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Home My WebLink About47014-Z , �'SuffOLr Town of Southold 8/10/2023 a , P.O.Box 1179 C* 53095 Main Rd �y4j� ao� k Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44424 Date: 8/10/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1485 Park View Ln., Orient SCTM#: 473889 Sec/Block/Lot: 15.-5-24.24 Subdivision: Filed Map No. Lot No. i conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/23/2021 pursuant to which Building Permit No. 47014 dated 10/21/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement, covered porch, deck,outdoor shower and attached garage as applied for. The certificate is issued to Salerno,Gerald&Diane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1924 8/3/2023 ELECTRICAL CERTIFICATE NO. 47014 7/27/2023 PLUMBERS CERTIFICATION DATED 7/22/2023 i auen V A ori ed i nature rte ` . TOWN OF SOUTHOLD �o�S11FFot,�coG BUILDING DEPARTMENT rn x. TOWN CLERK'S OFFICE SOUTHOLD, NY AAE.:No NT BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47014 Date: 10/21/2021 Permission is hereby granted to: Salerno, Gerald - 1 Thier Ln Upper Saddle River, NJ 07458 To: Construct new single family dwelling on vacant land as applied for and per SCHD approval 712012023-AMEND-Permit>to include rear deck as per plans submitted. NOTE: hot tub not included within this permit; separate building permit is required. i At premises located at: 1485 Park View Ln., Orient SCTM #473889 Sec/Block/Lot# 15.-5-24.24 Pursuant to application dated 9/23/2021 and approved by the Building Inspector. To expire on 4/22/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,366.00 CO-NEW DWELLING $50.00 ELECTRIC $85.00 ELECTRIC $250.00 AMENDMENT TO PERMIT -- r,, `�$223.8'0 Total: $4,974.80 Building Inspector �su4Foc TOWN OF SOUTHOLD �o BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE "may • �g SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47014 Date: 10/21/2021 Permission is hereby granted to: Salerno, Gerald 1 Thier Ln Upper Saddle River, NJ 07458 To: Construct new single family dwelling on vacant land as applied for and per SCHD approval. At premises located at: 1485 Park View Ln., Orient SCTM #473889 Sec/Block/Lot# 15.-5-24.24 Pursuant to application dated 9/23/2021 and approved by the Building Inspector. To expire on 4/22/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,366.00 CO-NEW DWELLING $50.00 Total: $4,416.00 Building Inspector pF SO!/TyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Q�yCOW N 'w`� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gerald Salerno Address: 1485 Park View Ln city,Orient st: NY zip: 11957 Building Permit#: 47014 Section: 15 Block: 5 Lot: 24.24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Prime Electric License No: 52402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 126 Ceiling Fixtures 17 Bath Exhaust Fan 8 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 19 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt 1 Recessed Fixtures 70 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan 8 Combo Smoke/CO 12 Transfer Switch 200A UC Lights 18' Dryer Recpt G2S Emergency Strobe Heat Detectors 1 Disconnect Switches 77 4'LED 4 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Dual Fuel Oven, Hood, DW-2, Micro, W/Dmini Fridge- 3, Septic Disconnect, Awning Motor, Steam Shower 40A, Ice Maker Notes: New Two Story w/ Finished Basement Inspector Signature: _ Date: August 9, 2023 S.Devlin-Cert Electrical Compliance Form of soil Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CD P.O.Box 1179 A • 0 Southold,NY 11971-0959 BUILDING DEPARTMENT J U L 2 6 2023 TOWN OF SOUTHOLD I3YJRMING DEFT. To""" CERTIFICATION Date: ''' Building Permit No. � 1217 Owner: Gfjj (Please print) Plumber:�j e a (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this a of�_ -u204 3 Diane Jensen Notary Public State of New York No.01JE6145616 Qualified in Suffolk Count; -� Commission Expires May 8 Notary Public, un k pF SOUIy�� 4 p I D4WPT . TOW F SOUTHOLD BUILDING `ycouo-m��' 631-765-1802 INSPECTION [ ] FOUNDATION IST [_ j ROUGH PtigG, [ ] FOUNDATION 2ND [ ] INSULATION/CAut- ' [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECT ON [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRN ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: --Iwo S'1,7t1�Y DATE 111722 INSPECTOR q — hoy��OF SOUIyo� ------ ---- t 4� * * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l U1� CgAA&W�400ft CSl )w IA U' r DATE I INSPECTOR OF SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL �1ID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &*A7 • bath Kqns c,4 .� i l�SS em pi, (�/o rp pgovt� Wme (D**.. c(.mv C%4),fn DATE INSPECTOR OF SOUIyo� I..E-7 1 L4 8-g GcP/� V f•�w �� TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lv f �,tt ` 38--SMbV�_1 (�lom & p kL� totv& jlv re..,0/ eocf � g DATE INSPECTOR Al Mf B IN Retrotec rCloud Quality Assurance Report Resnet 380 Sin "nt Blower Door Test PASS Your Resu • 2.17 ACH5 (2061.59 CFM50*60/ 57000 ft3) Tart <= ACH50 Test Information Test Name 14 parkview lane orient ny Test Date 2023-07-12 01:23 PM (UTC-4) Export id UM8P9008 Company Name Star mechanical Technician Name Rey ViIlegas Technician Email reyhvac1989@gmail.com Building Information Address 1485 park view lane City orient ny State NY Zip/postal Code 11957 Country United States Year Constructed 2023 Elevation 20 ft Address Verified? No Building Latitude, Longitude Your location has not been validated. GPS validation Latitude/Longitude: 41,154478. -72,251146: Accuracy 176 ft Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 80 OF Pre-test Outdoor Temperature 87 OF Wind Speed Unknown Average Barometric Pressure 101.325 kPa �uL 202 Test Dimensions -B�,D1NN(GD1EPT' Conditioned Floor Area 5700 ft2 Volume 57000 ft3 ®$� ?' Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 2.170 Induced House Pressure -44.9 Pa Corrected Flow 1874.17 CFM @ 50 Pa Adjusted Flow 2061.59 CFM @ 50 Pa Intercept 147.394 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -2.2 Pa Depressurize Results Air changes at 50 Pa, n50 1.9728/hr Air leakage rate at 50 Pa, q50 1874.17 CFM Effective leakage area at 4 Pa, EfLA 4 103 int Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0181 in2/ft2 Normalized leakage area at 4 Pa, NLA 4 0.0238 Baseline Pressure, Initial (Pa) -2 -2.4 -2.6 -2.7 -2.5 -2.2 -2.1 -2 -1.8 -1.7 Average baseline, initial APOI -2.2 AP 01- -2.2 AP 01+ 0 Baseline Duration 13 seconds Building pressure (Pa) -47.1 Induced pressure (Pa) -44.9 Fan Pressure [5000 - 138] (Pa) 155.94 Total flow qr (CFM) 1730.75 Measured flow qm (CFM) 1747.13 Total flow through envelope, genv (CFM) 1769.81 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 149.268 149.268 149.268 Intercept, CL 147.394 147.394 147.394 Slope, n 0.650 0.650 0.650 t � 1 Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2. Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawls ace vents and hatches N/A 3.2.4. Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors. All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position, Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers, attic fans, kitchen and bathroom exhaust fans, air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard' 62.2), and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems, including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5. All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative Note: For example undampered combustion air or make-up air openings shall be left in their openposition). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition, if there is a Confirmed seasonal cover present, it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 1 9 1 F PIS imhinn rlrninc With amntu n-trnnc chall ha canlari nr fillarl With%Alntar ( nnfirmari Y Retrotec rCloud 3.5.1. Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit? (For example, defined by code or by an energy efficiency program.) if;JjAf Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - B1 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced, and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP = jPrBj - PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or (K2 x IRPI) FP = fan pressure, RP = room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP- RP x K1)n x (K + K3 x FP) x K4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 B1 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= (A x FP3) + (B x FPZ) + (C x FP) + D +((G - RP) x F) ��'�• , _ _ �� ,;n oma"'��-�� moa . ..�»,. ..o-y v,.""-� . -- ,r ��' ,. ." ;;9, c ,%how-- � O 0cli cm aa0S W �r=T— �u~ica am zp Z _ 80 N No tl now 1 Y}22� ' r `� fir'•- � .. " c- �y',� -Pl V =O� 0 �� LU � LU ti a-joFO A o� z�' t r .t at�y,3 ,`'�+I ?d` '�t��y�`" ,�•'�r C•,,.�;�r�dj�,, r Y �� r'�' .•mal' Y d � azy� i.� •��`� � J t;�K i 1 11 � - . l� N. J. MAZZAFERRO, P.E. JAN 0 6 ?A97LU PO Box 57, Greenport,N.Y. 11944 BUILDINGDEP.T. Phone - 516-457-5596 TOWN OF80tJT 6LD Consulting Engineer December 30, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Salerno 1485 Parkview Lane Orient,N.Y. 11957 Building Permit Number—47014 Inspection—Pier Foundation for Rear Deck On 12/20/2022, 1 inspected the construction at the noted location. The inspection covered the footing and reinforcement for the rear deck at the new residential structure. The areas inspected included the excavation,reinforcement, and piers of the new rear deck. The inspection was completed before backfilling. The inspection.results are: 1 Items inspected included pier depth, size and reinforcement. The pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. PSE OF F�'r Nicholas J. Mazzaferro, P.E. ti z j0 � o m � SOA - 057 �OFFSS10% DEC 12 2022 ED N. J. MI AZZAFERRO, P.E. IF N PO Box 57,Greenport,N.Y. 11944 �OYYNNSOUyFIOID Phone- 516-457-5596 Consulting Engineer December 10,2022 �h^�,,�i�r const-e m0ly, Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Salerno 1485 Parkview Lane Orient,N.Y. 11957 f Building Permit Number—47014 Inspection—Framing t� On 12/8/2022,I inspected the construction at the noted location. The inspection covered the framing for the new residential structure. The areas inspected included the basement, first and second floors of the new house. The framing work included exterior and interior walls,floors,ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes,bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F N fW y 5 M Nicholas J.Mazzaferro,P.E. 0 �2 40 05149h 2w AR�FESSIoNP�.. 1" N. J. MAZZAFERRO, P.E. OCT 3 1 N99 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer October 28, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold,NY 11971 Re: Salerno 1495 Parkview Lane Orient,N.Y. 11957 Building Permit Number—47014 Inspection—Rough Plumbing On October 25, 2022, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was set up with head pressure (using compressed air)per the IRC. I observed all drainage and vent lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 2—WS—System was set up with pressure exceeding 20 pounds (using compressed air) per the IRC. I observed all hot and cold supply lines. System performed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. NEW y �Q' O Nicholas J. Mazzaferro, P.E. 05 �ROFESSIONP� JOSEPH M. DONATO ARCHITECT Lie. No. 12280 14 ROUTE 4 WEST RIVER EDGE ,N.J. 07661 (201)-489-8800 jmdarchl@gmail.com 12/7/22 RE: Roof/Ceiling Structure over Garage 1485 Park View Lane Orient ,New York Attn; Building Official Dear Sir, This letter shall act as an.addendum to the Construction Plans prepared by this office , and shall become part of those plans.The attached plans indicate the revised ceiling/roof structure over the garage. The prior plans were designed with pre-fabricated roof trusses ,however,the as built conditions were built as per attached plans. Also the roof structure over the deck/patio will not be built, and the deck is now being built as a wood structure on concrete pier footings as per attached plan. Should there be any questions regarding this matter please feel free to contact this office. Sincerely, Joseph M. Donato ® VIE DEC 0 8 2022 BU1TVWNOFSOU O OLD Salerno Residence HVAC Load Calculations for SEP 2 3 2021 BUILDING DEPT. TOWN OF SOUTHOLD RHVACHVAC LoAms of NEIN yRccO,P� ! W 083759 SIONP Prepared By: John R Sharpe, PE Sharpe Engineering Inc. 130 Futura Drive Suite 200 Limerick, PA 19464 610-489-8212 Tuesday,August 17,2021 N.Y.Lic. go.083759 NY Cert.of Auth.No.0009279 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca Sharpe Engineering Salerno,Residence' Pottstown PA 19464 Page 2' Pro-ect Report General Proiect Information Project Title: Salerno Residence Designed By: John R.Sharpe, PE Project Date: January 21, 2021 Company Name: Sharpe Engineering Inc. Company Representative: John R Sharpe, PE Company Address: 130 Futura Drive Suite 200 Company City: Limerick, PA 19464 Company Phone: 610-489-8212 Design Data Reference City: Westhampton, New York Building Orientation: Front door faces Northwest Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel-Hum Rel.Hum DW Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,199 CFM Per Square ft.: 0.288 Square ft. of Room Area: 7,640 Square ft. Per Ton: 1,333 Volume(ft'): 67,687 FBuildinci Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salerno Residence.rh9 Tuesday,August 17, 2021, 4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Sharpe Engineering Salerno Residence, Pottstown PA 19464• Page 3• Miscellaneous Report System 1 Basement&First Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Second Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Innut Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.632 AC/hr 0.290 AC/hr 712 CFM 327 CFM Infiltration Actual: 0.610 AC/hr 0.238 AC/hr Above Grade Volume: X 67 687 Cu.ft. X 67,687 Cu.ft. 41,311 Cu.ft./hr 16,094 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 689 CFM 268 CFM Total Building Ventilation: 150 CFM 150 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Wnter Temp. Difference) Winter Infiltration Specified: 0.632 AC/hr(482 CFM) Summer Infiltration Specified: 0.290 AC/hr(221 CFM) Blower Door Data: Wind Shielding Class: 1 - No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 5,641 Test AC/hr(Selected): 5 ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.632 AC/hr(231 CFM) Summer Infiltration Specified: 0.290 AC/hr(106 CFM) Blower Door Data: Wind Shielding Class: 1 - No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 5,641 Test AC/hr(Selected): 5 G:\...\Salerno Residence.rh9 Tuesday,August 17, 2021, 4:50 PM [Poitstowft. Ahvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Engineering Salerno Residence' PA 19464 Pa a 4' Miscellaneous Report Lconftq Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type 'Description L cation Ceiling Leakage Insulation Area MMDD 1 Supply Attic 16B 0.12 8 657 No 1 Return Attic 16B 0.12 8 243 No G:\...\Salerno Residence.rh9 Tuesday,August 17, 2021, 4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.. "Sharpe Engineering Salerno Residence Pottstown PA 1946 Pa e 5 Load Preview Re ort Net Rec ft.! Sen Lai Net Se Ss Ss Ss ct Ht CI Ac Du Scope To To /To Are Gain Gai Gain Loss CFM CFM CFM Siz Buildinq 5.23 5.73 1,333 7,644 51,592 11,168 62,766 120,067 1,407 2,199 2,199 Svstem 1 2.95 3.15 1,653 5,206 28,347 6,994 35,341 72,949 821 1,232 1,232 12x1 Ventilation 1,317 3,070 4,387 9,876 Zone 1-Clq.:6%,Htq.:40% 2,546 1,927 1,376 3,303 25,051 326 88 88 5x 1-Utilitv Room 129 32 31 63' 1,178 15 1 1 1-4 2-Basement Bath 55 39 27; 66' 481 6' 2 2 1- 3-Electric Service Room_ 70 241 24, 48 857 11 1 1 1- 1-4 4-Basement 2,293 1,832 1,294 3,126 22,535 293 83 83 1-- -Zone 2-Clq.:94%.Htq.:60% 2,660 29,909 2,548 32,457 38,022 495 1,363 1,363 12x1 5-Master Bath 139 2,591 190 2,781 3,836 50 118 118 2-5 6-Master Bedroom 244 6,691 297_ 6,988 3,057 40 305 305, 3- 7-Master WIC 108 600 149 749 2,455 32. 27 27, 1 8-Guest Room 169 1,992 347 2,339 3,110 40 91 91 1 9-Guest Bath 66' 115 81 196 1,193 16 5 5 1 10-Great Room 319 7,826 345 8,171 4,074 53 357 357 4-- 11-Entry/Hall 227 1,169 93' 1,262 2,057 27, 53 53 1- 12-Dining Room 264 2,479 264 2,743 4,966 65 113 113 2- 13-Kitchen 528 3,338 256 3,594 4,738 62 152 152 2- 14-PowderRoom 52 461 106 567 1,763 23 21 21 1-4 15-Laundry 63 1,054 114 1,168 1_,738 23 48 48 1- 16-Fover Bath 50 97 42 139' 499 6 4 4 1 17-Foyer 287 1,479 252 1,731 4,354 .57 67 67. 1--6 18-Pantry 144 17 12' 29 182 2' 1 1 1- Svstem 2 2.28 2.58 943 2,434 23,246 4,174 27,419 47,117 586 968 968 12x1 Supplv Duct Latent 731• 731. Return Duct 2,008 476. 2,485 2,122 Zone 1-Cla.:67%.Htq.:57% 1,541 15,354 1,998 17,352 25,453 331! 700 700 10x1 19-Bedroom 1 211 3,591 419 4,010 4,483 58 164 _164 2- 20-Bedroom 2 240 3,448 314, 3,762 2,875 37 157 157 2-6 21-Bedroom 3 _ 173 1,841 416 2,257 4,267 56 84 84 1 22-Bedroom 4 177: 1,853 419 2,272 4,329 56 84 84' 1-- 23-Open Office 146 2,071 120 2,191 3,268 43 94 94 1- 27-Hall Bath 2 121 1,642 86 1,728 1,924 25 75 75 1 28-WIC 2 36' 138 58 196 971 13 6. 6, 1 29-WIC 4 37' 42 0 42' 59 1 2 2 1 30-Hall Bath 3 60' 213 86; 299 1,468 19 10 10 1 31-Upstairs Hall 1 340 517 80' 597 1,809 24 24 24� 1- Zone 2-Clq.:33%,Htq.:43% 894 7,461 968 8,429 19,543 254 340 340 8x1 24-Familv Room 526 6,410 588 6,998 12,927 168 292 292 3- 25-Storage 122 433 176 609 2,983 39 20_ 20 1 26-Hall Bath 118 290 94_ 384 1,687 22 13 13 1--4 32-Upstairs Hall 2 128 328 110 438 1,946 25 15 15 1- Sum of room airflows may be qreater than system airflow because system has multiple zones. G:\...\Salerno Residence.rh9 Tuesday,August 17, 2021, 4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development;Inca Sharpe�Engineerinq Salerno Residence, �Pottstow PA 19464 r Pae 6' Total Building Summa Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E U=0.35: Glazing-Low E windows, ground 769.4 16,159 0 29,025 29,025 reflectance= 0.32, U-value 0.35, SHGC 0.35 11 P: Door-Metal- Polyurethane Core, U-value 0.29 47.8 677 0 268 268 151311-Ow-6:Wall-Basement, ,framing with R-11 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core, no board insulation, plus interior finish,wood studs, 6'floor depth, U-value 0.056, above grade U-value 0.099 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 5761 23,503 0 4,075 4,075 cavity, no board insulation, siding finish,wood studs, U-value 0.068 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud 585.2 1,431 0 1,271 1,271 cavity, no board insulation, siding finish,wood studs, U-value 0.068 1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 2707 3,248 0 2,329 2,329 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 21A-24-c: Floor-Basement, Concrete slab, any thickness, 2546 3,819 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 24' wide, U-value 0.025 20P-19: Floor-Over open crawl space or garage, 481.1 1,443 0 72 72 Passive, R-19 blanket insulation, any cover, U-value 0.05 Subtotals for structure: 51,516 0 37,073 37,073 People: 7 1,400 1,610 3,010 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM:689, Summer CFM: 268 45,331 5,490 2,354 7,844 Ventilation:Winter CFM: 150, Summer CFM: 150 9.876 3.070 1.317 4.387 Total Building Load Totals: 120,067 11,168 51,592 62,760 Check Ficlures Total Building Supply CFM: 2,199 CFM Per Square ft.: 0.288 Square ft. of Room Area: 7,640 Square ft. Per Ton: 1,333 Volume (ft3): 67,687 FBi7ilding Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salerno Residence.rh9 Tuesday,August 17, 2021, 4:50 PM Rhvac-'Residential&Light Commercial HVAC Loads Elite Software Development,Inc. ,Sharpe Engineering , Salerno Residence. P ttstown PA 19464 Pa a-7 [System 1 Basement & First Floor Summa Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E U=0.35: Glazing-Low E windows, ground 528.4 11,094 0 20,010 20,010 reflectance= 0.32, U-value 0.35, SHGC 0.35 11 P: Door-Metal-Polyurethane Core, U-value 0.29 47.8 677 0 268 268 151311-Ow-6: Wall-Basement, , framing with R-11 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core, no board insulation, plus interior finish,wood studs, 6'floor depth, U-value 0.056, above grade U-value 0.099 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 3749.3 15,295 0 2,652 2,652 cavity, no board insulation, siding finish,wood studs, U-value 0.068 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud 234.6 478 0 318 318 cavity, no board insulation, siding finish,wood studs, U-value 0.068 1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 272.6 327 0 234 234 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 21A-24-c: Floor-Basement, Concrete slab, any thickness, 2546 3,819 0 0 0 2 or more feet below grade, no insulation below floor, carpet covering, shortest side of floor slab is 24' wide. U-value 0.025 Subtotals for structure: 32,926 0 23,515 23,515 People: 3 600 690 1,290 Equipment: 0 1,400 1,400 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM:458, Summer CFM: 162 30,147 3,324 1,425 4,749 Ventilation:Winter CFM: 150, Summer CFM: 150 9,876 3,070 1,317 4,387 System 1 Basement& First Floor Load Totals: 72,949 6,994 28,347 35,341 Check Ficiures Supply CFM: 1,232 CFM Per Square ft.: 0.237 Square ft. of Room Area: 5,206 Square ft. Per Ton: 1,653 Volume(ft'): 45,777 S stem Loads Total Heating Required Including Ventilation Air: 72,949 Btuh 72.949 MBH Total Sensible Gain: 28,347 Btuh 80 % Total Latent Gain: 6,994 Btuh 20 % Total Cooling Required Including Ventilation Air: 35,341 Btuh 2.95 Tons(Based On Sensible+Latent) 3.15 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salerno Residence.rh9 Tuesday,August 17, 2021, 4:50 PM • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salerno Residence Pottstown PA 1 464 Pa a 8' S stem 2 Second Floor Summaly Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E U=0.35: Glazing-Low E windows, ground 241 5,065 0 9,015 9,015 reflectance= 0.32, U-value 0.35, SHGC 0.35 . 12E-Osw:Wall-Frame, R-19 insulation in 2 x 6 stud 2011.7 8,208 0 1,423 1,423 cavity, no board insulation, siding finish,wood studs, U-value 0.068 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud 350.6 953 0 953 953 cavity, no board insulation, siding finish,wood studs, U-value 0.068 1613-50: Roof/Ceiling-Under Attic with Insulation on Attic 2434.4 2,921 0 2,095 2,095 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 20P-19: Floor-Over open crawl space or garage, 481.1 1,443 0 72 72 Passive, R-19 blanket insulation, any cover, U-value 0.05 Subtotals for structure: 18,590 0 13,558 13,558 People: 4 800 920 1,720 Equipment: 0 400 400 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM: 231, Summer CFM: 106 15,184 2,166 929 3,095 Ventilation:Winter CFM: 0. Summer CFM: 0 0 0 0 0 System 2 Second Floor Load Totals: 47,117 4,174 23,246 27,419 Check Fi ures Supply CFM: 968 CFM Per Square ft.: 0.397 Square ft. of Room Area: 2,434 Square ft. Per Ton: 943 Volume(ft'): 21,910 S stem Loads Total Heating Required Including Ventilation Air: 47,117 Btuh 47.117 MBH Total Sensible Gain: 23,246 Btuh 85 % Total Latent Gain: 4,174 Btuh 15 •% Total Cooling Required Including Ventilation Air: 27,419 Btuh 2.28 Tons(Based On Sensible+Latent) 2.58 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salerno Residence.rh9 Tuesday,August 17, 2021, 4:50 PM � T Salerno Residence HVAC Load Calculations for rFjjkt wmrt IvA-sm- U HVAC Lopms � pF NE � n I i 4 m� c� �o 0631 10 0631 Prep John R Sharpe,PE Sharpe Engineering Inc. 130 Futura Drive Suite 200 Limerick,PA 19464 610-489-8212 Tuesday,August 17,2021 N.Y.Lic.No.083759 NY Cert.of Auth.No.0009279 Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 Page 2 Pro"ect Re ort General Project Information Project Title: Salerno Residence Designed By. John R.Sharpe,PE Project Date: January 21,2021 Company Name: Sharpe Engineering Inc. Company Representative: John R Sharpe,PE Company Address: 130 Futura Drive Suite 200 Company City: Limerick,PA 19464 Company Phone: 610-489-8212 Design Data Reference City. Westhampton,New York Building Orientation: Front door faces Northwest Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft- Altitude tAltitude Factor- 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb ReLliUm Rel-Hurn My Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 2,199 CFM Per Square ft.: 0.288 Square ft of Room Area: 7,640 Square ft.Per Ton: 1,333 Volume(fl?): 67,687 Building Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J.D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. GA...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM ti Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 � Pa e 3 Miscellaneous Report System 1 Basement&First Floor Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data D Bulb Wet Bulb Rel.Hum Rel.Hum Djy Bulb Difference Winter 10 9 80% n/a 70 n/a Summer. 83 71 56% 50% 75 30.17 System 2 Seciond Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk RunoutS Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wgJ100 ft. Minimum Velocity. 0 ftJmin 0 ftJmin Maximum Velocity: 900 ftJmin 750 ft/min Minimum Height: 0 in_ 0 in. Maximum Height 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.632 AC/hr 0.290 AC/hr 712 CFM 327 CFM Infiltration Actual: 0.610 AC/hr 0.238 AC/hr Above Grade Volume: X 67,687 Cu.ft. X 67 687 Cuff. 41,311 Cu.ft./hr 16,094 CuJL/hr X 0.0167 X 0.0167 Total Building Infiltration: 689 CFM 268 CFM Total Building Ventilation: 150 CFM 150 CFM —System 1— Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp.Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp.Difference) Winter Infiltration Specified: 0.632 AC/hr(482 CFM) Summer Infiltration Specified: 0.290 AC/hr(221 CFM) Blower Door Data: Wind Shielding Class: 1 -No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 5,641 Test AC/hr(Selected): 5 —System 2— Infiltration&Ventilation Sensible Gain Multiplier. 8.78 = (1.10 X 0.998 X 8.00 Summer Temp.Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp.Difference) Winter Infiltration Specified: 0.632 AC/hr(231 CFM) Summer Infiltration Specified: 0290 AC/hr(106 CFM) Blower Door Data: Wind Shielding Class: 1 -No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff_: 50 Test Flow: 5,641 Test ACfhr(Selected): 5 G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc Sharpe Engineering Salemo Residence Pottstown PA 19464 Pa e 4 Miscellaneous Re ort cont'd Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Desai tion Location Ceiling Leaka e - Insulation Area [T]MDD 1 Supply Attic 16B 0.12 8 657 No 1 Retum Attic 16B 0.12 8 243 No G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM & Load Preview"e ort NJ, ft-I N,' Ducl T. T. IT. Ht C11 AM Scope I GA FM CFM CFM C�F size Builclino 0000_ 523 673 I 761].. 12 0,067 .407' 2,199 2,199 _SVstern 1 2.95.-3_15�, 1,653 5,206 28,347, 6,994 35, _ ,94 211 1,232 1.232 12x1E Ventilation 7 7 9&76, _?,56 !L27. 76 5051 88 5xE 7878- 178 1-Utility Room 129 32 31' 63. 1, 15, 1 EL-:dh 39 27, lid 481 6 21 2 f 3-Electric Service Room 70. 24: 24: 48' 857, 11 1 1-4 4-Basement 20 83: 83 1-6 -Zone 2-Clo.:940A Hto__60%______ 32 38 02� 95_.__j,� 36.3 12x1l 5 Master Bath 3 190_,_ 2787878 1, 3 50 116 _118__ 2-5 6-Master Bedroom 7878--7878 244: 6,691 297,,' 6,986 3,1152i7878__40 305___ 3-7 ..ter IC108 600, 146 749 2,jL5 32' 27 27 1-4 169 1,992 347 2 40 91-- 1_6 -9-GuestOath -78 -0078---,_7878---66 115 81' 196 ____11193 6 5 1-4 10-Great Room 4,074 53 357 357 -- ------....... 319 7,826 �171 _?Z7.__.1,16p_ __I_%2 71 63i 53, -1--5 i I __L__ ___------7 ___ - 12-Dining Room 264 2,479 2§4 966 65_ lli 113 2-5 134(itchen528 3.338 256 3,594 4,738 62 152 152 2-6 Room 52 106 7878-567 1 3 76� 7878 7878 7878 - _.7878- §3 16§ 38 3 48. 48 1_5 16-Fover Bath 50 97 42 134 499 6 4;-7878i 4 1-4 17 Foyer 2 _6 252 17878 7878--a .731 4.354 ST 67 67 1 , 18-Pantry 144 17; 12 29' 182 2 11, 1 1-4 SVstem2 228 2.58 943 2,434 23,246 _4,174 27,419 7,11L 6 968� 968 12x1l SupplV Duct Latent 731 731: ----------I Retum Duct2,008 476 _&485_ __.?,122 f Zone I-Cl_Q.:67%.Hto.:57% 1,541 15,354 1,998_17,352 25,453 __331: 700 700 19-Bedroom I 211 37878 7878- -i-7878--7878 7878-17878--7878 .591___41% 4,010 4,483 58, 164, 164 4 2Q Bedroom 2 ---- -- 240 3' -7878 314 3.762 2.875 _�!7 157 7878 2 ------ - 21-Bedroom 3 173 1,841 416 _2 257 4262 56 841_ 84 14 22-Bedroom 4 177 1,853 419 2,272 4,329 56 84 84 7878 14 1 071 2 43 941 94. 1-6 ----------- 27-Ml Bath 2 121r-1' Z- 1,728 2 25 76 75 1-6 28-WIC 2 36 138. 58 196? 971 13 6, 6, 1-4 54 l! -29-VVIC4 37 42, Q_ 42 2 2 1 � � -4 30-Hall Bath 3 60 213 86 294 1AM-., 10, 10 1-4 31-Upstairs Hall 1 340 517 80 597 _I.BOR 4: 24 24 1-4 Zone 2-Clfj.:330A.Htq-:430A 894 969 8,429 19,543 254 34d 346 8xl( 24-Familv Room y 7878 5266,41082.2g7 160. 292 292 3-7 122 4U 9 2& 20 1-4 26-Hall Bath118 29d 94 384 1,687 22 11. 13 1-4 . 32-Upstairs Hall 2 128 32R lid 438 1,946 25. 15 15 1-4 ----7878--7878 Sum of room airflows maV be greater than system airflow because I system has multiple zones- GA...XSalemo Residence.rhg Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salerno Residence Pottstown PA 19464 r Page 6 Total Budding Summaly Loads Component Area Sen Lat Sen Total Descri "on Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 769.4 16,159 0 29,025 29,025 reflectance=0.32,U-value 0.35,SHGC 0.35 11 P:Door-Metal-Polyurethane Core,U-value 0.29 47.8 677 0 268 268 15611-Ow-6:Walt-Basement,,framing with R-1 1 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core,no board insulation,plus interior finish,wood studs,6'floor depth,U-value 0.056,above grade U value 0.099 12E-Osw:Wall-Frame,R-19 insulation in 2 x 6 stud 5761 23,503 0 4,075 4,075 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-0sw Part-Frame,R-19 insulation in 2 x 6 stud 585.2 1,431 0 1,271 1,271 cavity,no board insulation,siding finish,wood studs, U-value 0.068 1613-50:Roof/Ceiling-Under Attic with Insulation on Attic 2707 3,248 0 2,329 2,329 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-50 insulation,U-value 0.02 21A-24-c-Floor-Basement,Concrete slab,any thickness, 2546 3,819 0 0 0 2 or more feet below grade,no insulation below floor, carpet covering,shortest side of floor slab is 24' wide,U-value 0.025 20P-19:Floor-Over open crawl space or garage, 481.1 1,443 0 72 72. Passive,R-19 blanket insulation,any cover,U-value 0.05 Subtotals for structure: 51,516 0 37,073 37,073 People: 7 1,400 1,610 3,010 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM:689,Summer CFM:268 45,331 5,490 2,354 7,844 Ventilation:Winter CFM: 150 Summer CFM: 150 9,876 3,070 1.317 4.387 Total Building Load Totals: 120,067 11,168 51,592 62,760 Check Figures Total Building Supply CFM: 2,199 CFM Per Square ft.: 0.288 Square ft.of Room Area: 7,640 Square ft.Per Ton: 1,333 Volume(fP): 67,687 Building Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary" Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. GA...1Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering , Salemo Residence Pottstown PA 19464 Page 7 S stem 9 Basement & First Floor Summaty Loads Component Area Sen Lat Sen Total Descrition Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 528.4 11,094 0 20,010 20,010 reflectance=0.32,U-value 0.35,SHGC 0.35 11 P:Door-Metal-Polyurethane Core,U value 0.29 47.8 677 0 268 268 15B11-0w-6:Wall-Basement,,framing with R-1 1 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core,no board insulation,plus interior finish,wood studs,6'floor depth,U-value 0.056,above grade U-value 0.099 12E-0sw.Wall-Frame,R-19 insulation in 2 x 6 stud 3749.3 15,295 0 2,652 2,652 cavity,no board insulation,siding finish,wood studs, U value 0.068 12E-0sw:Part-Frame,R-19 insulation in 2 x 6 stud 234.6 478 0 318 V 318 cavity,no board insulation,siding finish,wood studs, U-value 0.068 1613-50:Roof/Ceiling-Under Attic with Insulation on Attic 272.6 327 0 234 234 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-50 insulation,U-value 0.02 21A 24-c:•Floor-Basement,Concrete slab,any thickness, 2546 3,819 0 0 0 2 or more feet below grade,no insulation below floor, carpet covering,shortest side of floor slab is 24' wide U value 0.025 Subtotals for structure: 32,926 0 23,515 23,515 People: 3 600 690 1,290 Equipment: 0 1,400 1,400 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:458,Summer CFM:162 30,147 3,324 1,425 4,749 Ventilation:Winter CFM: 150 Summer CFM: 150 9,876 3,070 1,317 4,387 System 1 Basement&First Floor Load Totals: 72,949 6,994 28,347 35,341 Check Fi ures Supply CFM: 1,232 CFM Per Square ft.: 0.237 Square ft.of Room Area: 5,206 Square ft.Per Ton: 1,653 Volume(fN): 45,777 stem Loads Total Heating Required Including Ventilation Air. 72,949 Btuh 72.949 MBH Total Sensible Gain: 28,347 Btuh 80 % Total Latent Gain: 6,994 Btuh 20 % Total Cooling Required Including Ventilation Air: 35,341 Btuh 2.95 Tons(Based On Sensible+Latent) 3.15 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. GA...1Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 0 Pa e 8 S stem 2 Second Floor Summa Loads Component Area Sen Lat Sen Total Descripbon Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 241 5,065 0 9,015 9,015 reflectance=0.32,U-value 0.35,SHGC 0.35 12E-0sw:Wall-Frame,R-19 insulation in 2 x 6 stud 2011.7 8,208 0 1,423 1,423 cavity,no board insulation,siding finish,wood studs, U value 0.068 12E-0sw Part-Frame,R-19 insulation in 2 x 6 stud 350.6 953 0 953 953 cavity,no board insulation,siding finish,wood studs, U-value 0.068 166-50:Roof/Ceiling-Under Attic with Insulation on Attic 2434.4 2,921 0 2,095 2,095 Floor(also use for Knee Walls and Partition Ceilings),Vented,Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-50 insulation,U-value 0.02 20P-19:Floor-Over open crawl space or garage, 481.1 1,443 0 72 72 Passive,R-19 blanket insulation,any cover,U value 0.05 Subtotals for structure: 18,590 0 13,558 13,558 People: 4 800 920 1,720 Equipment: 0 400 400 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM:231,Summer CFM:106 15,184 2,166 929 3,095 Ventilation:Winter CFM:0 Summer CFM:0 0 0 0 0 System 2 Second Floor Load Totals: 47,117 4,174 23,246 27,419 Check Figures Supply CFM: 968 CFM Per Square ft.: 0.397 Square ft.of Room Area: 2,434 Square ft.Per Ton: 943 Volume(fl?): 21,910 stem Loads Total Heating Required Including Ventilation Air_ 47,117 Btuh 47.117 MBH Total Sensible Gain: 23,246 Btuh 85 % Total Latent Gain: 4,174 Btuh 15 % Total Cooling Required Including Ventilation Air: 27,419 Btuh 228 Tons(Based On Sensible+Latent) 2.58 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G.\...\Salerno Residence.rh9 Tuesday,August 17,2021,4:50 PM ` f Salerno Residence HVAC Load Calculations for 'RxFHHVAC LoAD9 Of E� rt .I W P�®�E John R Sharpe,PE Sharpe Engineering Inc. 130 Futura Drive Suite 200 Limerick,PA 19464 610-489-8212 Tuesday,August 17,2021 N.Y.Lic.No.083759 NY Cert.of Auth.No.0009279 Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 Page 2 Pro"ect Report General Project Information Project Title: Salerno Residence Designed By. John R.Sharpe, PE Project Date: January 21,2021 Company Name: Sharpe Engineering Inc. Company Representative: John R Sharpe,PE Company Address: 130 Futura Drive Suite 200 Company City: Limerick, PA 19464 Company Phone: 610489-8212 Design Data Reference City. Westhampton,New York Building Orientation: Front door faces Northwest Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft- Altitude tAltitude Factor 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb $gym Rel-Hum DEy Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,199 CFM Per Square ft.: 0.288 Square ft of Room Area: 7,640 Square ft.Per Ton: 1,333 Volume(W): 67,687 Building Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. GA...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salerno Residence Pottstown PA 19464 0 Pace 3 Miscellaneous Re ort System 1 Basement&First Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Second Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ftJmin 0 ftJmin Maximum Velocity: 900 ftJmin 750 ftJmin Minimum Height 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.632 AC/hr 0.290 AC/hr 712 CFM 327 CFM Infiltration Actual: 0.610 AC/hr 0.238 AC/hr Above Grade Volume: X 67 687 Cu.ft. X 67,687 CuJL 41,311 Cu.ft./hr, 16,094 CuJL/hr X 0.0167 X 0.0167 Total Building Infiltration: 689 CFM 268 CFM Total Building Ventilation: 150 CFM 150 CFM —System\— Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp.Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp.Difference) Winter Infiltration Specified: 0.632 AC/hr(482 CFM) Summer Infiltration Specified: 0.290 AC/hr(221 CFM) Blower Door Data: Wind Shielding Class: 1 -No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 5,641 Test AC/hr(Selected): 5 —System 2— Infiltration&Ventilation Sensible Gain Multiplier 8.78 = (1.10 X 0.998 X 8.00 Summer Temp.Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier. 65.84 = (1.10 X 0.998 X 60.00 Winter Temp.Difference) Winter Infiltration Specified: 0.632 AC/hr(231 CFM) Summer Infiltration Specified: 0.290 AC/hr(106 CFM) Blower Door Data: Wind Shielding Class: 1 -No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 5,641 Test AC/hr(Selected): 5 G:\...\Salemo Residence.rh9 . Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 Pa e 4 Miscellaneous Re ort cont' Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leaka a Insulation Area MDD 1 Supply Attic 16B 0.12 8 657 No 1 Retum Attic 16B 0.12 8 243 No G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM / RhvacResiilential7&'L'"•ighf Commercial'HVi4C,L'oads "'f"" '''`"efl' ` '`�'- ' *�;Elite!Software�Development,loc a Sharpe-Engmeenng - , t*� '� Salemo,Residence, Pottstown TPA19464r .s�,._,t t et•t i Load Preview Re ort Ne R R Sen La Ne Se Ht Cl A s Sys Sys Duc Scope To Ta IT Ar Gains Gai Gai Lass CFM CFM CFM S¢ Budding - _--__ -._- _ 523 5-73 1,333 7,640 51,592 11,168 62,760 120,067_ 1,407 2,199_ 2,199__ System 1 2.9.5 3.15 1,653 5,206 28,347. 6,994 35,341 72,949 821, 1,232 1,232 12x1 Ventilation 1,317 3,070 Zone 1-CIU-6%,Mo.:40% - 2,546 12927 1,376 3,303 25,051 326- 88 88 5x 1 Uhlfir Room --- - 129 32 31. 63 1,178 15 1-- 1 1-4 2-Basemt B enath J 55. 39. 27, 66 481 6' 211 2 1 -3 Electric Service Room - --' i 70. 24'- -24'-- 48 -857... 11 1• _ -1..__1- - --- ' 4-Basement 2,293 1,832 1,294 3,126 22,535 293 83 83 1 Zone 2-Clq_94.5.Htq.:60% - - - i 2,660 29 909 2,548 32,457 38,022 495 _ 1,363_ 1,363_ 12x1_ 5 Master Bath 139 2,591 190 2,781 3,836 50' 118 118 2 6-Master Bedroom 244 6,691 297, 6,988 3,057 40 305 305_ 3- 7-Master WIC 108 600 149 749 2,455 32 27i 27 1 8-Guest Room 164 1,992 347, 2,339 _3,110,- 40• 91' 9-Guest Bath 66 115 81' 196 1,193 16 5; 5 1 10-Great Room 319 7,826 345, -8,171 4,074 53 ._ 357_.--_4-6 -- 11-EntrvlHall _. 227 1,169 93` 1262 2,057, 2T 53 53 1 12-Di!iujq Roam 264 2,479 264 2,743 4,966 65 113 113 2-5 --- -...... - -._-.-- --,-- - --- - - .-___._...- ----- 1_' __- --._ 134Kitchen 528 3,338 256 3,594 4,738 62 152 152 2 14-Powder Room i 52j 461. 106 567 1,763 23, 211 21' 1 154Laundry I 63 -1054 - 114-- 1,168 ---1738 23 48'---46--1 16-Foyer Bath - 50_ 97. 42 139 499' 6 4' 4 1 -17-Foyer- 28T 1,479 -252 1,731 - 4,354 57' 67 67, 1 18 Pantry - 144 17. 12'- 29, 182 -- 2+ 1 1, 1-4 -------- _ -- - - -- - ------- --- -- ----- , Svstem 2 _228_ 2.58 943' 2,434 23,246 4,174 27,419 47,117 586 968 968. 12x1 Suppiv Duct Latent 731 _ _----- ------ -- --- - ; Retum Duct _ 2,008 476 2,485 2,122 Zone 1-CIq.:67%.Hto 5701,5411,998_ 17,352 _25,453 331 700, 700 10x1 19-Bedroom 1 -'---_ 211 3,591 419 4,010 4,483- 58 -- 164~ 164 2 20 Bedroom 2314; 3,762 _ 2,875- 37 157 -157- 2- 21-Bedroom 3 173 1,841 416 2,257 4,267 56 84' 84` 1 - 84184 1 -22-Bedroom 4_ -- . - -- --_--- .-_.._� _.-.-. 1 177 � 419, 2,272 4,329 56 1� I 23-Open Office 146 2,071 120 2 191 - 3,268_ _ 43 94: 94 1 ._.?jT r---- -- --- 27-Hall Bath 2 __._..___ _ _._.: I._ _-..._ -._ 121^ 1,642 _- 86` 1,728 1,924 25; - -75: 75 1 28-WIC 2 - ,-- - --- I 36' 138 --58 - 196_ -97t•--13-. - -6i - -6- 1-4 29-WIC 4 37; 42' 0' 42 59 1; 21 2 1 30 Hall Bath 3 - 60 213 86' 299 1,468 19 10. 10 1 , -I- -,----- 31-Upstairs Hall l _ _ _ _ , ! ,- --� 346 517. 80: 597 1,809 24 24 24, 1 ----r--------,.--�.--••------r------ Zone 2-Clq.:33%,Htq.:43% 894' 7,461 968 8,429 19,543 254, 340 346 8x1 24-Familv Room 526- 6,410 _ S88r 6,998- 12,921 168 292 292 3-7 - 25Staraue 122 433 176 609, 2,983 39' 20� 20 1 26-Hall Bath 118 290 94; 384; 1,687 22 13:_-- 13 1 32-Upstairs Hall 2 -_ -_ -__- r- --,- _-- _ - � 128, 328 110 438, 1,946 25. 15• 15` 1 Sum of room airflows may be qreater than system airflow because ! I , system has multiple zones_ G:1__.\Salemo Residence_rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salerno Residence Pottstown PA 19464 Pa e 6 Total Building Summa1y Loads Component Area Sen Lat Sen Total Descripfion Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 769.4 16,159 0 29,025 29,025 reflectance=0.32, U-value 0.35,SHGC 0.35 11 P:Door-Metal-Polyurethane Core,U value 0.29 47.8 677 0 268 268 15611-Ow-6:Wall-Basement,,framing with R-11 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core,no board insulation,plus interior finish,wood studs,6'floor depth,U-value 0.056,above grade U-value 0.099 12E-0sw.Wall-Frame,R-19 insulation in 2 x 6 stud 5761 23,503 0 4,075 4,075 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-Osw:Part-Frame,R-19 insulation in 2 x 6 stud 585.2 1,431 0 1,271 1,271 cavity,no board insulation,siding finish,wood studs, U-value 0.068 1613-50:Roof/Ceiling-Under Attic with Insulation on Attic 2707 3,248 0 2,329 2,329 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dario Metal,Tar and Gravel or Membrane,R-50 insulation,U-value 0.02 21A 24-c Floor-Basement,Concrete slab,any thickness, 2546 3,819 0 0 0 2 or more feet below grade,no insulation below floor, carpet covering,shortest side of floor slab is 24' wide,U value 0.025 20P-19:Floor-Over open crawl space or garage, 481.1 1,443 0 72 72 Passive,R-19 blanket insulation,any cover, U-value 0.05 Subtotals for structure: 51,516 0 37,073 37,073 People: 7 1,400 1,610 3,010 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM:689,Summer CFM:268 45,331 5,490 2,354 7,844 Ventilation:Winter CFM: 150 Summer CFM: 150 9,876 3,070 1.317 4,387 Total Building Load Totals: 120,067 11,168 51,592 62,760 Check Fi tires Total Building Supply CFM: 2,199 CFM Per Square ft.: 0288 Square ft.of Room Area: 7,640 Square ft.Per Ton: 1,333 Volume(ft'): 67,687 Building Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G.X...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Ina. Sharpe Engineering Salemo Residence Pottstown PA 19464 Pa e 7 It System 9 Basement & First Floor Summaty Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground- 528.4 11,094 0 20,010 20,010 reflectance=0.32,U-value 0.35,SHGC 0.35 11 P:Door-Metal-Polyurethane Core,U-value 0.29 47.8 677 0 268 268 15B11-Ow-6:Wall-Basement,,framing with R-11 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core,no board insulation,plus interior finish,wood studs,6'floor depth,U-value 0.056,above grade U-value 0.099 12E-0sw.Wall-Frame,R-19 insulation in 2 x 6 stud 3749.3 15,295 0 2,652 2,652 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-0sw Part-Frame,R-19 insulation in 2 x 6 stud 234.6 478 0 318 318 cavity,no board insulation,siding finish,wood studs, U-value 0.068 1613-50:Roof/Ceiling-Under Attic with Insulation on Attic 272.6 327 0 234 234 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-50 insulation,U-value 0.02 21A-24-c-Floor-Basement,Concrete slab,any thickness, 2546 3,819 0 0 0 2 or more feet below grade,no insulation below floor, carpet covering,shortest side of floor slab is 24' wide,U-value 0.025 Subtotals for structure: 32,926 0 23,515 23,515 People: 3 600 690 1,290 Equipment: 0 1,400 1,400 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:458,Summer CFM:162 30,147 3,324 1,425 4,749 Ventilation:Winter CFM: 150 Summer CFM: 150 9,876 3,070 1,317 4,387 System 1 Basement&First Floor Load Totals: 72,949 6,994 28,347 35,341 Check Figures Supply CFM: 1,232 CFM Per Square ft.: 0.237 Square fL of Room Area: 5,206 Square ft.Per Ton: 1,653 Volume(ft'): 45,777 stem Loads Total Heating Required Including Ventilation Air: 72,949 Btuh 72.949 MBH Total Sensible Gain: 28,347 Btuh 80 % Total Latent Gain: 6,994 Btuh 20 % Total Cooling Required Including Ventilation Air: 35,341 Btuh 2.95 Tons(Based On Sensible+Latent) 3.15 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G.1---\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM • • ® I • • / ROUGH FRAMING& PLUMBINGua rod i IT-1 fri/La 1 !i./!,l 4. INSULATI• ® •fir"lg a,UP r I I 1� STATE ENERGY CODE --?Mtn, Lmilr- W 41 rum � � ,1 ►-� � / ADDITIONAL COMMENTS a y Sal IF J PIP' ol • oStlfFQt�c ti�d� OG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hLtps://www.southoldtownu.gov Date Received APPLICATION FOR BMI-DING PERMIT For Office Use Only i PERMIT N0. �� Building Inspector: SEP Z 3 2021 - Applications and forms must be,filled out in their entirety:Incomplete applications will not be.accepted Where•the'Applicanfls' not'the owner;ah' Owrier's'Authorization,form"(Page 2)shall`be'complet'e&,." Date: p7p��(/`�` OWNER(S)OF PROPERTY Name: 1-5;qIero SCTM# 1000- . Project Address: J kS grkviev ' / S 7 Phone#: �.�J.. �.3 Email: s��r�(�. QM?.S'o�!!, Fief�ed'`C0 - Mailing"Address: CONTACT PERSON;: Name. .hn+ 0 6)� Maili1.ng Address: / '' m Phone#: Email: DESIGN"PROFESSIONA'L INFORMATION; Name: Mailing Address: Phone#: �1 Email: CONTRACTOR""INFORMATION: Name: _...__. .. ..�.�./.JLC. ._... ._. ._. _ ...... . ... ... ....... .......m..._.- - -.._ .........___......_- _._ ___..,._.._.___._.. --_.-__._._.. ..-,......_. .. -_____..... Mailing Address: Phone#: Email: DESCRIPTION 011 "PROPOSED CONSTRUCTION" , New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 75M OUCH Will the lot be re-graded?Xyes El No Will excess fill be removed from premises? es ❑No 1 PROPERTY INFORMATION Existing use of property: � ' (� Intended use of property:5°1 ___.. __._ __.__.____..__ Zone or use district in which premises is situated: Are there any c v nants and restrictions with respect to �{ this property? Yes ❑No IF YES, PROVIDE A COPY.eTh,+ Check Box After Reading: The owner/contractor/design•professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE'to the Building Department for the is of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations;,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authodied inspectors on.premises and in building(s)for necessary,inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print,na ❑Authorized Agent KOI!!ner, Signature of Applicant: Date: STATE OF NEW'Y6R4 e� SS: COUNTYOF °e e� ) Cf_mId Pi Sine rn O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OLyner (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ,Z"< day of 20 ,'2— c -Q a y Public - MARYJANE.DE SANTO Notary public of New Jersey PROPERTY OWNER AUTHORIZATION Mycomm(sslonExpires August9, (Where the applicant is not the owner) 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 o�g�FFO(,��oG BUILDING DEPARTMENT-Electrical Inspector h TOWN OF SOUTHOLD oy �_V Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 '%Ol Telephone 631)765-1802 ( f Temporary Certificate # Date 2022 Customer Name S e Electrician Name P r ( q_ Address View LD Phone(v353-7 S_1�0 S76 e-mail - Q a. �, V% Jbi-z_ e-mail e _ F Y'iM4& 1 , )Diz. Phone ] 1?>g Sa License# MF_15_�2 402— Size (2OCA A Phase ` Overhead_eq _Underground V., #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid f d the date ab Authorized by OSF 01 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 M. Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov seand@southoldtownny.govov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IISKORMATION (All Information Required) Date-. N 2-02 Company Name: Pf Mr- Electrician's Name: - License-No.: '5L`U 2 EElecc.-email: Elec. Phone No: request an email co y of Certificate of Compliance Elec. Address.:RUO Vnadwaw pNf- Ibao- 1 JOB SITE INFORMATION (All Information Required) Name: Address: IIAK,5 t-v i ew r Cross Street: VaLf rv Phone No.: "�5 5 Bldg.Permit#: WAD)1A email: -T% Z Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): V\CAU8u xmU (-S tni lu- Square Footage: Circle All That Apply: 6- Is job ready for inspection?: ES ❑Rough In ❑ Final Do you need a Temp Certificate?: YyES7N0 Issued On Temp Information: (All information required' Service Sizeq1 Ph 3 Ph Size: °`��A # Meters Old Meter# E2/New Service0 Fire Rec nect®Flood Reco2Pole" ervice Reconnec Under round verhead 9 ❑O # Underground Laterals 1 2 H Frame . Work done on Service? Fly - Additional Information: PAYMENT DUE WITH APPLICATION ! ( Ito2:L ,4 4 ' LO vc 4 � 10�lea fF ( .: BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD . Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 " Telephone (631) 765-1802 - FAX (631) 765-9502 .. roperr .southoldtownny.aov — seanda-southoldtownnv.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IFORMATION (All Information Required) Date: 202-2 Company Name: i Electrician's Name: +f_� License No.: J152402 EIK. email: I11 a'_DVI M , 10 P Elec. Phone No: I request an email coy of Certificate of Compliance Elec. Address.. p ° )bYW L JOB SITE INFORMATION (All Information Required) Name: SO Address: %,J . ' Cross Street: Phone No.: Bldg.Permit#: -U—IO \IA email: Z Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 4mc Cho��n - Rrst ,Suco no�_ , &Sc mui- -floors Square Footage: Circle All That Apply: Is job-ready for-inspection?: ES ❑ N ❑Rough In ❑ Final Do you need a Temp Certificate?: NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[:]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION 11 !o 2Z C 43i�,_ 25-b be# R-;_- C4- 103 o(ol _ BUILDING DEPARTMENT- Electrical Inspector o\�S�fFD(K�OG TOWN OF SOUTHOLD ,�� yam` '•� Town Hall Annex - 54375 Main Road - PO Box 1179 ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 L �91 rogerr(cDsoutholdtownnygov — seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: emai.l: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?. ❑ YES ❑ NO ❑Rough In. ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On' Temp Information: (All information required) Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals[:]l 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -z PERMIT P Address: 7 Switches Outlets GFI's i Surface I 17 1 r Sconces I I I r H H's 1 btt 1 I UC Lts Fans 1 Fridge I HWJ Exhaust Oven �� W/D p `illl f� Smokes DWI I Mini r� Carbon Micro 1 *@'rla t o r � (r Combo 'C oktop ` Transfer AC AH Hood J� Service / A�J �ps Have ysed Special: O,A /_t�� `_!�`Q, t40) 'L CommentsS o � a -C, e pF 50(/T�,QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q a BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Gerald Salerno 1 Thier Lane Upper Saddle River, New Jersey 07458 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1485 Park View Lane, Orient, New York 11957 TAX MAP NUMBER: 1000-15.-5-24.24 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: A foundation location survey was not submitted and approved before framing under Building Permit 47014, issued 10/21/2021. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the foundation location survey has been submitted and approved. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. J DATE: November 2, 2022 o n J.B J ski Se 'or ildin In pe for IT SHALL BE UNLAWFUL TO REMOVE T IS NO IC W H UT RITTEN CONSENT OF THE ISSUING AGENCY. � SUFFt1t, eq Town Hall Annex ` � _, Telephone(631)765-1802 54375 Main Roada Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 *►. ^P `s BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: I� Owner: 4A5Iw// 1.41F,014T AA Location of Property: AlAr f 0, ap� 0, Aw_� _F - / Plea a notice that the (check applicable line): Ne esidential ructure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (che k plicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) F oor and roof framing (FR) ` Signature: Name (person submitting this form)• � s Capacity(check applicable line): Owner Owner representative TrussReg15. ocx Effective 1/1/2015 POLYLOK 20" I/A OWTS General Requirements CONCRETE 24" DISTRIBUTION BOX 1.Installer shall provide a certification of the Installation and construction(W.W.M.73)from a PROFESSIONAL ENGINEER OR COLLAR STOPPER END W/ LOCKING COVER REGISTERED ARCHITECT for final approval of the system PLUG 2.The Installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII(Septic Industry C/ N FROM OWTS Businesses)and Endorsement J(Innovative and Alternative Treatment System Installer)through the Suffolk County / RISER & COVER TO LEACHING FIELDS Department of Labor,Licensing and Consumer Affairs,pursuant to Suffolk County Code§563-79(11)(J).The Department of Labor,Licensing,and Consumer Affairs maintains a list of licensed UA OWTS Maintenance Providers. F76ER JOINT--� 3.An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be i PACKWC PROVIDE SPEED LEVELER submitted to the Department DWELLING WELL ON EACH OUTLET 4.All installed I/A OWTS are required to have an initial 3 ear warranty and o ratlonhnaintename service contract & SEPTIC 150' + �T sEtNER P/ �pr 12" THICK UNDERDRAINY lv pe (TYP/CAL) FILTER MATERIAL TYPE 1 5.When an IIA OWTS requires a vent,the unit shall be vented to the roof of the residence being served.Vent pipes shall extend a minimum of 6 inches above the rooffine and the o of the vent shat have a minimum horizontal separation of 12 +13.4 PW PIPE D3034 top P I DWELLING inches to the sloped portion of the roof.In cases where it is not practical to vent the system to the residence roof,a vent GVRg 13.0 N SDR 35 P 0 L YL 0 K D-B 0 X DETAIL pipe may be piped to the exterior side of the residence and terminate a minimum of 18 inches above grade.These vent pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.AN SEPTIC 150' + NGRE�E TO SEP77C i CQ FROM DN£LUNC TANK vent pee must have a minimum diameter of 2 inches. N.T.S. 6.Garbage riders shall not be sewage disposal.In addition,water g grinders permitted when an 1/A OWTS is utilized as means of softeners shall not discharge into an1/A OWTS. C.l. 60° PVC WYE GTO PVC 9 HOUSE ADAPTOR 7.Install I/A OWTS tanks according to manufacturer's recommendations.AN applicable recommendations provided by the manufacturer shall be implemented 8.The I/A OWTS tank shall be installed at level in all directions(with a maximum tolerance in any direction of+/one z +13.3 quarter inch)on a minimum 34nch thick bed of properly leveled and compacted sand(free from rocks)or pea grave 9.The to of the IIA OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. 1 s � CLEAN OUT DETAIL p g _I EXISTING /� ZEE �� +13.3 / N.T.S. Electrical Requirements W WELL o, �I! �/� O z / � O 1.Control Panels � W .¢_) (12,9) DWELLING WELL a.All wiring and equipment are to be installed by the elechical contractorin accordance with the 3, 0 +13.3 +150' b.Theacontrol ptional anel box musc Code ts be placedoutsideEC)and In a suitable pedestal near the structure that it serves. � Q W z Alternatively,the panel box may be mounted on an outside wall of the structure(preferable a utility _ +13,0 c.The control panel shall be placed at a comfortable height for access. N > $G 1 room,and not a living space). �-- ADJACENT LOT 177 1/4- PER FOOT MIN. PITCH d.The panel shall meet National Electrical Manufacturers Association(NEMA)4X specifications. Y W f I AS PER FILED MAP 6160 MIN. 4" DIA. SANITARY PIPE e.The conduit must have appropriate seals to prevent gases and moisture from reaching the control Q x I V\ 1/8" PER FOOT MIN. panel or junction boxes. Q' X21 130 I SDR 35 PVC WASTE LINE t Each system shall be equipped with a functioning warning system which oil activate audible and Q d O visual alarms thatcan be readilyseen and heard b the occupant's of the building served. A ` o +13.3 Y Pa 9 DGE �F 12.4 P ` jC \�6� ° I `c� ,�` TO WE� HOUSE CONCRETE COLLAR SDR 35 12.4 _ +12,6 �� 1 WATER TIGHT FRAME & COVER 2.Pumps,Blowers,Level Sensors,and Controls W 00 I �% F.F. EL. 15.5 �t MEN UP ,� CONCRETE COVERS a,The electrical junction box serving the pump motor and floats must be watertight and located outside p ASE BC 12 3 I I TOPPER END PLUG W/ APPROVED LOCKING DEVICE BELOW GRADE the I/A OWTS tank chamber. < r ( > & SECONDARY SAFETY COVERS 4 CONCRETE DISTRIBUTION b.The Department Shan observe the pump system operate through a normal operating cycle. \ W/ LOCKING MANHOLE TRAFFIC BEARING \ I c.Inspection for leakage of the force main fittings will be made during the pump test procedure. 6 �a / > +12.4 NCRE�E Gv \ \\ (12.6 ''/ c�j EL. 13.0' COVER EL 13, SLABS 59'P_ 1TC= z F F GQ � C I.E. , .,t \ (12AY CCN L> 12.0' 8 m►n. Y MIN. =��iL Ill=illllii General Construction Notes 0 2.0' ^ r PROPOSED v J \ P Z MAX 1.LOT AREA:40,070.4 SF OR 0.920 ACERS +12.6 / \ STONE �> +12.7 ..:.:,.:.:..:.:.;'':::: 4 SDR PIPE { 2.SCTM#1000-15.524.024 / gC ,12 �� 13,1 \ DRIVEWAY �> ,� C1 EAN OUT I.E. �I I.E. I.E. I E 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY JOHN J.BEZUYEN,Last Dated t2" \ I v 10 6 10.5 10.0' ss' LE. `: ': 5/20/1021.ELEVATIONS REFERENCED TO THE NAVD 88 DATUM 12.5 _ ..r : :: :: •; 4.0' P.O.B \ ( ) 13.3) D-BOX 9.6' U / \ ;1�;:_-a,:•ri;lar C;;: 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS +12.9 FLOW .:.... ..:... ... (TC 12,3 L=33,57-' \\_ / \ (13 0) 13,3 LINE I OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED 1 BC 11.8 \ 13 + + , 4 5.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRKJRTO THE 1 R=20,00' PROPOSED [61 LEACHING GALLEYS (4 DEEP) COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE i (131)1 A--960091301 UNDER GROUND FRCPOEED [3] EXPANSION GALLEYS (4' DEEP) J.o'MIN. PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. o ELECTRIC SER VICEF 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING t y4 CLEAN 13,1 CN HYDRO-ACTION AN600 I-Igi pII� WORD \ ' PROPOSED OUT 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE ` FLAG HYDROACTION H EG W AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. \ POLE (12 8) 8 BEDROOM M �j AN600 DEL. 2.0 DWELLING +12.7 (� GROUND WATER 1 STORY TXY CONCRETE 12.9 EXCA VA TE ALL UNSUITABLE TABLE SOILS 8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS.. PAD FOR AIR PUMP AIR BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3000 PSI 28 DAY STRENGTH CONCRETE. FF. EL =15.5, AND CONTROLS + LINE LEACHING POOL DETAIL GEN_ GF. EL =15.0 13_ (13.2) /� 10.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS BF. EL = 6.5' 13'0 v• ENG 1 N m R l S C ER T J F 1 CA T�ON R E�L'I RE D. 11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO \ 7C VENT N c. r p n PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS THE METHODS AND U Fa- O F R,A- C t'.P T 4 I,•AT Ir 4 MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL LINE O LL .� rsr11: � ._ Q ,° ? i"Or I N!�s►L LAT:O N l�N D GQN:r.T r,U^T CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT CONTROL. +12.6 V,�!'1 �9 12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM \ WATER SERVICE PROPOSED \'j�\ (12,6 n / ELECTRICAL V1�'_ Or IA/OWTS MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. PROPOSED CONNECTION V WO 10 For, ('^JA L APPPOVAL. 13.ALL COVER ON TREATMENT UNIT SHALL HAVE APPROVED LOCKING COVERS `\ IN CONDUIT a PROVIDE 2'VENT PIPE FROM THE OWTS TO THE SINGLE-FAMILY DWELLING AND CONNECT TO THE WASTE PIPE VENTING oy \ �t ° COVERED I PORCH SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITVE SLOPE FROM THE OWTS TO THE HOUSE$O ANY LIQUID WILL DRAIN TOWARD THE TREATMENT UNIT. 1.6 �'/ \\ (13.2) 1 ,.` n v "� e a •.,, SEE NOTE#5-AA OWTS GENERAL REQUIREMENTS FOR ADDITIONAL INFORMATION 12.6 14" r ` ��,. EXCAVATION INSPECTION REQUIRED (12.2) \ -p ,4;";{ =<.E a•:r. /!later lines must be inip!!cted by the 'CJ ,� ,r . _ ,, Suffolk County Dept.of Hlwalth S�*Iyiees. ' FOR SANITARY SYSTEM SANITARY SYSTEM DESIGN �'� -00 VACANT LOT 12,9 � °�� ;'�� •� `� +11.4 C-A O \ \ \ O , e V A.. +� Cali(631 852.5754,48 hours in BY HEALTHDEPARTMENT 4y \ P ► 13.1 t' advance,to schedul*inspt�ction(s). �'c O \ PROPOSED \ o " '°" I%� A/I SYSTEM (12.8) t � . \ MACADAM \ \ DRIVEWAY \ 12.8 ts" 4 \ ( ) \�\r� 10" �� ,, �, 8 BEDROOMS k 11.3 Nt.J) TH A ) titi p J 12. CHAIN LINK FENCE SPS ��°`�. ^��`o� , off (128) ' , +12.4 �\ 10" I/A-HYDROACTION AN6010 = 660gpd W \ 13.0 n k LZ 24 LEACHING _ a 8 BEDROOMS X 75 d b = 600 d Z P � ` q.P ./� P 600gpd f- �'�0 12" 2"/12" \ (12.2) IW 0 +10.9� Q� d 11.9 20" > > W J ` AIlk 12,6 20" WELL AND LATERAL MUST BE [6] LEACHING GALLEYS 4 DEEP W 0 -17 O ` SHOWN ON FINAL SURVEY r3 EXPANSION GALLEY'S 4' DEEP = w LO �/f' \ -(12)-' � 12.9 L J ( , J Q � CV ® ✓o v�\ PROPOSED WELLI 04 +12.1 , �v COR FENCE • 1485 PARK VIEW LANE cn z +12.7 0.3'NE / r � O \ o ` ORIENT, NY _ W 0 CD "' y �1 \ +11.5 16" U- x �k 13.1 13'5 ALL COVERS DN TREATMENT • LC CONTROL PANEL O M lz- f I 10.7 \ �/y 12.3 �JL�. IRON PIPE UNIT SHALL HAVE A SECONDARY / W120 COtPRESS� S U B D i V I S I 0 N .a ORIENT BY THE 0 `c� FOUND ALL COVERS Iw TREAT14ENT PROPOSED \ SAFETY LIDS/ DEVICES WILL » BE INSTALLED (KID CATCHER) a Q < < SHED / D14 IT SHALL HAVE A SECONDARY SEA LOT #176 SECTION #3 W -('12,6 E • SAFETY LIDS/ DEVICES WILL � G Q PEILYL13K BE INSTALLED (IID CATCHER) jo +10 l LOCKING COVER t/1� ltsv C os� SAFETY COVER C LOCKING f n L SECONDARY LOCKING COVER �/ IJ) o \ oti \ �, & SECONDARY FIELD IN SUFFOLK COUNTY p SAFETY COVER 8" c�� I °p� � OCTOBER -' j 14 11,6 a 8" �2° ° PA"Q 16, 1976 AS MAP \ 0.3 8" 12" 8" �j i8 1 '� 12.1AW BRFAWR #6160 ��y� 24" BarWOR BELOW B S CT M# 1000-15-5-24.024 GRADE I �Z�� 1011.4 e" 11.4 s at?a BOX \ � pro ' BMA AREA FOR HEALTH +9,6 0 18» Q2" DEPARTMENT APPROVAL STAMP 14%10" Jxc carvrna PANEL `Lts` W/4W mIPAFSSV R An PLW 1r \ 11.1 im ELECTRIC RISER DIAGRAM 12" N.T.S. BC 8.7 0 \ ADJACENT LOT 175 Tc 9.1 s ° AS PER FILED MAP 6160 ELEV. 12.0' +9.6 VACANT DARK BROWN LOAM OL 0.5' r VACANT \ °P BILL OF MATERIALS IA M BROWN SILT ML ITEM PM DESCRIPTION QTY: ro �O \ 2 0 MA-AN600 TANK,AN600 245 NITROGEN REDUCTION 1 DRAWN BY: JF/JP o CD A 180055 TANK,AN600 245 PRETREATMENT 1 0 C:) �c �' B 130002 SNGSTANDARD 2TANK CONNEC"NIGKIT 1 IA/OWTS Hydr Action \ ,,•^ �*''� BROWN SILTY SAND SM ��,,,FM . C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN800 1 JULY 24, 2021 C.`rCI.11tl 1-L7IF.P.r7�•.� D AN600-P AN600 W/PLATFORM COMPLETE 1 1 f„ L10.5' GROUND WATER 1.5' E ECSO-30-L120-PLC EC50-30-L-120-PLC SUFFOLK COUNTY DEPARTMENT O HEALTH SERVICES LOCKING COVER DETAIL N.T.S. WATER IN BROWN SM PERMIT FOR APPROVAL OF CONS RUCTION FOR A \ SILTY SAND SINGLE FAMILY RESIDEN = ONLY _ SCALE: AS NOTED REMOTE PLC CONTROL PANEL 13.0'WATER W/ HPBO COMPRESSOR \ - DATE 8/23/2021 H.S. REF. N( . R-21-1924 SHEET NO: 36'X 36'X 6• WATER IN PALE APPROVED fk wrr"6x6 HAD VIRE BROWN FINE TO SW COURSE SAND I I FOR IIIIAXIP.AUM OF B _BEDROOMS DWELLING WELL \ CONTROL PANEL 8c AIR PUMP ELEVATION . • EXPIRES THREE YEARS FROM D FE OF APPROVAL & SEPTIC 150' + AN600 NITROGEN REDUCTION SYSTEM or+Am�ev,tirMvrs SITE PLAN N.T.S. • •- SI�iiNTURE am �. PART 19.0 hydr Ct10R A�RovEn 05/11/17 0 HA-AN600 11/20/2020 SCALE: 1" = 20' McDONALD GEOSCIENCE DVIELLING V�L- SEP 71C 150' + / TAX MAP REFERENCE: DWELLING +13.4 ® SECTION 15.00 BLOCK 05.00 LOT 24.024 SEPTIC 150' I CpNG �� REFERENCES: r W in1. LIBER 12000 PAGE 492 2. BEING LOT No. 176 AS SHOWN ON A MAP o I i/ ENTITLED "MAP OF ORIENT-BY-THE-SEA, SECTION o / 3 , FILED IN THE SUFFOLK COUNTY ON OCTOBER +13-3 16, 1974 AS MAP #6160. v � m I / •- ''� R 0�' 13 3 GG 1 i� / AREA = 40,070.4 SQ. FT. = 0.920 ACRES 41 DWELLING SEPTIC 8c ® / r:✓' (12.$) �, f NOTES: WELL UNKNOWN/ - -"f +13.3 CC 1. UNAUTHORIZED ALTERNATION OR ADDITION TO SURVEY MAP BEARING A r ' LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, Ve�� cx� 1�j�J f0 I SUB-DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. v 2. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. p �2 3. EASEMENTS OR RIGHT-OF-WAYS ON OR BELOW THE SURFACE OF THE [}(�i� a� 12.4 ` � .„.12.� ZC a, ��w`6g•Q I i 12.4 �``►► GROUND WHICH ARE NOT VISIBLE ARE NOT SHOWN OR CERTIFIED TO. PAVEMENT UP I I 4. COPIES OF THE LAND SURVEY NOT HAVING THE EMBOSSED SEAL OF LAND (BC 12.3 /(13.5 I SURVEYOR SHALL NOT BE VALID. / N I 5. DATUM: NAVD 88 -8C 12.2 -+-12.4 t C�'~`�--,--' ,. '• fi. WELLS AND CESSPOOLS TAKEN FROM SURVEY ENTITLED "SURVEY OF PROPERTY AT ORIENT" PREPARED BY "PECONIC SURVEYORS, P.C." ON �"`� \\ PROPOSED (1�7 K.• FEBRUARY 10,2021. \ +12.6 r r w �" \ STONE / •�'q� +12.7 DRIVEWAY �--" loll P.0.0 \ (13.2)+ 14.0) I PpK \ 14.0) .�� `' ADJACENT LOT 177 o,\ / -'� SE� /�� +1Z9 AS PER FILED MAP 6160 o�� }BC 12.3 L=33.57' i / \ (14.2)YPR 1 R=20.00' c1 pNT //j �"13. A 96'09'30" 5p° F �/ (14.0 2�" 13.i COR FENCE G PROPOSED PO �o DWELLING ' POLE ( ) i +12.7 e�a� � 14" 1 STORY 1�� '�• rs" ` FF. EL -15.5 GE /moo GF. EL =15.0' 14.0)} I r �w �(`�w BF. EL = 6.5' (13.2) 13.0 un \ r \ O01 , / +12.6 (S1 \(11 .0) i � �..� l PROPOSED - ' COVERED o to PORCH (15.2) r8"� CnA NCS. (12.5) OZ \\ i 'O X12.6 14" C3� DWELLING -00 VACAhfT/LOT 12.9 111.4 t� qx �fP. , \ ��p W i \ ��1 qa_, O - .'- �p,� �i PROPOSED �, \ oU r `�' MACADAM �m (14.8) 1 s" \ DRIVEWAY v 1 (14.6) C Qo ro" +(12.9) v' \TH / �j4) 12.4 1C„ �, (13.2) +i2.4 CHAIN LINK FENCE / i,' �• ��'� \ ~ 13.0 ` \ ✓ 1�� /moi (13.0) .\ / \ / �13 ` , CY `I » -(12.5) \ 11.9 2G'" l l�r / �' � 8 ® +12.1 R� ` CO3'� FENCE / ! "� \ +12.7 0.3'NE o IMPROVEMENT CALCULATIONS. 1s / 5 :1 .5 16" / GRASS AREA 31,603.9 SQ. FT. 13.1 13.6 © DWELLING 4,033.4 SQ. FT. 12.3 �\�_IRON PIPE STONE DRIVEWAY 2,100.8 SQ. FT. PROPOSED FOUNt? � SHED I �, �! °'�" MACADAM DRIVEWAY 1,736.5 SQ. FT. 70 1-1101 I +i2.6 COVERED PORCH 225.3 SQ. FT. DWELLING 1 / 1 PATIO 172.5 SQ. FT. SHED 144.0 SQ. FT. ro FRONT STEP 34.0 SQ. FT. 11.6 S" •(� 1�j p A/C UNITS & GEN 20.0 SQ. FT. 14.. a 0.3 N 8" 12" " Cj6 18" 12.1 \ LOT COVERAGE CALCS. 11.4 11.4 �,r�.� COVERED PORCH DWELLING 4225.3 SQ. FT. PATIO 172.5 SQ. FT. -F96 \ 12" SHED 144.0 SQ. FT. 14%10' TOTAL 4,575.2 SQ. FT. 12" 4,575.2 SQ. FT./ 40,070.4 SQ. FT. = 11.4% 11.1 12" BULK TABLE BC 8,7 \ `\ O TC 9.1 RESIDENCE R-40 MIN. IAREA T WIDTH LOT LOT FRONT SIDE BOTH SIDE REAR MIN. LIVABLE BUILDING BUILDING LOT ACC. BLDG TH FT DEPTH FT YARD YARD YARD YARD FL AREA HEIGHT HEIGHT COVERAGE REAR YARD '- '6 REQUIRED 40,000 SQ. FT. 150 FT. 175 FT. 50 FT. 15 FT. 35 FT. 50 FT. 850 SF 35 FT. 2.5 STO 20% 15 FT vAc;f,; =F ., � � v (fll_cEl ) As f'I=.I� 'FILED rt9AE� 610 PROPOSED: 40,070.4 SQ. FT. 320 FT. 231.11 FT. 52 FT. 21 FT. N/A 111.5 FT. 5,528.8 <35 FT 1.5 STO 11.4% 20 FT n� INV IN r2.=4.67' (30" PIPE) VACANT \ � � a \ INV OUT EL=4.57' (30" PIPE) CBI'F-✓,01' I \ .� C) LEGEND INVL,,.m4, '-�` I SITE PLAN FOR '/p,il..l..i ;�) o +� 2 UPDATE GRADING HL 06/07/21 CLL=CLEARING LIMIT LINE CLL \ \ 1 ADDED CESSPOOLS AND WELLS HL 5/20/21 NO. REVISIONS BY DATE CERTIFIED TO BE TRUE AND CORRECT TO THE BEST OF 1485 PARK VIEW LANE CP- CESSPOOLS © _ \ MY KNOWLEDGE AND BELIEF AND BASED ON AVAILABLE TOWN OF SOUTHOLD INFORMATION T0: TH 1 SUFFOLK COUNTY, NEW YORK TS= TEST HOLE ® \ \ f TREES TO BE REMOVED D 'JELLING WELL c �1t p'r' I, O' -I-- \ ENGINEERING P«C W= WELL f ® GB 9.38' \ \ ` ��, / --�� PROFESSIONAL ENGINEERS AND LAND SURVEYORS INV. EL=3.26' 74 Lafayette Avenue, Suite 501 22 Paris Avenue, Suite 105 J CAH N �. BEZIJYEN , P . L. S. Suffern, NY 10901 Rockleigh, NJ 07647 {FILLED) 845 357-4411 201 684-1221 PROFESSIONAL LAND SURVEYOR DRAWN BY HL DESIGNED BY PROJECT NUMBER SHEET:1 NEW YORK LICENSE # 50793 CH'KD BY:JOHN BEZUYEN DATE: 4/22/2021 20263-SP SCALE:1"= 20 i ! s j ADJACENT LOT 177 (igFR X200 o AS PER FILED MAP 6160 o A i COR FENCE 492 Lw 0.5' NE U CHAIN LINK FENCE FNCE S20'58'30"E 35.64' COR 0E3'NE IRON PIPE !g FOUND 15' SIDE YARD SETBA CK ------ 00 co LO $ i~ 11ttiltlt 1 JJ N U O $Attu$, t CI3 I oco Q E W I JAZ �° 10 co W �o II Q LO I p p \t1EXISTING FOUNDATION p Q TOP OF FND'T W t< WALL=17.7ct O GAR OPENING=15.3' 1\ o ADJACENT LOT 175 o 111.4 LO AS PER FILED MAP 6160 I I I•v W N ! m l� t11tt1 t:.tA;ttltE.tttt e U •� I t $1t E. tQ_ ['0 lttj ttttt!1Eg1y;$`,144•$$$•4, 1 Uj a ' 50' FRONT YARD SETBACK I I, �j • �-�- I P.O.B L=33.57' R=20.00' X96'09'30" o � O /W i UP /�Q 4,� OHW OHW OHW OHW OHW VP OHW OHW OHW OHW OHW HW UP CONCRETE CURB RYDER FARM LANE �.JV J '3 ?0?_" ' w - w —w —w W w - –w T"' CONCRETE CURB FOUNDATION LOCATION SURVEY FOR N0. REVISIONS 8Y DATE CERTIFIED TO BE TRUE AND CORRECT TO THE BEST OF 1485 PARK VIEW LANE MY KNOWLEDGE AND BELIEF AND BASED ON AVAILABLE TOWN OF SOUTHOLD NOTES: TAX MAP REFERENCE: INFORMATION TO: SUFFOLK COUNTY, NEW YORK \��o��$�t1tt$tt«u m t i i u n r r rnnriiiii��//�i OF N,-W rQ 1. UNAUTHORIZED ALTERATION OR ADDITION TO SURVEY MAP BEARING A SECTION 15.00 BLOCK 05.00 LOT 24.024 �� LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB—DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. 2 GUARANTEES OR NSTITUTIONS OR SUBSEQUENOTNOWNERS.NOT TRANSFERABLE TO ADDITIONAL REFERENCES: BROOKER ENGINEERING Pm 3. EASEMENTS OR RIGHT—OF—WAYS ON OR BELOW THE SURFACE OF THE 1. LIBER 12000 PAGE 492 >rP �° GROUND WHICH ARE NOT VISIBLE ARE NOT SHOWN OR CERTIFIED T0. 2. BEING LOT No. 176 AS SHOWN ON A MAP ��isl At- �`� PROFESSIONAL ENGINEERS AND LAND SURVEYORS 4. COPIES OF THE LAND SURVEY NOT HAVING THE EMBOSSED SEAL OF LAND ENTITLED "MAP OF ORIENT—BY—THE—SEA, SECTION � �� p I c 74 Lafayette Avenue, Suite 501 22 Paris Avenue, Suite 105 SURVEYOR SHALL NOT BE VALID. 3", FILED leigh, NJ 47 16, 19 41N THE SUFFOLK AS MAP #160. COUNTY ON OCTOBER JOHN J. B E Z U YE N , f. L. J. (8 5) 357-41411 Ro 201) 684-1221 PROFESSIONAL LAND SURVEYOR DRAWN BY: HL DESIGNED BY:— PROJECT NUMBER CHFFT 1 AREA = 40,070.4 SQ. FT. = 0.920 ACRES NEW YORK LICENSE # 50793 CH'KD BY.JOHN BEZUYEN DATE: 05/02/2022 20263FL SCALE:120 m i 1/A TANK W/ ADJACENT LOT 177 C/eFR '2000 j (3X) LIDS INT FENCE AS PER FILED MAP 6160 X20 00 V 0.4' NE pA D.B. LID COR FENCE GF19? v PAVER 0.5' NE CHAIN LINK FENCE O AREA 3" _ , „ COR FENCE ` 5 i s ; ' ° 2°" wrR?F 58 30 E 35.64' 8" o.3'NE ENCS OOL IRON PIPE U� P U FOUND U FILTERS L_ 4 -J L " WIRE FENCE _ 8.0' o 1�S�E YARD SETBACK (TYP) k �- ^ 20" -- COR FENCE V. W.W 00 N � ; 0.2N W �---- ,� 4 t 0.5'SW �-- j Cp 1 S.O N 1��1F"el\ilS�S1t4111t\t'`1t\St111it� 13.9 { � t WASTE WATER CONTROL ZE Y �utt�t� BOX :' "` 18" inn ~ � � Y io a l 1 Q Cn =t m 14" 14" W U o� DR�VEW4LY �' Wa IN GROUND w.= .; _,.. ,I W b Z w xZ II °' POOL ,?:,;, .,'ff,cn,z;',";, W C;�� n `` DECK c� ^` COPING= 1'A1fER Q; o C') ' u z Li 13.5' PATIO , o Li 2 STORY P DWELLING #1485 v Q L FF. EL=18.613.8 LV Q J { 61.0' FDNT GF. EL=15.2 o 3 111.4' FDNT 8" COR FENCE 59.5' SOFFIT BASEMENT EL=8.1' ,�� o ADJACENT LOT 175 PEAK=39.3' ��leuttt�t,t :=y 110.9' SOFFIT 8" b ✓ o.5'Nw AS PER FILED MAP 6160 � � t111� `t�tlltottt<Etttt�it`1�11ttttttttiti[ttttttlrt, .;�°.s< � t COVERED ROOF 8" W QW 15.3 `� (2X) `� t •.� ,•�.:F, ABOVE P 4 A/C ` s- AVER 3 0 12.7 '�` �' PATIO p 15.1+ .t �t�ti `1 z 1�t �` 12.7 LO V i1�4.7 ELEC METER 1 �'SHEDo 1 ' 42.8' FNDT W PAVER 14.8 t 1! It !1 t t j 12.5 _ Ct 42.0' ROOF r V AREA 1 ti 2.5 u.7 p 3 GENERA50' FRONT YARD SETBACK V � o TOR � ti~ O pyo GRAVEL e o O DRIVEWAY �' ni FLAG POLE °n 6 N P.O.B O v ^ O b Z LnU') x 8" L=33.57' R=20.00' �y � o ® WATER COR FENCE O I= 0 9609'30" WELL METER 0.9'NW WIRE FENC �� 10-/10- w N27'08'00' 231.11' 10" 18" 1r' UP TIE DISTANCE �/ OHW OHW OHW pHyy r�pyy� UP OHW OHW OHW OHW OHW OHW � CONCRETE CURB PAVER Al = 43'-6" A- DB= 34'-6" AREA 61 = 22'-0" B- DB= 16'-0" A2 = 40'-6" IrA'=\26`Zb" RYDER FARM LANE B2 = 15', �6" ` 0�� E� A3 = 63 -6 .� B3 = 39'-0" JUL 1 9 2023 A6 = 61'-0" NOTES: 66 = 35'-0" T'U7 D ;Dia';, 1. UNAUTHORIZED ALTERATION OR ADDITION TO SURVEY MAP BEARING A W W W W W W W LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, CONCRETE CURB SUB-DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. BLDG HEIGHT - __ - _......__.....____._ _______.__ 2. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO 39ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. GRADE AVERAGE .5 FT 3. EASEMENTS OR RIGHT-OF-WAYS ON OR BELOW THE SURFACE OF THE PEAK 39.3 FT tiY GROUND WHICH ARE NOT VISIBLE ARE NOT SHOWN OR CERTIFIED TO. BLDG HEIGHT 24.8 FT 4. COPIES OF THE LAND SURVEY NOT HAVING THE EMBOSSED SEAL OF LAND SURVEYOR SHALL NOT BE VALID. LOT COVERAGE CALCS. IMPROVEMENT CALCULATIONS. TAX MAP REFERENCE: 5. DATUM: NAVD 88 DWELLING (INC. PORCH) 4,041.9 SQ. FT. GRASS AREA 29,255.3 SQ. FT. SECTION 15.00 BLOCK 05.00 LOT 24.024 FINAL AS BUILT SURVEY FOR PAVER PATIO AND LANDING 1,151.0 SQ. FT. DWELLING (INC. PORCH) 4,041.9 SQ. FT. DECK 1,019.2 SQ. FT. GRAVEL DRIVEWAYS 3,595.7 SQ. FT. POOL/COPING 763.0 SQ. FT. PAVER PATIO AND LANDING 1,151.0 SQ. FT. REFERENCES: NO. REVISIONS BY DATE SHED 129.1 SQ. FT. DECK 1,019.2 SQ. FT. CERTIFIED TO BE TRUE AND CORRECT TO THE BEST OF 1485 PARK VIEW LANE FRONT AND REAR STEPS 67.2 SQ. FT. POOL/COPING 763.0 SQ. FT. 1. LIBER 12000 PAGE 492 A/C UNITS, POOL PAD & GEN 48.0 SQ. FT. SHED 129.1 SQ. FT. 2• BEING LOT No. 176 AS SHOWN ON A MA' MY KNOWLEDGE AND BELIEF AND BASED ON AVAILABLE TOWN OF SOUTHOLD FRONT AND REAR STEPS 67.2 SQ. FT. ENTITLED "MAP OF ORIENT-BY-THE-SEA SECTION INFORMATION T0: EW yo SUFFOLK COUNTY, NEW YORK TOTAL 7,219.4 SQ. FT. A/C UNITS, POOL PAD & GEN 48.0 SQ. FT. 3", FILED IN THE SUFFOLK COUNTY ON OCTOBER 1. SOF N 16, 1974 AS MAP #6160. �Q� �p1G-YU 7,219.4 SQ. FT./ 40,070.4 SQ. FT.= 18.0% AREA = 40,070.4 SQ. FT. = 0.920 ACRES y G� BULK TABLE * - ' BROOKER ENGINEERING P«c RESIDENCE R-40 MIN LOT LOT LOT FRONT SIDE BOTH SIDE REAR MIN. LIVABLE BUILDING BUILDING LOT ACC. BLDG AREA WIDTH - FT DEPTH - FT YARD YARD YARD YARD FL AREA HEIGHT HEIGHT COVERAGE REAR YARD PROFESSIONAL ENGINEERS AND LAND SURVEYORS 74 Lafayette Avenue, Suite 501 22 Paris Avenue, Suite 105 REQUIRED 40,000 SF. 150 FT. 175 FT. 50 FT. 15 FT. 35 FT. 50 FT. 850 SF 35 FT. 2.5 STO 20% 15 FT C H E N 95 PLS Suffern, NY 10901 Rockleigh, NJ 07647 EXISTING: 40,070.4 SF. 320 FT. 231.11 FT. 50.9 FT. 28.4 FT. N/A 111.4 FT. 7,427.5 SF 24.8 FT 2.0 STO 18.0% 42.8 FT 845 357-4411 201 684-1221 / PROFESSIONAL LAND SURVEYOR DRAWN BY: HL DESIGNED BY:- PROJECT NUMBER SHEET-1 NEW YORK LICENSE # 051187 CH'KD BY:CHENG YU KU DATE: 07/13/2023 20263AB SCALE: 20 00 TANK W/ j o 1/A (3X) LIDS ADJACENT LOT 177 �iBFR IN FENCE AS PER FILED MAP 6160 X000 0.4' NE 10 L D.B. LID COR FENCE F 4 9� 0.5' NE CHAIN LINK FENCE U- VER PA Z AREA 3" r - S2 , „ COR FENCE v 5 � - ° 20" 58 30 E 35-64" 0.3'NE L 1 U I POOL WIRE FENCE 4 8" IRON PIPE r- U = U FILTERS FOUND L- a o 4 L 2 J L 15SIDE YA_ RD SETBACK 10 WIRE FENCE (Typ) N N W W ^ 20" COR FENCE 00 4 0.2 NW 0.5S W �- Cp 15.0 13.9\\U1��\\��\\\��\�U��\1�\ _ W I WASTE L0 WATER \ �a- CONTROL \ BOX \ 18" p E � [ DI o m \ 8" -7 \ \� ,3.9 Y AUG -7: 2023 O = \ \ U Q \\\\\\ \ 14" 14" U E- w Bulldin DC artment co GRAVEL Q �a \ IN 1 Z Town of Southold z DRIVEWAY �Ip ='�� ` \\ D POOLROUND , U) >� w Z W p A \ DECK c� COPING= PAVER I"Qi o I; 13.5' .,PATIO ;� Q C) 2 STORY ~ ! Q 13 Z P DWELLING #1485 - �_� ':• w \ FF. EL=18.6' 13.8 W Q ....� GF. EL D: j 61.0' FDNT o 59.5' SOFFIT BASEMENT EL=8.1' \, 111.4' FDNT 8" Q COR FENCE ADJACENT LOT 175 PEAK-39.3' U) 110.9' SOFFlT 0 0.5'NW \\ PEAK=39.3' \\��\��,\�� AS PER FILED MAP 6160 Qw 15.3 (2X) \_ I COVERED ROOF 8"4 A/C ; S- [ ABOVE PAVER 3 15.1 \\\\\ \ \\1\ \\ ` 0 12.7 \ 2.7 PATIO U �47 ELEC METER ` a J , SHED �p . w 42.8' FNDT LO LU PAVER 14.8 \ \\ \\\1\ \\\ \\ \\\\ \\\ 1\\ \\\1\ ` 12.5/ `\ �� 42.0' ROOF CO V AREA \ 1 \\\\\1` D 2.5 LO GENERATOR 50' FRONT YARD SETBACK O do 0 o O Lo N GRAVEL °' to FLAG POLE o Lz 0 (V DRIVEWAY o "� P.O.B O 'N'to Cp a . 8" L=33.57 W R=20.00' Is � WATER COR FENCE WELL TIE DISTANCE A-=96.09'30" _� WELL METER ~ 3 WIRE FENCE 0.9'NW C= 74'-0" o10410" N27.08'00"W 231.11' 10-118- D= 40'-0" UP OH 6" b 12' UP SEPTIC SYSTEM TIE DISTANCE w oHw oHw oHw _�rtw._ UP ° OHW OHW OHW OHW OHW OHW---GQ� CONCRETE CURB PAVER Al = 43'-6" A- DB= 34'-6" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AREA 81 = 22'-0" B- DB= 16'-0"A2 = 40'-6" A- I/A= 26'-0" APPROVAL OF CONSTRUCTED WORKS FOR RYDER FARM LANE B2 = 15'-6" B- I/A= 20'-6" .C13 FAMILY RESIDENCE A5 = 63'-6" CID B5 = 39'-0" a Date 8/3/23 I j s R@f N0. R-21-1924 A6 = 61'-0" NOTES: B6 = 35'-0" The sewage disposal and water supply facilities at this location have been 1. UNAUTHORIZED ALTERATION OR ADDITION TO SURVEY MAP BEARING A inspected and/or certified by this Department or other agenc es and found w w W w W w W LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, M ot0 be satisfactory FOR A MAX IMM OF._ s BEDROOMS. BLDG HEIGH; CONCRETE CURB SUB-DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. BLDG HEIGHT �~�-- --- 00 ^- - -- --- - --- - 2 SOR NST11UTlONSCATIONS ARE NOT OR SUBSEQUENT OWNERS.TRANSFERABLE TO ADDITIONAL GRADE AVERAGE 14.5 FT _ -�""`5� _�� 3. EASEMENTS OR RIGHT-OF-WAYS ON OR BELOW THE SURFACE OF THE N PEAK 39.3 FT CRAIG KNEPPER, P.E., CHIEF y' GROUND WHICH ARE NOT VISIBLE ARE NOT SHOWN OR CERTIFIED TO. BLDG HEIGHT 24.8 FT Offioe of Wastewater Management 4. COPIES OF THE LAND SURVEY NOT HAVING THE EMBOSSED SEAL OF C° LAND SURVEYOR SHALL NOT BE VAUD. M LOT COVERAGE CALCS. IMPROVEMENT CALCULATIONS. TAX MAP REFERENCE: 2 AS PER COUNTY OF SUFFOLK LETTER HL 08/01/23 5. DATUM: NAVD 88 coN DWELLING (INC. PORCH) 4,041.9 SQ. FT. GRASS AREA 29,255.3 SQ. FT. SECTION 15.00 BLOCK 05.00 LOT 24.024 1 ADD CERTIFICATIONS To 07/26/2 Q PAVER PATIO AND LANDING 1,151.0 SQ. FT. DWELLING (INC. PORCH) 4,041.9 SQ. FT. NO. REVISIONS BY DATE FINAL AS BUILT SURVEY FOR DECK 1,019.2 SQ. FT. GRAVEL DRIVEWAYS 3,595.7 SQ. FT. to CERTIFIED TO BE TRUE AND CORRECT TO THE BEST OF 3 POOL/COPING 763.0 SQ. FT. PAVER PATIO AND LANDING 1,151.0 SQ. FT. REFERENCES: MY KNOWLEDGE AND BELIEF AND BASED ON AVAILABLE 0 SHED 129.1 SQ. FT. DECK 1'019.2 SQ. FT. INFORMATION To: -r FRONT AND REAR STEPS 67.2 SQ. FT. POOL/COPING 763.0 SQ. FT. 1. UBER 12000 PAGE 492 1. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 1485 PARK VIEW LANE O A/C UNITS, POOL PAD & GEN 48.0 SQ. FT. SHED 129.1 SQ. FT. 2. BEING LOT No. 176 AS SHOWN ON A MAP 2. BCB COMMUNITY BANK ISAOA/AT1MA TOWN OF SOUTHOLD FRONT AND REAR STEPS 67.2 SQ. FT. ENTITLED "MAP OF ORIENT-BY-THE-SEA, SECTION ' 3", FILED IN THE SUFFOLK COUNTY ON OCTOBER 3. GERALD AND DIANE SALERNO of New �� SUFFOLK COUNTY, NEW YORK 3 TOTAL 7,219.4 SQ. FT. A/C UNITS, POOL PAD & GEN 48.0 SQ. FT. E \\\\\\\o��\\\uaamun nupnrm�i�i�i/i�i�� 16, 1974 AS MAP #6160. �� y '% Y 7,219.4 SQ. FT./ 40,070.4 SQ. FT.= 18.0% - - o�,� AREA 40,070.4 SQ. FT. 0.920 ACRES BULK TABLE ;, o: CID _ = ` ' np 01IRENGINEERING P«C M MIN LOT LOT LOT FRONT SIDE BOTH SIDE REAR MIN. UNABLE BUILDING BUILDING LOT ACC. BLDG ', �'F os11a� co RESIDENCE R-40 AREA WIDTH - FT DEPTH - FT YARD YARD YARD YARD FL AREA HEIGHT HEIGHT COVERAGE REAR YARD '% 'I's � PROFESSIONAL ENGINEERS AND LAND SURVEYORS FD LAND 5 \� `y REQUIRED 40,000 SF. 150 FT. 175 FT. 50 FT. 15 FT. 35 FT. 50 FT. 850 SF 35 FT. 2.5 STO 20% 15 FT 74 Lafayette Avenue, Suite 501 22 Paris Avenue, Suite 105 C H E N G- YU KUPLS Suffern, NY 10901 Rockleigh, NJ 07647 III CVtCT1A1/�. All f'1-7nA CC 'x7/1 CT 7ZI 1 I CT C,11 A CT 0Q A CT AI /A I I I A CT '7 A 77 r, CC' 0 A 0 CT 7 /l CM10 no/ A 7 0 CT .. .,.^ ^ )^ -,.w^ 845 357-4411 201 684-1221 c P747 542 T I t M,rY,•1\1 1 l� t,.,�A,ii.NY -a„rM,,.K tv[Y, .{IY(y.MO„V,rv ••�r�,•'1yd,, ,r 1••M• .' ••raa dam, _ c0lnWlt Y"a LAWM KPOR6 •V 4 gf7t tlti®tittl t1J Ci9A 6iY 6At;YY43f My 1 �I THIS of 0ec,xmev aber ncir•nhundrrvlurt S ,rnty iNDEY�TLMJE, made the day •sltt0 I 13rr WFEPt ' �, II SWUDHOLLOa PROPLAT,l.ES INC. a dagstic corporation having Its \ Woodbury, ;l or nc pa p atpe d= us nags at 8243 Jericho Turnpike, �\ :lassau County:1 Hitm.York 11797 ii party of the first part,and BARBARA BOUKER residing at 596 Blue Ridge Drive, Hadford,Su o k ounty, ,Neta York' 11763 17. Ay,� I W rty of the secund part, WITNFMETK that the party of the first part,in considen{G n of trn,k,ll.rs and other vahwbit tonaWaralias paid by tilt party at the second part,does hereby gtutt and"ralmsc wilts lht party of the world part,the hairs or successors and assigns r f thrppsrly.of tilt seeand part fataver !. . \ shuate, ALL that ceruin plot,.Pine Or;psrcclo{slat. lying and bringiP.A& at Orleiint, °.Ire It h. TOivn Of S�tathold, County of SuffOdlt, and Stale i of Ilex York, known and `daifgnota: es Plot 146' ;1� Nrtaln MOR �Iltlad."Jtap of Orlent-ByrThe-Sea, Setlari Three,. situate tt 'Orient Point, of #a+tlloldr Suffolk County, New Y,,r'k-` i+icd and develop 4-VoodhoWoer Pr"itlds, Ise. s �- :I; ' I d3 Glen,Lane, Glenetood;lettdl:Ag. Np+:Vorit, 0 t� V. Van Tsryl and Sn2n, llcenssd Lased..: Surveyors, Greenport, IlAWY&k!',' sed'f Had IAthe off ice of the clerk of the t county of Suffolk on OdtobeP 16, 1974, as H4d6160 and ABS No. 7703. ;1 ,•:_ I TOGETHER pith a right of.wmy over all streets as shown and 616J�frespectivelYheas Ott W Sea, Sections ogle, two,aM three, Maps Nos, 2777, 36 � •.' flied in the office-of .the.Suffolk County Clark, - Said premises are sold;subjeet to: % 1. Any state of facts n accurate suryey -ay, shop, Provided saga does not n,; I render the title unmarkctable. Z. Zoning regulations and ordinances of the lapin of Southold, 3• Declaration of Covertaee•s`and Rostrlctlors dated November 15, 1961 under r• c" Lloer No. 5083, Page NO. 219, filed In the Offlee of the County Clerk, Suffolk i County, on November 17, 1961.ueelaratfon of Coya,tants i Res trlctions,11,8208,ep41 0agod9 �I The party of the second part Is infonw4 and hereby Acknowledges notice that the �I party or the first part contemplates develoming premises retained by the party of G the first part and fronting along and on Main Road to a depth of not Less than 280 feet nor more than 400 fest for business uses and purposes, and the party of the second part, by acclap1;snc,0 of the dead hsroundor covenants and ogress for thAte- selves, their s"cessorirepif assl9ns, that they have no objection thereto, and waive any right of cbjectloin:that may hereafter occurs by reason thereof, And further covenants and igrters.:.to execute and.acknoYtledge any and all Instruments deemed necessary by the pirty of the first pert In furtherance of and to effectuate C:, I such development. - 1 . I The conveyance is made in the regular course of business ordinarily and Actuarly condue cd by th4 graver' copppooratlo TUGh:T ER with all nght,title and_Intr:est, tF4ny,of the party of the fir\t {fart R and Nr any stre*ts and rw 1%abutting the abtice dr,crilled pi•etniscs to the ernivr 1inr�thr•rnf;TfN;I:'f l IF;k with Ihr a slsurtenanres and all the estate and ng t• of tilt part)' o1 the Aht pan in and to said Premise,: TO HAV4•. ANn TO HUI.b the premisri hrretr•granted unto the part;'Of the srctmd part, the hrir, or ,uar,utr• and asrigns of the part% of lilt second part foreaer. Premises sold suuject to Easements to Long Island Lig1ltl1,y Co. I _Iber 4329 CP 247 iand ' Iber 7776, cp 32• AN I)the isarty of the first pen covrnants that the party of the first put ha,rv.t danr or sufferrd anythinit whelchi. ,aid ld Premises have leen e=rnbemf in any ,rap %hatcs•er.ex-IR a•.Lnrsaid. IIANI)the part) r,f the first part,in compliance%-ith Seition 13 of the lien I.aw.„r,rlunt, that the Wt).al ih, fiat µint will rrcrive the consideration for this eon•ryanrr ar.,i will h,dd ill, nRfit 1"n+n,r such cnnud• vratiun a,a trust font n,be 41-11ed firs: tar the purix,•e Of paying the.,,.t of the un{m,s.-n-w at.•I rill apply yvr;.n; ,f •h, rest of the im ruse prof brfr,n u•mc enc L,cr••f rhe natal,.I the•amu fir II. the amp nr,: it,the ,., P any Other purixr,r. The Mora •;z,,1y" ,ha;l k cr,r. trued ar if it read "pari— ahrn,vr the 11" .i rias m•Irntptr w requttr,. �rj 17d W}tF1t�OF,the asrti•of the Arst pan ha.duly exerute'l phi. i,#.]th•.L>amn f yr fiat aline j written. !ay 1•; e,••,•,,... 17 ROPERTIES, INC. r<7, -• �E� 1 B 1919 /� TTAX /I/(/` SUcF�-K R UHL, PRESIDENT �, COUi41 Y y ar ' e[lie W ,f I DEOLA.-J.TIL:, Lr COVn- 1ZTS A:lD ItMTRICTIOiIS made this 2bt1i day of j G� EV ger, 1961 by l•OCQ;OLLOSI PROi'E: TIES, INC., a domestic corporation having I its office at 3 Glen Lane, Glenwood Landing, Nassau County, New York, herein- after called the "DecLarant", WITIIESSETH: 4[IMM1S the Doclarant is now the owner in fee simple of all lots I . on a certain man ontitled "Map of Orient-Dy-The-Sea, Section 2 situate at Orient Point, Town of Southold, Suffo]i County, New York, by Otto W. Van Tuyl u: l & Son, Licensed Lana Surveyors, Greonport, Long Island, New York-,"' filed in thej we f office of the Clerk of Suffolk County on October 26th, 1961 under file number JuIJ 3" A.H.S. Ilo. 38110; and " a MIM EAS the Declarant intends to dovelop the aforesaid promises as ival I� a planned community comprising single family detached tiNellings of a general enU Ile, England Colonial, Cape Cod and Long Island Farmstead architectural I' Flo' character and designs and WfMEAS the Doclarant intends to grant and convey said premises and portions thereof to various purchasers, and 4UMFAS the declarant is dasirious of subjecting the whole of said 1, premises and every portion thereof to certain conditions, covenants and ' I� rontrietiohs for the purpose of conserving property values and promoting • i• the general welfare of residents of the area, Ilan, TH=ORE, the Declarant declares that the aforesaid premises and W E" every portion thereof be and the same hereby is held and shall be conveyed a subject to the conditions, covenants and restrictions hereinafter set forth, a�d Wdach and every prospective purchaser of said premises or portion thereof by z �, o the acceptance of a deed thereto o-kmants and agrees that the promises so z i purchased shall be held subject to the folloiring conditions, covenants and W restrictions, to wit: N FIRST.- No building; and/or structure of any nature oil description shall be erected or maintained upon any lot havi.nS an area of less than 20,000 squire feet, with a ninimum width of 100 feet at the house line. SECC;ID - NO PART Cr AJ;[ btulrLing and/ or structure, except uncovered- steps, stoops, terraces, }patios and chinrey breast; shall be located ;ipon any � lot within forty (40) fact of the front street I - 1 I o >• 'r - r i . i I ]:it.'.i:l ti:rity C) 1'i .. t: • .. ?.. ^ :il., 1ct, ... cpt th , _.. o" 1 Cor'lo _ ..,. r"rrt �a,..1 :CB+;'lC�.. '� i.. _.ir• c3'j,;. ''. r1-r, 7 .::Zj' d�:, ::r1:CVC1', tliit, the width or the .-ii'l. ,'i_ . aI 'tt „ ,,:1 ! etl' .+t t:her t. . the 1^t frro,t.= shall Lo r,-t, lesz t!]:ci H.irty (30) :ar.t. I ..ZID — cath 1c;. ?� .•':C': _;l' .ri'.�tC .,,�i�'�I'.tial r�_I")ran_ ir:?y (or as a ovc.'es-7ic:wl (-ff'_ce c': h stc.a: or dentist resident i therein) and no Wil(lin; and/or stlilet:xe of any nature or doncrinti= wh; tcocver '11.11 i:c erected, pineod or maintained thornon except one detached single finily _welling not to exosed two and one-half (2-10, i strr_.a in '.r.iGht, :ad -in attanc63 ,,-,,arnge. i garago conni,oted to the dwellin;, �, an .ovsvh and troll;s, :+er_cln) roof cnall. I ' i t.e deemed cttached, All .,r.^ str]^, rrvi'lo not lens than 10OD square rect of ".,9ablo floor area ane'. all cn], and one-half and VIC an-1 ere-half story dwellings si)1?1 ,rrl,dc net less than 700 scl:are feet of usrbie floor arer. on—thp first flc:.r or crawl^.d lnvcl, + FOURTH - No aorarato or datacho't t;nrage, "t-house, outbuilding, j tarn, shed or other structure of whatsoaver kind or nature shall be erected, placed.or raintained upon any lc+. FIFTH - No trr.iler, basement tent shack tent, ngarage shall be erected, placed or maintained on any lot for use as a residence either jtcc:porarily or Ferra.nantly. SIXTH - No sins of any kind, other than the usual s;al. r_-feerional simn, shall 'ie eroctaa, main.t.al.ned or lisplayed to the pubiio view rn-any ;portion of tha 1-mid rr buildings irithnuL ,rrittan j consent o: the Declarant, and then nn) apcn much conditions as thn.. Dec?,rxant may s-.ecif,, Thi• ;rc•ri.sion, hmmver, shl�L n.1• i, u5cd .; flit nv' 1cricaz, whWi31' .'r:1'.tc8i;ca O: L{1'Jl: .11" _.•all not, exceed foo. ;!!) feet, in height. + I I , { i I i c l f I - I c;: pim sou-IL.C_.. }-_.. .. :'.. ,,; 1: ra;, n'.0 l � A;L ✓!; a._ '.. ... 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OJ�L��dJL TSG::.`i; �t:L :S '}L'031200 Crt,'r 'i:.Jli'}?Jr ['}•ll�T'L J at}; _aAZOCD-1 ^:;a,1at; 'PUT anrl; UT4aNr Fc�a'T•'L'r ;, VON,; "L'T;141.". ;u: . ;,.nt.: Tu:';,c a?suua auTIaIxa 'CN II •su^� [o ✓CJ ✓.lC T�l:r.iCL^aC atl3 "t:-•,;ul .:-y J II }Diulo ao/pr 711'TiitT.11 LO::Oilq.r'.i .'fi �[' GJ`. y:R £J l}T.u3 I j8a;:'}oa;; ,..,IL' ..iF1a'}i:C :} ems'.✓LCJ L'}:i.iJ.L•.i� IM • J"} ::IL;;:OJJI[ ,-,a:aor tX'. :,:uT•.i JIir TSt:�;.,1.;.:[4 "u�PT nq j f I-Lu Z'j'+uR L.::c ✓::J`::.. :..;:je•}.t a;:l:lt .^.:,•✓rLi:..l =u'oi:1i: . 'li: J•; Ct..�:,�T.(.. ... ..,il. .,.. F};:.:a:TU SO}.fu'}::J .'t:: i JCL Tr.;rOut:::,: ari twTjoa.1a 'r„'t;c ,tot; 1pa,;,tj.la a:}. ZTrI(s U-11.1.aso .,,. ;.Sr.�..0 :J11 JJ EL....•}CIl.2'}S :'��i�llL' .._ :i i'l 'iii 11,::." �j 1 ' ' � i $li:.''i:.✓.. .1v •}ULJ'."(:�� Jll i j:;.:A,ilic:'J th..}ca,', II � � , I I� dC•;•}0 :J �J .1:, rt::'j;JT' t.. .tu;J:'3taf:, i:7u'j:... -.. 'I.iN—Le£1 .10 VC'. C::ry l� TTL'FLIOZC7 �lili1`�:1^ 110" JO �r.i;; oa" T't::,;s ✓....;t�c'n..[�� .:n�i,t:r y^`lil i'FF1'! I TTr f.t:'a "Ira.jo sa.ln laDj I t_L ;. :� 'Ts at: J1;; T. ,:i. Ts; ;J Is lions J'' 'llr .10 LL_i :st: tt� "}:o,:up:", t..a.; JT;}' T;`•� • ,. ..•, •�;, .:"I'l,t..l;•;t�;: tr,;:;;-•..n!; .:.ir', u; • i f2:u)0 0; '�I I:.'�S Gill .ZJC#F 04 lsjoad;z l;: LZL..rL I f ., 1:.'t i•. ... .. .... i :J}•IT ?T 'C ,.,..:'ia:C all; i I 35:111M I� I ,it, r_i.^... .. "'lrl .. '� .•_�.... ....Fr.� .•):� 'i.l.. .,. 'Ir^ 'f?lifil' ^r r• a lienar, si---11 Irv:c ti here, reser:es t�te I • I r_ght to alter, ncdif;; c:• annul, in ...c1c in I art., u:' ,-.,; %n.. 7.ct cir lots .;r tate u;i^le of Ih aforesaid prfriircn, at any tine _cnct froir tt._ to tuna, any pr all of Lhe ccn:iitionn, ar,.:,it, �r.Ci res'.rictians set, f.;1.1: j in vile 73clar.cic'n. i TIM.TLEYM! - T'. e Li?clarant, his st::c•err ,rr and assigns shall l:avc �_hd herety reserves td;c, right to assigzi, with or vdthout a conveyarcc of title to any part. of the :+.foresnid Txo:,.aes, an, or all of the rigAts rr,2 powers of the declarant Iter^i:t r.f:,t,ined, by ;tn ic,s+.lu7"ent in :eooldable fora, an,1 thn assignee thereof, whether or not, nnah assignee have title to any part of the afbresaid promises, shall have the sane rights and powers r, cnd be subject to qts sate obligations and duties as are reserved by and *L:L-:en and assumed by the Doclarant horeiinder. FOURTM:71I - The Doclarant reserves to itself, its successors and assigns the beach and water front located at tiro northeast corner of the t premises dcci,;nstca 'c'oscrved °r o;ort.•,• Cwnnrc De^.ch" en the map of Orient-By-Th9-Sea, Soctic•n 1, filen in the office of the Clerk of the County of Suffolk, for the use and enjoyment of all -urchasers of said prer'_sec or Portions thereof under such rc;v.lations a^ may from tire to tire Lc re5.:onably ost.abLshed tr,; Deolnrant, its suocc3enrs s_id assi[;ns, and every prospective Purchaser of said prenisco or, portions 'theroof tri the acceptance of a deed tl:aroto, fuer t'.ensolves, their successors and assigns, covenants and agrees that t};c pret_ises conveyed by such deed, shall be subject Qo an annual ch:::•ne in such an amount as sha11 he fixed by the Declarar;, lits ^nd %ssis:s, not, however, exceeding in an;; year tho sun. of Fcar dollars (`11.0'0)cnsr lot KO fret ley 175 feet. The assigns of the Decllrarti. nay include a properties ot•nersa association that *aaf herep-fter Uc ^roanized for File'.: rurposeo referred to in this, r:1±azraph, � I and in the event such association is the runs referred to in this ` I paragraph provided shall be Payable to such ::sseziati,ons. Ever, such f :)vxchacer, their suacossors :nd. assigns cnver.lr.*a anal. a:;reos that the; will i pay the aforesuld charge ;o Declerant. 1 r a . I I I �� :�0��3 rdc�l23 • its successci•s ant assigns, o:\ the first da;! of i•:ay in each",and every year, and further covenants tha, said charge shall, on said date in each year,'becon a lion on the land and shat be such lien witil fully paid, and the Declarant, „,its successors and assigns shall have the right and power to bring all actions for the collection of said charge and to enforce the lien thereof. Such charg i! shall be devoted by Declarant, its successors and assiEns, to the payment of taxes and the maintenance of the said beach and waterfront. FIFTEENTH - This Declaration shall be binding upon, inure to the .I benefit of and be enforceable by the Declarant, his successors and assigns, j • i and (subject to the right of the Declarant, his successors and assigns, to alter, • j � 1modify or annul this Declaration as set forth in Paragraph Twelfth) any owner or owners of any of the aforesaid premises, their heirs, legal representatives successors and assigns; and the failure by any of the foregoing to enforce any of such conditions, covenants and restrictions shall in no event be deemed I a waiver of the right to do so thereafter. I j' SIXTEE14TH - The foregoing conditions, covenants and restrictions shall be construed as real covenants running with the land and shall cease and . terminate on the 26th day of Octob However, the Declarant, his succos ors �` and assigns, may renew and extend the sane for successive periods of five (5) years each by an instrument evidencing such intention and recorded in the office . of the Clerk of the County of Suffolk prior to any expiration date. SEVENTEENTH - Invalidation of any of the aforesaid conditions, covenants and restrictions by judgment or order of a court having jurisdiction 'I • ;) thereof shall in no wise affect any of the remrsining provisions hereof which shall remain in full force and effect. DI WITNESS WHEREOF said Declarant has set his hand and affixed his i seal the day and year first above written. WOODHOuai PROPERTIES, INC. it ,tii� �fi• i ii.�;; ._ ,� � t$r,,p..�,�Vit•. ..,. fVicd-President �:a 9' ;;1• = t? I dog r ';• rami I J i 'I i ew 121 RENEWAL OF COVENANTS AND RESTRICTIONS RENEWAL of a DECLARATION OF COVENANTS AND RESTRICTIONS made this 30th day of September, 1971 by WOODIIOLLOW PROPERTIES, INC., a domestic corporation having its office at 8243 Jericho Turnpike, Woodbury, New York, hereinafter called the "Declarant", WITNESSETH: 'C' 1 a WHEREAS the Declarant is now the owner in fee simple of lots on a certain map entitled "DIap of Orient-Dy-The-Sea, Section 2, situate at Orient Point, Town of Southold, Suffolk ( � County, New York, by Otto W. Van Tu yl b Son, Licensed Land Surveyors, Greenport, Long Island, New York," filed in the t Office of the Clerk of Suffolk County on October 26th, 1961 under file 3444 A.B.S. 43840 and ' } WHEREAS the Declarant has developed the aforesaid 4C= ' X21:,•.: premises as a planned community, comprising of single family ,.' ,. detached dwellings of a general New England Colonial, Cape Cod .'t and Long Island Farmstead architectural character and design; and WHEREAS the Declarant intends to grant and convey t . ` r.: . said premises and portions thereof to various purchases; and :i JI WHEREAS the Declarant has subjected the whole of L. said premises and every portion thereof to certain conditions, ' covenants and restrictions for the purpose of conserving property p� values and promoting the general welfare of the residents of the 5 I area, and i ij hiAR6 .;. :�:�a 701'1 recE.122 t �i • WHEREAS said conditions, covenants and restrictions i are contained in a certain "Declaration of Covenants and Restrictions", dated the 15th day of November, 1961, and I� recorded in the Suffolk County Clerk's office in Liber 5083 I� at page 219-, on the 17th day of November, 19b1, and WHEREAS said Declaration of Covenants and Restrictions contatns,among other things, a provision to the effect that they shall expire, cease and terminate on the 26th day of October, 1971, except that the Declarant may renew and extend. the same for successive periods of five (5) years each, and !dIIEREhS it is the intention of the Declarant to extend and renew the said covenants and restrictions for a period of five (5) years, 1101-1, THEREFORE, the Declarant declares that the aforesaid Declaration of Covenants and Restrictions is hereby : renewed and extended for a period of five (5) years, commencing. 4 L ' I!� on the 27th day of October, 1971, and terminating on the 26th day of oct:ober 1976, and the Declarant does hereby. f reserve its right to further renew, and extend said Declaration of Covenants and Restrictions for successive periods of five (5) years each, by an' instrument evidencing such intention -------------- and recorded in the office of the Clerk of the County of t. Su V expiration date_.__.i r IN WITNESS WHEREOF, said Declarant has set his hand and affixed his seal the day and year first above written. i WOODHOLLOW PROPERTIES, INC. I _ I Wa ter U , ice- res den �I -2- s. 1 r L1MER 7 -ELECTRIC EASEMENT dI�S�DERATi4K THIS INDENTURE, made they' day of 19 "14 between WOODIIOLL014 PROPI';ItTIF:, IT1C. �� 8243 Jericho Turnpike �° Woodbury, Slew York i the grantor, and LONG ISLAND LIGHTING COMPANY, a corporation duly organized and existing under and by virtue of the Laws of the State of New 'York, having its principal office at 250 Old Country Road, Mineola, New York, the grantee, I� WITNESSETH, that the grantor, in consideration of the sum.of One ($1.00) Dollar lawful money of the United States and other good and valuable consideration paid by the grantee, does hereby grant and release j unto the grantee, its successors and assigns, forever, easements and' i rights-of-way on, over, under, across, through and along certain portions of the land of the grantor shown on map of said land entitled Mag of Orient By The Sea Section Three lying and being in Orient II Town of Southold County of Suffolk , State of New York, and filed in the Office of the Clerk of said County an October 16 , 19 14, as Map No. b1.60 . A copy of,said map, on which are now shown 3 I the location and width of the said easements and Tights-of-way herein grant- i' ed, is attached hereto and made a part hereof as "Exhibit All, !� Said easements and rights-of-way herein granted include the . 1� following rights and privileges: FIRST: To construct, reconstruct, relocate, operate, repair, i maintain and, at its pleasure, remove single lines of poles including so ' many poles and such cross-arms, guys', stubs, anchors, cables, wires, *rte fixtures, transformers and other.apparatus on said poles as said grantee tI� construct,. recon-. may now and from time to time deem necessary, and to I struct, relocate, operate, repair, maintain and, at its pleasure, remove underground ei-ectric conduit systems, together with the neces sorry man- holes and accessories as said grantee may now and from time to time debet Iinecessary. SECOND: To attach to the electric distribution lines erected or to . libe erected thereon other wires for the purpose of providing electric service ;; to consumers upon property adjacent to said easements and rights-of-way. i THIRD: To trim from time to time any trees along said lines i so that the lines and wires thereon may be clear by at least forty-eight (48a inches on either side. i� FOURTH; To permit'the attachment of wires and facilities of public utility companies or others and to convey to such other companies an interest in the easements and rights-of-way herein granted. 1 FIFTH: To permit such access from the street over the bal- �i ante .of the grantor's property as is necessary for the enjoyment of the ease- dments and rights-of-way herein granted. .1 The poles, cross-arms, guys, anchors, cables, conduits, 'man- 't; holes, vaults, vents and other apparatus as from time to time installed, constructed and maintained by the grantee shall at all times be and remain fi the property of the grantee, it successors and assigns. Ilii 20-22.42£I-IE1�0 ,4- D s c 7RAN50, TA1`11 FW Y0F;K. i 0G RC-6029.1 -1-. f L"� R 7776 76 The grantor convenanta that it is seized of the said land and,.for " itself, its successors and assigns, forever warrants its title thereto and will defend the easements and rights-of-way herein granted, forever, against ' all lawful claims and demands. The easements and rights-of-way herein granted are exclusive and shall be binding upon and inure to the benefit of the successors and assigns of the respective parties hereto, IN WITNESS WHEREOF, the grantor"has duly executed this deed the day and year first above written. WOODHOLLOW PROPERTIES, INC. , VALUER UHL, President ATTEST; i Secretary �`l• Y " I •f fl It f� j� tl j� i • i. f� . i II ISI �I i; • II I" 20-22428-140-524 t. F C-602➢.f -1'- C �+ •�Ai.11.tpF.ti:5f�f3 i1 . low its TWO aQ' HBt,z6'F. 49 - S:' R X266: i h. 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'' `'': '.:cies;iiYeii'.a'he 4oi`deg.orng,:�natru.ment:,that h '.'P ,::.. . _;. ::..:,,.;:.., ,... % :th*tithe +rxal:afiixed td';sa�dtstrumpnt �e guch,Corp(' rxi��e�l,.'tlgat.It:tisteaci::":.:•:.:::.::..`':;:';;; - i ed i'y order:of ttie,'Board f.,:�� " :'. ot:s�d oir 4 st ot►:'t�n:I .:,,t;.'': :.:a x A ti .i' oi'd".. e tit 'tl" _a n� me Hier td e t ti y: h a' : T..',...:v.a :'4, E. �;- .:r �, �.;�. iw r J: t r� i : `j r..... .: µR. ,.. : .. . .:....: ,. tC.... ., ,..`. f t. 4 ;ir P" A, .�. µ :. �.\34:, Vii!. h 4 "1: i; 4'�" �. :� :. ' .,. ., ....:. ,.. . I .. i`:. f Y' - - .: . - _ .. .. - _ ' 1. "Q, .... :.. ..,:., :., V ..-.... :... .: .. :. '. �i .1 e.. : �'S'� .. . ..". .. ..:..::j .�.': .. I :.. ." ^1 .. fi .,..... '.,'...'. .,: _' # :.•V'::'i•• ..a .. Ly ' !: :.+ ;`�'': i ' E4' ,. yt; r»'.: ' .:o of:• '. .:' O: . ,. ..: :. .C'.Aw. w. .. .. .`.: .i . : tri' �:. .'' r. .: ::. v. •�: C. . ''•..` �: : t. -''# t! `. a ..�: :. ,. t� ;';'; .� �: 1r.` O" ,-: ;' .}, is 4 =: , i �: „s : rsq f t. __ :. ..'4.!: ,V: '^... to v� a'p'. .. ... ... ..s:.,; . •. '.;; c tt. r :,::' w H. q wA - � �' - . ::... .. .�., 1�. '~ .. ' . .' .....q _ ._. .. : �'. . .. i 4: :'; `Ir -pil - .1, Ll y..' .,T . eta .•.:.,•` :Y ;:r .......... sir;':::+h ^:z;., , {r...-tiy,:.. J, .. . i7 ,::� h' I .ri.:`. ,. .. .. .. ., �;�.,- �a/ —f... :C.w ,.T.V :.; . . .'... : r.: .va ,. .:.. . s-..-1-c;: `:: r'7 . : .., :.. :.;�.., n::.a: ..�. ..k:,,, i . : ' .. .-,. :. .. ,,.. . . ..: •u ..,.: ;. . . ... :.fit. . . L}�? . . : .'. .c _ . :. .. ....; ..... .. -- - : p. 5 � day of TF4t:� Aui'i�:l,?.�.:;i 'i?.Ysc?t+ t.hi:a • `C :. f` ' F ,• 't 19 j7 bet wcort `.fi(1(+t79tG+i i.Ot i-ROVERTIf-S, Vsc. o dQmnntic;Corpo'rat'ion .S ari rho Turia�,iSuaV i S�rrigho,,t6ev 'York ! • party of the S'irst port, horernafterirclf.*rrvd to "ia z thc�'"i'roperLY i .. -mnd;thr LONG ISLAND LIGH^aIM., CONPANX,'a':aow York aorpor- atig22 duly orgtwited tinct 6xinting ttnAe'r aad by"v,irtuo of,< the"Laws of theStito•vf Now York. haviv# an o,tfi.ce at 250 Old Cbuntzy" d Itorsd. itSueola, Nrznrrau GountF, New York, party of th9 second part, heroinArter reforrpd to an the "Lighting CoAtlWT,' ? j w};gRg,A_, the Property.owner herbin Is Cho,erner in fee t simile Ofcertain pr`S.vato ,roads, pr.i•vato righti-of-vay,hn tracts ' ' of land sit'oato Ortntst rvint, .'foam a,i,�SouthsaldSuf;Fo2k Cozxnty,_ naw York . 5 ,Now, T. gPaRE, THIS AGEtEt3T WTaNESSET}d: , x• a. }' That for and In conDi' Or:Atl•on of tho -pro'mis6SLdd'cov-' 013"to herein contained, bid of'the.aum of Ono Ao11ar {"$1.00) by 6 z. aach .YsartY'ta the other in hand. paid: the receipt of which is C hereby acknowledged., the partiez"s hereto, for' thomselvea, thoi:r ? j sespectivo tcuecexsvora and assigns, l eroby,agrov as follows: ' FIRST, Tho Property Owner heroby grants unto the' 1 ? Lighting Company. Its sixecesaors and assigns, the ;oasoment 'and " i ri}tht-os-why to construct, reconstruct, rulocate,.opera 6,-Tapair, 2 iiig,ie lines of pales, r+iniiatoin and•cit ltzs plennure;rombce s3ncltid- •• , � III !� 248: stubs.. pvchors,^, ! ' •oss�arIDB`s..g�'S!a i LA `"'�,< 'Ins--so isanY Poles ancL shah or . y. . cables, '.Tires, tixturea .ond.'other apparatus on safd poles as.aaid Lighting'Comp"T aoY.aud.tzSom time to LiII1e'devm neceaisar7 tor'' ,the'maintenance at ele+i rio single,' p14 distrSbut'iou lines, o2ocatrat@',` ••to."oonatxuat,�regoastruct',,re,. ope . •,repair, :'•a : . a ;.amd st its pleasurie•:remone underground®lsctz�io.'ooriduit sgstemts., ¢ i�atogsther`vith th®.neoeas�ar9 n�hiiiea and ac 4ssories,for the: inteaance;'ot-undergxoundsl®ctiSa co�iduit tamp,:la, ou, a er;.over. through-aad ai Lho tollotttng. $avribbil strS :'bt .' landd and:s 012ont'b 2—.-' 88GZ�liZ�SG.at -9A 91'Propirtr° �Tawrs�,O4,'.+Wq ha1d,,,$gi'1'g2fC'•C06tnty4',:, iz®rcin',`'.situato`at:'Oriecit Po#nt,' :•�:. '"` )jew-Yorks.`said'''pa#.nt;:of,'treginnA'ag^ba1nB to did;iii this nast�ierly sido,lino `of,YFa#n'Aamd..,(Stat�.highknY} wb.or 'tlie',arzms ix iist9rse, {.. the%:'soutYiioatorly ;eorsiar:of said .Laiuia-:o ttio;•FicopertOxnar,',' xaerai nxith.t2ie aauthviatnriy :corn r. .l' ' s' ;ior,.as'.faraii+ral ,,. � Muth L •Yous+Ci:1'z'osc aaid�polrit,ot`begl:nriira�r, zunn#ni:;�. !thio to21'axiug',aoiiraos,and.distanco'as , '' � .; 1•. :;' I?, Sdrth 1, IIegroo' 02.HisiLtes'20' Seconds', t ;klorss'tiia•saaEerl l�na',.of• said;;2anda'a�:the .Proportz: ax hireln..So"r 'a,:•:;'.': :', = 1 ., Purida�ry , i iiistskRca.'af..'172x0 !®ota+'.:pcii'nk•320;0";foe ':sagthiar2r',i►a,'doasgr, ; along'saiQ..cogras.`'from .n`pont"in tha 'aeexsney,tii ;rrbtei Sins of'„': lalazxi. �2} 'Ie`.a,veatorly''diic+at#on;at r gt�t`,nnglos kas•t csantionad' 1agra 0•.lo.�'f0'ti3;t j.,V ! .,:; •:'�'" - _ ;x . Soutts A'.'Datdrags02-N#nutas 20, Socatsda:'Saisk: 0.6 Seot;iromtoslp'rzo�' covzso''raor 17z3.0•.Y'4t-:mwre oraea�s: P polrit is;th®;portber7lr aido lino o'i.;1@sixr'.Roaidj Ziy; an'.eaaaterlY ctlroat on.ulorej5, siarthexly.'.aidq' in Rom4 10.0- fi9et. aorit'or.''l�rsa to';the point: }or place, Of ! ginning. . , r S �• , 491 S`ECUND. Skao Ligh"tiiag�Campaay,,.its. succossora, d signs, fiba,11 have the right to atteah'.to:•the oloctri'c diptribu -4 tion llnos.ore,ctod or to be erocte-d:upon said•rights-of l ay here- isiabovq .do'scribod; other wires for -the purpose of giving oleo- . :z tridaf 'jrino to,consumorj upon property adjacoat to egi;d,dv scribe `rights-e'4-way. t ' Tk►IFia: It is ui derstood..and-agroed that-the •Fighting l CoMpvay,,,shall have the right to trim :froci Limo to..timo atil* trees' E {} along said lilies ao..LhaL tSxa lines an' wires theroon we by . cleared by at; least forty eight !48) inchos, on'either's o. i { 1 _ FOVRTHs It in understgod and'agrood that't2t6 ightiug l i, Coaptwy bhali have tkio right to,attach.to the troop oa pid rights of-wny.on unid'prop"ty such guy wire's,and supports as the said •,a ; . " LS hying Compo may npw and,from time to time doomI}eadsoary. t' ' 1 !' FIM_: The Fro erty,Onor hereby grants.unto'the. `Lighting Company, .its.nucaensors•and oasigns,'the right to pe4mit { the atladhmont of the oommuniotttion and tolephono `service virus and tnallitio:a of other public ut�ility'oompanioh rind-to`convey to'•� � auoh, other companSaa an int'vrest in,the sights•grant dndor this .:agreement-- SIXTH:' agreement•- SIXTH:'The poles: created by-tho Lighting Qampany shall t be of standard stook n�sz}•not higher than the Lighting Company may ` nc� nd from lima •toAime::doom deconsary to proporly operate and. ! .. maintain; its wires, .cables und:•fixtures, to provido•spece•for ; to3vpYtoDv aozwiao wiry ntta'chm©nta acid to aompl� with such music ipal •ordinaneon. as map now and fkom time to't o by enacted'. .The E, r dvtafla df construction ahall•.be ;in accordance with such;ataadard'„ j spooi'tioatioiis as mtiy-now or hereafter bo provided for b}� the ,Lightish Company• Sg' xxg E s The polos, cross-arms, guys, anchors, obbles,- ocnduits,-man-boleo and other apparatus as Prom time'to' time eon- .- atruoted; .r000nstruated,and maintained by',,tho.Uzhtirig Company,..." - ehall'nt^illi %Imes be and'remain tbe''prop6rty and aubiaot to the' oodtrol of the bighting. Company, "or'itra suabessiorn and assigns. 1 !!! JUTHi fho lPropeky.9"or, for itself, its suvosseore' -and asaigsui,-will warrant and dofend the grants and oassmenta i f•.�'... t hoa;e.i8 granted to the slid'Ligbting Company, its zsueaesaors ands .Alga. "f ox over. agrainst,nll lawTul claims,and desoands'• 'NINTtis Thia grant and asomodt shall'.at all,times be deemed to bb dud shall be,, a oolitinuing oovopant runnizFg'with the ` land and shall'bo binding upon aha in favdr of the successors end -assi'giis of- tbe'respective parties boreto..'• , : ( ,..:; ::'° " IN VITNESS xHEnOy. the parties beroto have aauBea ihese �- presents to be signed an the day and year first 'abavv.written. I , I opo ArrEG C1 s ;�C)D%ai{41l.i,c7li PfiOP' 4C1'.7.L.`i-, INC. . ,t r„rS° � �elxti(h Far i-d; +,,•}}�. ,� eOrP til ry' FXes id Pitt; _ t COMPANY i ATTEST s Y' rAND,LIG�T� Secretary. 'Asset. earetary � 71 • r ' -'�R ! 1 + ~ StAlz or m.YoRR> ss: ' neaud Wins+'-} fired aisd: ' co LV= '08 on the day of, , oxie tilia w e bf ore'lie oai e i- t a7, described ia�,'and'•zhd exeositad the: to sae'lmaim to.:be.,the.'iudiv#d oxecuted;th®-.wane:: t soil eckno*Iodged that he foregoing.instr== .. STATS`OF =i XQBK s i COu m:OF.. Y, `.On the; :bf ose.thvusssad ztiae'huadi-ed'and ,_;`' J `• �: to:,�o,�Cnovri.to bo';�}xv.i.ndS.wiilttal.' : .d0aaritre . r,. 9�. ,� foregoing isiatr�saezrt; "and.'aclsrionledgeii thsti. ".;he: uzeautbd.�1h®:iseasr:. •Botari*'Publo ? ; . 0 5TH. Y F `comic: aj. l� rits e'.tfiozis d; j®;fid:° � / tUHL •. :? fi2ty-s4Yoab9toro'am�'.aaase::,,: Yho, being by.ron duly s�iorn;Ald,depose aad';ssgg,-;. at;; Yie r�aidsa;at; , 61x39; $tcth'.StrBat�:'Forest 733J2s;: . 'that . ;hes is-.theprealGa t �:% ';•crt ; ti 'in. gw York:,: Y6oDgOLIA6!.Pliop$RTxES ZMti:,• - F tYis>'corpora ticii desarised',•in','end„Yhio2t'ez?cutod'tha,for®going'Lriati - :asestt;'tbst ..he;kaoss tba.eeal';oP said'aorporatiou;;:t7ssix't3ze:sseW'atfiz�9fl "-so.etStiaea by to.said iristr=eat is'auo3i:oorY►orx�t®seal;.'tbat U•ition; order ot...t2ie,Boird"6t Directors oorpm'a - Signed h.is timer" o by;3i7se:.order.- r- ..: cOe�sx a� C •�0 � `;r ,y.., ,.:• , „ :.�e .. '. . �TGF�-�"'''� ':ons 'tbcrusead'aine'�ivudrt!d-. �-; : •: onazsd iffy-a4bon bcrtore aso::came .. to,CBARLS.RSI.HERT �, u.;.' �.' ”; - ,.•�. ;rhe. beisag'.b9.me:dulp.s:arn;':ds8':aopors®:and aaY:elYas he.•residea';at.. . .:.^ �2:.Zngs'mmm try Stroet Forest S£2Ss, . . ; 14ev York '• tbmt`• ]xt► is'."L2i®sec e t :.r Y.OBrG •ZSLAA'D' ,(;ZGHTZ�G'.COMP62�1;. . �:. the. corporation dosioriberi strict rbich .ex�onted.tbe ioregofng inatra- monL: that- . ion;dass:tho-aewil,of seid oorporiation;:.tbat .they seal;affixed '_ to said:i.nvtrwaeat"iss,sizoh oorporai'e steal;,that=it;ras so attixsd'bY' , order pt:thd Boa1`d:,of..,D£reotors .. .Ot'. OrfNbTRst"10II,.',es2d that.',41P,' ('• ';, sighed h is nme:•thereto by`11Ye:'ord0r: 'RE �OE L 0 15 , :.�'" • . . .may' . � ` '; 1 Of:GLAk4.Y f rl"; �F Cl) `tTS AKI RESTRICTIONSI CT I ONS made:th-1-i•;Y#ittP ~t^' by 1GD)10Lt.?:d bROPERTIES, PIC , e dotaestic :eorjydfhe�j, :::;','.•' •i 'moving its office at 2' ?! Jericho Turnpike, Woodbury; :N895�4e .Co?�f»tji,,;.+ !�•,tt� �ilfew York 11 7/97, hereinafter cal lot' the "Declarant", 6tf winf.AS the Declarant is now the 1-mner in fee slmp.ld'.df:LDC'P►0fl I�155, 'rh, 157, 159, M, liC, 1E2, 163, 164, I65, 166, 1671, 1 :r, , J, i 3, 17n, 180, i Aft fie i.l 1 1 1 1; 1' .,, 7 on a certain o n ra11p L � ' :••. ': R,:..:. „/ia of ori .g 1 �•.: p ant y-The- .ea, Section Three, situate at Or.lent: 'glh .w' +uy,?: us:a ` p ! �i�f Southold, Suffnit trn,nty, Ilett+ York, arced and ddveloped bydkflu�Alj. s 1 1 ;:. il°orpert las, Inc„ Otto W. Van Tyyt Son, Licensed La.-id5ur+ieyorb.; 1Y!�Tµgb ii Lang i s l and', Heti York" filed in the office of the Clerk a btiffi�Tk �.t w 1 4 N /, r:^ and AAS No. 7703 and' I+on •ctober 16, 97 as. lap n, I ' I(. •.'r. I+ k!i[PEAS thn. Declarant to levelop the eforese(d: 7�r He planned co,,riunity comprising of single family datacf?ed,'dylrM 'ifjgtid;p r; igenera 1 :law Eng I anJ Colonial , Cap Cod xnd Long Island Fiirlu5ta0,d1: I5 It. ikaharacter and deslgn; and Ml:n.AS the r,!clarant Intends to grant and convey s c1&or E" )1portions thereof to various purchasers, and IdkEREAS the Declarant Is desirous Of suh Darin thsaeN .`: .• ' or*nlses and every portion thereof to certain condittoAs . t,1td restrictions for tnc purtxrse of consurving property valuo:'000.; .im., i Otho ganorai welfare of rN� lder,ts of the area � '.. , flOW, Tl1EREfORC, the neclarant dec)Prag that the gfo 1 i ery portion thereof be;and ttie same ,,ereby is hold alsf�.:S £vf11ll;ta $ a yet. _ t I ' •;<;I;: :: '1::{:,;;i,:..y. �t subject to the conditions , tt+vunants and restrict.loni.lid �ief . � ' ¢ t 1• .efW each and every proip"tive, ourchnser of said Orem.tsa9•a �`Paft.°s ,i`...�., FFF ate-ptGnca of a deAd thereto covenants and egraps �!• ...r 1.• •4 i!.r;,'C: . 5so psrehased shat l be )field suh.Jret to the following carid.1` l• `rand ret.triction• , to s•rlt ;` ;,.` { I'IRST - No hulldiny .find/or structure of any nature::o:C,! ` he erected or maintelne: upon any lot having an a ea:.:;sii ,.�J ,, �yk 1 I1 fe4t, with a ninlnum wldRh of !OC fast at the housw�i:llfart Ij SECOND - No port of any building and/or ;tr44t�;;;� r v , > chimney y stMs, sloe o tdrracas ties and chirtne breast '' a. .. ' ny :ot within forty ('a' feet of the front itrolat!+.i (151 'feat of-wil .'sidr .!fine of .tt+, '1 r•, ;n �1 i�Yt,,. '� , „•- �, -.x ^ :` �8 st;,t,i.:,,,• .r. :,,.;a..,. ,,, .. +a r�SS5�4{r�, `�rX:'•� al''pi;:�,`il. ''.i'.' ;l1'.;,1' C�[1,3r,YrS� '{ire: _ .�.,'•:?„N •r„�.l.il :vY3'frl: - .t.4 _ ,Y.:�!"��U-.,�7;i d�.�tr � { I ;FCS,•..;.-.;, . . i. the rent line of the lot,?l•except that In the Casa.of•a.'iidf.4*=�i'l iii a: r � shah ha required to cotply with the front .;Ord �e T.Otl�ifb'.' 14; K, v 0;:; I �f r the width of. the al ,front only provided, howp�a that dg':Ka a. f hu lot f fronts Sha{I-.be`.altltii;i`1�a;4':St1n `,`• 4 R:ISni'P'• f IStreRt ocher th, ro that upon which : . h4 7P1 rIthlrty (30) eet. tfilRO - Ea%h lot half be u;ee, for orlvate retidentlal .lSUTP" +4tli� ;., .., 89 a pro'r:5slnr.a) off.lce of a physician or dentist real'sen7• ► , I1r.o bbl Iding and/or struct:are or ary Mature or desoription whet lfeV;lil: , c a1, ednred, placed nr m.,intained thereon except 066.. 6, ' i +,; f�ar0ct !',family dwelling n;+t to exceed two and one-half V!"i. 'ion attaehod garage. n garage connected to the dwol,l`I•ng' b”" . �.tFr.' !pergola, breezeway or pc:r:h roof shall be daerned atteChed:. ..A l`l�•,ti11o� '''`I dwallin s shall ,Iroylde nAt less than 10M squara'feat o$-. 1dWYAn, ' OrFe aril ono•'+elf ,Ind two and ane-half story Wand ail , x : :not 1094 than "'CO srluerr °eet of useable floor Rrea on:the 11�i1! 11 a y;.sJ' ��ground 1 ev.•I. a> : I f0:1ki11 - 'Ie: saonre:l� or detached garage, out-house,"+siit#41;t $had or other structure of whatsciever kind or nature sheil;�::ltisptey'� or Maintained upon any lot. �„ hk F I fTH Ho tra 11 er basement, tent, shack or 'garage ' ol;see.i or matntalned on any lot for use as a residence a >ihec-'' .,•i t.: 1 SIXTH - No slgnt of any kind, other than the usy0.11,:•sara'1:1: gns shall be crocted, maintained or •displAyed to the ai ',�,� it ''. - l,:• ,,. �•• + portion of the lend or ;fulldings without Consent'of."t. y 5' lonly upon such conditlohs as the D'!clarant may spool.fjl's'•,�rr° t"fir " 11however, shall net Include signs used by the Declarant assigns, k' I Sti11FNIT li - rent+ss , .;':et`Itr fa! ,Ilcated or grrnvingf stiel :,+:hP 1 •�(.:i./'.��(..•, (4) fret In height, 1'{i 1 EIGHTH - y, title :to land in any :street opanwd;or :{ ± Is intended to ba conv!ryad to purchosprs of any lots d � + .ge . Itself the a land lying In bad oii�1 ., to a fr• of i 1 1 la 9 fDrther reserves to 1t'Jelf ehe right to Convey:ta.i;'!1> jof its right, title an-1Interest In any part ar e.l'l ,�til:3lA .i3 .r:; �; p . .:..•:�,:�:�`` to ::di' :?_^f :`.•r yf4s'n it fy; ii�iJ1 1..T Yq ';tom- �'' ••��•Ny:.S�J.3". L NIA ,� •;i.:;;.,:'';.,: ,vow:, j t .,ff ...!: .:..•lam I r-�•i.��+'. Z�theYDtclarant at any time Idw it expedient to. dio sa: MINTN"• The exterior ;architectural features .of dorari.441:t . �; rstructures s ,. New En land Co And/n Omit 1 br' that of g �;,� lie,':-�1 ;�;' �•,r''- island FarrrstRod character and design, or of any uthe'r: Iles! h.d44 '' i the Declarant or assigna. TENTH - ilo buiIdIm 4ndJ0r ,structures, of any ngture.6r .d c �1A rshall be erected, nor nall erect:nn be commenced, nor sh$11.+ trF•. {'�d�i �inIterattons upon or additions to any existdbg byiIdings viiiVbr: t' „ iibe undertaken unless and until all plans, spec IfltetlQna,•:::SictZ z �isite pla,is one, other information dra+ned necessary to dat:;, . •hand apprt�prlat�iess of thzt exterior arrhlt:ectural feetur:'eg'ta 'proposed bul (ding and/or structures have been first approv ?arl ca !�by the Declarr,nt , hl! successors or assigns. ALI ax.tei�'taY::C6fi��ktilQ�a , painting and grading shall be completed within one (1). yefi'.eti s I tanstruction. y , ELMN'TIi 'i I:,. Dec I are;t sha i I have and hereby. easi, •h#ii -IGI rithout the. consent of any owner, nortcdayPe or other. IFdn`gr:,'',tiaiJimIf, to .enter Into agreements and grant ea3eMentb In pe !t. pu. ., rt I n• !'telephone, gas, crater and other public utility componae :t `elf� r.'t6tf , overrmental authority to erect , Install ones aalnteln ND 114 ' :. flight poles, subs Id lary pipes, wires, cables, appurtahaet uloment In, over, throu9'r, under, upon and along th®+rar ►,�:'� any plot or lot now or Hereafter laid out upon said.•prrhyl l, if p� t of exceeding (10) fent i'.n width, and In, over, thro ug �: ion ar.y street , right df way or other throughfair••not+e..o';'. 'mr,. 9 upon said premises and as }yore particularly shown on ch* 1 '11.1 :,;!' �rient-Bv-The-Sea, Sectit)^ Three. 71111.9711 - The Ueda'ant him successors and assigns;=Vihl ilbrr� tr }6,rning ary mart of the aPoresald prer,lses and without.t ff.... �i '•` ; �kwmer, r+ortgAger, or othur Ilenor , shall have and hereby...rtl �4 to alter, modify cr annitl , In whole or 1n onrt, and.:as;' Sl�r` ry r ,• ., r • pf the whole of the afor!sald premises, or any tlme:.'ot7ll it PAY ar all of the conditions, covenants and rest.rlal` . �;,::.r' �Seclerratlon, o �. THIRTEENTH The Declarant, hf s u It ,sa s ccesso�s Ar i,''fj. :L; ;F.., �;1�•i .:�:{ .yr.�'ii'' •.t',•:;'r�a:;i' 'S.�bi.['��'%'�' w 1 77 'j�'wait%��! .. �r'�... +�� ' :;,M1.:'�^•,{!Sty n''):. hereby roservas the ri ht to assign with or wlihaut a cony e_ to any cart of the aforesaQd prenIses any or al! of the, •. . ,:,.;..:y,. '11:::1,!±;,1;�.�;�' l;of the Deciarant 5credn contained, by ar. instrument In'record9t►11L-'f4 ;land the dss! nee 64errof whether or not such assignee ileum .tlYiq;tp,SEjha�� • ,part of tli+ iforesn A premises, shall have the same rights ars�i'`pbwe>�:: � 4Y fi'':• ,be subject to 0t same obi a;'d duties as are rescrvdd.b{±. 'and.'?` 'd + • r;' � i;given and asa:rrned by tl;� Declarant hereunder. - : ::•:. :;';•:•''•''''';i;�. r ;+'�•':''''F=, �; r"OURTE°11TH - 1he Drclarant Inas assigned the Beaeli 'lotAted'�*::��1b t'northeast corner of t; a pr�nises designated ;'Rese.rved Proper.ty�O�iC-�fVy;:.:•9:,. Beach" on a certain :nap ofj Orient By The Sea, Sectlon' Orta..f I.1: :• 1tF f Suffolk to the.ortent`` �Offlce of the Clerk of the County +� � �'•-,.,,�.�*'•",� Prr.pnrty Cow ners Associ;,ticn by a feed dated January 1913. FIFTEFIITN - Tills Cpclaratior, shall be binding upon,, Ina ::to;'';th? benefit of and be. enfarc?sb I e by the Dec!arar.t, its sueee99o1'�� ;Ito sitar, modify or annul :this Deo.laration as set forth .in•P8i' 7 1; any owner or owners of .any o` Vile afor®said premises, thet.x>.tintiii'{ y;,�; , t c 9' rh.• Y llrepre.ontatives, successors and asst +s; and the failure .hjflat�yfff`:•tlflps}yY; Y'111 Jforegolrt9 t:o enforce any of sue`) conditions, covenants end:,1 ds 4x, 1,y, µ, emed a wiiver of On right t' . -do':S6'ao event be o -do':S6'alllie, ,'.,t.,., , r0, l II SIXTEENTH - The forn3oing conditions, covenants and •eastr�',�_y 1ti• "' `'• ;, e-construed as real covoi:ants runr)log with the land.andft ,, ' !! earrnlnate on the .16th day of October 1987. However, the becf'bre[R. f '•''et ' d eXCC Qbe`•a.UCCi@ :111,�:.), v successors and assigns, may renew and ndr, a fly �r ,''•, 1 ' h by an Instrumant evidencing such .d�,tehfl'Cl' .flue years each ,�' f Or he. offica of the Clerk cdf the County of Suffolk prior ta.`eiiirj - yf;,:,e�..• .,4.51 .. SEVENTEENTH lnval l.datian of any of the ef.oresai.d'6dhQlt� ?3<. nd restrictions by Judgment or order of a court hay,M9 ,•J,U' r ha11 in no wise affect any of the remaining provlsion6: het•:'isbflii.d. b' { ;in full f-orce -and effect. G4, ••:� ,� 1'. WI'1!IESS NNEREOf' said Declarant has set his hand and:alf13.',, ;the day and +yea r first a'bOve written. WI)DHQLLOW P900E97111M,; HaI ter Uhl Pfea�d YpP'b':S;•` •.•.f '.•'-. ..) �'l�y,,r ir,'1i�'�•..{,i:':,',!'�:.�j';>411' J'f' 'i. F. r ?',•+'i'��{t�':3{L1�..t?c;.+9::��;,�o»_ ". .. i�,at��, i..t .`t p1 \! �.� F{'S 't..•,1f�`,.+.s. .,f �, � �ot�t,Gi 4n a��ti�"�, F t__fii�� y`y�y r. I .�a� rr:rtir,11 NMI �ift OF 11VU YORK) ?> ' (BOcI � :ilii;•..•'�i. UNTY OF I IAS 5AU) ;la� li On thisjfday of HarcM 1977 before me camiiWaltar Illi1:,: tcr`;te. ltAo1!nit,' ,3 n say that he r-esPddf.a# :�a...... ,I who haing by me duly sworn, did d,: a'se and Split Rock Road, Syoss't, ?itw Yor&,: [.hat F,a Is the Pre3Pdentbf'� PROPERTIES, HIC the ,011 �rat'lon des.:ribc`d 1 F and'ahleh:eoteevted'.lFt��' I ol, irstrument, thnc he knows the seal of sold.eoroor®t1on;...tJ� t=: '1 affNed to said Iristrurrent Is such corporate seal ; the#.thrita' affixed by the order of the Board of Uiroetors of, sold:,CgKpofril }, ;j��' y, •,'; I he 9lgned hls name thereto by like order. .•.., .,.rH;. 'lit,j;.• 1�.,•:iJ y , r r sti• fj1' i�s.� �. �:;_:,.;t�:�rrr\tirf'�•r7��"r,r17':.. a• ,r'' 11 � I ''�� F;.�:'::a ,;.. 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'ice' r - � BUILDERS RISK COVERAGE DECLARATIONS The Declarations, Supplemental Declarations, Common American Zurich Insurance Company Policy Conditions, Commercial Inland Marine Conditions, A Stock Company Coverage Form(s)And Endorsement(s), if any, issued to Administrative Office: 1299 Zurich Way and forming a part thereof, complete the Commercial Schaumburg, IL 60196 Phone: 800-382-2150 Insurance Policy numbered as follows: THIS IS A COINSURANCE CONTRACT ❑x New Policy BR73914557 ❑ Renewal of Please read your policy. ❑ Rewrite of In return for the payment of the premium, and subject to all terms of this policy,we agree with you to provide the insurance as stated in this policy. 1. Named Insured and Mailing Address: 2. Producer Information: Gerald&Diane Salerno A Name: EASTERN INSURORS AGENCY 1 Thier Lane 445 GODWIN AVE Upper Saddle River, NJ 07458 MIDLAND PARK, NJ 07432-1507 B Telephone#-- C Fax# D Zurich Producer# 18428573 3. Policy Period—From: 09/22/2021 To:09/22/2022 E Field Office Name 12:01 a.m. at your mailing address above. F Field Office Code 4. Form of Business: 0 Individual ❑ Partnership ❑ Corporation ❑Joint Venture ❑ Other 5. Limits of Insurance(either One-Shot or Reporting Form as indicated below) 0 SUPPLEMENTAL DECLARATIONS (If this box is checked, Supplemental Declarations is attached to and forms a part of this policy) ❑ Reporting Form (continuous policy) ❑X One-Shot(non-reporting form/single structure policy) ❑ Annual Rate ❑ Monthly Rate (HBIS—4) ❑x 1-4 Family Dwelling ❑ Commercial Structure Property Location A) Any one building or structure $ 1485 Parkview Lane 13) All covered property at all locations $ Orient,NY 11957 C) Rate Per Report D) Premium Per Report New Construction E) Total Taxes and Surcharges Per Report A) Any one building or structure $ 900,000 (per attached endorsement—N/A in NY) B) All covered property at all locations $ 900,000 F) Total Fully Earned Policy Premium Per Report (same as A unless otherwise noted) Remodeling D) Renovations and improvements $ E) Existing buildings or structures $ F) Rate $ 0.322 G) Premium $ 3,099.00 H) Total Taxes and Surcharges $ 0.00 (not applicable in New York) 1) Total Fully Earned Policy Premium $ 3,099.00 minimum premium applicable) 6. Deductible: ❑$500 ❑$1,000 ❑$2,500 X❑$5,000 ❑Other 7. Forms Applicable To This Coverage Part: SEE SCHEDULE OF FORMS AND ENDORSEMENTS Countersigned: By: Date Authorized Representative FM-170001 NY(12 07) BUILDERS RISK COVERAGE SUPPLEMENTAL DECLARATIONS — NEW YORK Policy Number: BR73914557 Policy Type: ❑ Reporting Form (continuous policy) OR❑X One Shot(non-reporting form/single structure policy) ADDITIONAL COVERAGES (COVERAGE FORM) LIMIT OF INSURANCE a. Collapse Included b. Scaffolding, Construction Forms And Temporary Structures $ 50,000 Re-erection Of Scaffolding $ 25,000 c. Debris Removal $ 50,000 d. Back-Up Or Overflow Of Sewers, Drains Or Sumps $ 25,000 e. Fire Department Service Charge $ 25,000 f. Valuable Papers And Records $ 50,000 g. Pollutant Clean-Up And Removal $ 25,000 h. Ordinance Or Law—Direct Damage Loss To The Undamaged Portion Of The Building Included Demolition Cost $ 900,000 Increased Cost Of Construction $ 900,000 i. Preservation Of Property Included j. Rewards $ 25,000 k. Property At A Temporary Storage Location $ 45,000 I. Property In Transit $ 45,000 m. Claim Preparation Expense $ 10,000 n. Contract Penalties $ 50,000 OPTIONAL ADDITIONAL COVERAGES (ENDORSEMENTS) ❑ Business Income (HBIS-95) $ Anticipated Project Completion Date Monthly Limit Of Indemnity (fraction) Deductible Period days Civil Authority Included ❑ Business Income And Extra Expense(HBIS-82) $ Anticipated Project Completion Date Monthly Limit Of Indemnity (fraction) Deductible Period days Business Income Included Extra Expense Included Civil Authority Included ❑ Development Or Subdivision Fences,Walls And Signs(HBIS-58) $ ❑ Expediting Expense (HBIS-93) $ ❑ Extra Expense (HBIS-92) $ ❑ Marine Model Home Contents Coverage(❑ HBIS-52—OR--❑ HBIS-77) $ ❑x Soft Costs Coverage(HBIS-88) $ 50,000 Anticipated Project Completion Date 09/22/2022 Deductible Period 14 days Expense To Mitigate Loss Included Civil Authority Included ❑ Builders Risk Green Building Coverage Extension (HBIS-96) Limit Of Liability $ "LEED®Building Rating" HBIS-91 NY(01 20) J � Policy Number BR73914557 SCHEDULE OF FORMS AND ENDORSEMENTS Named Insured: Gerald&Diane Salerno Effective Date: 09/22/2021 12:01 A.M.,Standard Time Agent Name: EASTERN INSURORS AGENCY Agent No.: 18428573 FM170001(04/10),HBIS-91 NY(01/20),U-GU-619-A CW(10/02),U-GU-319-F(O1/09),40471 (01/20), HBIS-75(09/17),HBIS-1(04/09),HBIS-88(06/17),HBIS-83(06/17),HBIS-84(04/09),U-GU-630-E CW(01/20), U-GU-767-B CW(01/15),IL0185(08/08),CM0001(09/04),CM0104(09/15),IL0183(08/08),IL0017(11/98), IL0268(01/14), 1001NR(01/20),U-GU-1191-A CW(03/15) U-GU-619-A CW(10/02) C Generated by REScheck-Web Software Compliance Certificate Project Salerno Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,640 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1485 Park View Lane Salerno John Sharpe Orient,NY Sharpe Engineering Inc. 130 Futura Drive Suite 200 Limerick,PA 19464 jrsharpe@sharpe-eng.com ,Compliance: Passes using UA trade-off Compliance: 1.6%Better Than Code Maximum UA: 755 Your UA: 743 Maximum SHGC: 0.40 Your SHGC: 0.35 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Assembly or I Perimeter R-Value 111-Value U-Factor U-Factor UA UA Ceiling 1:Flat Ceiling or Scissor Truss 273 49.0 0.0 0.026 0.026 7 7 Ceiling 2:Flat Ceiling or Scissor Truss 211 49.0 0.0 0.026 0.026 5 5 Ceiling 3:Flat Ceiling or Scissor Truss 240 49.0 0.0 0.026 0.026 6 6 Ceiling 4: Flat Ceiling or Scissor Truss 173 49.0 0.0 0.026 0.026 4 4 Ceiling 5: Flat Ceiling or Scissor Truss 177 49.0 0.0 0.026 0.026 5 5 Ceiling 6: Flat Ceiling or Scissor Truss 146 49.0 0.0 0.026 0.026 4 4 Ceiling 7: Flat Ceiling or Scissor Truss 121 49.0 0.0 0.026 0.026 3 3 Ceiling 8: Flat Ceiling or Scissor Truss 36 49.0 0.0 0.026 0.026 1 1 Ceiling 9: Flat Ceiling or Scissor Truss 37 49.0 0.0 0.026 0.026 1 1 Ceiling 10:Flat Ceiling or Scissor Truss 60 49.0 0.0 0.026 0.026 2 2 Ceiling 11:Flat Ceiling or Scissor Truss 340 49.0 0.0 0.026 0.026 9 9 Ceiling 12:Flat Ceiling or Scissor Truss 526 49.0 0.0 0.026 0.026 14 14 Ceiling 13:Flat Ceiling or Scissor Truss 122 49.0 0.0 0.026 0.026 3 3 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Pagel of 5 Gross Area Cavity C6nt. Prop. Req. Prop. Req. Perimeter Ceiling 14:Flat Ceiling or Scissor Truss 118 49.0 0.0 0.026 0.026 3 3 Ceiling 15:Flat Ceiling or Scissor Truss 128 49.0 0.0 0.026 0.026 3 3 Wall 21:Wood Frame,16"o.c. 15o 21.0 0.0 0.057 0.060 5 6 Window 6:Other 19 0.350 0.320 7 6 SHGC:0.35 Window 7:Other 19 0.350 0.320 7 6 SHGC:0.35 Window 8:Other SHGC:0.35 19 0.350 0.320 7 6 Wall 22:Wood Frame,16"o.c. 58 21.0 0.0 0.057 0.060 3 3 Wall 1:Wood Frame,24"o.c. 38 21.0 0.0 0.056 0.060 2 2 Wall 18:Wood Frame,24"o.c. 106 21.0 0.0 0.056 0.060 5 5 Window 5:Other 15 0.350 0.320 5 5 SHGC:0.35 Wall 24:Wood Frame,24"o.c. 203 21.0 0.0 0.056 0.060 5 5 Window 9:Other 96 0.350 0.320 34 31 SHGC:0.35 Window 10:Other 18 0.350 0.320 6 6 SHGC:0.35 Wall 26:Wood Frame,24"o.c. 170 21.0 0.0 0.056 0.060 7 8 Window 14:Other 21 0.350 0.320 7 7 SHGC:0.35 Window 15:Other 21 0.350 0.320 7 7 SHGC:0.35 Wall 28:Wood Frame,24"o.c. 55 21.0 0.0 0.056 0.060 3 3 Wall 30:Wood Frame,24"o.c. 135 21.0 0.0 0.056 0.060 7 7 Window 17:Other 10 0.350 0.320 4 3 SHGC:0.35 Window 18:Other 4 0.350 0.320 1 1 SHGC:0.35 Window 19:Other 4 0.350 0.320 1 1 SHGC:0.35 Wall 32:'Wood Frame,24"o.c. 56 21.0 0.0 0.056 0.060 3 3 Wall 34:Wood Frame,24"o.c. 58 21.0 0.0 0.056 0.060 3 3 Window 23:Other 12 0.350 0.320 4 4 SHGC:0.35 Wall 36:Wood Frame,24"o.c. 87 21.0 0.0 0.056 0.060 4 5 Window 24:Other 12 0.350 0.320 4 4 SHGC:0.35 Wall 38:Wood Frame,24"o.c. 44 21.0 0.0 0.056 0.060 1 2 Door 1:Solid 18 0.290 0.320 5 6 Wall 40:Wood Frame,24"o.c. 158 21.0 0.0 0.056 0.060 6 6 Door 2:Solid 30 0.290 0.320 9 10 Window 25:Other 21 0.350 0.320 7 7 SHGC:0.35 Wall 42:Wood Frame,24"o.c. 17 21.0 0.0 0.056 0.060 1 1 Wall 44:Wood Frame,24"o.c. 143 21.0 0.0 0.056 0.060 8 9 Wall 46:Wood Frame,24"o.c. 21 21.0 0.0 0.056 0.060 1 1 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 2 of 5 Gross Area C C Prop. Assembly or avity ±lt. Wall 48:Wood Frame,24"ox. 102 21.0 0.0 0.056 0.060 6 6 Wall 50:Wood Frame,24"ox. 138 21.0 0.0 0.056 0.060 6 7 Window 32:Other 12 0.350 0.320 4 4 SHGC:0.35 Window 33:Other SHGC:0.35 12 0.350 0.320 4 4 Wall 52:Wood Frame,24"ox. 144 21.0 0.0 0.056 0.060 5 6 Window 34:Other 20 0.350 0.320 7 6 SHGC:0.35 Window 35:Other 15 0.350 0.320 5 5 SHGC:0.35 Window 36:Other is 0.350 0.320 5 5- 5HGC:0.35 Wall 54:Wood Frame,24"ox. 29 21.0 0.0 0.056 0.060 2 2 Wall 56:Wood Frame,24"ox. 57 21.0 0.0 0.056 0.060 3 3 Wall 58:Wood Frame,24"ox. 55 21.0 0.0 0.056 0.060 3 3 Wall 60:Wood Frame,24"ox. 71 21.0 0.0 0.056 0.060 3 3 Window 39:Other 15 0.350 0.320 5 5 SHGC:0.35 Wall 62:Wood Frame,24"ox. 79 21.0 0.0 0.056 0.060 4 5 Wall 64:Wood Frame,24"ox. 142 21.0 0.0 0.056 0.060 7 7 Window 42:Other 12 0.350 0.320 4 4 SHGC:0.35 Window 43:Other 12 0.350 0.320 4 4 SHGC:0.35 Wall 66:Wood Frame,24"ox. 98 21.0 0.0 0.056 0.060 5 6 Wall 68:Wood Frame,24"ox. 96 21.0 0.0 0.056 0.060 5 6 Wall 70:Wood Frame,24"ox. 44 21.0 0.0 0.056 0.060 2 3 Wall 72:Wood Frame,24"o.c. 36 21.0 0.0 0.056 0.060 2 2 Wall 71:Wood Frame,24"ox. 52 21.0 0.0 0.056 0.060 3 3 Wall 69:Wood Frame,24"ox. 113 21.0 0.0 0.056 0.060 6 7 Wall 67:Wood Frame,24"ox. 115 21.0 0.0 0.056 0.060 6 7 Wall 65:Wood Frame,24"ox. 75 21.0 0.0 0.056 0.060 4 5 Wall 63:Wood Frame,24"ox. 142 21.0 0.0 0.056 0.060 7 7 Window 40:Other 12 0.350 0.320 4 4 SHGC:0.35 Window 41:Other 12 0.350 0.320 4 4 SHGC:0.35 Wall 61:Wood Frame,24"ox. 98 21.0 0.0 0.056 0.060 6 .6 Wall 59:Wood Frame,24"ox. 41 21.0 0.0 0.056 0.060 2 2 Wall 57:Wood Frame,24"ox. 47 21.0 0.0 0.056 0.060 3 3 Wall 55:Wood Frame,24"ox. 40 21.0 0.0 0.056 0.060 2 2 Wall 53:Wood Frame,24"ox. 104 21.0 0.0 0.056 0.060 5 5 Window 37:Other g 0.350 0.320 3 3 SHGC:0.35 Window 38:Other 8 0.350 0.320 3 3 SHGC:0.35 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 3 of 5 Gross Area Cavity Cd i nt. Prop. Perimeter Wall 51:Wood Frame,24"ox. 22 21.0 0.0 0.056 0.060 1 1 Wall 49:Wood Frame,24"ox. 104 21.0 0.0 0.056 0.060 6 6 Wall 47:Wood Frame,24"ox. 137 21.0 0.0 0.056 0.060 6 7 Window 30:Other SHGC:0.35 12 0.350 0.320 4 4 Window 31:Other 12 0.350 0.320 4 4 SHGC:0.35 Wall 45:Wood Frame,24"ox. 137 21.0 0.0 0.056 0.060 6 6 Window 28:Other 15 0.350 0.320 5 5 SHGC:0.35 Window 29:Other 15 0.350 0.320 5 5 SHGC:0.35 Wall 43:Wood Frame,24"ox. 119 21.0 0.0 0.056 0.060 5 5 Window 26:Other 15 0.350 0.320 5 5 SHGC:0.35 Window 27:Other 15 0.350 0.320 5 5 SHGC:0.35 Wall 41:Wood Frame,24"ox. 79 21.0 0.0 0.056 0.060 4 5 Wall 39:Wood Frame,24"ox. 71 21.0 0.0 0.056 0.060 4 4 Wall 37:Wood Frame,24"ox. 58 21.0 0.0 0.056 0.060 3 4 Wall 35:Wood Frame,24"ox. 72 21.0 0.0 0.056 0.060 4 4 Wall 33:Wood Frame,24"ox. 89 21.0 0.0 0.056 0.060 5 5 Wall 31:Wood Frame,24"ox. 167 21.0 0.0 0.056 0.060 7 8 Window 20:Other 2 0.350 0.320 1 0 SHGC:0.35 Window 21:Other 19 0.350 0.320 7 6 SHGC:0.35 Window 22:Other 19 0.350 0.320 7 6 SHGC:0.35 Wall 29:Wood Frame,24"ox. 37 21.0 0.0 0.056 0.060 2 2 Wall 27:Wood Frame,24"ox. 106 21.0 0.0 0.056 0.060 5 5 Window 16:Other 21 0.350 0.320 7 7 SHGC:0.35 Wall 25:Wood Frame,24"ox. 130 21.0 0.0 0.056 0.060 5 5 Window 11:Other 8 0.350 0.320 3 3 SHGC:0.35 Window 12:Other 8 0.350 0.320 3 3 SHGC:0.35 Window 13:Other 24 0.350 0.320 8 8 SHGC:0.35 Wall 23:Wood Frame,24"ox. 55 21.0 0.0 0.056 0.060 3 3 Wall 20:Wood Frame,24"ox. 55 21.0 0.0 0.056 0.060 3 3 Wall 19:Wood Frame,24"ox. 102 21.0 0.0 0.056 0.060 6 6 Wall 17:Wood Frame,24"ox. 135 21.0 0.0 0.056 0.060 2 2 Window 4:Other SHGC:0.35 96 0.350 0,320 34 31 Wall 2:Wood Frame,24"ox. 50 21.0 0.0 0.056 0.060 3 3 Wall 3:Wood Frame,24"ox. 156 21.0 0.0 0.056 0.060 9 9 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 4 of 5 r , Gross Area Assembly or Cavity gnt. Prop. Prop. Wall 4:Wood Frame,24"o.c. 43 21.0 0.0 0.056 0.060 2 3 Wall 11:Wood Frame,24"o.c. 465 21.0 0.0 0.056 0.060 26 28 Wall 13:Wood Frame,24"o.c. 198 21.0 0.0 0.056 0.060 11 12 Wall 14:Wood Frame,24"o.c. 122 21.0 0.0 0.056 0.060 7 7 Wall 16:Wood Frame,24"o.c. 158 21.0 0.0 0.056 0.060 7 8 Window 2:Other SHGC:0.35 12 0.350 0.320 4 4 Window 3:Other 12 0.350 0.320 4 4 SHGC:0.35 Wall 15:Wood Frame,24"o.c. 107 21.0 0.0 0.056 0.060 5 5 Window 1:Other 18 0.350 0.320 6 6 SHGC:0.35 Wall 5:Wood Frame,24"o.c. 108 21.0 0.0 0.056 0.060 6 6 Wall 6:Wood Frame,24"o.c. 45 21.0 0.0 0.056 0.060 2 3 Wall 7:Wood Frame,24"o.c. 163 21.0 0.0 0.056 0.060 9 10 Wall 8:Wood Frame,24"o.c. 43 21.0 0.0 0.056 0.060 2 3 Wall 9:Wood Frame,24"o.c. 85 21.0 0.0 0.056 0.060 5 5 Wall 10:Steel Frame,24"o.c. 204 21.0 0.0 0.085 0.060 17 12 Wall 12:Steel Frame,24"o.c. 124 21.0 0.0 0.085 0.060 10 7 Floor 1:All-Wood J oist/Truss:Over Outside Air 481 30.0 0.0 0.033 0.047 16 23 Basement Wall 1:Solid Concrete or Masonry Wall height:8.0' 92 15.0 0.0 0.061 0.059 6 5 Depth below grade:6.0' Insulation depth:8.0' Basement Wall 2:Solid Concrete or Masonry Wall height:8.0' 84 15.0 0.0 0.061 0.059 5 5 Depth below grade:6.0' Insulation depth:8.0' Basement Wall 3:Solid Concrete or Masonry Wall height:8.0' 67 15.0 0.0 0.061 0.059 4 4 Depth below grade:6.0' Insulation depth:8.0' Basement Wall 4:Solid Concrete or Masonry Wall height:8.0' 66 15.0 0.0 0.061 0.059 4 4 Depth below grade:6.0' Insulation depth:8.0' Compliance Statement: The proposed building design described here is consis building plans,specifications,and other calculations submitted with the permit application.The proposed building meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandato suFiste n Scheck Inspection Checklist. Name-Title Signa #t Date Project Notes: (� W Previously saved project information: Sharpe Engineering Inc. �d! " 130 Futura Drive Suite 200 �® 08375 ' John R Sharpe, PE 'o!�®F= . Limerick, PA 19464 610-489-8212 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 5 of 5 OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL ® g� DAT E:/0'a'/-d'l B.P.#� 0/ WITHOUT CERTIFICY-7 FEE: �6-rte BY:��!z OF OCCUPANCY NOTIFY BUILDING DEPART^�.7:-VT AT '1765-1802 8 AM TO 4 PU �-OR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ?PL`s WITH ALL CODES OF_ 3. INSULATION NEW YORK STATE & TOWN CODES 4. FINAL - CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN ZBA REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRUSTEES d.`r'.S.'DEC -DO NOT PROCEED WITH FRAMING UNTIL.SURVEY OF FOUNDATION LOCATIG HAS BEEN APPROVED.,.,., RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Fire separation OF THE TOWN CODE. ;equired as per NYS Code TRUSS PLAGARDING REQUIRED El.WMCA1.VWGCnM REQ - All exterior lighting PLUMBER CERTIFICATIONON LEAD CONTENT BEFORE installed,replaced or CERTIFICATE OF OCCUPANCY repaired shall conform SOLDER USED /N WATER to Chapter 172 SUPPLY SYSTEM CANNOT of the Town Code EXCEED 2/10 OF 1% LEAD. Must provide Manuals PLUMBING DALL PLUMBING WASTE , J and S as per &WATER LINES NEED NYS Energy Code TESTING BEFORE COVERING Blower door and ductwork testing required. i JOSEPH M. DONATO ARCHITECT Lie.No. 12280 14 ROUTE 4 WEST RIVER EDGE ,N.J. 07661 (201)- 489-8800 jmdarchl@p,mail.com 10/14/21 RE; Proposed Single Family Dwelling 1485 Park View Lane Orient,N.Y. Attn: Building Official Dear Sir, This letter shall act as an addendum to the Construction Documents prepared by this office , and shall become part of those plans . Below and attached are revisions based on comments from the building department; 1. An egress window unit is proposed on the left side of the basement, attached is a plan indicating location and a spec. sheet indicating the pre fab egress unit 2. The Wind Speed Design will be based on 130 mph. This will be in effect for all building elements 3. The Frost line depth design will be 48"below grade 4. Seismic category based on section R.301 for this area will be Category . Severe. All pre fab structural elements have been designed as such, and all bracing in accordance with Section R-301 have been met. 5. garage window located by the stairs will be tempered 6. The Second floor bath which has a tub and shower will have a min. 22" clearance between the units. Should there be any questions regarding this matter,please feel free to contact this office. Sincerely, Joseph M. Donato, R.A. Lie.No. 022978 y.�ERED qRC C�� M1CHgF Si,�, 0 7- 0 N 1 O 7�x °22978 OQ` 0F N E'V 2"x 24"CONCRETE FOOTINGS WITH(3)#4 REBAR(TYP) ALL FOOTING ON VIRGIN SOIL(TYP) T' FFC—�A 12"REINFORCED CONCRETE O UP r FOUNDATION WALLS(TYP) PRE-FAB EGRESS WINDOW WELL I W N I lO } m VE B, v 4 CONCRETE WI 4 x WI 4 NN BARRIER ON a SUMP PUMP WITH PERIMETER DRAINS V-6" LLO " - W 14 x 61 STEEL FLUSH — O I 16"JOIST BY OTHER I - - - - - - - - - -0 UNEXCAVAT - - - - - - - - - - - - - ABOVE COI SUB GI 4"REINFOR I o / ��`� � - - - - - - - - - - - - - --� STAY 10/14/2021 Home-Boman&Kemp Basement Egress Windows - BASEMENT NOW HIRING:Laborer/steelfabricJion$15arinourstartw/adva BOMAN (/) No experience required ICEMP WINDOW • Looking for people who want to learn and grow SYSTEMS • We will train for advancement(weld,fabricate,machine operation: • Great benefits! • Must beat least 18 years old Fod",- Facebook (https://www.facebook.com/BomanKempManufacturingInc/) Ufthbe (https://www.youtube.com/channel/UCEgpe7nWmtg5Msrwf93n_IQ/videos) i r ` •til } (/window-systems-ma in) http://www.boman-kemp.com/ 1/6 '4/2021 Home-Boman&Kemp Basement Egress Windows rt r ,tir yr3`' .,;4 r', ,, r" Y' _J S +1 1 , (/accessories) ' WINDOWACCESSORIES (/window-systems-main) (/accessories) w f • � + r r< f 1 (/boman-kemp-rebar-steel-division-products) (/boman-kemp-rebar-steel-division-prod ucts) STRU CTU RAL R i lR l i g CATION (/boman-kemp-rebar-steekdivision-products) (/boman-kemp-rebar-steel-division-products) http:/AmA,w.boman-kemp.corn/ r ' Generated by REScheck-Web Software Compliance Certificate Project Salerno Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,640 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1485 Park View Lane Salerno John Sharpe Orient, NY Sharpe Engineering Inc. 130 Futura Drive Suite 200 Limerick, PA 19464 jrsharpe@sharpe-eng.com Compliance: 'Passes using UA trade-aff Compliance: 1.6%Better Than Code Maximum UA: 755 Your UA: 743 Maximum SHGC: 0.40 Your SHGC: 0.35 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 273 49.0 0.0 0.026 0.026 7 7 Ceiling 2: Flat Ceiling or Scissor Truss 211 49.0 0.0 0.026 0.026 5 5 Ceiling 3: Flat Ceiling or Scissor Truss 240 49.0 0.0 0.026 0.026 6 6 Ceiling 4: Flat Ceiling or Scissor Truss 173 49.0 0.0 0.026 0.026 4 4 Ceiling 5: Flat Ceiling or Scissor Truss 177 49.0 0.0 0.026 0.026 5 5 Ceiling 6: Flat Ceiling or Scissor Truss 146 49.0 0.0 0.026 0.026 4 4 Ceiling 7: Flat Ceiling or Scissor Truss 121 49.0 0.0 0.026 0.026 3 3 Ceiling 8: Flat Ceiling or Scissor Truss 36 49.0 0.0 0.026 0.026 1 1 Ceiling 9: Flat Ceiling or Scissor Truss 37 49.0 0.0 0.026 0.026 1 1 Ceiling 10: Flat Ceiling or Scissor Truss 60 49.0 0.0 0.026 0.026 2.. 2 Ceiling 11: Flat Ceiling or Scissor Truss 340 49.0 0.0 0.026 0.026 9 9 Ceiling 12: Flat Ceiling or Scissor Truss 526 49.0 0.0 0.026 0.026 14 14 Ceiling 13: Flat Ceiling or Scissor Truss 122 49.0 0.0 0.026 0.026 3 3 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Pagel of 5 �. Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 14: Flat Ceiling or Scissor Truss 118 49.0 0.0 0.026 0.026 3 3 Ceiling 15: Flat Ceiling or Scissor Truss 128 49.0 0.0 0.026 0.026 3 3 Wall 21:Wood Frame, 16"o.c. 150 21.0 0.0 0.057 0.060 5 6 Window 6: Other 19 0.350 0.320 7 6 SHGC: 0.35 Window 7: Other 19 0.350 0.320 7 6 SHGC: 0.35 Window 8:Other 19 0.350 0.320 7 6 SHGC: 0.35 Wall 22:Wood Frame, 16"o.c. 58 21.0 0.0 0.057 0.060 3 3 Wall 1:Wood Frame, 24" o.c. 38 21.0 0.0 0.056 0.060 2 2 Wall 18:Wood Frame, 24"o.c. 106 21.0 0.0 0.056 0.060 5 5 Window 5: Other 15 0.350 0.320 5 5 SHGC: 0.35 Wall 24:Wood Frame,24"o.c. 203 21.0 0.0 0.056 0.060 5 5 Window 9: Other 96 0.350 0.320 34 31 SHGC: 0.35 Window 10: Other 18 0.350 0.320 6 6 SHGC: 0.35 Wall 26:Wood Frame, 24"o.c. 170 21.0 0.0 0.056 0.060 7 8 Window 14: Other 21 0.350 0.320 7 7 SHGC: 0.35 Window 15: Other 21 0.350 0.320 7 7 SHGC: 0.35 Wall 28:Wood Frame, 24"o.c. 55 21.0 0.0 0.056 0.060 3 3 Wall 30:Wood Frame, 24"o.c. 135 21.0 0.0 0.056 0.060 7 7 Window 17: Other 10 0.350 0.320 4 3 SHGC: 0.35 Window 18: Other 4 0.350 0.320 1 1 SHGC: 0.35 Window 19: Other 4 0.350 0.320 1 1 SHGC: 0.35 Wall 32:Wood Frame,24"o.c. 56 21.0 0.0 0.056 0.060 3 3 Wall 34:Wood Frame, 24"o.c. 58 21.0 0.0 0.056 0.060 3 3 Window 23: Other 12 0.350 0.320 4 4 SHGC: 0.35 Wall 36:Wood Frame, 24"o.c. 87 21.0 0.0 0.056 0.060 4 5 Window 24: Other 12 0.350 0.320 4 4 SHGC: 0.35 Wall 38:Wood Frame,24"o.c. 44 21.0 0.0 0.056 0.060 1 2 Door 1: Solid 18 0.290 0.320 5 6 Wall 40:Wood Frame, 24"o.c. 158 21.0 0.0 0.056 0.060 6 6 Door 2: Solid 30 0.290 0.320 9 10 Window 25: Other 21 0.350 0.320 7 7 SHGC: 0.35 Wall 42:Wood Frame,24" o.c. 17 21.0 0.0 0.056 0.060 1 1 Wall 44:Wood Frame, 24"o.c. 143 21.0 0.0 0.056 0.060 8 9 Wall 46:Wood Frame,24"o.c. 21 21.0 0.0 0.056 0.060 1 1 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 2 of 5 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 48:Wood Frame,24"o.c. 102 21.0 0.0 0.056 0.060 6 6 Wall 50:Wood Frame, 24"o.c. 138 21.0 0.0 0.056 0.060 6 7 Window 32: Other 12 0.350 0.320 4 4 SHGC: 0.35 Window 33: Other 12 0.350 0.320 4 4 SHGC: 0.35 Wall 52:Wood Frame,24"o.c. 144 21.0 0.0 0.056 0.060 5 6 Window 34: Other 20 0.350 0.320 7 6 SHGC: 0.35 Window 35: Other 15 0.350 0.320 5 5 SHGC: 0.35 Window 36: Other 15 0.350 0.320 5 5 SHGC: 0.35 Wall 54:Wood Frame, 24"o.c. 29 21.0 0.0 0.056 0.060 2 2 Wall 56:Wood Frame, 24"o.c. 57 21.0 0.0 0.056 0.060 3 3 Wall 58:Wood Frame,24"o.c. 55 21.0 0.0 0.056 0.060 3 3 Wall 60:Wood Frame,24"o.c. 71 21.0 0.0 0.056 0.060 3 3 Window 39: Other 15 0.350 0.320 5 5 SHGC: 0.35 Wall 62:Wood Frame,24"o.c. 79 21.0 0.0 0.056 0.060 4 5 Wall 64:Wood Frame,24"o.c. 142 21.0 0.0 0.056 0.060 7 7 Window 42: Other 12 0.350 0.320 4 4 SHGC: 0.35 Window 43: Other 12 0.350 0.320 4 4 SHGC: 0.35 Wall 66:Wood Frame,24"o.c. 98 21.0 0.0 0.056 0.060 5 6 Wall 68:Wood Frame,24"o.c. 96 21.0 0.0 0.056 0.060 5 6 Wall 70:Wood Frame, 24"o.c. 44 21.0 0.0 0.056 0.060 2 3 Wall 72:Wood Frame, 24"o.c. 36 21.0 0.0 0.056 0.060 2 2 Wall 71:Wood Frame, 24"o.c. 52 21.0 0.0 0.056 0.060 3 3 Wall 69:Wood Frame,24"o.c. 113 21.0 0.0 0.056 0.060 6 7 Wall 67:Wood Frame,24"o.c. 115 21.0 0.0 0.056 0.060 6 7 Wall 65:Wood Frame,24"o.c. 75 21.0 0.0 0.056 0.060 4 5 Wall 63:Wood Frame,24"o.c. 142 21.0 0.0 0.056 0.060 7 7 Window 40: Other 12 0.350 0.320 4 4 SHGC: 0.35 Window 41: Other 12 0.350 0.320 4 4 SHGC: 0.35 Wall 61:Wood Frame, 24"o.c. 98 21.0 0.0 0.056 0.060 6 6 Wall 59:Wood Frame, 24"o.c. 41 21.0 0.0 0.056 0.060 2 2 Wall 57:Wood Frame, 24"ox. 47 21.0 0.0 0.056 0.060 3 3 Wall 55:Wood Frame, 24"o.c. 40 21.0 0.0 0.056 0.060 2 2 Wall 53:Wood Frame, 24"o.c. 104 21.0 0.0 0.056 0.060 5 5 Window 37: Other 8 0.350 0.320 3 3 SHGC: 0.35 Window 38: Other 8 0.350 0.320 3 3 SHGC: 0.35 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 3 of 5 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 51:Wood Frame, 24"o.c. 22 21.0 0.0 0.056 0.060 1 1 Wall 49:Wood Frame,24"o.c. 104 21.0 0.0 0.056 0.060 6 6 Wall 47:Wood Frame,24"o.c. 137 21.0 0.0 0.056 0.060 6 7 Window 30: Other 12 0.350 0.320 4 4 SHGC: 0.35 Window 31: Other 12 0.350 0.320 4 4 SHGC: 0.35 Wall 45:Wood Frame,24"o.c. 137 21.0 0.0 0.056 0.060 6 6 Window 28: Other 15 0.350 0.320 5 5 SHGC: 0.35 Window 29: Other 15 0.350 0.320 5 5 SHGC: 0.35 Wall 43:Wood Frame, 24" o.c. 119 21.0 0.0 0.056 0.060 5 5 Window 26: Other 15 0.350 0.320 5 5 SHGC: 0.35 Window 27: Other 15 0.350 0.320 5 5 SHGC: 0.35 Wall 41:Wood Frame, 24"ox. 79 21.0 0.0 0.056 0.060 4 5 Wall 39:Wood Frame,24"o.c. 71 21.0 0.0 0.056 0.060 4 4 Wall 37:Wood Frame,24"o.c. 58 21.0 0.0 0.056 0.060 3 4 Wall 35:Wood Frame,24"ox. 72 21.0 0.0 0.056 0.060 4 4 Wall 33:Wood Frame,24"o.c. 89 21.0 0.0 0.056 0.060 5 5 Wall 31:Wood Frame,24"o.c. 167 21.0 0.0 0.056 0.060 7 8 Window 20: Other 2 0.350 0.320 1 0 SHGC: 0.35 Window 21: Other 19 0.350 0.320 7 6 SHGC: 0.35 Window 22: Other 19 0.350 0.320 7 6 SHGC: 0.35 Wall 29:Wood Frame, 24"ox. 37 21.0 0.0 0.056 0.060 2 2 Wall 27:Wood Frame,24"ox. 106 21.0 0.0 0.056 0.060 5 5 Window 16: Other 21 0.350 0.320 7 7 SHGC: 0.35 Wall 25:Wood Frame,24"o.c. 130 21.0 0.0 0.056 0.060 5 5 Window 11: Other 8 0.350 0.320 3 3 SHGC: 0.35 Window 12: Other 8 0.350 0.320 3 3 SHGC: 0.35 Window 13: Other 24 0.350 0.320 8 8 SHGC: 0.35 Wall 23:Wood Frame, 24"o.c. 55 21.0 0.0 0.056 0.060 3 3 Wall 20:Wood Frame, 24"ox. 55 21.0 0.0 0.056 0.060 3 3 Wall 19:Wood Frame,24"ox. 102 21.0 0.0 0.056 0.060 6 6 Wall 17:Wood Frame, 24" o.c. 135 21.0 0.0 0.056 0.060 2 2 Window 4: Other 96 0.350 0.320 34 31 SHGC: 0.35 Wall 2:Wood Frame, 24" o.c. 50 21.0 0.0 0.056 0.060 3 3 Wall 3:Wood Frame,24"o.c. 156 21.0 0.0 0.056 0.060 9 9 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 4 of 5 Gross Area Cavity Cont. Prop. Prop. Perimeter Wall 4:Wood Frame, 24"o.c. 43 21.0 0.0 0.056 0.060 2 3 Wall 11:Wood Frame, 24"o.c. 465 21.0 0.0 0.056 0.060 26 28 Wall 13:Wood Frame, 24"o.c. 198 21.0 0.0 0.056 0.060 11 12 Wall 14:Wood Frame, 24" o.c. 122 21.0 0.0 0.056 0.060 7 7 Wall 16:Wood Frame, 24"o.c. 158 21.0 0.0 0.056 0.060 7 8 Window 2: Other 12 0.350 0.320 4 4 SHGC: 0.35 Window 3: Other 12 0.350 0.320 4 4 SHGC: 0.35 Wall 15:Wood Frame,24"o.c. 107 21.0 0.0 0.056 0.060 5 5 Window 1: Other 18 0.350 0.320 6 6 SHGC: 0.35 Wall 5:Wood Frame, 24" o.c. 108 21.0 0.0 0.056 0.060 6 6 Wall 6:Wood Frame, 24"o.c. 45 21.0 0.0 0.056 0.060 2 3 Wall 7: Wood Frame, 24"o.c. 163 21.0 0.0 0.056 0.060 9 10 Wall 8: Wood Frame, 24"o.c. 43 21.0 0.0 0.056 0.060 2 3 Wall 9: Wood Frame, 24"o.c. 85 21.0 0.0 0.056 0.060 5 5 Wall 10:Steel Frame, 24"o.c. 204 21.0 0.0 0.085 0.060 17 12 Wall 12:Steel Frame, 24"o.c. 124 21.0 0.0 0.085 0.060 10 7 Floor 1:All-Wood J oist/Truss:Over Outside Air 481 30.0 0.0 0.033 0.047 16 23 Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' 92 15.0 0.0 0.061 0.059 6 5 Depth below grade: 6.0' Insulation depth: 8.0' Basement Wall 2: Solid Concrete or Masonry Wall height: 8.0' 84 15.0 0.0 0.061 0.059 5 5 Depth below grade: 6.0' Insulation depth: 8.0' Basement Wall 3: Solid Concrete or Masonry Wall height: 8.0' 67 15.0 0.0 0.061 0.059 4 4 Depth below grade: 6.0' Insulation depth: 8.0' Basement Wall 4: Solid Concrete or Masonry Wall height: 8.0' 66 15.0 0.0 0.061 0.059 4 4 Depth below grade: 6.0' Insulation depth: 8.0' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. John R. Sharpe, Principal 10/7/2021 Name-Title Signature �! of NEW Y Date Project Notes: �Q►V�NR•sly o Previously saved project information: Sharpe Engineering Inc. 130 Futura Drive Suite 200 i Fr John R Sharpe, PE ', r Limerick, PA 19464 610-489-8212 -r 083759 �FESS1 Project Title: Salerno Residence Report date: 10/07/21 Data filename: Page 5 of 5 OFEN r Alpine,an ITW company y z 514 Earth City Expressway LU Suite 242 Earth City,MO 63045 o ALPINE AN ffW COMPANY Phone:(800)326-4102(314)344-9121 618A7- �� SSIONQ� alpineitw.com Site Informatioh: Pa 4e 1: Customer. Tim lex Corporation Job Number. 210022 Job Description: 1485 Park View Lane Address: 1485 Park view Lane,Orient,NY 11957 Job"En ineerin Criteria:, Design Code: IRC 2015 IntelliVlEW Version: 19.02.026 through 21.01.00A JRef#. 1X91-150400004 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Design Loading(pso: 50.00,55.00 Building Type: Closed This package contains general notes pages,95 truss drawing(s)and 10 detail(s). ;Item 'Drawing Number Truss Item Drawing Number .Truss 1 281.21.1536.29083 1-1-1 2 281.21.1637.27172 1-1-2 3 281.21.1536.39883 1-1-3 4 281.21.1536.46143 1-1-4 5 281.21.1536.48513 1-1-5 6 281.21.1516.12353 F1-1 7 281.21.1516.10575 F1-2 8 281.21.1516.13230 F1-3 9 281.21.1516.13629 F1-4 10 281.21.1516.10487 F1-5 11 281.21.1516.12406 F1-6 12 281.21.1516.13227 F1-7 13 281.21.1516.10589 F1-8 14 281.21.1516.11164 171-9 15 281.21.1536.50523 1-2-1 16 281.21.1536.55377 1-2-2 17 281.21.1516.12261 172-1 18 281.21.1516.12023 172-2 19 281.21.1516.13323 F2-3 20 281.21.1516.11826 F2-4 21 281.21.1516.10602 F2-5 22 281.21.1516.12046 F2-6 23 281.21.1516.11557 F2-7 24 281.21.1516.10925 F2-8 25 281.21.1516.11560 F2-9 26 281.21.1516.10598 F2-9A 27 281.21.1516.10502 F2-10 28 281.21.1516.13613 172-11 29 281.21.1516.13436 172-12 30 281.21.1516.10515 F2-13 31 281.21.1516.10486 F2-14 32 281.21.1516.13525 F2-15 33 281.21.1516.13000 F2-16 34 281.21.1530.48763 T1 G 35 281.21.1527.22260 TI 36 281.21.1530.30053 T1A 37 281.21.1530.56750 T2 38 281.21.1531.00830 T2A 39 281.21.1516.13014 GT2 40 281.21.1532.50027 T3G 41 281.21.1533.42417 T4G 42 281.21.1533.21113 T4 43 281.21.1516.11321 GT4 44 281.21.1516.13280 GT5 45 281.21.1516.13036 GT6 46 281.21.1534.39650 T7 47 281.21.1534.49767 T8AG 48 281.21.1534.42083 T8 49 281.21.1534.43723 T8A 50 281.21.1534.53807 T9G Printed 1018/20214:48:57 PM 10/08/2021 OF eN Y r• Ups �� Alpine,an ITW company o, i 514 Earth City Expressway LM Suite 242 ALPINE Earth City,MO 63045 ANrrWCOMPANY Phone:(800)326-4102(314)344-9121 SSIONQ� alpineitw.com Site.Information: Page 2: Customer. Tim lex Corporation Job Number. 210022 Job Description: 1485 Park View Lane Address: 1485 Park view Lane,Orient,NY 11957 Item Drawing Number Truss Item Drawing.Number Truss ; 51 281.21.1527.24220 T10 52 281.21.1527.26800 T10G 53 281.21.1529.31980 T11 54 281.21.1529.35660 T12 55 281.21.1529.37817 T12A 56 281.21.1529.43513 T1 3G 57 281.21.1529.39950 T13 58 281.21.1516.13403 GT13 59 281.21.1530.15957 T14G 60 281.21.1530.10297 T14 61 281.21.1530.13750 T14A 62 281.21.1516.11165 F2-2A 63 281.21.1530.24940 T15 64 281.21.1524.03270 M1 65 281.21.1524.15140 M2 66 281.21.1524.17733 M3 67 281.21.1524.37230 M4 68 281.21.1525.07770 M5G 69 281.21.1525.05333 M5 70 281.21.1526.23627 M6 71 281.21.1526.33860 M7 72 281.21.1526.37213 M8 73 281.21.1526.57793 M9 74 281.21.1524.12310 M10 75 281.21.1516.11806 FGT1 76 281.21.1527.07993 PB1G 77 281.21.1527.04367 PB1 78 281.21.1527.10390 P62 79 281.21.1527.14187 PB3 80 281.21.1527.19940 PB4G 81 281.21.1527.16670 P64 82 281.21.1534.55920 V1 83 281.21.1535.04487 V2 84 281.21.1535.13000 V3 85 281.21.1535.15970 V4 86 281.21.1535.18197 V5 87 281.21.1521.13933 HJ1 88 281.21.1521.25690 HJ2 89 281.21.1515.59640 EJ1 90 281.21.1516.01710 EJ2 91 281.21.1521.32187 J1 92 281.21.1521.40857 J2 93 281.21.1521.43787 J3 94 281.21.1521.45563 J4 95 281.21.1522.05187 J5 96 DEFLCAMB1014 97 STRBRIBR1014 98 A14015ENC101014 99 A14030ENC101014 100 BRCLBSUB0119 101 CNSY42PL0118 102 GBLLETIN0118 103 LSCSYX2A1014 104 PB160101014 105 VAL160101014 Printed 10/8/2021 4:48:57 PM 10/08/2021 General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS,the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability.The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19%and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation,the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems,the design of diaphragms or shear walls,the design of load transfer connections to and from diaphragms and shear walls,the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or 1310, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing,wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength,20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19%or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. CL=Certified lumber. Des Ld=total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT= Fire Retardant Treated lumber. FRT-DB= D-Blaze Fire Retardant Treated lumber. FRT-DC= Dricon Fire Retardant Treated lumber. FRT-FP= FirePRO Fire Retardant Treated lumber. FRT-FL= FlamePRO Fire Retardant Treated lumber. FRT-FT= FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g=green lumber. HORZ(LL)=maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches,due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic= Incised lumber. FJ = Finger Jointed lumber. U#=user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. L/defl =ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI =Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI=Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL =Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB=additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases,at the indicated location (Loc). -R=maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh =maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic)load cases, at the identified location(Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U =maximum Upward design reaction, in pounds,from all specified non-gravity(wind or seismic)load cases, at the indicated location (Loc). VERT(CL)=maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL)= maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load,and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL)=maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg,VA 20175; www.awc.org. 2. ICC: International Code Council;www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045;www.alpineitw.com. 4.TPI: Truss Plate Institute,2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www. sbcacomponents.com. Page 3 of 3 I SEAN:37791 SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T18 FROM:' Qty: 1 1485 Park View Lane DrwNo: 281.21.1536.29083 Truss Label: 1-1-1 DLD / SLS 10/08/2021 1� "—. 1.5AX3 (TYp) =W=12N.5X4 =15X3 _I sin AS X 1112X3 AJ 1112X3 =W=2.5X4 26'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 V 999 626 Lac R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 V 999 360 X* 66 /- /- 127 /10 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.000 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ(TL 0.000 B - X Br Width=317 Min Req=- Des Ld: 50.00 ) g Mean Height:15.00 ft Building Code: Creep Factor:2.0 Bearing AS is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.040 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.017 Spacing:16.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.015 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpl:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.0OA.0324.17 Lumber Top chord:4x2 SP#2; Bot chord:4x2 SP#2; Webs:4x2 SP#3; Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PSE OF N Y End verticals not exposed to wind pressure. ER Additional Notes o� £ cc See See detail STRBRIBR1014 for bracing and bridging z UJ recommendations. Snow loading based on an unobstructed roof. Complete drainage required. 618 AV.% ,t•,. Truss must be installed as shown with top chord up. cSS(��p� Y **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety.Information,by TPI an fabricating, fo'r sa ety practices nor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have rope attached structural sheathing and bottom chord shall have a properly attached ri id cei]inq Locations shown for permanent lateral res%Taint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Joinmetails, unless noted otherwise. Kder to ALPINE drawings 160A-Z for Indard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildln Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping,,Installation and bracingof trusses. A seal on this drawing or cover paga 514 Earth City Expressway listing this drawing indicates acceptance of professional enteering responsibilit solelyor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/T�1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or 'SBCA:sbcacom onents.com•ICC:icosafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:37792/ SY42 Ply: 1 Job Number. 210022 Cust:R5040 JRef:1X9H504000D4 T26 / FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1637.27172 Truss Label: 1-1-2 DLD / SLS 10/08/2021 1'4"�{ =1.5X3 (TYP) =W=2.5X4 =1.5X3 A L R T 3- "v AK T 1112X3 AE 1112X3 =W=2.5X4 21' -� Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 B 999 495 Loc R+ /R- /Rh /Rw IU /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 360 T' 66 /- /- /27 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL 0.001 B - - T B Width=252 Min Req=- Des Ld: 50.00 ( ) Mean Height:15.00 ft Building Code: Creep Factor:2.0 Bearing AK is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf 9 Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.040 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.017 Spacing:16.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.015 Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:4x2 SP 92; Bot chord:42 SP#2; Webs:4x2 SP#3; Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Q'<<G��N y ER End verticals not exposed to wind pressure. Additional Notes ti Snow loading based on an unobstructed roof. % Z U j Complete drainage required. Truss must be installed as shown with top chord up. • 61641'% !� SS(1040842021 O�P�" "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshi ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA) y sa ety practices poor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,to ch6rd shall have pro erly attached structural sheathing and bottom chard shall have a properly attachtl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face oT truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for Xndard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mnwm~ truss in conformance with ANSI 1, or for handling, shipping,,installation and bracin4g of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibili�tv�solely or the design shown.The suitability and use of Phis Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSIlfPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.o ;AWC:awc.om Earth City,Missouri 63045 SEAN:37793 SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T21 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1536.39883 Truss Label: L1-3 OLD / SLS 10108/2021 14 1 III 2A (TYP) =-1.5X3 3-1/2- P AC 1112X3 1112X3 16'4" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 N 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 N 999 360 P* 66 /- / /27 110 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZTL - P Br Width=195 Min Req=- Des Ld: 50.00 ( ) 0.002 B 9 Mean Height:15.00 it Building Code: Creep Factor:2.0 Bearing AC is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.041 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.017 Spacing:16.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.016 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpI:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:4x2 SP#2; Bot chord:4x2 SP#2; Webs:4x2 SP#3; Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C OF N member design. c,�Q��N Ert y End verticals not exposed to wind pressure. Additional Notes r Cr z W Snow loading based on an unobstructed roof. UJ Complete drainage required. Truss must be installed as shown with top chord up. =C? • B1s41- �J SIO�P�" ` 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshIgping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA r sa a practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,to ch rd shall ave proerly attached structural sheathing and bottom chord shall have a propefly attachd rigid ceiling Locations shown for errmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and positionas shown above and on the Joint Details, unless noted othervvise. Referto ALPINE drawings 160A-Z for=dard plate positions.Refer to job's eneral Notes page for additional information. Alpine,a division of ITW Buildin$1Components Group Inc.shall not be responsibie for any deviation from this drawing,any failure to build the nx"wmnwur truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover paTe 514 Earth City Expressway listing this drawing indicates acceptance of professional en rq�,eering responsibilit�yy solely or the design shown.The suitability and use of f�1is Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSI/TP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or SBCA:sbcacom onents.com;ICC:iccsafe.o AW C:awc.o Earth City,Missouri 63045 SEAN:37794 SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T20 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1536.46143 Truss Label: 1_14 DLD / SLS 10/08/2021 =1.5X3 1'4" =1.5X3 A (TYP) H 3-2' d' r (� J 1112X3 1112X3 92-1/2" -i Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 H 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 H 999 360 J' 65 /- /- /27 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 H - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ(TL 0.000 H J Brg Width=110 Min Req=- Des Ld: 50.00 ) Mean Height:15.00 ft Building Code: Creep Factor:2.0 Bearing Q is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.040 Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.016 Spacing:16.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.016 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:4x2 SP#2; Bot chord:4x2 SP#2; Webs:4x2 SP#3; Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MW FRS with additional C&C OF N y member design. %I ER 1' End verticals not exposed to wind pressure. 0 Additional Notes r h z Snow loading based on an unobstructed roof. LU Complete drainage required. Truss must be installed as shown with top chord up. �C? SSIO�P�" 10/08/2021 —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an Q SBCA fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracingTer BCSI.Unless noted otherwise,top cNrd shall have roper)y attached structural sheathing and bottom chord shall have a properly attacheSrimid ceiling Locations shown for permanent lateral res�mint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ w truss in conformance with ANSI/TPI 1, or for handling shipping,,installation and bracinqg of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawing indicates acceptance of professio al encLineenng responsibility solely or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com•ICC:iccsafe.or •AW C:awc.org Earth City,Missouri 63045 SEAN:37795 SY42 Pty: 1 Job Number: 210022 Cust:R5040 JR&AX91-150400004 T16 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1536.48513 Truss Label: 1-1-5 OLD / SLS 10108/2021 IT-1/2" 1.5X3 3 (TYP) =W=2M.5X4 =1.5X3 AS ;PX ll 2X3 AJ 1112X3 =W=2.5X4 26'6" -� Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 V 999 627 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 V 999 360 AS*66 /- / 127 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL 0.000 B AS Brg Width=318 Min Req=- Des Ld: 50.00 ( ) Mean Height:15.00 It Building Code: Creep Factor:2.0 Bearing AS is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.040 Load Duration:1.15 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.017 Spacing:16.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.015 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:42 SP#2; Bot chord:42 SP#2; Webs:42 SP#3; Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C ,��Y v member design. y.�P y`N ER YO End verticals not exposed to wind pressure. �c Additional Notes r % D Snow loading based on an unobstructed roof. Z tJJ Complete drainage required. Truss must be installed as shown with top chord up. aC? • e1641- �. SSIO�P� 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI and SBCA)fo'r safety practices poor to performing these functions. Installers shall provide temporarryY bracing per BCSI.Unless noted otherwise,top chord shall have properr attached structural sheathing and bottom chord shall have a properly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply Iales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nnmvcwwnxr truss In conformance with ANSI/TPI 1, or for handling, shippin installation and bracing9 of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional anccLLine 'ring responsibilityy solely for the design shown.The suitability and use of this Suite 242 drawing for any sfructure is the responsibility of the Building Designer per ANSIffPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.o Earth City,Missouri 63045 SEQN:56891 SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRefAX91-150400004 T17 FROM: Qty: 29 1485 Park View Lane DrwNo: 281.21.1516.12353 Truss label: F7-1 DLD / SLS 10/08/2021 13'1-1/2" 26'6" 131-1/2" 16 I' 1110-1/2" 3 �--2'6" f- 2'6-3/4"-I f � I-2,6"--I (TYP) -- 9'4-1/2" 91-1/2" --j =1.5X3 =3X6 =3X4 =3X5 5X5 1113X4 1112X5_25X8=3X5 =3X4 =3X6 =1.5X3 I airz• AI A B C D E F G H I J — K L M N P `v Harz• AH AG AF AE AD AC AB AA Z 1112X5 1114X6 W V J T S R Q 1112X3 =4X6 1111.5X3=3X4 =3X4 —3X8 1114X5 =3X4 =3X4 1111.5X3 =4X6 W=H0310 —3X6 1112X3 26'6" -7 10'6" —}- 5'6" 196" -� Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph PP.NA Ce:NA VERT(LL): 0.488 G 641 626 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.672 G 466 360 AH 963 /- /- /- P /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.067 R - - AJ 963 Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.092 R - AH Brg Width=12.0 Min Req=1.5 Mean Height:NA ft Building Code: Creep Factor:.09 AJ Brg Width=12.0 Min Req=1.5 NCBCLL: 10.00 TCDL:NA psf Bearings AH&R are a rigid surface. Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.506 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.552 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA It Rep Fac:Yes Max Web CSI: 0.619 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -956 H-I 0 -5721 Wind Duration:NA IWAVE,HS VIEW Ver:19.02.028.0122.16 B-C 0-2565 I-J 0 -5721 C-D 0-3806 J-K 0 -4702 Lumber D-E 0-4693 K-L 0 -4699 Top chord:4x2 SP SS Dense; E-F 0-4695 L-M 0 -3807 T1 4x2 SP 2400f-2.OE; F-G 0-5662 M-N 0 -2565 Bot chord:4x2 SP 2400f-2.OE; G-H 0-5731 N-0 0 -956 Webs:4x2 SP#3; Plating Notes Maximum Bot Chord Forces Per Ply(Ibs) All plates are 4X5 except as noted. Chords Tens.Comp. Chords Tens. Comp. AG-AF 1857 0 Y-X 5731 0 Loading AF-AE 3288 0 X-W 5137 0 Bottom chord checked for 10.00 psf non-concurrent AE-AD 3288 0 W-V 5144 0 bottom chord live load applied per IRC-15 section AD-AC 4277 0 V-U 4285 0 301.5. AC-AB 5178 0 U-T 3287 0 Deflection AB-AA 5159 0 T-S 3287 0 AA-Z 5166 0 S-R 1857 0 Max JT VERT DEFL:LL:0.49"DL:0.20".See detail Z-Y 5737 0 DEFLCAMB1014 for camber recommendations. Additional Notes Maximum Web Forces Per Ply(Ibs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBRIO14 for bracing and bridging OF N AI-AH 0 -962 X-J 930 0 recommendations. Q'�� . A-Al 0 -951 J-V 0 -590 Deflection estimate assumes composite action with Gj� VAN ER A-AG 1300 0 V-L 576 0 single layer of the appropriate span rated glue-nailed o~� AG-B 0-1253 L-U 0 -665 wood sheathing. Q B-AF 985 0 U-M 706 0 Truss must be installed as shown with top chord up. h �- z w AF-C 0 -982 M-S 0 -982 W C-AD 704 0 S-N 984 0 AD-D 0 -654 N-R 0 -1253 O 816A� CG� D-AC 579 0 R-O 1300 0 AG-F 0 -644 O-P 0 -951 F-Z 644 0 P-Q 0 -954 Z-G 237 -420 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingsh�ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r sa ety practices pnor to performing these functions. Installers shall provide temporarryy bracing per BCSI.,Unless noted otherwise,top ch shall have properly attached structural sheathing and bottom chord shall have a propeXy attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. ♦lifer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wnwmrevnxr truss in conformance with ANSI PI 1, or for handling, shipping,,installation and bracin4 of9usses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawin indicates acceptance of professional en mee ring responsibilityy solely or a design shown.The suitab!li and use of this Suite 242 drawing for any stgructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ine!tw.com;TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.or AW C:awc.org Earth City,Missouri 63045 SEAN:568941 SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRefAX91-150400004 T19 FROM: Qty: 22 1485 Park View Lane DrwNo: 281.21.1516.10575 Truss Label: F1-2 / SLS 10/08/2021 131-1/2" J 15' 25'6" 131-1/2" 1'10-1/ " 10'6" I--2'6" 2'6-3/4" r6"--I f--2'6"-- I j- -- 9'4-1/2" -I- 8' -I- 81-1/2" =1 5X3 =4X5 =3X5 =3X5 4X4 1112.5X4 =4X4 =3X5 =3X5 =4X5 =4X6 A B C D E F G H IJ K L M airz• AD AS A8 AA Z Y X W V U T S R Q P O N 1112X3 =4X6 =4X5 1111.5X3 1111.5X3=2.5X4 1111.5X3 1111.5X3 1111.5X3=4X5 =4X5 1112X3 25'6" - Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.476 G 631 601 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.655 G 459 360 AC 924 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.067 O - - N 937 EXP:NA Kzt:NA HORZ(TL): 0.092 O AC Brg Width=12.0 Min Req= 1.5 Des 1-d-.7-65.00 Mean Height:NA ft NCBCLL: 10.00 Building Code: Creep Factor:2.0 N Brg Width=- Min Req=- TCDL:NA psf Bearing AC is a rigid surface. Soffit: 2.00IRC 2015 Max TC CSI: 0.478 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.692 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.592 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -914 G-H 0 -4935 Wind Duration:NA WAVE VIEW Ver:19.02.02B.0122.16 B-C 0-2442 H-I 0 -4452 C-D 0-3597 I-J 0 -4448 Lumber D-E 0-4410 J-K 0 -3580 Top chord:4x2 SP SS Dense;T2 4x2 SP SS; E-F 0-4413 K-L 0 -2406 Bot chord:4x2 SP 2400f-2.0E; F-G 0-4922 L-M 0 -872 Webs:4x2 SP#3; Plating Notes Maximum Bot Chord Forces Per Ply(Ibs) All plates are 3X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. AB-AA 1775 0 U-T 4935 0 Loading AA-Z 3123 0 T-S 4929 0 Bottom chord checked for 10.00 psf non-concurrent Z-Y 3123 0 S-R 4026 0 bottom chord live load applied per IRC-15 section Y-X 4032 0 R-Q 3091 0 301.5. X-W 4803 0 Q-P 3091 0 W-V 4803 0 P-0 1735 0 Deflection V-U 4941 0 Max JT VERT DEFL:LL:0.48"DL:0.21".See detail DEFLCAMB1014 for camber recommendations. Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail AD-AC 0 -923 H-S 0 -780 STRBRIBR1014 for bracing and bridging A-AD 0 -912 S-J 633 0 recommendations. OF I✓ A-AB 1243 0 J-R 0 -620 Deflection estimate assumes composite action withy�N ER AB-B 0-1197 R-K 666 0 single layer of the appropriate span rated glue-nailed �� ',f B-AA 929 0 K-P 0 -930 wood sheathing. >+ vo AA-C 0 -926 P-L 934 0 Truss must be installed as shown with top chord up. Co > C-Y 643 0 L-0 0 -1201 z W Y-D 0 -605 O-M 1215 0 BUILDING DESIGNER SHALL BE RESPONSIBLE tc! D-X 526 0 M-N 0 -921 FOR THE DESIGN OF THE SUPPORTS AND THE X-F 0 -522 TRUSS CONNECTIONS TO THE SUPPORTS TO • e1 s41 lV=� RESIST THE FORCES SHOWN. 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bY TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above apd on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildinl1Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the Mu caw_ truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin4 of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indica)es acceptance of professional en ineenng responsibili�r solely for the design shown.The suitability and use of Phis Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/TP1 1 Sec.2. For more Information see these web sites:Alpine:al ineitw.com;TPI:t inst.or m SBCA:sbcacom onents.com;ICC:iccsafe.or ;AWC:awc.org Eat City,Missouri 63045 SEQN:56918/ SY42Ply: 1 Job Number: 210022 Cust:R5040 JR&AX9H50400004 T30 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1516.13230 Truss Label: F1-3 ! SLS 10/08/2021 157-3/4" 25'6" r 157-3/4" } 9'10-1/4" 2'6" 2'6-3/4 2'4-3/4" I 2'6" =1.5X3 =5X8 =4X5 =4X5 1113X4 =4X10 =5X5 =5X8 =6X6 =5X8 A B C D E F G H I J K airz• AS �rz• AA Z Y X W V U T S R Q P O N M L 1112.5X4 1117X6 1112X5 =5X5 =4X5 1112X5 1113X4 1113X4 1116X6 5X5 1112X5 =6X6 =6X8 1112X5 25'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf;NA Ce:NA VERT(LL): 0.473 F 636 601 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.650 F 462 360 AA 1067 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.053 B - - L 1172 /- / /- P / Des Ld: 55.00 EXP;NA Kzt:NA HORZ(TL): 0.073 B AA Brg Width=12.0 Min Req= 1.5 Mean Height:NA ft Building Code: HOR Factor:2.0 L Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf g p p IRC 2015 Max TC CSI: 0.363 Bearing AA is a rigid surface. Soffit: 2.00 BCDL:NA psf Members not listed have forces less than 375# 458 2014 Max BC CSI: 0. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA It Rep Fac:Varies by Ld Case Max Web CSI: 0.776 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) 1:NA GCp!:NA Plate Type(s): A-B 0-1188 F-G 0 -7038 Wind Duration:NA WAVE VIEW Ver:19.02.028.0122.16 B-C 0-3218 G-H 0 -6732 Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE C-D 0-4865 H-1 0 -5389 D-E 0-6010 I-J 0 -3486 Top chord:42 SP#1; FOR THE DESIGN OF THE SUPPORTS AND THE E-F 0-6756 J-K 0 -1242 Bot chord:4x2 SP SS; TRUSS CONNECTIONS TO THE SUPPORTS TO Webs:4x2 SP#3; RESIST THE FORCES SHOWN. Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ----(Lumber Dur.Fac.1.00/Plate Dur.Fac.1.00) Z-Y 2313 0 S-R 7056 0 TC:From 67 plf at 0.12 to 67 pif at 25.50 Y-X 4141 0 R-Q 7056 0 BC:From 7 pif at 0.00 to 7 pif at 25.50 X-W 4141 0 Q-P 6148 0 TC: 377 Ib Conc.Load at 15.77 W-V 5537 0 P-0 4529 0 Plating Notes V-U 6488 0 O-N 4529 0 U-T 6488 0 N-IM 2468 0 All plates are 5X6 except as noted. T-S 6996 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Pty(lbs) Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section 301.5. AB-AA 0-1058 G-Q 0 -581 Deflection A-AB 0-1051 Q-H 772 0 A-Z 1541 0 H-P 0 -1032 Max JT VERT DEFL:LL:0.47"DL:0.18".See detail OF Z-B 0-1489 P-1 1088 0 DEFLCAM61014 for camber recommendations. .�Q�� ER 1�0 B-Y 1197 0 1-N 0 -1352 Additional Notes tit N Y-C 0-1198 N-J 1347 0 r Uo C-W 939 0 J-M 0 -1623 +2x6 continuous strongback.See detail w > W-D 0 -889 M-K 1629 0 STRBRIBR1014 for bracing and bridging z LU D-V 626 0 K-L 0 -1206 recommendations. = V-E 0 -620 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed B1641 . wood sheathing. Truss must be installed as shown with top chord up. �ESS1 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingsh�ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,b TPI an SBCA) r sa ety practices poor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted oytherwise,to ch shall have pro erly attached structural sheathing and bottom chord shall have a properly attachd rigid ce!linq Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for Xndard ate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Build!n Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MMCO,n„r truss in conformance with ANSI PI 1, or for handling, shipping,.installation and bracingg of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawin indicates acceptance of professional en rneering responsibilit solely or the design shown.The suitability and use of this Suite 242 drawing for any sEructure is the responsibility of the Building�esigner per ANSIXI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or o SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.or Earth City,Missouri 63045 SEQN:56897/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T22 FROM: Qty: 5 1485 Park View Lane DrwNo: 281.21.1516.13629 Truss Label: F1-4 / SLS 10/08/2021 11'10-1/2" 14'0-1/2" 24'6-1/2" 11'10-1/2" 2'2" 1016" 2'6" 2'6-314"�{ 1'4-112"{ 2,6" 2'6"——� (TYP) =4X4 =1.5X3 =4X4 =3X5 =3X4 1111.5X3 =3X5 =4X4 =4X6 A B C D E F G H I J K T 3 i—w AA `v + Z Y X W V U T S R Q P O N M L 1112X3 =4X5 =4X4 1111.5X3 =3X4 1111.5X3 1111.5X3 =3X4 1111.5X3 =4X4 =4X5 1112X3 24'6-112" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.497 F 582 578 Loc R+ /R- /Rh /Rw /U /RL SCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.684 F 423 360 Z 889 /_ /_ !_ !_ BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.069 B - - L 902 !- /- /- A / EXP:NA Kzt:NA HORZ TL 0.095 B Z Br Width=4.5 Min Req=1.5 Des Ld: 55.00 ( ) 9 Mean Height:NA ft Building Code: Creep Factor:2.0 L Big Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf Bearing Z is a rigid surface. Soffit: 2.00 BCDL:NAsf IRC 2015 Max TC CSI: 0.962 p TPI Std: 2014 Max BC CSI: 0741 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:N . A Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA It Rep Fac:Yes Max Web CSI: 0.568 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) 1:NA GCpi:NA Plate Type(s): A-B 0 -878 F-G 0 -4355 Wind Duration:NAWAVE VIEW Ver:19.02.028.0122.16 B-C 0-2328 G-H 0 -4075 C-D 0-3424 H-1 0 -3401 Lumber D-E 0-4081 I-J 0 -2296 Top chord:4x2 SP#1; E-F 0-4351 J-K 0 -836 Bot chord:4x2 SP SS; Webs:4x2 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2.5X4 except as noted. Y-X 1703 0 S-R 4355 0 X-W 2967 0 R-Q 4351 0 Loading W-V 2967 0 Q-P 3819 0 Bottom chord checked for 10.00 psf non-concurrent V-U 3844 0 P-0 2941 0 bottom chord live load applied per IRC-15 section U-T 4321 0 O-N 2941 0 301.5. T-S 4321 0 N-M 1664 0 Deflection Maximum Web Forces Per Ply(lbs) Max JT VERT DEFL:LL:0.50"DL:0.23".See detail Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. AA-Z 0 -88B G-Q 12 -601 Additional Notes A-AA 0 -877 Q-H 460 0 +2x6 continuous strongback.See detail A-Y 1193 0 H-P 0 -581 STRBRIBR1014 for bracing and bridging Y-B 0-1148 P-1 625 0 recommendations. P,��OF B_X 870 0 I-N 0 -876 Deflection estimate assumes composite action with � VAN ER f0 X-C 0 -867 N-J 880 0 single layer of the appropriate span rated glue-nailed �� C-V 622 0 J-M 0 -1151 wood sheathing. J` g V-D 0 -584 M-K 1166 0 Truss must be Installed as shown with top chord up. _ cc E-S 464 -319 K-L 0 886 w BUILDING DESIGNER SHALL BE RESPONSIBLE 2 FOR THE DESIGN OF THE SUPPORTS AND THE + TRUSS CONNECTIONS TO THE SUPPORTS TO of s4! �l4 RESIST THE FORCES SHOWN. FESSIO�A 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an fabricating, r sa ety practices pnor to performing these functions. Installers shall�pprovide temporary bracing per BCSI.Unless noted oytherwise,top ch shall have groped) attached structural sheathing and bottom chord st5all have a properly attachetl rigid ceil!nq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for Xndard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Bu!Id!ng�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmvw*mnn truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin4 of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawing indicates acceptance of professional enpmeering responsibility solely or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBC A:sbcacom onents.com•ICC:!ccsafe.or •AWC:awc.o Earth City,Missouri 63045 SEAN:56902/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91150400004 T24 FROM: Qty: 8 1485 Park View Lane DrwNo: 281.21.1516.10487 Truss Label: F1-5 / SLS 10/08/2021 i 1110-1/2" 1. 138" i 25'6-1/2" ar 11'10-1/2" T 1'9-1/2T 1110-1/2" a I 2'6"— -i 2'6-3/4" 1!2"� E1 { �--2,6"— -1 (TYP) =4X4 =W=2.5X4 =4X4 =1.5X3 =4X5 =3X6 =2.5X4 =2.5X6 =2.5X4 =3X6 =4X5 =1. 3 I ain• AFA B C D E F G H I J K L AE AD AC AS AA Z Y X W V U T S R Q P O III 3 =4X6 =4X5 =3X4 =2.5X4 =2.5X4 =2.5X4 =2.5X4 =3X4 =4X5 =4X6 qr, W=H0310 1112X3 25'6-1/2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.482 G 626 604 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.664 G 455 360 AE 928 /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.066 P - - AG 928 /- /- /- P P EXP:NA Kzt:NA HORZ 0.091 P AE Brg Width=4.5 Min Req=1.5 Des Ld: 55.00 (TI)' Mean Height:NA ft Building Code: Creep Factor:2.0 Brg Width=1 uReq= 1.5 Be NCBCLL: 10.00 TCDL:NA psf Bearings AE&P area sr a rigid surface. Soffit: 2.00 BCDL:NAsf IRC 2015 Max TC CSI: 0.346 p TPI Std: 2014 Max BC CSI: 0548 Members not listed have forces less than 375# . Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.595 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -919 G-H 0 -4767 Wind Duration:NA WAVE HS VIEW Ver:19.02.02B.0122.16 B-C 0-2451 H-I 0 -4369 C-D 0-3632 1-J 0 -4369 Lumber D-E 0-4369 J-K 0 -3632 Top chord:4x2 SP 2400f-2.OE; E-F 0-4767 K-L 0 -2451 T2 4x2 SP SS Dense; F-G 0-4772 L-M 0 -919 Bot chord:4x2 SP 2400f-2.OE; Webs:42 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. AD-AC 1785 0 W-V 4772 0 AC-AB 3131 0 V-U 4643 0 Loading AB-AA 3131 0 U-T 4643 0 Bottom chord checked for 10.00 psf non-concurrent AA-Z 4093 0 T-S 4092 0 bottom chord live load applied per IRC-15 section Z-Y 4642 0 S-R 3131 0 301.5. Y-X 4642 0 R-Q 3131 0 Deflection X-W 4642 0 Q-P 1785 0 Max JT VERT DEFL:LL:0.48"DL:0.21".See detail Maximum Web Forces Per Ply(lbs) DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes AF-AE 0 -927 V-H 527 -228 +2x6 continuous strongback.See detail A-AF 0 -916 T-J 385 0 STRBRIrecommBR1014 for bracing and bridging �,`POF �N ER v o AD-B 10-1204 S-K 680 �0 recommendations. 1' Deflection estimate assumes composite action with �t B-AC 927 0 K-Q 0 -924 single layer of the appropriate span rated glue-nailed r vo AC-C 0 -923 Q-L 927 0 wood sheathing. rn q C-AA 681 0 L-13 0 -1204 Truss must be installed as shown with top chord up. z W AA-D 0 -641 P-M 1250 0 = D-Z 384 0 M-N 0 -916 E-W 527 -227 N-0 0 -919 Q• @7641'1 Qr FESSIONP� 10/08/2021. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bV TPI and SBCA fo'r safety practices hor to performing these functions. installers shall provide temporary bracingper BCSI.Unless noted otherwise,to ch rd shall have pro erly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, 1141111101111.1 as appiicab a. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the My CO AW truss in conformance with ANSI�I PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawin indicates acceptance of professional an sneering responsibilit�r solely or the design shown.The suitability and use of t�tis Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSIIT 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.or ;AWC:awc.org Earth City,Missouri 63045 SEAN:56906/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T23 FROM: Qty: 6 1485 Park View Lane DrwNo: 281.21.1516.12406 Truss Label: F1-6 / SLS 10/08/2021 4'8" 6'4" 92-1/2" 4'8" 1'8" 2'110-1/2" f3�— 3 2'6-3/4" 1'8-3/4"�{ F (TYP) =2.5X4 =2.5X4 =1.5X3 III 1.5X3 =2.5X4 III 1.5X3 =1.5X3 A B C D E T K J I H G 1112X3 =2.5X6 1111.5X3 =2.5X4 1112X3 9'2-1/2" Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.048 1 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.074 1 999 360 K 329 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - G 329 /- EXP:NA Kzt:NAHORZ TL 0.016 B - - K Brg Width=12.0 Min Req= 1.5 Des Ld: 55.00 ( ) Mean Height:NA ft Building Code: Creep Factor:2.0 G Brg Width=4.5 Min Req=1.5 NCBCLL: 10.00 TCDL:NA psf Bearings K&G are a rigid surface. Soffit: 2.00 BCDL:NAsf IRC 2015 Max TC CSI: 0.419 p TPI Std: 2014 Max BC CSI: 0409 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:N . A Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.288 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -533 C-D 0 -557 Wlnd Duration:NA WAVE VIEW Ver:19.02.028.0122.16 B-C 0 -533 D-E 0 -546 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord:4x2 SP#2; Chords Tens.Comp. Chords Tens. Comp. Bot chord:4x2 SP#2; Webs:4x2 SP#3; J-1 558 0 I-H 557 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section 301.5. A-J 586 0 H-E 604 0 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. �gEOF 5P v�N ER rQL r9 �- z W 61 641'1. FESSION�~ 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingsh! ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r saffety practices poor to performing these functions. installers shall provide temporary bracin per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicab-le. Apply plates to each face oT truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Bu!ldinlgComponents Group Inc.shall not,be responsible for any deviation from this drawing,any failure to build the n""wm roan truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawing or cover paga 514 Earth City Expressway listing this drawing indicates acceptance of professional en meering responsibilityy solely or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ine!tw.com•TPI:t inst.or o SBCA:sbcacom onents.com;ICC:iccsafe.o ;AWC:awc.org Earth City,Missouri 63045 SEAN:56908/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T28 FROM: Qty: 2 1485 Park mew Lane DrwNo: 281.21.1516.13227 Truss Label: F1-7 / SLS 10/08/2021 5'4" I 7' 9'10-1/2" J I 5'4" i 1.8" 2'10-1/2" 1/ --2'6-3/4"— + 22-1/4" (TYP) 1111.5X3 1114X5 =3X4 =2.5X4 1111.5X3 =2.5X6 AB C D E F G 3' T f � r L K J I H 1111.5X3 =3X6 1111.5X3 =2.5X4 1112X3 9'10-1/2" I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.073 J 999 480 Loc R+ /R- /Rh /Rw 1U _/RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.112 J 999 360 A 357 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): -0.014 K - - H 365 /- / A Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.021 K - A Brg Width=3.5 Min Req= 1.5 Mean Height:NA it Building Code: Creep Factor:2.0 H Brg Width=- Min Req=- NCBCLL: 10.00 g TCDL:NA psf Bearing A is a rigid surface. Soffit: 2.00IRC 2015 Max TC CSI: 0.576 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0496 Members not listed have forces less than 375# . Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.329 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) B_C 0 _p4 E-F 0 618 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:19.02.02B.0122.16 C-D 0 -616 F-G 0 -606 D-E 0 -634 Lumber Top chord:4x2 SP#2; Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:4x2 SP#2; Chords Tens.Comp. Chords Tens. Comp. Webs:42 SP#3; K-J 620 0 J-1 618 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(Ibs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. B-K 692 0 I-G 675 0 Additional Notes Truss must be installed as shown with top chord up. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. OF ER y r � � % z W LU e1 fi4T, CG2 FFS$I10/0912021 O�A� **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Saafety Information,by TPI and SBCA)fo'r safety practices nor to performing these functions. Installers shall pr vide temporary bracing per BCSI.Unless noted otherwise,top chord shall have grope y attached structure)sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,B7 or r to as applicable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. ffefer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be res onsible far any deviation from this drawing,any,failure to build the M"CDWAW truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engpneenng responsibilittyy solely for the design shown.The suitabili and use of is Suite 242 drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. For more information see these web sites:AI ine:al ineitw.com'TPI:t inst.or •SBCA:sbcacom onents.com•ICC: orq:AWC:awc.oqq Earth City,Missouri 63046 SEAN:56935/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T6 FROM: Qty: 8 1485 Park View Lane DrwNo: 281.21.1516.10589 Truss Label: F1-8 / SLS 10/08/2021 9'4-1/2" 10'4-1/2" 21' 9'4-1/2" it1' 107-1/2" �- 2'6-3/4" 3/4" (TYP) �^—27-1/2" =1.5X3 =2.5X6 =2.5X4 =2.5X4 =W=2.5X4=2.5X6 =15X3 \A B C D E F G H I J KL T Sin a L M U T S R Q P O N W 1112X3 =4X10 =2.5X4=2.5X4 =3X6 =4X10 W=3X5 1112X3 21' -- -� Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Ph NA Ce:NA VERT(LL): 0.358 F 690 495 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.493 F 501 360 U 762 /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.049 N - - W 762 1- /- /- EXP:NA Kzt:NA HORZ(TL): 0.067 N - U Brg Width=12.0 Min Req= 1.5 Des Ld: 55.00 Mean Height:NA ft W B Width=12.0 Min Req= 1.5 NCBCLL: 10.00 psf Building Code: Creep Factor:2.0 r9 TCDL:NA Bearings U&M are a rigid surface. Soffit: 2.00IRC 2015 Max TC CSI: 0.540 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.991 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.772 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0-1473 F-G 0 -3063 Wind Duration:NA WAVE iVIEW Ver:19.02.026.0122.16 B-C 0-1473 G-H 0 -3063 C-D 0-3026 H-I 0 -3063 Lumber D-E 0-3202 I-J 0 -1473 Top chord:42 SP#2; E-F 0-3207 J-K 0 -1473 Bot chord:4x2 SP#2; Webs:4x2 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X3 except as noted. T-S 2442 0 Q-P 3207 0 S-R 2442 0 P-0 3209 0 Loading R-Q 3054 0 O-N 2439 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Deflection V-U 0 -761 F-0 153 -413 Max JT VERT DEFL:LL:0.36"DL:0.15".See detail A-V 0 -750 O-1 689 0 DEFLCAMB1014 for camber recommendations. A-T 1622 0 I-N 0 -1066 T-C 0-1072 N-K 1622 0 Additional Notes C-R 648 0 K-L 0 -750 +2x6 continuous strongback.See detail D-Q 423 -123 L-M 0 -753 STRBRIBR1014 for bracing and bridging recommendations. EOF N Deflection estimate assumes composite action with �Q� ER f• single layer of the appropriate span rated glue-nailed GJ �� wood sheathing. Truss must be installed as shown with top chord up. r a UJI �SSIO�P�" 10/08/2021 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bV TPI an SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have roper) attached structural sheathing and bottom chord shall have a properly attached n id ceiling Locations shown for permanent lateral resplraint otYwebs shall have bracintg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the ,wmuoosw truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawl or cover pa a 514 Earth City Expressway listing this drawingu indicates acceptance of professional en leering responsibilitty�solely or the design shown.The suitability and use of tris Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/TP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or SBCA:sbcacom onents.com;ICC:iccsafe.or a AWC:awc.o Earth City,Missouri 63045 SEQN:56910/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T29 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.11164 Truss Label: 1`7-9 / SLS 10/08/2021 1'7-1/2" 1'11-1/2" 3'7" 1'7-1/2" 4" 1'7-1/2" �- 1'3-3/4" -{ (TYP) 1111.5X3 =2.5X6 1111.5X3 =2.5X6 A B C D T 1 1112X3 =2:X4 F 1112X3 =2.5X4 �—37" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.005 B 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.008 B 999 360 H 367 P /- /- /- P Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): -0.000 D - - E 377 /- HORZTL Des Ld: 55.00 ( ): EXP:NA Kzt:NA 0.001 D H Brg Width=- Min Req=- Mean Height:NA ft Building Code: Creep Factor:2.0 E Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf IRC 2015 Max TC CSI: 0502 Members not listed have forces less than 375# Loi BCDL:NA psf Loadad Duration:on: . 1.00 MWFRMaximum Top Chord Forces Per Ply(Ibs) S Parallel Dist;NA TPI Std: 2014 Max BC CSI: 0.149 Chords Tens.Comp. Spacing:16.0" C&C Dist a:NA It Rep Fac:Varies by Ld Case Max Web CSI: 0.219 Loc.from endwall:NA FT/RT:12(0)/10(0) B-C 0 -382 I:NA GCpI:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:19.02.026.0122.16 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord:4x2 SP#2; G-F 382 0 Bot chord:42 SP#2; Webs:4x2 SP#3; Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) A-G 459 0 F-D 459 0 TC:From 2 pif at 0.00 to 2 plf at 3.58 BC:From 7 pif at 0.00 to 7 pif at 3.58 TC: 357 Ib Conc.Load at 1.15,2.48 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. O BUILDING DESIGNER SHALL BE RESPONSIBLE � Ert I% FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO +� o RESIST THE FORCES SHOWN. z b •et041-, !G� FESSIO�A�" **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component S fety Information,bV TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracin er 6`81.Unless noted otherwise,top chord shall have rgperl attached structural sheathing and bottom chord shall have a propefly attacheSrigid ceiling Locations shown for permanent lateral res�ramt otYwebs shall have bracin installed per BCSI sections B3,B7 or B10, Is applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160 -Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wmrooew�xr truss in conformance with ANSI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawmg or cover pa gqe 514 Earth City Expressway listing this drawing indicates acceptance of professional en"Neering responsibili solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/T 1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.or Earth City,Missouri 63045 SEAN:37796 SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T14 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1536.50523 Truss Label: 1-2-1 DLD / SLS 10/08/2021 r 1,4„ 1.5A _X3 (TYP) =W=2.5X4 =15X3 T a-irz° v AK T 1112X3 AE 1112X3 =W=2.5X4 21' - Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in [cc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 B 999 495 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 360 T' 66 /- /- /27 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ(TL 0.001 B T Brg Width=252 Min Req=- Des Ld: 50.00 ) Mean Height:15.00 ft Building Code: Creep Factor:2.0 Bearing AK is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf Soffit: 2.00 gCDL:5.0 psf IRC 2015 Max TC CSI: 0.040 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.017 Spacing:16.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.015 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCp!:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:4x2 SP#2; Bot chord:4x2 SP#2; Webs:42 SP#3; Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C ,��OF y member design. ��P y`14 ER Y End verticals not exposed to wind pressure. `t O Additional Notes r m Z Snow loading based on an unobstructed roof. tL Complete drainage required. Truss must be installed as shown with top chord up. �SS10�P� 10/08/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an fabricating, safety practices poor to performing the&e functions. Installers shall provide tempora bracing per SCSI.Unless noted otherwise,top ch�rd shall have proper)%attached structural sheathing and bottom chord shall have a properyrly attached rigid ceil!np Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nnrtwm truss in conformance with ANSI 1, or for handling, shipping,,installation and bracin4 of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawin ,indicates acceptance p professional engineering responsibilityy solelyTor the design shown.The suitability and use of this Suite 242 drawing for any stgructure is the responsibility of the Building Designer per ANSIXI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or AWC:awc.org Earth City,Missouri 63045 SEAN:37797 SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91150400004 T38 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1536.55377 Truss Label: 1.2-2 DUD / SLS 10/08/2021 1112A3 �(TYP) 1112M3 Z N 1112X3 1112X3 15-9" _ Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.23.1 Ce:1.0 VERT(LL): 0.000 M 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 M 999 360 Z* 67 /- /- /27 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 M - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL 0.000 M Z Brg Width=188 Min Re Des Ld: 50.00 ( ) q—- Mean Height:15.00 ft NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor.2.0 Bearing Z is a rigid surface. Soffit: 2.00BCDL:5.0 IRC 2015 Max TC CSI: 0.036 Members not listed have forces less than 375# psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.017 Spacing:16.0" CSC Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.014 Loc.from endwali:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:42 SP#2; Bot chord:4x2 SP#2; Webs:42 SP#3; Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C ,��OF member design. �'�Q'y�N ER yQ End verticals not exposed to wind pressure. �c �- O Additional Notes Snow loading based on an unobstructed roof. W Complete drainage required. _ Truss must be installed as shown with top chord up. S1 10/08/2021 10/08/2021 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAW INGI -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,bV TPI an SBCA) r sa et practices pnor to performing these functions. Installers shall provide tempora bracingper BCSI.Unless noted otherwise,to chord shall Have property attached structural sheathing and bottom chord shall have a properryly attachi rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Efefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the ,,,,,,�„�,,,,,,,� truss in conformance with ANSIf�P1 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engeenng responsibilit�yy sole Tor the design shown.The suitablI and use of Phis Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sac.2. For more information see these web sites:Alpine:al ineitw.comm TPI:t inst.or m SBCA:sbcacom onents.com;ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEQN:56862/ SY42 Ply: 2 Job Number. 210022 Cust:R5040 JRef:1X9H50400004 T96 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.12261 Truss Label: 172-1 / SLS 10/08/2021 2 Complete Trusses Required 131-1/2" (3'4-1/2" 26'6" ar- 13'1-1/2" 13'1-1/2" 3 I f--2'6"--}^2'6-3/4" 2'6" (TYP) _ =_4X6 1113X4 =W=3X4 —1.X3 B C8 =5XD6 E FX4 1112.5 H 15X6 X =6X6 1. AL =66 = NO3 air 5KL M v W3 + 3 =M,r AK AJ Al AH AG AF AE ADAC AB AAZ Y X W V U T S R Q P 112.5X6=6X16 1112X5 =5X6 =7X6 1113X8 1113X6 1113X8 1114X6 1113X8 =7X8` =5X8 1112X5 1112X5 =6X6 =W=H0310 1113X8 =W=H0310 =6X6 26'6" �- 7'10-1/2" -{- 1019" -�- T10-1/2" ,{ Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.397 G 788 626 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.867 G 361 360 AK 3502 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 B - - P 2586 /- Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.097 B - - AK Brg Width=6.0 Min Req=1.5 Mean Height:NA ft Building Code: CreepFactor:2.0 P Brg Width=6.0 Min Req=1.5 NCBCLL: 10.00 TCDL:NA psf Bearings AK$P are a rigid surface. Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.490 9 9 p 666. TPI Std: 2014 Max BC CSI: 0Members not listed have forces less than Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.928 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0-1922 H-1 0-10387 Wind Duration:NA WAVE HS VIEW Ver.19.02.02B.0122.16 B-C 0-5151 I-J 0-10387 Lumber Additional Notes C-D 0-7557 J-K 0 -9126 D-E 0-9621 K-L 0 -6792 Top chord:4x2 SP 2400f-2.OE;T2, See DWG CNSY42PL0118 for connection details of 2 E-F 0-10569 L-M 0 -4278 T3 4x2 SP SS Dense; ply trusses. F-G 0.10569 M-N 0 -1503 Bot chord:4x2 SP 2400f-2.OE; +2x6 continuous strongback.See detail G-H 0-10734 Webs:4x2 SP#3;W3 4x2 SP#2; STRBRIBRIO14 for bracing and bridging recommendations. Special Loads Maximum Bot Chord Forces Per Ply(lbs) --(Lumber Dur.Fac.1.00/Plate Dur.Fac=1.00) Deflection estimate assumes composite action with Chords Tens.Comp. Chords Tens. Comp. ---(Lumber 270 plf at 0.12 to 270 ff at 20.62 single layer of the appropriate span rated glue-nailed p wood sheathing. AJ-AI 3760 0 Z-Y 10730 0 TC:From 67 pit at 20.62 to 67 plf at 26.37 AI-AH 6604 0 Y-X 10067 0 BC:From 7 plf at 0.00 to 7 pit at 26.50 Truss must be installed as shown with top chord up. AH-AG 6604 0 X-W 10067 0 Plating Notes AG-AF 8763 0 W-V 10067 0 All plates are 6X8 except as noted. AF-AE 8762 0 V-U 8134 0 AE-AD 10415 0 U-T 8135 0 Loading AD-AC 10415 0 T-S 5679 0 Bottom chord checked for 10.00 psf non-concurrent AC-AB 10415 0 S-R 5679 0 bottom chord live load applied per IRC-15 section AB-AA 10736 0 R-Q 2939 0 301.5. AA-Z 10734 0 Deflection Maximum Web Forces Per Ply(Ibs) Max JT VERT DEFL:LL:0.40"DL:0.48".See detail P�(E OF �/j, Webs Tens.Comp. Webs Tens. Comp. DEFLCAMB1014 for camber recommendations. ��ti v�N ER AL-AK 0-1740 Y-J 491 0 A-AL 0-1728 J-V 0 -1191 A-AJ 2493 0 V-K 1280 0 z AJ-B 0-2432 K-T 0 -1776 B-AI 1840 0 T-L 1444 0 AI-C 0-1884 L-R 0 -1816 61641- lG� C-AG 1235 0 R-M 1773 0 15919 3SI��P� D AE 1108 0 Q-N 1949 0 AE-E 0-1006 N-0 0 -1280 10/08/2021 H-Y 0 -545 O-P 0 -1282 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAW INGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Sggfety Information,by TPI an 'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporant bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall hay$a properly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or B10, as applicable. Apply pfates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildinh1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,,,,C( , truss in conformance with ANSI PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa ga 514 Earth City Expressway listing this drawingu indicates acceptance of professional enpineenng responsibilityy solely-for the design shown.The suitability and use of flus Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.o ;AWC:awc.org Earth City,Missouri 63045 SEQN:57042/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T46 FROM: Qty: 21 1485 Park View Lane DrwNo: 281.21.1516.12023 Truss Label: F2-2 / SLS 10/08/2021 1211-1/2" 147-1/" 266" 12'11-1/2" + 1'8" 1110-1/2" 2'6" 2'6-3/4"--I f- r4-3/4"-I 1/z I f--2'6" (TYP) 914-1/2" 8' 91-1/2" =3X5 =W=2.5X4 =1.5X3 =3X6 =3X4 =5X5 1112.5X4 1112X5 =5X8-3X5 =3X4 =3X6 =4X6 AHA K L M N O �2. + AGr9 AF AE AD AC AB AA Z Y X 1114X6 V U T S R Q P 112X3 =4X6 1111.5X3=3X4 =3X4 =3X8 1112X5 =_3X8 =3X4 =3X4 1111.5X3 =4X6 1112X3 W=H0310 266" 10'6" 5'6" 10'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.482 X 649 625 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.662 X 472 360 AG 961 /- /- BCOL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.066 Q - - P 974 /- A A P /- Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.090 Q AG Brg Width=6.0 Min Req= 1.5 Mean Height:NA It BuildingCode: Creep Factor:2.0 P Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.498 Bearing AG is a rigid surface. Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.489 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.617 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT;12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -954 H-1 0 -5692 Wind Duration:NA WAVE HS VIEW Ver.19.02.028.0122.16 B-C 0-2558 I-J 0 -5692 C-D 0-3792 J-K 0 -4668 Lumber D-E 0-4679 K-L 0 -4664 Top chord:4x2 SP SS Dense; E-F 0-4681 L-M 0 -3768 T1 4x2 SP 2400f-2.OE; F-G 0-5589 M-N 0 -2521 Bot chord:42 SP 2400f-2.OE; G-H 0-5703 N-0 0 -909 B2 4x2 SP SS Dense; Webs:4x2 SP#3; Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X5 except as noted. AF-AE 1852 0 X-W 5703 0 Loading AE-AD 3278 0 W-V 5104 0 AD-AC 3278 0 V-U 5111 0 Bottom chord checked for 10.00 psf non-concurrent AC-AB 4264 0 U-T 4249 0 bottom chord live load applied per IRC-15 section AB-AA 5128 0 T-S 3246 0 301.5. AA-Z 5121 0 S-R 3246 0 Deflection Z-Y 5706, 0 R-Q 1810 0 Max JT VERT DEFL:LL:0.48"DL:0.20".See detail Y-X 5706 0 DEFLCAMB1014 for camber recommendations. Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail r OF AH-AG 0 -960 Z-G 187 -462 STRBRIBR1014 for bracing and bridging .w\Q� ea Y recommendations. A-AH 0 -949 W-J 946 0 5 ��N A-AF 1296 0 J-U 0 -593 Deflection estimate assumes composite action with r AF-B 0-1250 U-L 578 0 single layer of the appropriate span rated glue-nailed r7 > B-AE 982 0 L-T 0 669 wood sheathing. z w AE-C 0 -979 T-M 710 0 Truss must be installed as shown with top chord up. = C-AC 699 0 M-R 0 -986 BUILDING DESIGNER SHALL BE RESPONSIBLE C? AC-D 0 -656 R-N 988 0 FOR ei s41 A �� D-AB 577 0 N-Q 0 -1253 THE DESIGN OF THE SUPPORTS AND THEFESS1��'P� AB-F 0 -596 Q-0 1267 0 TRUSS CONNECTIONS TO THE SUPPORTS TO F-Z 619 0 O-P 0 -957 RESIST THE FORCES SHOWN. 10/08/2021 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh!pping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an fabricating, r safety practices poor to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted o-therwise,top chord shall have roped attached structural sheathing and bottom chord shall have a properly attacheTHild ceiling Locations shown for(permanent lateral res�raint o�webs shall have bracinfq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,o truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawin or cover pa gge 514 Earth City Expressway listing this drawing'indicates acceptance of professional enccL�ineering responsibilityy solely-for the design shown.The suitability and use of 01is Suite 242 drawing for any structure is the responsibil!ty of the Building-Designer per ANSINI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or ;SBCA:sbcacom onents.com•ICC:iccsafe.or ;AWC:awc.org Earth City,Missouri 63045 SEAN:56962/ SY42 Ply: 2 Job Number: 210022 Cust:R5040 JR&AX9H50400004 T44 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.13323 Truss Label: F2-3 / SLS 10/08/2021 2 Complete Trusses Required 12'11-1/2" + 121 3 14 1_/2" 26'6" g,1 1211-1/2" 18- ' 1110-1/2" 1'4-1/2" 2'6" - 2-6-3/4- 2'4-3/4" 2'6"�P =3X4 =W=2.5X4 =1.5X3 =3X4 =3X5 =3X4 1111.5X3 =3X5 =4X5 =5X8 I yin• AFA B C D E F G H I J K L M AEF9 AD AC AB AA Z Y X WV U T S R Q P O N 1112X3 =4X4 =3X4 1111.5X3=3X4 1111.5X3 1111.5X3 1111.5X3 1111.5X3=4X5 =5X8 1112X4 W=H0310 26'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.380 G 822 625 Loc R+ /R- /Rh. /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.659 G 474 360 AE 1228 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 O - - N 3078 Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.087 O AE Brg Width=6.0 Min Req=1.5 Mean Height:NA ft Building N Br Width=- Min Req=- NCBCLL: 10.00 g Code: Creep Factor.2.0 9 TCDL:NA psf IRC 2015 Max TC CSI: 0.446 Bearing AE is a rigid surface. Soffit: 2.00 BCDL:NA psf Members not listed have forces less than 375# Load Durat!on:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.713 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA It Rep Fac:Varies by Ld Case Max Web CSI: 0.861 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0 -622 G-H 0 -4056 Wind Duration:NA WAVE HS VIEW Ver:19.02.02B.0122.16 B-C 0-1697 H-I 0 -4056 C-D 0-2613 I-J 0 -4194 Lumber Additional Notes D-E 0-3288 J-K 0 -4050 Top chord:4x2 SP 2400f-2.OE; See DWG CNSY42PLOI18 for connection details of 2 E-F 0-3808 K-L 0 -3242 T2 4x2 SP SS Dense; ply trusses. F-G 0-4054 L-M 0 -1294 Bot chord:4x2 SP 2400f-2.OE; +2x6 continuous strongback.See detail Webs:4x2 SP#3; STRBRIBR1014 for bracing and bridging recommendations. Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. (Lumber Dur.Fac.=1.00/Plate Dur.Fac.1.00) Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed AD-AC 1209 0 V-U 4054 0 TC:From 67 plf at 0.12 to r. pl.at 20.13 TC:From 439 plf at 20.13 to 439 plf at 26.50 wood sheathing. AC-AB 2199 0 U-T 4217 0 BC:From 7 plf at 0.00 to 7 pif at 26.50 Truss must be installed as shown with top chord up. AB-AA 2199 0 T-S 4217 0 AA-Z 2998 0 S-R 4175 0 Plating Notes Z-Y 3587 0 R-Q 3904 0 All plates are 2.5X4 except as noted. Y-X 3587 0 Q-P 3904 0 X-W 4047 0 P-0 2597 0 Loading W-V 4047 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Deflection AF-AE 0 -613 Z-E 0 -406 Max JT VERT DEFL:LL:0.38"DL:0.28".See detail A-AF 0 -607 'E-X 389 0 ER DEFLCAMB1014for camber recommendations. VAN y A-AD 845 0 X-F 0 -514 tit AD-B 0 -818 U-1 111 -447 BUILDING DESIGNER SHALL BE RESPONSIBLE r+ v B-AC 679 0 K-P 0 -899 FOR rn s AC-C 0 -682 P-L 898 0 THE DESIGN OF THE SUPPORTS AND THE z W C-AA 562 0 L-0 0 -1812 TRUSS CONNECTIONS TO THE SUPPORTS TO AA-D 0 -536 O-M 1808 0 RESIST THE FORCES SHOWN. D-Z 403 0 M-N 0 -1501 FESSIO�P� )0/08/2021 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI and SBCA r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch�rd shall have properr attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI secflons B3,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the *,,,,,,a truss in conformance with ANSI 1, or for handling, shipping,,installation and bracin4g of trusses. A seal on this drawing or cover pge 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibilityy solely-for the design shown.The suitability and use o is Suite 242 drawing for any s9lucture is the responsibility of the Building Designer per ANSIITP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.or ;AWC:awc.org Earth City,Missouri 63045 SEAN:56930/ SY42 Ply: 2 Job Number: 210022 Cust:R5040 JROAX9H50400004 T83 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1516.11826 Truss Label: F24 / SLS 10/08/2021 2 Complete Trusses Required 14'11-, 3/4" 12'11-1/2" 13' -3/�"6"al 266" 12'11-1/2" 6-/4" 11'6-1/4" P3!11 �^2'6" 2'�P' 2'4-3/4"� �"— � �X6' =3X4 =1.5pX3 =3X4 =2.5X6 1111.5X3 =W=2.5X4 =3X5 =3X4 =3X6 B C D E F G H I J K L M N AH + AGF9 AF AE AD AC AB AA Z Y X W "V U T S R Q P O 1112X3 =3X5 =3X4 1111.5X3 1111.5X3 1111.5X3 1111.5X3 =3X4 1111.5X3=3X4 =4X4 1112X3 =W=H0310 26'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.449 W 696 625 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.618 W 506 360 AG 1168 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 B - - O 1245 /- /- /- /- P Des Ld: 55.00 He Mean HeEXP: Kzt:NA HORZ(TL): 0.079 B AG Brg Width=6.0 Min Req=1.5 Height:NA ft BuildingO B Width=- Min Re NCBCLL: 10.00 TCDL:NA psf Code: Creep Factor:2.0 r9 Q= Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.337 Bearing AG is a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.530 Members not listed have forces less than 375#Spacing:16.0" C8C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.394 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:12(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCp!:NA Plate Type(s): A-B 0 -589 H-1 0 -3767 Wind Duration:NA WAVE,HSVIEW Ver:19.02.02B.0122.16 B-C 0-1602 I-J 0 -3767 Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE C-D 0-2451 J-K 0 -3290 D-E 0-3067 K-L 0 -2603 Top chord:4x2 SP#1; FOOE DESIGN OF THE SUPPORTS AND THE E-F 0-3513 L-M 0 -1678 Bot chord:4x2 SS; TRUSS CONNECTIONS TO THE SUPPORTS TO F-G 0-3680 M-N 0 -595 Webs:4x2 SP#3;3; RESIST THE FORCES SHOWN. G-H 0-3681 Special Loads ----(Lumber Dur.Fac.1.00/Plate Dur.Fac.1.00) Maximum Bot Chord Forces Per Ply(Ibs) TC:From 67 pIf at 0.12 to 67 pIf at 26.50 Chords Tens.Comp. Chords Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 26.50 AF-AE 1145 0 X-W 3680 0 TC: 478 Ib Conc.Load at 14.98 AE-AD 2072 0 W-V 3786 0 Plating Notes AD-AC •2072 0 V-U 3595 0 All plates are 2.5X4 except as noted. AC-AB 2805 0 U-T 3595 0 AB-AA 3336 0 T-S 2992 0 Loading AA-Z 3336 0 S-R 2186 0 Bottom chord checked for 10.00 psf non-concurrent Z-Y 3676 0 R-Q 2186 0 Y-X 3676 0 Q-P 1186 0 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(Ibs) Deflection Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL:LL:0.45"DL:0.17".See detail AH-AG 0 -581 T-K 415 0 DEFLCAMB1014for camber recommendations. OF A-AH 0 -577 K-S 0 -541 Additional Notes �j�P��N eR A-AF 801 0 S-L 566 0 See DWG CNSY42PL0118 for connection details of 2 p� AF-B 0 -774 L-Q 0 690 � % 9 B-AE 635 0 Q-M 685 0 ply trusses. z OC AE-C 0 -639 M-P 0 _8n +2x6 continuous strongback.See detail W C-AC 515 0 P-N 828 0 STRBRIBR1014 for bracing and bridging Z AC-D 0 -492 N-0 0 -614 recommendations. C? J-T 0 -414 Deflection estimate assumes composite action with st 641•i single layer of the appropriate span rated glue-nailed l /�SS(��Q• wood sheathing. 41YI Truss must be installed as shown with top chord up. 1010811)0*71 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an fabricating, fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper)v attached structural sheathing and bottom chord shall have a properly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or 610, as appiicab a. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the -, a truss in conformance with ANSI Q PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawmg or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional encLmeenng responsibility solelyTor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEQN:57017/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef.1X9H50400004 T27 FROM: Qty: 10 1485 Park View Lane DrwNo: 281.21.1516.10602 Truss Label: F2-5 / SLS 10/08/2021 12'10" 26'3" 29' 1710" 1'8" 14'6 11'9" 2'9" I f--2'6" 2'�P)�{ f-2'3-1/4" =4X4 =W=2.5X4 =4X8 =1.5X3 =4X5 =3X5 III 1.5X3=4X6 =4X6 =4X5 =4X6 =1.5X3 I A B C D E F G H I J K L M N 371—/2' A[ AH AG AF AE AD AC AB AA Z Y X W V U T S R MQ P 1112X3 =4X5 =4X51111.5X3=3X4 1111.5X3 1111.5X3 =3X41111.5X3 =3X51111.5X3=4X5 =4X6 =4X8 1112X3 W=H0310 26'6" 2'6"--{ 29' - Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph PP.NA Ce:NA VERT(LL): 0.395 F 793 626 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.692 F 452 360 AH 916 P /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.053 B - - Q 2443 Des Ld: 55.00 EXP:Mean Height: Kzt:NA HORZ(TL): 0.091 B - - AH Brg Width=6.0 Min Req= 1.5 eight:NA it Building Code: Creep Factor:2.0 Q Brg Width=6.0 Min Req= 1.5 NCBCLL: 10.00 TCDL:NA psi Bearings AH&Q are a rigid surface. Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.412 p TPI Std: 2014 Max BC CSI: 0.675 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.713 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) 1:NA GCpi:NA Plate Type(s): A-B 0 -896 H-I 0 -4512 Wind Duration:NA WAVE,HS VIEW Ver:19.02.02B.0122.16 B-C 0-2385 I-J 487 -3870 Lumber C-D 0-3519 J-K 958 -2965 D-E 0-4220 K-L 1570 -1604 Top chord:4x2 SP 2400f-2.OE; E-F 0-4538 L-M 2243 -400 Bot chord:4x2 SP 2400f-2.0E; F-G 0-4520 M-N 2635 0 Webs:4x2 SP#3; G-H 0-4512 Plating Notes AMaximum Bot Chord Forces Per Ply(Ibs) All plates are 2.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Loading AG-AF 1740 0 Y-X 4520 0 Bottom chord checked for 10.00 psf non-concurrent AF-AE 3043 0 X-W 4221 -290 bottom chord live load applied per IRC-15 section AE-AD 3043 0 W-V 4221 -290 301.5. AD-AC 3957 0 V-U 3511 -702 Additional Notes AC-AB 4477 0 U-T 2377 -1241 AB-AA 4477 0 T-S 2377 -1241 +2x6 continuous strongback.See detail AA-Z 4525 0 S-R 848 -1905 STRBRIBR1014 for bracing and bridging Z-Y 4525 0 R-Q 0 -2585 recommendations. Deflection estimate assumes composite action with Maximum Web Forces Per Ply(Ibs) single layer of the appropriate span rated glue-nailed wood sheathing. Webs Tens.Comp. Webs Tens. Comp. This truss spaced @ 16.0"cc supports additional OF N AI-AH 0 -909 I-V 0 -567 concentrated load at right end from 9.09'stud wall �P v�N ER y0 A-AI 0 -895 V-J 595 0 (10.00 PSF)supporting 29-6-0 roof spans with 1-0-0 �� f A-AG 1219 0 J-U 0 -856 overhang.Roof load:30.00 psf LL and 20.00 psf DL. l• o� AG-B 0-1174 U-K 900 0 Truss must be installed as shown with top chord up. " = cc W B-AF 898 0 K-S 0 -1155 The architect or engineer of record shall be AF-C 0 -894 S-L 1158 0 responsible = C-AD 648 0 L-R 0 -1371 for providing the design for the means by which the �� AD-D 2 -609 R-M 1377 0 cantilever portion of the truss is to be protected from e1641 AA-F 508 -287 M-Q 0 -1164 moisture and exposure to the exterior of the building. %SSIDNA� X-1 924 -48 Q-N 0 -2913 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bV TPI and SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chM shall have propg attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or B10, as applical5 e. Apply Tates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin1 Components Group Inc.shall not,be respponsible for any deviation from this drawing,any failure to build the ,�rn„m,,,e,,,,. truss in conformance with ANSI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en"Neenng responsibilityy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSIlrP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.o •AWC:awc.o Earth City,Missouri 63045 SEAN:57044/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JR&AX9H50400004 T54 FROM: Qty: 5 1485 Park View Lane DrwNo: 281.21.1516.12046 Truss Label: F2-6 / SLS 10/08/2021 17'0-3/4" _ 264" r 17'0-3/4" 9'3-1/4" f—2'6"—I—2'�P)--{ I--2'6"--I-1'6"—I I�2'6" I- 91-1/2" -{- 1017 67-1/2" =W=2.5X4 =1.5X3 =4X6 =4X4 =3X6=5X8 1113X4 =3X6 =4X10 =4X6 =1.5X3 AH,A B C D E F G H 1112.5X4 =4X8 =5X6 M N O I J K L P a �rz• 1112X3 G 4X6 AE 11115X3=4X4 a4X4 =31X8=5X5 Y 1113X W=6X12 1117X6=3X6 =4X6 SEAN:568221 SY42 Ply: 2 Job Number: 210022 Gust:R5040 JRef:1X91-150400004 T79 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.11557 Truss Label: F2-7 / SLS 10/08/2021 2 Complete Trusses Required 17'0-3/4" _i __ 264° 11'6-3/4' 93-1/4" 2'6"—{ f-2'1-112"-{—2'6-3/4"--{—2'6-31,V 1'6" 2'6-3/4"—+-2'6-3/4"--{ (TYP) �---4' 2'8-1/4" 197-3/4" =W=2.5X4 1117X6 =4X4 =4X5(") 1113X4 =5X5 =1.5X3 =6X16 =SS0719 1113X4 =4X4 =W=2.5X4 1113X4 =4X8 =5X5 =5X8 =5X5 =1.5X3 �A B C D E F G H I J K L M N O PQ airz• �I W3 W5 �m 1 AI AH AG AF AE AD AC AB AA— Z Y X W V U T S R =6X12 =6X15 1116X6 1113X4 1113X4 1112X5 1113X4 —W=H0310 =6X12 =5X5 1112X5 =5X5 =5X6 1112X4 1112.25X5 W=H0310 1113X4 1112.5X4 264" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.429 AS 725 623 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.605 AS 514 360 AI 3147 /- /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.054 B - - R 1446 Des Ld: 55.00 EXP: Kzt:NA H HORZ(TL): 0.076 B Al Brg Width=3.5 Min Req=1.5 Mean Height:NA ft Building Code: Creep Factor:2.0 R Brg Width=6.0 Min Req=1.5 NCBCLL: 10.00 9 p TCDL:NA psf IRC 2015 Max TC CSI: 0.598 Bearings Al&R are a rigid surface. Soffit: 2.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.531 Maximum Top Chord Forces Per Ply(Ibs) Spacing:6.0" C&C Dist a:NA it Rep Fac:Varies by Ld Case Max Web CSI: 0.696 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0-1855 I-J 0 -6202 Wind Duration:NA WAVE,18SS,HS VIEW Ver:19.02.028.0122.16 B-C 0-5511 J-K 0 -6202 C-D 0-5511 K-L 0 -5762 Lumber Additional Notes D-E 0-7674 L-M 0 -5465 Top chord:4x2 SP 2400f-2.0E;T3 4x2 SP#2; See DWG CNSY42PLO118 for connection details of 2 E-F 0-7593 M-N 0 -4009 Bot chord:4x2 SP 2400f-2.OE; ply trusses. F-G 0-7138 N-0 0 -2438 Webs:4x2 SP#3;W3,W5 4x2 SP#2; +2x6 continuous strongback.See detail G-H 0-6708 O-P 0 -850 Special Loads STRBRIBRIO14 for bracing and bridging H-I 0-6708 recommendations. --(Lumber Dur.Fac.1.00/Plate Dur.Fac.1.00) Deflection estimate assumes composite action with Maximum Bot Chord Forces Per Ply(Ibs) TC:From 25 plf at 0.12 to 25 plf at 26.21 single layer of the appropriate span rated glue-nailed Chords Tens.Comp. Chords Tens. Comp. BC:From 3 plf at 0.00 to 3 pif at 26.33 wood sheathing. TC:3232 Ib Conc.Load at 5.58 AH-AG 3646 0 Z-Y 6470 0 TC: 644 Ib Conc.Load at 16.94 Truss must be installed as shown with top chord up. AG-AF 7714 0 Y-X 5932 0 Plating Notes AF-AE 7774 0 X-W 5535 0 (")1 plate(s)require special positioning.Refer to AE-AD 7317 0 W-V 4730 0 scaled plate plot details for special positioning AD-AC 6953 0 V-U 3239 0 requirements. AC-AB 6953 0 U-T 3239 0 AB-AA 6470 0 T-S 1664 0 Loading AA-Z 6470 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) 301.5. �E0 Webs Tens.Comp. Webs Tens. Comp. Deflection � y�N ER fQ AJ-AI 0-1560 M-V 0 -954 Max JT VERT DEFL:LL:0.43"DL:0.18".See detail of A-AJ 0-1558 V-N 997 0 DEFLCAMB1014 for camber recommendations. r+ g A-AH 2405 0 N-T 0 -1040 a AH-B 0-2371 T-0 1023 0 W B-AG 2467 0 O-S 0 -1077 = AG-D 0-2738 S-P 1103 0 + C L-W 0 -459 P-Q 0 -716 Q e1s411 ��+ W-M 947 0 Q-R 0 -717 FFSS10d'P� 1.0/08/2021 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch rd shall have proper)%attached structural sheathing and bottom chord shall have a propefly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face o truss and pos(tion as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for Xndard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,nwcnwwuv truss in conformance with ANSI/TPI 1, or for handling shipping,,installation and bracin4g of trusses. A seal on this drawing or cover paTe 514 Earth City Expressway listing this drawin ,indicates acceptance of professior5al encNmeering responsibility solely-for the design shown.The suitability and use of Phis Suite 242 drawing for any structure is the responsibllity of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents. moiCC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEAN:56953/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JReF.1X9H50400004 T42 FROM: Qty: 4 1485 Park View Lane DrwNo: 281.21.1516.10925 Truss Label: F2-8 / SLS 10/08/2021 21' 1011-1/2" 127-1! " 19'3-3/4" 77-1/2" 1'8" 6'8-1/4„ i I-—2'6-3/4" (TYP) 2,6„--I--3--{ 1'11- " I- 1/ 2'6" =5X5 =W=2.5X4 =5X6 =1.5X3 =5X6=2.5X6 1112.5X4 1111.5X3 =4X6 =3X4 =4X8 =1.5X3 AC B C D E F G H I J K LM W2 AB AA Z Y X W V U T S R Q P O N 1112X4 =5X8 =5X6 =W=H0310 1111.5X3 1112.51X1 5X3 —3X5 1111.5X3 =3X4 =4X5 =6X12 1112X4 21' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ice Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.377 F 656 495 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.612 F 404 360 AS 1389 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.061 B - - N 1524 Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.098 B - AS Brg Width=6.0 Min Req= 1.5 Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Building Code: Creep Factor:2.0 N Brg Width=6.0 Min Req= 1.5 Soffit: 2.00gCDL:NA psf IRC 2015 Max TC CSI: 0.778 Bearings AS&N are a rigid surface. TPI Std: 2014 Max BC CSI: 0.990 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.917 Chords Tens.Comp. Chords Tens. Comp. Lac.from endwall:NA FT/RT:12(0)/10(0) I:NA GCp!:NA Plate Type(s): A-B 0-1416 G-H 0 -4534 Wind Duration:NA WAVE HS VIEW Ver:19.02.02B.0122.16 1 B-C 0-3611 H-1 0 -3678 Lumber C-D 0-4092 I-J 0 -3678 D-E 0-4582 J-K 0 -2613 Top chord:4x2 SP#1; E-F 0 -4666 K-L 0 -1741 Bot chord:4x2 SP SS; F-G 0-4546 Webs:4x2 SP#3;W26 4x2 SP#2; Special Loads Maximum Bot Chord Forces Per Ply(Ibs) ----(Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) Chords Tens.Comp. Chords Tens. Comp. TC:From 67 plf at 0.12 to 67 plf at 20.88 AA-Z 2755 0 U-T 4558 0 BC:From 7 plf at 0.00 to 7 plf at 21.00 Z-Y 3725 0 T-S 4546 0 TC: 695 Ib Cone.Load at 3.75,19.25 Y-X 4426 0 S-R 4101 0 Plating Notes X-W 4426 0 R-Q 4101 0 All plates are 2.5X4 except as noted. W V 4729 0 Q-P 3245 0 V-U 4729 0 P-0 1893 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(Ibs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. AC-AB 0-1387 S-H 850 0 Deflection A-AC 0-1376 H-Q 0 -575 A-AA 19250 Q-J 602 0 Max JT VERT DEFL:LL:0.38"DL:0.28".See detail OF AA-B 0-1861 J-P 0 -879 DEFLCAMB1014 for camber recommendations. Q��N ER y B-Z 1397 0 P-K 958 0 t Additional Notes Z-C 0-1102 K-O 0 -1480 r �p �� +2x6 continuous strongback.See detail C-Y 499 0 O-L 2274 0 h > Y-D 0 -465 L-M 0 -1503 STRBRIBR1014 for bracing and bridging a z recommendations. W U-F 520 -210 M-N 0 -1507 F-T 85 -413 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed �• et s4ri,�!`� wood sheathing. Truss must be installed as shown with top chord up. F�$Slot 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an fabricating, r safety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI.Unless noted otherwise,top ch9rd shall have proper)y attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Build!nggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmco~ truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawingu indicates acceptance of professional eng�meering responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. For, more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.o •AWC:awc.oM Earth City,Missouri 63045 SEQN:56654/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:iX91-150400004 Tab FROM: Qty: 15 1485 Park View Lane DrwNo: 281.21.1516.11560 Truss Label: F2-9 / SLS 10/08/2021 5'6" 7'7-1/2" 13' 169" 5'6" 21-1/2" 64-1/2" 2'9" }� 2'6-3/4"—�{ 2'7-1/2"--{ { (TYP) =3X6 1111.5X3 =2.5X4 =2.5X4 1111.5X3 =3X6 =2.5X6 A B C D E F G "v N M L K J I H 1112X3 =3X8 1111.5X3 1111.5X3 =3X8 -2.5X6 1112X3 13' 2'9" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.083 L 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.119 L 999 360 N 1175 P /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 B - - 1 839 /- EXP:NA Kzt:NA HORZ TL 0.022 B H 808 /-44 Des Ld: 5.00 5 ( ) NCBCLL: 10.00 Mean Height:NA ft Building Code: Creep Factor:2.0 N Brg Width=- Min Req=- TCDL:NA psf 1 Brg Width=6.0 Min Req=1.5 Soffit: 2.00 BCDL:NA sf IRC 2015 Max TC CSI: 0.527 P H Brg Width=- Min Req=- Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.487 Bearing I is a rigid surface. Spacing:16.0" C&C Dist a:NA It Rep Fac:Varies by Ld Case Max Web CSI: 0.449 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:12(0)/10(0) Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA IWAVE I VIEW Ver:19.02.02B.0122.16 Lumber A-B 0 -748 D-E 0 -548 B-C 0 -748 E-F 0 -548 Top chord:42 SP#2; C-D 0-1024 F-G 540 0 Bot chord:4x2 SP#2; Webs:4x2 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ---(Lumber Dur.Fac=1.00/Plate Dur.Fac.1.00) M-L 1024 0 K-J 1022 0 TC:From 67 plf at 0.00 to 67 plf at 15.75 L-K 1024 0 J-1 18 -482 BC:From 7 plf at 0.00 to 7 plf at 15.75 TC: 723 Ib Conc.Load at 0.23,15.52 Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A-N 0-1170 F-I 0 -595 bottom chord live load applied per IRC-15 section A-M 843 0 I-G 0 -586 301.5. D-J 0 -540 G-H 67 -733 Additional Notes J-F 942 0 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with OF N single layer of the appropriate span rated glue-nailed wood sheathing. ER �i Truss must be installed as shown with top chord up. BUILDING DESIGNER SHALL BE RESPONSIBLE z FOR LLJW THE DESIGN OF THE SUPPORTS AND THE _ TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. FESSIO�� 10/08/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA)9r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. ffefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI gP1 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en meenng responsibilitty�solely or the design shown.The suitability and use of this Suite 242 drawing for any sgucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For, more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or ;SBCA:sbcacom onents.com•ICC:iccsafe.o o AWC:awc.org Earth City,Missouri 63045 SEQN:57029/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 lRei1X91-150400004 T80 FROM: Qty: 4 1485 Park View Lane DrwNo: 281.21.1516.10598 Truss Label: F2-9A / SLS 10/08/2021 5'6" 77-1/2" 13' 15'9" 5'6" 21-1/2" 5'4-1/2" 2'9" {�—2'6-3/4" 27-1/2"—� { (n'P) =2.5X6 1111.5X3 =2.5X4 =2.5X4 1111.5X3 =3X6 =2.5X6 A B C D E F G "v + N M L K J I H 1112X3 =3X8 1111.5X3 1111.5X3 =3X8 -2.5X6 1112X3 13' 2'9" 15'9" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.076 L 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.118 L 999 360 N 452 /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 B - - 1 827 /- A /- /- A Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.022 B H 98 /-238 Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf g p Building Code: Creep Factor:2.0 N Brg Width=- Min Req=- Soffit: 2.00IRC 2015 Max TC CSI: 0.488 1 Brg Width=6.0 Min Req=1.5 BCDL:NA psf H Brg Width=- Min Req=- Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.484 Bearing I is a rigid surface. Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.448 Loc.from endwall:NA FT/RT:12(0)/10(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:19.02.02B.0122.16 A-B 0 -761 D-E 0 -564 Lumber B-C 0 -761 E-F 0 -564 Top chord:4x2 SP#2; C-D 0-1038 F-G 507 -8 Bot chord:4x2 SP#2; Webs:4x2 SP#3; Maximum Bot Chord Forces Per Ply(Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent M-L 1038 0 K-J 1036 0 bottom chord live load applied per IRC-15 section L-K 1038 0 J-1 42 -458 301.5. Additional Notes Maximum Web Forces Per Ply(lbs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging A-N 0 -446 J-F 942 0 recommendations. A-M 844 0 F-I 0 -592 Deflection estimate assumes composite action with D-J 0 -531 I-G 10 -564 single layer of the appropriate span rated glue-nailed wood sheathing. Negative reaction(s)of-238#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. Truss be installed as shown with top chord up. OF BUILDING tDESIGNER SHALL BE RESPONSIBLE GJ'�P�E N ER yO FOR THE DESIGN OF THE SUPPORTS AND THE r TRUSS CONNECTIONS TO THE SUPPORTS TO coo a 7 lL RESIST THE FORCES SHOWN. Z W Bt64�w,� S1 10/08/2021 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch rd shall have prope r)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ffefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not,be respponsible for any deviation from this drawing,any failure to build the ,,,,UWCO,,,H,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping,,mstalla'on and bracing of trusses. A seal on this drawing or cover pagge 514 Earth City Expressway listing this drawing indicates acceptance of professional en meering responsibilit�yy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/TP1 1 Sec.2. For, more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o ;AWC:awc.org Eat City,Missouri 63045 SEAN:56702/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JR&AX91-150400004 T91 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1516.10502 Truss Label: F2-10 / SLS 10/08/2021 57' 6'3-1 2" 11'8" 57" �8-1/ " 64-1/2" t" (TYP) =2.5X4 1113X5 =3X4 =2.5X4=2.5X4 =2.5X4 =2.5X6 AB C D E F G H P O N M L K J I 1111.5X3 =2.5X4 =2.5X4 1111.5X3 =2.5X4 =2.5X4 1112X3 III 1.5X3 11'8" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.042 E 999 480 Loc R+ !R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.057 E 999 360 A 422 /- Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): -0.009 H - - I 431 /- /- /- EXP:NA Kzt:NA Des Ld: 55.00 ( A Br Width=3.5 Min Req=1.5 Mean Height:NA ft HORZTL) 0.013 H 9 Building Code: CreepFactor:2.0 1 Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf Bearing A is a rigid surface. Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.522 9 9 TPI Std: 2014 Max BC CSI: 0345 Members not listed have forces less than 375# . Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Yes Max Web CSI: 0.258 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): B-C 0 -411 E-F 0 -961 Wind Duration:NAWAVE VIEW Ver:19.02.02B.0122.16 C-D 0 -395 F-G 0 -835 D-E 0 -871 Lumber Top chord:4x2 SP#2; Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:42 SP#2; Webs:4x2 SP#3; Chords Tens.Comp. Chords Tens. Comp. O-N 764 0 L-K 961 0 Loading N-M 961 0 K-J 695 0 Bottom chord checked for 10.00 psf non-concurrent M-L 961 0 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. See detail STRBRIBR1014 for bracing and bridging B-0 543 0 J-H 494 0 recommendations. O-D 0 -490 H-1 0 -417 Truss must be installed as shown with top chord up. G-J 0 -475 BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. OF N Ea y0 r— v y z t FSSIONP�" 10/08/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin sh�ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA fo'r sa ety practices poor to performing these functions. Installers shall provide tempora nryt bracingTer BCSI.Unless noted otherwise,top ch rd shall have proper)%attached structural sheathing and bottom chord shall have a propefly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply lates to each face,o truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for=dard plate positions.Refer to job s General Notes page for additional information. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI P1 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawingq indicates acceptance of professional en meenng responsibilittyy sole) -for the design shown.The suitability and use of this Suite 242 drawing for any sfIucture is the responsibility of the Building�]esigner per ANSIlrP1 1 S c.2. For, more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:56928/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T92 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.13613 Truss Label: F2-11 / SLS 10/08/2021 1'7-1/2" 1'11 1/2" 3'7" 1- 1'7-1/2" 14"I 17-1/2" �I f- 1'3-3/4"--i (TYP) F3 i F3 1111.5X3 =2.5X6 1111.5X3 =2.5X6 A B C D T l 1112X3 2.5X4 F 1112X3 =2.5X4 3,7„ Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.007 C 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.009 C 999 360 H 4781- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): -0.001 D - - E 398 /- /- /- A A Des Ld: 55.00 EXP: Kzt:NA HORZ(TL): 0.001 D - H Brg Width=- Min Req=- NCBCLL: 10.00 TCD HH L:NA psf eight:NA ft MeBuilding Code: Creep Factor:2.0 E Brg Width=- Min Req=- Soffit: 2.00IRC 2015 Max TC CSI: 0.697 Members not listed have forces less than 375# BCDL:NA psf Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.178 Spacing:16.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.255 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) A-B 0 -425 C-D 0 -425 I:NA GCpi:NA Plate Type(s): B-C 0 -446 Wind Duration:NA WAVE VIEW Ver:19.02.02B.0122.16 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord:4x2 SP#2; Chords Tens.Comp. Bot chord:4x2 SP#2; G-F 446 0 Webs:4x2 SP#3; Special Loads Maximum Web Forces Per Ply(Ibs) —(Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) Webs Tens.Comp. Webs Tens. Comp. TC:From 2 plf at 0.00 to 2 plf at 3.58 A-H 0 -474 F-D 536 0 BC:From 7 plf at 0.00 to 7 plf at 3.58 A-G 536 0 D-E 0 -386 TC: 422 Ib Conc.Load at 0.98,2.31 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. O BUILDING DESIGNER SHALL BE RESPONSIBLE ER Y FOR THE DESIGN OF THE SUPPORTS AND THE r+ TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. 2 °•s1 e��` S1 10/08/2021 10/08/2021. -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin sh!pping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r saffety practices prior to performing these functions. Installers shall provide temporary braciftg per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rig!d ceil!ng Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. ffefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ayma truss in conformance with ANSI Q PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa gqe 514 Earth City Expressway listing this drawing indicates acceptance of professional engpneenng responsibility sole -for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building esigner per ANSI/T 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:56514/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef.,1X9H50400004 T74 FROM: Qty: 1 1485 Park View Lane DrwNo: 28121.1 516.13436 Truss Label: F2-12 / SLS 10/08/2021 2'10-1/2" 3'10" 5'5-1/2" 2'10-1/2" + 11-1/2"' 1 2'6-3/4" 1'3-3/4" -{ =2.5X4 =1.5X3 1111.5X3 1111.5X3 =2.5X4 A B C D ZA 1 H G F E =2.5X4 =2.5X4 1112X3 III 3 5'5-1/2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.017 B 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.025 B 999 360 H 188 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 B - - E 514 e /- Des Ld: 55.00 EXP: Kzt:NA HORZ(TL): 0.008 B H Brg Width=3.5 Min Req= 1.5 Mean HHeight:NA ft Building Code: Cree Factor:2.0 E Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf p MaxBearing H is a rigid surface. Soffit: gCDL:NA psf Load Duration:ion: IRC 2015 TC CSI: 0.376 1.00 MWFRMembers not listed have forces less than 375#S Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.249 Forces Spacing:16.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.126 es Per Ply(Ibs) Webs TenMaximum Web eb Forc Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): D-E 0 -494 Wind Duration:NA WAVE I VIEW Ver:19.02.02B.0122.16 Lumber Top chord:4x2 SP#2; Bot chord:4x2 SP#2; Webs:4x2 SP#3; Special Loads ---(Lumber Dur.Fac.1.00/Plate Dur.Fac.1.00) TC:From 67 plf at 0.12 to 67 plf at 5.46 BC:From 7 pif at 0.00 to 7 plf at 5.46 TC: 310 Ib Conc.Load at 5.23 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. O BUILDING DESIGNER SHALL BE RESPONSIBLE ER y FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. a i UJI 2 • @16+11� �_� SSIO�P�" 10/08/2021 "WARNING"'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an 'SBCA fog safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch rd shall have properr attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63,87 or B10, as applicable. Apply pptat44s to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for st aldard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the MMCD MY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawm or cover papa 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibilittyv solely-for the design shown.The suitability,and use of 01is Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.eom;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.o •AWC:awc.ong Earth City,Missouri 63045 SEAN:56723/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T69 FROM: Qty: 3 1485 Park View Lane DrwNo: 281.21.1516.10515 Truss Label: F2-13 / SLS 10108/2021 3'1" 3'10" 65-1/2" 3'1" 9" 17-1/2" �3"� 1!2" "{p 2'6-3/4" 1'3-3/4" -{ 1113X53X4 1111.5X3 1111.5X3 =2.5X4 A B C D E F -3- T 11115X3 =2.5X4= X4 1112X3 5'5-1/2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.021 D 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.030 D 999 360 A 193 Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): -0.003 I - - G 515 /- /- /- /- /- Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.005 1 A Brg Width=3.5 Min Req= 1.5 Mean Height:NA ft BuildingCode: Creep Factor:2.0 G Brg Width=- Min Req=- Noffit: 1 .00 TCDL:NA psf p Bearin A is a rigid surface. Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.369 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.224 Maximum Web Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.127 Loc.from endwall:NA FT/RT:12(0)/10(0) Webs Tens.Comp. I:NA GCpi:NA Plate Type(s): F-G 0 -495 Wind Duration:NA WAVE VIEW Ver:19.02.0213.0122.16 Lumber Top chord:4x2 SP#2; Bot chord:4x2 SP#2; Webs:4x2 SP#3; Special Loads --(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) TC:From 67 plf at -0.33 to 67 plf at 5.13 BC:From 7 plf at 0.00 to 7 plf at 5.13 TC: 310 Ib Conc.Load at 4.90 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Additional Notes Truss must be installed as shown with top chord up. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO OF RESIST THE FORCES SHOWNE SUPPORTS TO SH ER 1,0 Z W •6184'1', Cf,�� SSIO�P�" 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin sh! p]ng,installing and bracing. Refer to and follow the latest edition of BCS](Building Component Safety Information,byv TPI an SBCA fo'r saffety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch�rd shall have prope r)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,137 or B10, as applicable. Apply lat s to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for s�an�ard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N n m,, , truss in conformance with ANSI 1, or for handling, shipping,,installation and bracincl of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibili.$t�solely-for the design shown.The suitabif and use of g is Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:56725/ SY42 Ply: 1 Job Number: 210022 Cust:R 5040 JRef:1X9H50400004 T93 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.10486 Truss Label: F2-14 / SLS 10/08/2021 210-1/2" 3'6-1/�" 57 r 210-1/2" I 8" 17-1/2" 3' F3'! 2'6" 1'3-3/4" =2.5X4 =2.5X4 1111.5X3 =2.5X6 A B C D T I H G F E =2.5X4 1111.5X3 =2.5X4 1112X3 1112X3 5'2" Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.018 B 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.027 B 999 360 1 325 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 B - - E 299 Des Ld: 55.00 EXP:NA Kzt:NA HORZ(TL): 0.007 B I Brg Width=3.5 Min Req= 1.5 Mean Height:NA ft Building Code: Creep Factor:2.0 E Brg Width=3.5 Min Req= 1.5 NCBCLL: 10.00 9 TCDL:NA psf Bearings 1&E are a rigid surface. Soffit: 2.00 BCDL:NA sf IRC 2015 Max TC CSI: 0.858 p TPI Std: 2014 Max BC CSI: 0414 Members not listed have forces less than 375# . Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA It Rep Fac:Varies by Ld Case Max Web CSI: 0.255 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): B-C 0 -436 C-D 0 -425 Wind Duration:NA WAVE VIEW Ver:19.02.028.0122.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord:42 SP#2; Chords Tens.Comp. Chords Tens. Comp. Bot chord:4x2 SP#2; H-G 446 0 G-F 436 0 Webs:4x2 SP#3; Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) Webs Tens.Comp. TC:From 2 plf at 0.00 to 2 pif at 5.17 F-D 535 0 BC:From 7 pif at 0.00 to 7 plf at 5.17 TC: 193 Ib Conc.Load at 1.15,2.48,3.81 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. OF N ER y r- 4 • 6164'i-1 FFSSIO�P� 10/08/2021. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an SBCA fo'r safety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o�herwise,to chx�rd shall have roper) attached structural sheathing and bottom chord shall have a propefly attachd rigid ceiling Locations shown for permanent lateral res�raint olYwebs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply l rtes to each face oT truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be resRonsible for any deviation from this drawing,any failure to build the n�wooswwr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation,and bracingg of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enccLLmeenng responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure!s the responsibility of the Building-ues'igner per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.o Earth City,Missouri 63045 SEQN:56596! SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T39 FROM: Qty: 4 1485 Park View Lane DrwNo: 281.21.1516.13525 Truss Label: F2-15 / SLS 10/08/2021 1'7-1/2" 2'1" 3'8-1/2" 1'7-1/2" 5-1/ " 1'7-1/2" 1'3-3/4" ^{ (TYP) F3"� F3 III 1.5X3 =2.5X4 1111.5X3 =2.5X4 A B C D T 1 H G F E =2.5X4=2.5X4 1112X3 III2X3 �—3'8-1/2" Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 480 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.004 B 999 360 H 204 /- /- !- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): -0.001 D - - E 204 /- /- /- A / Des Ld: 55.00 EXP:NA Kzt NA HORZ(TL): 0.001 D - - H Brg Width=4.0 Min Req=1.5 Mean Height:NA it Building Code: Creep Factor:2.0 E Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf 9 p Bearing H is a rigid surface. Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.109 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.057 Spacing:24.0" C&C Dist a:NA It Rep Fac:No Max Web CSI: 0.077 Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCp!:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:19.02.02B.0122.16 Lumber Top chord:4x2 SP#2; Bot chord:4x2 SP#2; Webs:4x2 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. OF %t4 ER y h a� Z LlJ 61641 FESSIO�P� 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ang SBCA r sa ety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise top cNrd shall have proper)y attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positrons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the MIMCD maxv truss in conformance with ANSI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en veering responsibility solely or the design shown.The suitability and use of Phis Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSINI 1 Sec.2. For, more information see these web sites:Alpine:al ine!tw.com;TPI:t inst.or •SBCA:sboacom onents.com:ICC:!ccsafe.o *AWC:awc.o Earth City,Missouri 63045 SEAN:56616/ SY42 Ply: 1 Job Number: 210022 Cust:R 5040 JRef:1X9H50400004 T35 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.13000 Truss Label: F2-16 / SLS 10/08/2021 1'7-1/2" 2'1" 3'8-1/2" 1'7-112" 5-1! " 1'7-1/2" 1'3-3/4"�{ (TYP) F3i F3� III 1.5X3 =2.5X6 1111.5X3 =2.5X6 A B C D T Z! H G F E =2.5X4=2.5X4 1112X3 III 3 r 3'8-1/2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) ( TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L!# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.007 C 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.010 C 999 360 H 436 P /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): -0.001 D - - E 448 /- P EXP:NA Kzt:NA TL HORZ 0.002 D - - H Brg Width=4.0 Min Req= 1.5 Des Ld: 55.00 ( ) Mean Height:NA ft Building Code: Creep Factor:2.0 E Brg Width=- Min Req=- NCBCLL: 10.00 9 p TCDL:NA psf Bearing H is a rigid surface. Soffit: 2.00IRC 2015 Max TC CSI: 0.266 BCDL:NA psf TPI Std: 2014 Max BC CSI: 0154 Members not listed have forces less than 375# . Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA It Rep Fac:Varies by Ld Case Max Web CSI: 0.244 Chords Tens.Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): B-C 0 -382 Wind Duration:NA WAVE VIEW Ver:19.02.02B.0122.16 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord:4x2 SP#2; Chords Tens.Comp. Bot chord:4x2 SP#2; G-F 382 0 Webs:4x2 SP#3; Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) TC:From 100 plf at 0.00 to 100 pIf at 3.71 A-H 0 -432 F-D 510 0 BC:From 10 pIf at 0.00 to 10 plf at 3.71 A-G 512 0 D-E 0 -420 TC: 476 Ib Conc.Load at 1.90 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. OF BUILDING DESIGNER SHALL BE RESPONSIBLE �� N y FOR Q' ER O THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO r v RESIST THE FORCES SHOWN. y z W Z 61641, !a �ESStO�A� "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a propeily attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o�truss and posjtion as shown above and on the JoinTDetails, unless noted otherwise. V�efer to ALPINE drawings 160A-Z for standard plate positions.Refer to job s General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the ,wmxraa�wr truss in conformance with ANSI/�PI 1, or for handling, shipping,,installation and bracin4g of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional encLmeenng responsibilit�r solelytor the design shown.The suitabil' and use of this Suite 242 drawing for any s9ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:AI ine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or AWC:awc.or Earth City,Missouri 63045 SEAN:37823 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T67 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1530.48763 Truss Label: T1G DLD / SLS 10/08/2021 13'3' 266' 13'3' 13'3' -- F^33I— m4X4 12 6 d ZC �13X (� III3XSX5(E�) -5X5 X5%5 E3)3) 266' 1 266' 266• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.007 C '999 240 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.014 C 999 180 P* 142 /- /- /51 /17 112 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 O - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ(TL 0.013 O - - P Br Width=317 Min Req=- Des Ld: 50.00 )� 9 Mean Height:15.08 ft BuildingCode: Creep Factor.2.0 Bearing B is a rigid surface. NCBCLL: 1000 TCDL:5.0 psf p Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.168 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.081 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.152 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Lt Slider:2x6 SP#2;block length= 1.667' Rt Slider.2x6 SP#2;block length= 1.667' Plating Notes All plates are 1.5X3 except as noted. _ Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C OF N member design. �'�Q'��N Eff f0, Additional Notes r o� See DWGS A14030ENC101014&GBLLETIN0118 for C2 z gable wind bracing and other requirements. ttl Fasten rated sheathing to one face of this truss. Applies only at the Gable ends. ESSI 1010842091 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top ch rd shall have properr attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Join£Details, unless noted otherwise. refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �w6wmerµr truss in conformance with ANSI/TPI 1, or for handling, shipping,•installation•and bracing of trusses. A seal on this drawip or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional an Ineenng responslbili%�rsolely'for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/T 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or AW C:awc.o Earth City,Missouri 63045 SEAN:37811 COMN Ply: 1 Job Number: 210022 Cust:R5040 JRef.1X9H50400004 T52 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1527.22260 Truss Label: T1 OLD / SLS 10/08/2021 6Yi-718' 13'3' 19'6-1/6' 26'6" 6'1t•7!e' 6'3-t/e' 6'3-iB' 6711-7/6' IO4E 12 Z5. 02.5%4 617 b (a) (a) 03X4Q3X4 C G B H �I L K J M m� 1EE1J 1111.6X3 -5X6 1111.5X3 EI%(ER3) 5 3 26'6' 7 t' G45/B' 6'4-716' 6'4-78' 6'4SB' 1' I-� ff 6Y91/B' 13'3' + 19'7-716' sit 6. '6' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:li PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.077 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.133 K 999 180 B 1467 /- /- /708 /193 /280 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.040 H - - M 1467 /- /- /708 /193 /- EXP:C Kzt:NA HORZ TL 0.069 H - - Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:15.08 ft ( ) B B Width=6.0 Min Re -1.7 NCBCLL: 10.00 Building Code: Creep Factor:2.0 r9 q TCDL:5.0 psf IRC 2015 Max TC CSI: 0.778 M Brg Width=6.0 Min Req= 1.7 Soffit: 2.00 BCDL:5.0 psf Bearings B&M are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.485 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.478 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 418-1925 E-F 403 -1337 C-D 415-1811 F-G 414 -1811 Lumber D-E 403-1337 G-H 418 -1925 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Lt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Rt Slider:2x6 SP#2;block length= 1.667' B-L 1386 -217 K-J 1383 -218 Bracing L-K 1383 -217 J-H 1386 -218 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading D-K 235 -513 K-F 234 -513 Bottom chord checked for 10.00 psf non-concurrent E-K 785 -275 bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. OF ER ti h y � Z 1J.1 Z •81a{1'� �+ SS(1010847071 ONP�" V **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmvmbwun truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en1r,eer(ng responsibilittyy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSIlrP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or :SBCA:sbcacom onents.com;ICC:iccsafe.or a AWC:awc.or Earth City,Missouri 63045 SEAN:37822 COMN Ply: 1 Job Number: 210022 Cust:R5040 JRef:iX9H50400004 T68 FROM: Qty: 3 1485 Park View Lane DrwNo: 281.21.1530.30053 Truss Label: T1A DLD / SLS 10/08/2021 6'11-718' 13'3' 19'&7/B' 266' r e11are• 'I• s'a-1!a• f s'3-1re• 'F E,6,_71W ®4E 12 02.p 4 ®2.5X4 8 a d (a) 0) 03C %3 B H �I 113SX10f i31) 01:%3 cSX6 MIS" .N3�Xr(B013) 5X5 9 266' 9 1' 6'4511' 6'63473 1-718 4618' '1' 26 i2• 2 &12' 2'6' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:H PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.075 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.130 J 999 180 B 1469 /- /- /708 /193 /267 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.038 G - - L 1377 /- /- /649 /176 /- Des Ld: 50.00 EXP:C Kzt:NA HORZ(TL): 0.065 H - - Wind reactions based on MWFRS Mean Height:15.08 ft BuildingCode: Creep Factor:2.0 B Brg Width=6.0 Min Req= 1.7 NCBCLL: 10.00 TCDL:5.0 psf p L Br Width=6.0 Min Re 1.6 Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.779 9 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.488 Bearings B&L are a rigid surface.Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.354 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(Ibs) Gend all: Plate :20(0)1 Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 308-1927 E-F 321 -1340 Lumber C-D 312-1814 F-G 318 -1818 D-E 318-1340 G-H 314 -1946 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Lt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Rt Slider.2x6 SP#2;block length= 1.667' B-K 1389 -167 J-1 1392 -168 Bracing K-J 1386 -167 I-H 1395 -168 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading D-J 178 -513 J-F 179 -521 Bottom chord checked for 10.00 psf non-concurrent E-J 790 -204 bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. OF N c�P ytN ERCOD yt7 Z UJ 2 • e�e41� �� mss+o�P`' 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an 'SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted oytherwise,to ch shall have properly attached structural sheathing and bottom chord shall have a properly attachd d9ld ceiling Locations shown for permanent lateral restrait of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. ffefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be res onsible for any deviation from this drawing,any failure to build the -„ a truss in conformance with ANSI/TPI 1, or for handling, shipping,,installaE.on and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawingu indicates acceptance of professional an lneenng responsibilityy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�eslgner per ANSI/TPI 1 Sec.2. For, more information see these web sites:Alpine:al ine!tw.com;TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.or •AWC:awc.orq Earth City,Missouri 63045 SEAN:37824 MONO Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T77 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1530.56750 Truss Label: T2 DLD / SLS 10/08/2021 Jnare• e'ta>'re• rattan e• tsstvta Td " r snare• F aatrz• �z¢tvtE� s1>�re• + AN- 15rr nax4 .sxe uvw /25X4 F 6 2 � a ZoW64 ; r°) qq,,'' M L K J m6fiXX�J) 023X4 ®3Xd 03%4 O4 2M1W F t,� T11318• IN" ti11I1B• 4'1-v18• ��11 B2]IB• 14' 1Pi11/1 RPT ��{{11 St? 2✓1? 0.1re• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.054 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.094 M 999 180 B 1169 /- /- /640 175 /349 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.024 C - - 1 1086 /- /- /571 /262 /- EXP:C Kzt:NA HORZ TL 0.034 D Wind reactions based on MWFRS Des Ld: 50. 00 Mean Height:16.16 it ( ) NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=6.0 Min Req= 1.5 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.489 1 Brg Width=3.0 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bearings B&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.652 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.741 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 80-1456 E-F 117 -1000 C-D 74-1352 F-G 62 -536 Lumber D-E 103-1157 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Lt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Rt Bearing Leg:2x4 SP#3; B-M 1030 -334 L-K 723 -221 Bracing M-L 723 -221 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading M-F 448 -109 G-J 285 -965 Bottom chord checked for 10.00 psf non-concurrent F-K 215 -681 I-J 935 -267 bottom chord live load applied per IRC-15 section G-K 692 -151 H-1 1219 -1241 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace .��OF Y all flat TC @ 24"oc. �'�Q N ER BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE �' z TRUSS CONNECTIONS TO THE SUPPORTS TO W RESIST THE FORCES SHOWN. _ • 97e17 1 ��C? FFSSIONP� )0/08/2021 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anr3'SBCA1 for safMt�practices pnor to performing these functions. Installers shall provide temporaN bracing per BCSI.Unless noted otherwise,top chord shall ttave roper)%attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be respons!ble for any deviation from this drawing,any failure to build the n� wrnMvaw truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation,and bracingg of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawing indicates acceptance of professional encL)neenng responsibill�ityy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSISl 1 Sec.2. For more information see these web sites:Alpine:al ine!tw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:37825 MONO Ply: 1 Job Number. 210022 Cust:R5040 JRef:1X9H50400004 T60 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1531.00830 Truss Label: T2A DLD / SLS 10/08/2021 ST3I0' 8'161!8' 1P11-1311fi' 16511/18' _ ZP!' 2JI10.12' 8'l.18• F 811�2a� 5S]IB' � i<YN1G �-�? e5Xe ®_ F O /2E8 G 12 �>K b b D A X1.510 C AZ T T 1 1 �� L K J N:=%)8KSl8a1gE318X4 ) ®233X9 �31N , 2910-10 79318• 5R1I8' 25.11n8' 9YSn8' 8R-218• a lssnn zsr pill �t7 SIR Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦Maximum Reactions(ibs) TOLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.053 L 999 240 Loc R+ /R- /Rh /Rw 1U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.091 L 999 180 A 1078 /- /- /581 160 /334 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.025 B - - H 1088 /- /- /573 /268 Des Ld: 50.00 (T )� /- EXP:C Kzt:NA HORZ L 0.036 C - Wind reactions based on MWFRS Mean Height:16.49 ft Building Code: Creep Factor:2.0 A Brg Width=6.0 Min Req=1.5 NCBCLL: 10.00 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.484 H Brg Width=3.0 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf Bearings A&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.655 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.743 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 A-B 57-1474 D-E 123 -1007 Lumber B-C 80-1359 E-F 63 -537 C-D 110-1164 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Lt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Rt Bearing Leg:2x4 SP 93; A-L 1040 -337 K-J 725 -221 Bracing L-K 725 -221 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading L-E 457 -117 F-I 285 -968 Bottom chord checked for 10.00 psf non-concurrent E-J 216 -684 H-1 937 -267 bottom chord live load applied per IRC-15 section F-J 694 -152 G-H 1221 -1242 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace OF all flat TC @ 24"oc. 5'�P��ss ER BUILDING DESIGNER SHALL BE RESPONSIBLE (� FORo THE DESIGN OF THE SUPPORTS AND THE r co s TRUSS CONNECTIONS TO THE SUPPORTS TO z UJ RESIST THE FORCES SHOWN. •s1 g4T� �`yC? FESSIONP� "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA)) r safety practices hor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top cNrd shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63,B7 or 610, as applicable. Apply plates to ach face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard p)ate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a,, m,, truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover pa ga 514 Earth City Expressway listing this drawingp indicates acceptance of professional engineering responsibilitt�y solely-for the design shown.The suitabil' and use of this Suite 242 drawing for any sfructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:568241 SPEC Ply: 2 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T43 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.13014 Truss Label: GT2 / SLS 10/08/2021 2 Complete Trusses Required ) 57-]N6• BY 629' 11' 168 21111d' 2541Y16' ,2F4' svanc 33Y6' zi-t r ss + asfre• i1e' ous ®axe m15N3 12x3 o N /25%4 12 /E F B (a) 15X3 m B �qq O N N B2 L Fk 2®5x5(B) -2.5x4 4a25YA m1J(e m2Sx6 264' i 1'i i41? 11s 1' <&1l8• 5413116' 89' 15T 16 21'iflB• 264' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 125 mph Pf:23.1 Ce:1.0 VERT(LL): 0.062 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.106 F 999 180 B 1903 /- /- /- /249 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.024 C - - K 3013 /- /- /- /407 /- EXP:C Kzt:NA HORZ TL 0.041 C Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:16.17 ft ( ) NCBCLL:0.00Building Code: Creep Factor:2.0 B Brg Width=6.0 Min Req= 1.5 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.516 K Brg Width=3.5 Min Req=1.8 Soffit: 2.00 BCDL:5.0 psf Bearings B&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.579 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Varies by Ld Case Max Web CSI: 0.782 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 IWAVE I VIEW Ver:19.02.028.0122.16 B-C 191 -1299 F-G 126 -902 Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE C-D 172-1253 G-H 85 -621 D-E 146-1153 H-I 85 -621 Top chord:2x4 SP#2; FOR E-F 125-1075 Bot chord:2x4 SP#2;B2 2x6 SP#2; THE DESIGN OF THE SUPPORTS AND THE Webs:2x4 SP#3; TRUSS CONNECTIONS TO THE SUPPORTS TO Lt Slider:2x6 SP#2;block length= 1.667' RESIST THE FORCES SHOWN. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-0 974 -129 N-M 869 -114 (a)Continuous lateral restraint equally spaced on O-N 869 -115 M-L 692 -90 member. Nailnote Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.131"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. G-M 425 -16 I-K 216 -1503 Bot Chord:1 Row @12.00"o.c. L-I 1511 -205 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.1.15/Plate Dur.Fac.1.15) TC:From 84 plf at -1.00 to 84 pif at 26.33 BC:From 5 pif at -1.00 to 5 pif at 0.00 OF BC:From 20 pif at 0.00 to 20 pif at 26.33 BC:2088 Ib Conc.Load at 20.75 ER t Wind r Q Wind loads and reactions based on MWFRS. i W Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC @ 24"oc. 11 �SSIONP� 4 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing., Refer to and follow the latest edition of BCSI(Building Component Safety Information,bv TPI an SBCA fo'r safety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch rd shall have proper\\attached structural sheathing and bottom chord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above apd on the Joint Details, unless noted otherwise, f�efer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin1 Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the wm2m6rxNv truss in conformance with ANSI 1, or for handling, shipping,,installation and bracin4g of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional eng�neenng responsibilitty�solely or the design shown.The suitability and use of Phis Suite 242 drawing for any sgructure is the responsibility of the Building Designer per ANSI/T 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.or AW C:awc.org Earth City,Missouri 63045 SEAN:37845 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T53 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1532.50027 Page 1 of 2 Truss Label: T3G DLD / SLS 10/08/2021 ter 1BB3N• 2ze• 2e • 11:11 1�sl r ter � az3a•� z11-9H•� 9a19nr2 r �-zalrr-F��-�I qua amta� mSLxg H e$p%1 i2%3 5 (o) (a) I3)x0 l") 01.4%9 12 N t" C B I ' d E vq](q 2- 1' 1e23N• T' 9'13!<• T11-1Hr trl3b• 1BedM• 2211-12 2S1B&1 Hr Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSP) DefI/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:It PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.055 Q 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu; - Cs:1.00 VERT(CL): 0.113 Q 999 180 B' 239 P /- /- /35 P BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.038 S - - T 1725 A A A /283 /- Des Ld: 50.00 EXP:C ICzt:NA HORZ(TL): 0.078 S - Z /-298 Mean Height:0.00 ft BuildingC Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:5.0 psf ode: Creep Factor:2.0 Soffit: 2.00 BCDL:2.0 psi IRC 2015 Max TC CSI: 0.545 B Brg Width=202 Min Req=-Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.710 T Brg Width=3.5 Min Req=2.0Bearings B&U are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.926 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(Ibs) GCpl:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 P-R 68 -394 Lumber Loading Top chord:2x4 SP#2; Truss designed to support 1-0-0 top chord outlookers Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x4 SP#2;B2 2x6 SP#2; and cladding load not to exceed 5.00 PSF one face Chords Tens.Comp. Webs:2x4 SP#3; and 24.0"span opposite face.Top chord must not be Lt Slider:2x6 SP#2;block length= 1.667' cut or notched,unless specified otherwise. X-W 390 -67 Bracing Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on 301.5. member. Webs Tens.Comp. Webs Tens. Comp. Wind L-Y 272-1675 X-P 133 -725 Special Loads Wind loads and reactions based on MWFRS. L-X 1348 -214 W-R 1648 -286 -----(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) Right end vertical not exposed to wind pressure. N-X 88 -503 R-U 226 -1356 TC:From 84 plf at -1.00 to 84 pif at 21.12 TC:From 42 pif at 21.12 to 42 plf at 25.70 The building engineer and/or architect of record shall BUILDING DESIGNER SHALL BE RESPONSIBLE TC:From 84 plf at 25.70 to 84 pif at 26.33 determine how and where the flat top chord 2x4 laterals FOR BC:From 5 pif at -1.00 to 5 plf at 0.00 will be stabilized with additional diagonal bracing or with THE DESIGN OF THE SUPPORTS AND THE BC:From 20 pif at 0.00 to 20 pif at 22.40 APA rated sheathing secured at determined intervals to TRUSS CONNECTIONS TO THE SUPPORTS TO BC:From 10 plf at 22.40 to 10 pif at 26.33 the flat top chord. RESIST THE FORCES SHOWN. BC:1192 Ib Conc.Load at 22.40 BC; 427 Ib Conc.Load at 24.40 Plating Notes CSF� ry All plates are 1.5X3 except as noted. ��P y`N ER 1' (**)1 plate(s)require special positioning.Refer to o ¢ scaled plate plot details for special positioning r- requirements. co s. z � W Purlins In lieu of rigid ceiling use purlins to brace BC @ 24"oc. Fasten rated sheathing to one face of the 24"o.c. st or less vertical webs in this truss. 10/08/2021 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh' ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and'SBCA r sa ety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top ch6rd shall have roperPy attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join�Details, unless noted otherwise. Rder to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u,(, a , truss in conformance with ANSI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional enprneenng responsibility solelyTor the design shown.The suitabil' and use of 1�ris Suite 242 drawing for any sgructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.orp Earth City,Missouri 63045 SEQN:37845 GABL Ply: 1 Job Number:210022 Cust:R5040 JR&AX91-150400004 T53 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1532.50027 Page 2 of 2 Truss Label: T3G OLD / SLS 10/08/2021 Additional Notes See DWGS A14030ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. Refer to DWG PB160101014 for piggyback details. t ER v�'o z w 61641-, -SS10�P� ioi0si202f **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Saafety.Information,by TPI and SBCA for sa ety practices nor to performing these functions. Installers shall provide temporaryry bracing per BCSI.Unless noted otherwise,top ch rd shall have property attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face o1 truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be res onsible for any deviation from this drawing,any failure to build the AN Mw AW truss in conformance with ANSI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawin indicates acceptanc, of professional enc�meenng responsibilit�solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsi ility of the Building-Designer per ANSI/TPI 1 Sec.2. For, more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.or ;AWC:awc.org Earth City,Missouri 63045 SEAN:37827 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T36 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1533.42417 Truss Label: T4G OLD / SLS 10/08/2021 10'6• 1690• 26'6• ' 1D'6• 52• + 10.6• mPI H J 72 L 12 N 12 h I112%0 M2X4 U25X6 C 9126%6 B �I 5 a ------------------------------------------------------------------- N4X5 r0 0S" 2 m4X5 26'6• MW r1 26'6• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.009 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.017 C 999 180 T' 231 /- /- /98 /13 /24 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.130 G - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL 0.185 G T B Width=318 Min Re Des 50.00 Mean Height:17.46 ft ( ) q NCBCLL: 10.00 Building Code: Creep Factor:2.0 Bearing AJ is a rigid surface. TCDL:5.0 psf IRC 2015 Max TC CSI: 0.189 Members not listed have forces less than 375# Soffit: 2.00 BCDL:2.0 psf Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:0"to h/2 TPI Std: 2014 Max BC CSI: 0.248 Chords Tens.Comp. Chords Tens. Comp. Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.452 Loc.from endwall:Any FT/RT:20(0)/10(0) B-C 454 -520 J-L 690 0 GCp!:0.18 Plate Type(s): C-H 903 -270 L-Q 903 -270 Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 H-J 690 0 Q-R 454 -520 Lumber Additional Notes Top chord:2x6 SP#2;T2 2x4 SP#2; See DWGS A14030ENC101014&GBLLETIN0118 for Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Bot chord:2x4 SP#2; gable wind bracing and other requirements. Webs:2x4 SP#3; The building engineer and/or architect of record shall B-AJ 308 -498 Z-L 6 -466 Bracing determine how and where the flat top chord 2x4 laterals C-Al 359 -386 U-Q 359 -386 will be stabilized with additional diagonal bracing or with H-AD 6 -466 T-R 308 -498 (a)Continuous lateral restraint,equally spaced on APA rated sheathing secured at determined intervals to J-AB 0 -462 member. the flat top chord. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 48.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section �F u 301.5. Purlins �c In lieu of structural panels or rigid ceiling use purlins to brace all sloping TC @ 24"oc,all flat TC @ 0"oc,all i BC @ 24"oc. W Wind 2 Wind loads based on MWFRS with additional C&C Q 81 641 member design. FESSI�NP� End verticals not exposed to wind pressure. 10/08/2021 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA y sat ty practices pnor to performing these functions. installersshall�rp�rovide temporary bracingser BCSI.Unless noted otherwise,top cNrd shall roper)Y attached structural sheathing and bottom chord spall have a properly attache�d9id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Mr plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-A fb 's ndard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,r11,m6 q6,1. truss in conformance with ANSI/TPI 1, or for handling, shippin� installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enctL�me ring responsibilitt%1�sole) -for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSI)T 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:37826 SPEC Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T73 FROM: Qty: 3 1485 Park View Lane DrwNo: 281.21.1533.21113 Truss Label: T4 DLD / SLS 10/08/2021 „-15 5/3N• 158' 151P 161,11.• 21Y63V' 258' � naa• 1 861N• F ST 1�I1B• 12 *aa D Fmzxa G TI �xsxa Z712� X25%1 W11 M3 TCTD W8 C%1 Dpi 6)O a1X1 .5% 12b%85 025%8 .25x1 =yci sx5 .x5x1 258' 1' WE": 5'41/<• xIL1? 39' 1�.Y1' 1'6Y1' 1' BLLP 156,!1' 133' 1r10.4C TT2-1N' 255 MWf6 1? Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.244 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.460 M 690 180 R 2061 /- /- /771 /171 /401 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.213 G - - X 2151 /- /- [772 /163 P EXP:C Kzt:NA HORZ TL 0.402 G - Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:17.46 ft ( ) NCBCLL: 10.00 Building Code: Creep Factor:2.0 R Brg Width=6.0 Min Req=2.4 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.924 X Brg Width=6.0 Min Req=2.5 Soffit: 2.00 BCDL:5.0 psf Bearings R&X are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.857 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.978 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwail:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 IWAVE VIEW Ver:21.01.00A.0324.17 B-C 248-2189 F-G 238 -1423 Lumber The building engineer and/or architect of record shall C-D 341 -2004 G-H 304 -2172 determine how and where the flat top chord 2x4 laterals D-E 5 -415 H-1 234 -7270 Top chord:2x4 SP#2;T4 2x4 SP#1; will be stabilized with additional diagonal bracing or with E-F 34 -693 Bot chord:2x4 SP#2; APA rated sheathing secured at determined intervals to Webs:2x4 SP#3;W5,W 11 2x4 SP#2; the flat top chord. Maximum Bot Chord Forces Per Ply(Ibs) Bracing In lieu of structural panels use purlins to brace Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on all flat TC @ 24"oc. R-Q 426 -402 O-N 1038 -341 member. Q-P 1443 -215 N-M 1536 0 Loading P-0 1038 -341 M-L 1535 -54 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(Ibs) bottom chord live load applied per IRC-15 section 301.5. Webs Tens.Comp. Webs Tens. Comp. Attic room loading from 11-0-0 to 17-7-0:Live Load:40 B-R 256-2005 T-U 0 -816 PSF.Dead Load:10 PSF Ceiling:10 PSF,Kneewalls: B-Q 1400 -23 N-W 702 -175 10 PSF D-S 993 -177 U-W 0 -816 D-V 273 -726 V-F 337 -1035 P-T 527 -155 W-G 672 -102 Purlins S-T 960 -177 L-I 1546 -50 In lieu of rigid ceiling use purlins to brace BC @ 24" ��F y T-N 1159 -219 I-K 246 -2120 oc. Collar-tie braced with continuous lateral bracing at 24" �'�P��p1 ER Q oc.or rigid ceiling. "*S Wind rn = Wind loads based on MWFRS with additional C&C LU memberdesign. End verticals not exposed to wind pressure. • 61641' Additional Notes FjC_S1D�P�' Refer to DWG PB160101014 for piggyback details. 10/08/2021 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Saafety Information,by TPI an fabricating, r safety practices pnor to performing these functions. Installers shall provide temporary bracing per 3 SI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 1310, as applicable. Apply !ales to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for Andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N DWmMVMY truss in conformance with ANSI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawing indicates acceptance of professional enINeering responsibilityy solely-for the design shown.The suitability and use of fhis Suite 242 drawing for any sg1ucture is the responsibtldy of the Building Designer per ANSI/TP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.ong Earth City,Missouri 63045 SEAN:569661 SPEC Ply: 2 Job Number: 210022 Cust:R5040 JRefAX9H50400DD4 T76 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.11321 Truss Label: GT4 / SLS 10/08/2021 2 Complete Trusses Required 1410f 6•lSI• I"8• r1P 1H¢59' tt't"3!C 2"B• �- rriu• -F saw• �ei-Teas aT vnle• lots ppi�gg et mo Z�F7 I ilu °ot.sci "ai .nu �zzva mxsrl mmwxe =zsrl ere• 1' SNI• rNM 281? J'!• ��3I• 1°.W nve + tvo-tr� F to trt°tr� m-vim zss t�2 t2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 10.00 Speed: 125 mph Pf:23.1 Ce:1.0 VERT(LL): 0.207 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.348 M 914 180 R 2986 /- /- /- /407 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.182 G - - X 2989 /- /- /- /349 A EXP:C Kzt:NA HORZ TL 0.305 G Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:17.46 ft ( ) R B Width=6.0 Min Re 1. NCBCLL:0.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 r9 q= 8 p IRC 2015 Max TC CSI: 0.671 X Brg Width=6.0 Min Req=1.8 Soffit: 2.00 BCDL:5.0 psf Bearings R&X are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.823 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.805 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp- GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02B.0122.16 B-C 221 -1623 F-G 137 -1008 Lumber Wind C-D 198-1503 G-H 199 -1654 E-F 84 -521 H-1 197 -1662 Top chord:2x6 SP#2;T2,T3 2x4 SP#2; Wind loads and reactions based on MWFRS. Bot chord:20 SP#2; End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) Webs:2x4 SP#3;W5,W 11 2x4 SP#2; Additional Notes Chords Tens.Comp. Chords Tens. Comp. Nailnote Q-P 1072 -137 N-M 1161 -133 Refer to DWG PB160101014 for piggyback details. Nail Schedule:0.131"x3",min.nails P-0 747 -93 M-L 1148 -131 Top Chord:1 Row @12.00"o.c. In lieu of structural panels use purlins to brace O-N 747 -93 Bot Chord:1 Row @12.00"o.c. all flat TC @ 24"oc. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails BUILDING DESIGNER SHALL BE RESPONSIBLE Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. FOR Webs Tens.Comp. Webs Tens. Comp. THE DESIGN OF THE SUPPORTS AND THE Special Loads TRUSS CONNECTIONS TO THE SUPPORTS TO B-R 214-1461 N-W 583 -12 ----(Lumber Dur.Fac=1.15/Plate Dur.Fac.1.15) RESIST THE FORCES SHOWN. B-Q 1054 -135 U-W 26 -717 TC:From 30 plf at -1.00 to 30 plf at 17.92 D-S 744 -38 V-F 63 -732 TC:From 60 plf at -1.00 to 60 pif at 27.50 D-V 44 -464 W-M 484 -37 TC:From 14 plf at 16.70 to 14 pif at 17.58 P-T 399 -28 W-G 717 -42 TC:From 10 pif at -1.00 to 10 plf at 17.92 S-T 736 -43 L-I 1157 -132 TC:From 28 pit at -1.00 to 28 pif at 27.50 T-N 1010 -53 1-K 183 -1479 PLT:From 10 pif at 11.00 to 10 pif at 16.40 T-U 26 -717 PLT:From 100 plf at 11.00 to 100 plf at 17.58 OF BC:From 6 lf at 0.00 BC:From 20 pIf at 0.00 to 20 pIf at 26.50 pN En y0 BC:From 6 pif at 26.50 to 6 plf at 27.50 BC: 92 Ib Conc.Load at 11.00C.) BC: 204 Ib Conc.Load at 11.15,13.15,15.15,17.15 r+ �: v BC: 83 Ib Conc.Load at 17.58 z LU BC: 448 Ib Conc.Load at 17.77 _ b Purlins et647_� a Collar-tie braced with continuous lateral bracing at 24" SS)��A\•� oc.or rigid ceiling. 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshigping,installing and bracing. Refer to and follow the latest edition of BCSI(Building ComponentSafety Information,b TPI an SBCA) r sa ety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have pproper%%attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral res int of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for s%andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmvm*w�wr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawin indicates acceptance of professional en meenng responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�Jesigner per ANSI/TA 1 Sec.2. For, more information see these web sites:Alpine:al ineitw.com TPI:t inst.or -SBCA:sbcacom onents.com•ICC:iccsafe.or -AWC:awc.om Earth City,Missouri 63045 SEQN:56658/ SPEC Ply: 3 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T88 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.13280 Page 1 of 2 Truss Label: GT5 / SLS 10/08/2021 3 Complete Trusses Required z�• S!�• 108• �P 9l,-� I, Y1-jI8' 'hT ° n � snw• f sT '5-11 �ts98• ~ �9 t e� E ° 8IX1ZW813 T B3 W I i0 10 TI ° W� 1 =I I' S6,/C 3Y.1Q• 3618r ]T tS . 1' F---I 59• -� 108-1? � I' 'ra5• Irlolri+ zzo-uz '� ze�olre ''I--i till r �1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 125 mph Pf:23.1 Ce:1.0 VERT(LL): 0.318 O 998 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.521 O 610 180 Y 13502/- / /- /2249 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.220 H - - Z 14025/- /- !- /2357 /- EXP:C Kzt:NA HORZ TL 0.360 H Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:17.46 ft ( ) NCBCLL:0.00 Building Code: Creep Factor:2.0 Y Brg Width=6.0 Min Req=3.7 TCDL:5.0 psi IRC 2015 Max TC CSI: 0.856 Z Brg Width=6.0 Min Req=5.5 Soffit: 2.00 BCDL:5.0 psi Bearings Y$Z are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.766 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.885 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpl:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:19.02.02B.0122.16 B-C 864-5101 G-H 489 -2875 Lumber Additional Notes C-D 854-5055 H-I 741 -4257 D-E 707-4043 1-J 756 -4316 Top chord:2x4 SP#2;T1 2x6 SP#2; Refer to DWG P8160101014 for piggyback details. E-F 113 -770 J-K 901 -5292 T4 2x8 SP#2;T5 2x6 SP#1; F-G 265-1659 K-L 911 -5343 Bot chord:2x6 SP 2400f-2.0E;B2 2x6 SP#2; In lieu of structural panels use purlins to brace B3 2x6 SP SS; all flat TC @ 24"oc. Webs:2x4 SP#3;W3 2x4 SP SS;W9 2x4 SP#2; BUILDING DESIGNER SHALL BE RESPONSIBLE Maximum Bot Chord Forces Per Ply(Ibs) Lt Slider:2x6 SP#2;block length= 1.667' FOR Chords Tens.Comp. Chords Tens. Comp. Rt Slider:2x6 SP#2;block length= 1.667' THE DESIGN OF THE SUPPORTS AND THE -S 3394 -571 P-0 3064 -533 TRUSS CONNECTIONS TO THE SUPPORTS TO S Nailnote RESIST THE FORCES SHOWN. S-R 3373 -568 O-N 3517 -598 R-Q 2503 -435 N-L 3540 601 Nail Schedule:0.131"x3",min.nails Q P 2503 -435 Top Chord:1 Row @10.25"o.c. Bot Chord:2 Rows @ 3.00"o.c.(Each Row) Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(Ibs) Repeat nailing as each layer is applied.Use equal Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row to avoid splitting. D-S 1404 -190 P-X 479 -209 D-R 119 -847 V-X 217 -649 Purlins R-U 2535 -459 W-F 1948 -318 Collar-tie braced with continuous lateral bracing at 24" E-T 3061 -528 W-G 513 -2845 oc.or rigid ceiling. E-W 352-1866 X-O 1744 -327 T-U 2840 -502 X-H 1919 -347 Wind �q'(� eq 1'U -P 1054 -258 O-J 154 -1009 Wind loads and reactions based on MWFRS. Oj ltd U-V 217 -649 N-J 1425 -202 Blocking r Q Apply additional nailing over the following bearings Z L J with fasteners at 4"oc both perpendicular and W parallel to grain.In lieu of additional nailing, - apply blocking reinforcement to ty� prevent buckling of members over the bearings: st 81.T" Bearing 1 located at 0.0'(blocking>= 9.25"if used) .S 'P� Bearing 2 located at 26.0'(blocking>= 9.25"if used) .S1�� t **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating an in shi ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fog sa ety practices prior to performing these functions. Installers shall provide temporary bracin er BCSI.Unless noted oytlterwise,top chord shall have roperty attached structural sheathing and bottom chord shall have a properly attache ceiling Locations shown for permanent lateral res�raint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and positioD as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job s General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ulmvcosmun truss in conformance with ANSI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawing indicates acceptance of professional enlu.eenng responsibili{tv�solely-for the design shown.The suitability and use of this Suite 242 drawing for any sQructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 631345 SEAN:56658/ SPEC Ply: 3 Job Number: 210022 Cust:R5040 JROAX91150400004 TBB FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.13280 Page 2 of 2 Truss Label: GT5 / SLS 10/08/2021 Special Loads --(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) TC:From 60 pif at -1.00 to 60 pif at 27.50 TC:From 28 plf at -1.00 to 28 plf at 27.50 TC:From 28 plf at 16.49 to 28 plf at 17.58 PLT:From 20 pif at 11.00 to 20 pif at 16.03 PLT:From 100 plf at 11.00 to 100 pif at 17.58 BC:From 6 plf at -1.00 to 6 pif at 0.00 BC:From 20 plf at 0.00 to 20 pif at 26.50 BC:From 6 pif at 26.50 to 6 plf at 27.50 BC:1175 Ib Conc.Load at 1.48,2.81,4.15,5.48 6.81,8.15,9.48,18.81,20.15,21.48,22.81,24.15 25.48 BC:1898 Ib Conc.Load at 10.81,17.48 BC: 183 Ib Conc.Load at 11.00 BC: 452 Ib Conc.Load at 12.15,13.48,14.81,16.15 BC: 161 Ib Conc.Load at 17.58 PLB: 819 Ib Conc.Load at(12.06,20.53),(14.06,20.53) (16.06,20.53) BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. �OF %4 ER yO 4J p 2 � •ste+�+ ��C� �SSIO�A�" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bY TPI an SBCA) r sa shipping, practices poor to performing these functions. Installers shall provide temporaryry bracingser BCSI.Unless noted otherwise,top chord shall have roper! attached structural sheathing and bottom chord shall have a prop attacheSrigld ceiling Locations shown for permanent lateral res; otYwebs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m,,,,,�,,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover paga 514 Earth City Expressway listing this drawing indicates acceptance of professional encLineenng responsibility solelyor the design shown.The suitability and use of chis Suite 242 drawing for any sQructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.oM Earth City,Missouri 63045 SEAN:56664/ SPEC Ply: 2 Job Number: 210022 Cust:R5040 JRef.1X9H50400004 T87 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.13036 Page 1 of 2 Truss Label: GT6 ! SLS 10/08/2021 2 Complete Trusses Required ��.• ,�• sbm' z,•,mau• z�• \9(m veY6g29u F G m%1U S � H TIII 'T1 2 G d 13 v T4 8 N 1 -I w �F+1 l(b1E37 mulm \1Y).) 285 3�� HF=1 j5WT"- + WX 1�,o1'z2 ,"No-¢+ YS R + 4- Loading rLoading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 125 mph Pf:23.1 Ce:1.0 VERT(LL): 0.274 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.464 N 686 180 X 8743 /- /- /512 11272 /247 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL): -0.189 H - - Y 9024 /- /- 1513 /1306 /- EXP:C Kzt:NA HORZ TL 0.320 H Wind reactions based on MWFRS Des Ld: 50.00 ( ) Mean Height:17.46 ft Building Code: Creep Factor:2.0 X Brg Width=6.0 Min Req=5.2 NCBCLL:0.00 TCDL:5.0 psf Y Brg Width=6.0 Min Req=5.3 Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.723 Bearings X&Y are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.877 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:3.00 It Rep Fac:Varies by Ld Case Max Web CSI: 0.943 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60WAVE VIEW Ver:19.02.02B.0122.16 B-C 717-4928 G-H 407 -2845 C-D 709-4884 H-1 575 -4042 Lumber Purlins D-E 542-3795 I-J 729 -5066 Top chord:2x4 SP#2;T1 20 SP#2; Collar-tie braced with continuous lateral bracing at 24" E-F 191 -1218 J-K 738 -5116 T4 2x6 SP SS; oc.or rigid ceiling. F-G 265-1817 Bot chord:2x6 SP SS;B2 2x6 SP#2; Webs:2x4 SP#3;W3 2x4 SP#1;W9 2x4 SP#2; Wind Lt Slider:2x6 SP#2;block length= 1.667' Wind loads based on MW FRS. Maximum Bot Chord Forces Per Ply(Ibs) Rt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Nailnote Blocking B-R 3280 -474 O-N 2863 -404 Nail Schedule:0.131"x3",min.nails Apply additional nailing over the following bearings R-Q 3260 -471 N-M 3357 -481 To Chord:1 Row 3",mi on with fasteners at 4"oc both perpendicular and Q-P 2384 -338 M-K 3380 -485 P oc parallel to grain.In lieu of additional nailing, P-0 2384 -336 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) apply blocking reinforcement to Webs :1 Row @ 4"o.c. prevent buckling of members over the bearings: Use equal spacing between rows and stagger nails Bearing 1 located at 0.0'(blocking>= 9.25"if used) Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Bearing 2 located at 26.0'(blocking>= 9.25'. = 9.25"if used) Webs Tens.Comp. Webs Tens. Comp. Special Loads In lieu of structural panels use purlins to brace D-R 1525 -222 V-F 1749 -240 ----(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) all flat TC @ 24"oc. D-Q 150 -943 V-G 283 -2065 TC:From 40 plf at -1.00 to 40 plf at 27.50 Q-T 2220 -315 W-N 1491 -211 TC:From 19 plf at -1.00 to 19 plf at 27.50 _ E-S 2741 -371 W-H 1559 -206 TC:From 19 plf at 16.70 to 19 pif at 17.58 E-V 173-1266 N-I157 -1031 PLT:From 13 plf at 11.00 to 13 plf at 16.24 OF N S-T 2397 -324 M-1 1501 -216 PLT:From 67 pif at 11.00 to 67 plf at 17.58 �'�Q\ N ER y T-0 577 -277 BC:From 4 plf at 1.00 to 4 pif at 0.00 �q BC:From 13 plf at 0.00 to 13 pif at 26.50 BUILDING DESIGNER SHALL BE RESPONSIBLE � o� � FOR BC:From 4 pif at 26.50 to 4 plf at 27.50 N y BC: 808 Ib Conc.Load at 1.48,2.81,4.15,5.48 z THE DESIGN OF THE SUPPORTS AND THE 6.81,8.15,9.48,10.81,17.48,18.81,20.15,21.48 Lt1 TRUSS CONNECTIONS TO THE SUPPORTS TO 22.81,24.15,25.48 = RESIST THE FORCES SHOWN. BC: 122 Ib Conc.Load at 11.00 BC: 98 Ib Conc.Load at 12.15,13.48,14.81,16.15 et 641'{ �� The building engineer and/or architect of record BC: 110 Ib Conc.Load at 17.58 FFSS(Q�P� shall deers will be stabine how ilized with additionwhere the flat al chord (16. 80. Ib Conc.Load at(12.06,20.53),(14.06,20.53) diagonal bracing or with APA rated sheathing (16.06,20.53) secured at determined intervals to the flat 10/08/2021 top chord. **WARNING*"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to?nd follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices poor to performing these functions. Installers shall provide temporarryy bracin per BCSI.Unless noted otherwise,top chord shall have proped attached structural sheathing and bottom chord shall have a propefly attached n id ceiling Locations shown for permanent lateral resplraint olYwebs shall have bracinfq installed per BCSI sections B3,B7 or B10, as applicable. Apply Tates to each face•of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for s�andard plate positions.Refer to job's General Notes page for additional information. Alpine,ad ivision of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *�rtwcouanur truss in conformance with ANSI/TPI 1, or for handling, shipping,•installation and bracing of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional In meenng responsibility solelygor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. For more information see these web sites:AI ine:al ineitw.com TPI:t inst.or SBCA:sbcacom onents.com ICC:iccsafe.o AW C:awc.o Earth City,Missouri 63045 SEQN:56664/ SPEC Ply: 2 Job Number: 210022 Cust:R5040 JRef:1X91-150400004 T87 FROM: Qty: 1 1485 Park View Lane Dnallo: 281.21.1516.13036 Page 2 of 2 Truss Label: GT6 / SLS 10/08/2021 Additional Notes Refer to DWG PB160101014 for piggyback details. Ct 6 tA E R tiS ra ¢ W O 01641, C4 FES$IONP�" 10/08/2021 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an fabricating, fo'r safety practices poor to performing these functions. Installers shall provide temporan[ bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lat s to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for s�anc�ard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildinlg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nw�wmnwary truss in conformance with ANSI/TPI 1, or for handling shipping,,installation and bracingg of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibili��rr solelyTor the design shown.The suitability and use of Phis Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSIffP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:37828 ATIC Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T49 FROM: Qty: 10 1485 Park View Lane DrwNo: 28121.1534.39650 Truss Label: T7 DLD / SLS 10/08/2021 4' 9Y7318' 1516• 1 2T63b' 266' 5'7-7/4' h 4'10.718' S2' I 4'70.118' SY-114' yy 5X8 III7�5J(83 1111.5E 2%4 0 -2M F S 12 E3X4 ma c 12 NT W13 6 ill 14X6 W3 .4X6 A H T T2 y W H �I31 13Xd mfiXB ]X4 17.51(3 =3X4 m5) (8 mz9(6 -3X4 1119(8 6%6 119(8 -3X4 266' 4Y1-12' 12' 39318' 6258' 42-518' 39318• 1 1? 4Y7-12' 1' 4Y7-12• 9D36 137 1T5618' 21'3- 72' 266 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc Lldefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.23.1 Ce:1.0 VERT(LL): 0.574 T 554 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.961 T 330 180 P 1603 /- / /452 10 /251 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.396 B - - X 1668 /- /- /497 /2 /- Des Ld: 50.00 EXP:C Kzt:NA HORZ(TL): 0.664 B - Wind reactions based on MWFRS Mean Height:16.17 ft Building Code: Creep Factor:2.0 P Brg Width=6.0 Min Req=1.9 NCBCLL: 10.00 TCDL:5.0 psf 9 X Brg Width=6.0 Min Req=2.0 Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.688 Bearings P&X are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.908 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.959 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:211.01.00A.0324.17 A-B 173-1688 F-G 224 -1086 B-C -1085 G-H 181 -1690 D-E 8 851 Lumber The building engineer and/or architect of record shall 51 -131 determine how and where the flat top chord 2x4 laterals Top chord:2x6 SP SS;T2 2x4 SP#2; will be stabilized with additional diagonal bracing or with T3 2x6 SP#2; APA rated.sheathing secured at determined intervals to Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x4 SP#2; the flat top chord. Chords Tens.Comp. Chords Tens. Comp. Webs:2x4 SP#3;W3,W 13 2x4 SP#2; O-N 1137 -292 M-L 3219 -43 Loading N-M 3226 -165 L-K 1127 -62 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Attic room loading from 5-3-0 to 21-3-0:Live Load:40 PSF.Dead Load:10 PSF Ceiling:5 PSF,Kneewalls:5 A-P 168-1561 M-V 584 -153 PSF A-O 941 -31 T-V 14 -2820 B-Q 599 -37 U-F 416 -1887 Q-N 2031 -13 V-L 51 -398 Purlins Q-R 111 -2162 V-W 126 -2155 In lieu of rigid ceiling use purlins to brace BC @ 24" N-R 51 -397 L-W 2033 -6 oc. R-M 577 -147 W-G 600 -33 Collar-tie braced with continuous lateral bracing at 24" R-T 14-2820 K-H 942 -49 oc.or rigid ceiling. C-S 415-1887 H-J 203 -1627 OF S� S-U 401 -1814 Wind N Eq Wind loads based on MWFRS with additional C&C member design. r u End verticals not exposed to wind pressure. " - z w Additional Notes _ Refer to DWG PB160101014 for piggyback details. 1 �? • 81641• ti In lieu of structural panels use purlins to brace ` all flat TC @ 24"oc. F�SS(��Q 10/08/2021 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,Installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safety practices hor to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Apply lat s to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for s in and plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nHnwmewaHr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional an m-ering responsibilitt,,�solely-for the design shown.The suitabdl and use of Pis Suite 242 drawing for any sgructure is the responsibility of the Building as per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPi:t inst.or SBCA:sbcacom onents.com;ICC:iccsafe.or ;AWC:awc.or Earth City,Missouri 63045 SEAN:37831 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91150400004 T5 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1534.49767 Truss Label: T8AG DLD / SLS 10/08/2021 St-1116' 8.11-314' 0' 5'16' 149' 19'6-1/4' T9434' 51-1/18' 4'10-11H6' /t6' 45-11116' 4'!!•1/4' 87-12' 127 M04 i_Xp-_)I I�XT- k'13X5 A(a) AA b 82 AK WOW 02.5X4 IJXW4 12.5X4 VS2.5X4 =3X8e3X4 28I-W -7 1' T7-118' T1-7/8' T8 13116' r T7-ire• 149' + 21'54/8' 1 1916 29'114' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.053 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.106 F 999 180 Y 1564 /- /- /617 1399 /344 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 T - - AK*282 /- /- /102 163 /- EXP:C Kzt:NA HORZ TL 0.041 T Wind reactions based on MWFRS Des Ld: 50.00 , Mean Height:26.07 ft ( ) NCBCLL: 10.00IRC 2015 Max TC CSI: 0.697 Building Code: Creep Factor:2.0 Y Brg Width=6.0 Min Req=1.8 Soffit: 2.00 TCDL:5.0 psf AK Brg Width=108 Min Req=- BCDL:5.0 psi Bearings Y&Al are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.601 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.964 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 5.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 C-D 558-1739 E-G 414 -864 D-E 423-1069 G-J 424 -791 Lumber Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x4 SP#2; Webs:2x4 SP#3; Chords Tens.Comp. Chords Tens. Comp. Y-X 1502 -341 W-V 794 -152 Bracing X-W 1172 -165 V-U 1589 -304 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. B-Y 228 -399 W-AC 377 -146 Y-C 352-1807 AC-AD 376 -145 Loading C-X 239 -378 AC-U 208 -599 Truss designed to support 1-0-0 top chord outlookers X-D 417 -177 AD-J 485 -85 and cladding load not to exceed 5.00 PSF one face D-W 214 -480 J-T 57 -1229 and 24.0"span opposite face.Top chord must not be E-AA 151 -419 cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind S�P��N ER yy0 Wind loads based on MWFRS with additional C&C member design. C End verticals not exposed to wind pressure. z pC rll Additional Notes See DWGS A14030ENC101014&GBLLETIN0118 for C? gable wind bracing and other requirements. D 81641.1 yt`� Fasten rated sheathing to one face of the 24"o.c. or less vertical webs in this truss. 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bV TPI an fabricating, for safety practices pnor to performing these functions. Installers shall tp�rovide temporary bracin per BCSI.Unless noted of TPI n to cN shall have pro erly attached structural sheathing and bottom chord sfSall have a propedy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or 810, as applicable. Apply lates to each face of truss and position as shown above and on the Joln Details, unless noted othervvise. Ffefer to ALPINE draw(ngs 160A-Z for s�andard plate positions.Refer to job s General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group inc.shall not be resRonsible for any deviation from this drawing,any failure to build the A ,7,,a truss in conformance with ANSIffPI 1, or for handling, shipping,,installation and bracin4g of trusses. A seal on this drawing or cover paga 514 Earth City Expressway listing this drawing indicates acceptance of professional en lneenng responsibilittyy solelyTor the design shown.The suitability and use of th(s Suita 242 drawing for any structure is the responsibility of the Building�esigner per ANSIffPI 1 Sec.2. For more information see these web sites:AI ine:al ineitw.com•TPI:t inst.or SBCA:sbcacom onents.comICC:iccsafe.o •AW C:awc.or Earth City,Missouri 63045 SEQN:37829 COMN Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T8 FROM: Qty: 8 1485 Park View Lane DrwNo: 281.21.1534.42083 Truss Label: T8 DLD / SLS 10/08/2021 5s'22--2' 1111 .11x I 2z9-t'2 11. 9x9144T.1'14• 1 -9114 f rz =4X4 F �2 EX4 Q25X4 G 12 6 1 ®1.6X3 5X3 d o x la) (a) d3 C 13X4 I T B 11 013X101(El) s25GX4 =3X6=3X4 =25X4 53X(fF)-3) 5X5 9 X16. E_3 1' T7518' T7-716' 1'3' 5'10.716' T7516' 1' H 1x9 1 16+ zrlo-7re - zso-vr H tS2 2• 2' S - 6. Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pfi 23.1 Ce:1.0 VERT(LL): 0.110 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.189 N 999 180 B 1623 /- /- /776 /197 /325 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.069 1 - - P 1623 /- /- /776 /197 /- EXP:C Kzt:NA HORZ TL 0.118 1 Wind reactions based on MWFRS It Des Ld: 50.00 Mean Height:26.07 ( ) NCBCLL: 10.00 Building Code: Creep Factor:2.0 B Brg Width=6.0 Min Req=1.9 TCDL:5.0 psf P Brg Width=6.0 Min Req=1.9 Soffit: 2.00BCDL:5.0 psf IRC 2015 Max TC CSI: 0.711 Bearings B&P are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.592 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.720 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60WAVE VIEW Ver:21.01.00A.0324.17 B-C 454-2166 F-G 438 -1433 C-D 443-2066 G-H 483 -1888 Lumber D-E 482-1888 H-I 443 -2066 Top chord:2x4 SP#2; E-F 437-1433 I-J 453 -2166 Bot chord:2x4 SP#2; Webs:2x4 SP#3; Lt Slider:2x6 SP#2;block length= 1.667' Maximum Bot Chord Forces Per Ply(lbs) Rt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Bracing B-0 1596 -254 M-L 1401 -158 O-N 1401 -152 L-J 1596 -255 (a)Continuous lateral restraint equally spaced on N-M 1401 -158 member. Loading Maximum Web Forces Per Ply(Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section E-N 218 -553 N-G 218 -553 301.5. F-N 1069 -338 Wind Wind loads based on MWFRS with additional C&C member design. OF N +- 0 Vl 9 � Z t.l.l O' 61641, FESSIO�P�" 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingsh! ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component S fety Information,byv TPI an SBCAIl r safety practices poor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted o�thenvise,to ch rd shall have properly attached structural sheathing and bottom chord shall have a properly attachtl Hmid ceilingg Locations shown for permanent lateral restrait of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppT�plates to each face of truss and position as shown above and on the Join Details, unless noted othervwse. Ffefer to ALPINE drawings 160A-Z fo�standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 4N RWCDMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional englneering responsibilit�yy solely or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or SBCA:sbcacom onents.com-ICC:iccsafe.or AW C:awc.o Earth City,Missouri 63045 SEAN:37830 COMNPly: 1 Job Number: 210022 Cust:R5040 lRef:1X91450400004 T7 FROM: Qty: 15 1485 Park View Lane DrwNo: 281.21.1534.43723 Truss Label: T8A DLD I SLS 10/08/2021 5'2-112• 9'11314• 14'8• 18'8-114' 24'415n6' 29'13/4• s2-1rz a's 1w ! a's 1 a a's-va I a'10-1v1s t E4XFa m2E 4 R2.G4 12 e� � ♦1 p5X3 NUS a (a) (a) 03X4 ®1.5X3 e (a) �I Almaxs 161 =z.sN a -3X8-3ua ez 9<4 m4xs 29'13!4• �� I T75/B• r1-718' 1'3' 5'10.718' 1"2-7B' r7-118' I" 14'9• "I 1s•l 2r10-7re• 'I' z9'13/a• 1rz• s rz• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.,23.1 Ce:1.0 VERT(LL): 0.094 E 999 240. Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.162 E 999 180 B 1606 /- /- /769 1194 /306 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 1 - - J 1515 /- /- /702 /180 /- EXP:C Kzt:NA L 0.072 I Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:26.07 ft HORZ(T ) NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 B Brg Width=6.0 Min Req=1.9 p IRC 2015 Max TC CSI: 0.697 J Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.612 Members not listed have forces less than 375# Spacing:24.0" CBC Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.708 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 449-2140 E-F 431 -1404 Lumber C-D 436-2040 F-G 433 -1401 D-E 476-1862 G-H 474 -1841 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(Ibs) Lt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Bracing B-N 1576 -281 L-K 1354 -178 N-M 1378 -185 K-J 1503 -275 (a)Continuous lateral restraint equally spaced on M-L 1354 -178 member. Loading Maximum Web Forces Per Ply(Ibs) Bottom chord checked for'10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section E-M 217 -554 M-G 209 -511 301.5. F-M 1030 -333 H-J 343 -1898 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLEFOR OF THE DESIGN OF THE SUPPORTS AND THE �'CQ'��N ER y TRUSS CONNECTIONS TO THE SUPPORTS TO tit /r RESIST THE FORCES SHOWN. r+ U £ a • e1841, �� F�SSIO�Py 10/08/2021 `*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling sh!pp!ng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an 'SBCA)toy saffety practices pnor to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached ripld ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 810, as applicable. Apply lates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mma truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracincl of trusses. A seal on this drawin or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional en meenng responsibilityy solely lor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/T 1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.ong Earth City,Missouri 63045 SEAN:37832 GABL Ply: 1 Job Number. 210022 Cust:R5040 JRef:1X9H50400004 T11 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1534.53807 Truss Label: T913 DLD / SLS 10/08/2021 5'2-1/2' 3116' 9'11314' 14'9' 19'6-1/4' 2914!4• 5'2-112' 1/16• 4'59/16' 4'9-1/4' 4'9-114' 97-1/2' 69' —m.P a4X4 K %3X5 H4 N 012X3 12 B DE (a) 03X4 AH B 9 �I ( ) snT A s 1 103 3X4(E3) =2.X4012X3 AE =4x6 3X4 Y 1 29'41/4• 1' 77-1/B' 3'11-11116' 3'24/16• 95-3/4' 7'7-VB' + 11'51311& 145• } 19'6• F 2914/4' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf!n PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.054 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.110 J 999 180 B 1343 /- /- /551 /341 /344 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.021 F - - T* 225 /- /- /79 /43 /- EXP:C Kzt:NA HORZ TL 0.041 F Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:26.07 ft ( ) NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 B Brg Width=4.5 Min Req=1.6 p IRC 2015 Max TC CSI: 0.533 T Brg Width=147 Min Req=- Soffit: 2.00 BCDL:5.0 psf Bearings B&AA are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.525 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.911 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 10.00 It FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.O0A.0324.17 B-C 431 -1733 E-H 507 -1369 C-D 412-1589 H-K 393 -663 Lumber D-E 426-1362 K-N 401 -582 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Lt Slider:2x8 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Bracing B-AF 1202 -259 AE-AC 892 -163 AF-AE 782 -141 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. D-AF 228 -512 H-AC 308 -887 AF-AH 511 -187 AC-N 814 -144 Loading AH-H 643 -235 N-Y 111 -878 Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. OF Wind Ga�P��N ER yo Wind loads based on MWFRS with additional C&C member design. UO Right end vertical not exposed to wind pressure. h z w Left cantilever is exposed to wind = Additional Notes Q• ei ea i �a See DWGS A14030ENC101014&GBLLETIN0118 forS.S(�� gable wind bracing and other requirements. Fasten rated sheathing to one face of the 24"o.c. or less vertical webs in this truss. 10/08/2021 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an fabricating, r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply Plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. RJer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the u+mvm*wwv truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa gqe 514 Earth City Expressway listing this drawing Indicates acceptance of professional engpneenng responsibilit solely-for the design shown.The suitability and use of fhis Suite 242 drawing for any structure is the responsibility of the Building esigner per ANSIrr�1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com;ICC:iccsafe.or •AWC:awc.or Earth City,Missouri 63045 SEQN:37812 COMN Ply: 1 Job Number: 210022 Cust:R5040 JReE1X9H50400004 T1 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1527.24220 Truss Label: T10 DLD / SLS 10/08/2021 M2M218-, '33/815'4.1!8' 20'7-17 18• 5'0-3/B' 5'03/8• 5'3-318' =4X4 E 12 01.5X3 1.5X3 8 D F g3- %G4 B H T A I 1 K J B2 L 1113X70ttE3 =3X8 =3X4 113X10((E3) 'TA) a5X5(E3) 207-IrT 9'10-1/4• 1'8-1/4• 8'2• 1 1 10'33/4' 12' 20'2• s-dn. 12. n• 0-ill• Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.045 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.078 K 999 180 B 1162 /- /- /560 /297 /238 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 H - - L 1162 /- /- /560 /297 /- EXP:C Kzt:NA HORZ TL 0.039 H Wind reactions based on MWFRS Des CLLd' 50.00 Mean Height:24.59 ft ( ) B B NCBCLL: 10.00 Building Code: Creep Factor:2.0 rg Width=6.0 Min Req=1.5 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.402 L Brg Width=6.0 Min Req=1.5 Sod ion: BCDL:5.0 psf Bearings B&L are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.747 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.259 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 It FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 394-1462 E-F 352 -1050 Lumber C-D 377-1332 F-G 377 -1332 D-E 352-1050 G-H 394 -1469 Top chord:2x4 SP#2; Bot chord:2x4 SP#1;B2 2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(lbs) Lt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Rt Slider.2x6 SP#2;block length= 1.667' B-K 1020 -202 J-H 1020 -202 Loading K-J 1018 -202 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(Ibs) 301.5. Webs Tens.Comp. Wind E-K 593 -230 Wind loads based on MWFRS with additional C&C member design. %4 R 1- 5 v�N R ti COO z � LU Z O' @1641-1 1 S10�'�PL 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshi p!ng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an cJ SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have propedr attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for(permanent lateral restraint of webs shall have bracinfq installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face,o truss and position as shown above and on the Join Details, unless noted otherwise. ifefer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin4g of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional encLlneering responsibilityy solely Tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/T 11 Sec.2. For more information see these web sites:Alpine:al ine!tw.com•TPI:t inst.or •SBCA:sbcacom onents.com;ICC:tccsafe.or ;AWC:awc.org Earth City,Missouri 63046 SEAN:37813 GABL Ply: 1 Job Number: 210022 Cust:85040 JRef:1X9H50400004 T2 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1527.26800 Truss Label: T10G DLD / SLS 10/08/2021 1033/4" 207-1/2" 193-314" h 10.3314" F—233/4'—�—2 P� =4X4 H 12 o d Ft - -If E3 T 4 �M4 B N A O 1 1113X10(E3 T P13X10 E3) =5X5(3) =3X4 =5X5(E) 207-1n• F 1,+ 207-112" - 1, 207-1/2• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pt In PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): -0.003 M 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.004 M 999 180 N* 113 /- /- /48 /29 /12 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.005 C - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL 0.007 C N Br Width=247 Min Re Des Ld: 50.00 ( ) g q-- Mean Height:24.59 ft BuildingCode: Creep Factor:2.0 Bearing B is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf p Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.101 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.041 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.211 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Lt Slider:2x6 SP#2;block length= 1.667' Rt Slider:2x6 SP#2;block length= 1.667' Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN0118 for OF gable wind bracing and other requirements. ER y Fasten rated sheathing to one face of this truss. of Applies only at the Gable ends. r v z u.l • B1B41'� (` FFSS10�� 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an fabricating, r safety practices pnor to performing these functions. installers shall provide temporary bracingTer BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attacheSrigid ceilingg Locations shown for permanent lateral restraint o�webs shall have bracinfq installed per BCSI sections B3,B7 or B10, as applicable. AppT� lates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z fb s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the nmmam*wun truss in conformance with ANSI/1 PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawin ,indicates acceptance of professional enccLLlneenng responsibil�'ty solely or the design shown.The suitability and use of r Suite 242 drawing for any s�1ucture is the responsibility of the Building Designer perANSlffP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.orq Earth City,Missouri 63045 SEQN:37847 SPEC Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91150400004 T45 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1529.31980 Truss Label: T11 DU) / SLS 10/08/2021 5'4-91'16" _ 11.2-118• i_ 17'4• 5'4-9116• 5'31/2' 61-7/8• T17X88 ) 12 8 fo r 83X4 T A � 1 T2 } F =4X6(A2) T 1112X5 =3X4 d d, ' E 1 siyie 1�• 1T2-112• �1'� 5'1-1116• 112-118" 174• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.696 D 291 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.119 D 180 180 G 949 /- /- /446 /108 /245 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.259 C - - E 819 /- A /516 /118 A EXP:C Kzt:NA HORZ(TL): 0.417 C Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:21.09 ft NCBCLL: 10.00Building Code: Creep Factor:2.0 G Brg Width=4.5 Min Req= 1.5 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.684 E Brg Width=6.0 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf Bearings G&E are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.337 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.320 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/l0(0) Chards Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 201 -1075 D-E 187 -433 C-D 160 -794 Lumber Top chord:2x4 SP#1;T2 2x8 SP 2400f-2.OE; Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x4 SP#1; Webs:2x4 SP#3; Chords Tens.Comp. F-D 818 0 Plating Notes (-)1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. B-G 222 -910 B-F 773 -45 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Left cantilever is exposed to wind 0 N E IR f Z W Z • B1s41•{ l4� FESSIONP� )0/08/2021 -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fab'cat!n� handlin sh!pping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byv�PI an SBCAIl fo(safety practices pnor to performing these functions. Installers shall provide tempora rryy bracing per BCSI.Unless noted olherw!se,top ch rd shall have proper)y attached structure)sheathing and bottom chord shall have a propefly attachetl rlpid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above a❑d on thg Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the n+rwmnwury truss in conformance with ANSI 1, or for handling, shipping,,installation and bracincgl of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing,indicates acceptance of professional en Ineenng responsibili�y solely or the design shown.The suitability and use of this Suite 242 drawing for any scture is the responsibility of the Building�esigner per ANSI/T 11 Sec.2. For more information see these web sites:Alpine:al ine!tw.com;TPI:t inst.or 'SBCA:sbcacom onents.com;ICC:iccsafe.o ;AWC:awc.org Earth City,Missouri 63045 SEQN:37815 SPEC Ply: 1 Job Number: 210022 Cust:R5040 JReP.1X9H50400004 T82 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1529.35660 Truss Label: T12 DLD / SLS 10/0812021 1111.5X3 B 12 8 m r -v 03X4 A T 1LJ CE 1111.5X3 II .5X4 5.6" 5.6" r 5,6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.23.1 Ce:1.0 VERT(LL): 0.001 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 180 D 286 /- /- /150 /- 196 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 B - - E 285 /- /- /170 /78 /- EXP:C Kzt:NA HORZ(TL 0.003 B Wind reactions based on MWFRS Des Ld: 50.00 ) Mean Height:23.33 ft BuildingCode: Creep Factor:2.0 D Brg Width=4.5 Min Req=1.5 NCBCLL: 10.00 TCDL:5.0 psf E Br Width=6.0 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.751 9 Bearings D&E are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.349 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.228 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE I VIEW Ver:21.01.00A.0324.17 Lumber Top chord:20 SP#2; Bot chord:20 SP#2; Webs:20 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OF at � V W = W z O 01641 TES SIO�A� 10/08/2021 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA toy safety practices prior to performing these functions. Installers shall provide tempora bracing bracing per BCSI.Unless noted otherwise,top cNrd shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildinl1Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the �,�,,,�,,.,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses., A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en rneenng responsibili_tvv solely-for the design shown.The suitability and use of flus Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TP1 1 Sec.2. For, more information see these web sites:Alpine:al ineitw.com TPI:t inst.or SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEQN:37816 SPEC Ply: 1 Job Number:210022 Cust:R5040 JRef:1X9H50400004 T58 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1529.37817 Truss Label: T12A DLD / SLS 10/08/2021 1111.5X3 B jAA iD o� v r� 0 T N 1 D E 1111.5X3 1112.5X4 5'4-1/2" 5'4-1/2" 64-1/2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.001 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 180 D 280 /- /- /146 /- /94 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 B - - E 279 /- !- /166 /78 /- EXP:C Kzt:NA TL HORZ 0.002 B Wind reactions based on MWFRS Des Ld: 50.00 ( ) Mean Height:23.37 It NCBCLL: 10.00Building Code: Creep Factor:2.0 D Brg Width=- Min Req=- TCDL:5.0 psf IRC 2015 Max TC CSI: 0.714 E Brg Width=6.0 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.331 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.214 Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. OF N ER YO h y a LU FESS11 10/08/2021 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anNISBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSt.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for of lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face o truss and position as shown above and on the Joint petails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional enlo,eenng responsibilit�yr solelyTor the design shown.The suitability and use of t�1is Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSIfTP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:37818 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T4 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1529.43513 Truss Label: T13G DLD / SLS 10/08/2021 8 16' i1 I T -4X4 11DAW 1�"I (rrP) 12 12 a m2x3 m2x3 T A K 1 T L oz mz.5x4 1616,' F' I 16• r l Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.007 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.009 F 999 180 L* 120 /- /- /56 128 /20 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.106 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL L B Width=192 Min Req Des Ld: 50.00 ( ) 0.144 B =" Mean Height:25.32 ft NBuildingCode: Creep Factor:2.0 Bearing T is a rigid surface. Soffit: 10.00 TCDL:5.0 psi IRC 2015 Max TC CSI: 0.123 Members not listed have forces less than 375# Sooffit: 2.00 BCDL:5.0 psf Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.142 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.248 Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) A-F 461 -227 F-K 461 -233 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Maximum Gable Forces Per Ply(Ibs) Lumber Gables Tens.Comp. Top chord:2x4 SP#2; F-P 0 -599 Bot chord:2x4 SP#2; Webs:2x4 SP#3; Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OF N Additional Notes Gj'�QtA ER y� See DW GS All 4030 ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. 0) Zw r • 61641' FESSIO�P�' 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bY TPI an fabricating, r safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top cWd shall have proper)%attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. k er to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the mmvmer*xr truss in conformance with ANSI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibilit solely-for the design shown.The suitabilityand use of t�tis Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSlf 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:37817 COMN Ply: 1 Job Number: 210022 Gust:R5040 JRef.1X9H504000D4 T3 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1529.39950 Truss Label: T13 DLD / SLS 10/08/2021 4' 6' 12' 16• -f- 4� c4G 12 3X4 i B%4 p 12 m1.5X3 01.6X3 A E T 1 G FI 1112.5X6 =3X8 1112.5X6 18' e' 6' 16' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 P VERT(LL):VERT LL: Speed: 130 mph Pf:23.1 Ce:1.0 0.017 G 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.030 G 999 180 H 866 /- /- /426 /202 /262 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 E - - 1 866 !- /- /426 /202 /- EXP:C Kzt:NA HORZ TL 0.021 E - Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:25.82 ft ( ) NCBCLL: 10.00Building Code: Creep Factor:2.0 H Big Width=6.0 Min Req=1.5 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.286 1 Brg Width=6.0 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf Bearings H&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.639 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.589 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpt:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 308 -718 C-D 308 -718 Lumber Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(lbs) Bot chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp. Webs:2x4 SP#3; H-G 535 -148 G-F 535 -87 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section 301.5. H-B 122 -784 D-F 122 -784 Wind C-G 480 -299 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Eq fo VO � 1J Z a1e41-. SS(O��P�" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI and'SBCA)fe'r safety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have Froper)y attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for of lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �, a�, truss in conformance with ANSI 1, or for handling, shipping,•installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional an4g1�neering responsibili�v solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSIfr_%l 1 Sec.2. For more information see these web sites:Alpine:al ine!tw.com•TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.or •AW C:awc.o Earth City,Missouri 63045 SEAN:57036! COMN Ply: 2 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T12 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1516.13403 Truss Label: GT13 / SLS 10/08/2021 2 Complete Trusses Required ' 41134• + I /4• 16 4'34• A&4 &10.15 • 4 65X6 4X6 12 /46%6 G 12 W5 =6X6 6X6 A E T 1 J I H G FK 1114X8 65X8 6T%6 WS%8 64X8 16' 4'1314' 4'1314• T10.1/4• f 5'10.1/4• + 8' I 12'131d• + 16' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:Il PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 125 mph Pf:23.1 Ce:1.0 VERT(LL): 0.072 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.119 H 999 180 J 6046 P /- 1- /710 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.033 B - - K 6129 P /- /- /717 P EXP:C Kzt:NA HORZ TL 0.055 B Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:25.82 It ( ) NCBCLL:0.00Building Code: Creep Factor:2.0 J Brg Width=6.0 Min Req=3.6 TCDL:5.0 psf K B Width=6.0 Min Req=3.6 Soffit: 2.00 BCDL:5.0 sf IRC 2015 Max TC CSI: 0.492 P Bearings J&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.729 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.909 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.028.0122.16 A-B 372-3129 C-D 281 -2309 B-C 281 -2309 D-E 373 -3140 Lumber Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x6 SP#1; Webs:2x4 SP#3;W5 2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp. I-H 2130 -246 H-G 2137 -247 Nailnote Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 4.50"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. A-J 333-2751 H-D 103 -869 Use equal spacing between rows and stagger nails A-1 2189 -249 D-G 1091 -78 in each row to avoid splitting. I-B 1075 -77 G-E 2196 -250 Special Loads B-H 102 -858 E-F 334 -2761 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.1.15) C-H 2995 -303 TC:From 88 plf at 0.00 to 88 plf at 16.00 BC:From 10 plf at 0.00 to 10 plf at 16.00 BC:1515 Ib Conc.Load at 2.06,4.06,6.06,8.06 10.06,12.06,14.06 Wind Wind loads and reactions based on MWFRS. SOF End verticals not exposed to wind pressure. ER 1'D BUILDING DESIGNER SHALL BE RESPONSIBLE a� FOR p /z THE DESIGN OF THE SUPPORTS AND THE 07 z pC TRUSS CONNECTIONS TO THE SUPPORTS TO to RESIST THE FORCES SHOWN. Z .491641- SS(ONP�" **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component S fety Information,by TPI an fabricating, fety practices pnor to performing these functions. Installers shall provide temporary bracing er BG�SI.Unless noted otherwise,top chord shall have roper)y attached structural sheathing and bottom chord shall have a properly attacheshild ceiling Locations shown for permanent lateral res�raint of webs shall have bracinfq installed per BCSI sections B3,B7 or B10, as applicable. Apply pplat s to each face o truss and positiott as shown above and on the Join Details, unless noted otherwise. Ileferto ALPINE drawings 160A-Z for stan�ard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnW[JylpAfn truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa Qa 514 Earth City Expressway listing this drawing indicates acceptance of professional encLineenng responsibilityy solely-for the design shown.The suitabil' and use of ftlis Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSI/TP1 1 Sec.2. For more information see these web sites:Alpine:ai ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.or :AWC:awc.org Earth City,Missouri 63045 SEQN:37821 GABL Ply: 1 Job Number:210022 Cust:85040 JRef:1X9H50400004 T89 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1530.15957 Truss Label: T14G DLD / SLS 10/08/2021 T10.12° i 155" r 710.12° T10-1/2° =4X4 (n,P) G 12 8 to zo n �3XC4 K4 m B L T A M 1 1113X5(E(3)3 =5X(E E3) 155" 1,+ 155° _ T 15'9° Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:[[ PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): -0.001 K 999 240 'Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 H 999 180 L* 115 /- /- /49 /28 /12 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.003 C - - Wind reactions based on MWFRS EXP:C Kzt:NA Des Ld: 50.00 ) 0.004 C L Brg Width=189 Min Req=- Mean Height:23.78 ft HORZ(TL NCBCLL: 10.00 TCDL:5.0 psi Building Code: Creep Factor:2.0 Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psi IRC 2015 Max TC CSI: 0.101 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.115 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Lt Slider:2x6 SP#2;block length= 1.667' Rt Slider:2x6 SP#2;block length= 1.667' Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. ,��OF y Fasten rated sheathing to one face of this truss. �'�P��ta ER O Applies only at the Gable ends. 2 Lul •81647 1010819091 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh�p!ng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,bY TPI and'SBCA) r sa ety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properr attached structural sheathing and bottom chord shall have a properly attached rigid ceilingg Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. gqpply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {fefer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildi%gomponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmvconwner truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawin indicates acceptance of professional engmeenng responsibili��vy solely-for the design shown.The suitability and use of tris Suite 242 drawing for any stgructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 ` SEQN:37819 COMN Ply: 1 Job Number: 210022TD t:R5040 lRef:1X9H504000114 T90 FROM: Qty: 9 1485 Park View Lane No: 281.21.1530.10297 Truss Label: T14 / SLS 10/08/2021 4'0.314' 7'10-112' 11'8-114• 15'8• r 4'0-314' 3'9-314' + 3'9-314' I 4'0-314' —, =4X4 E 12 81.5X3 "-3X8103X g D P s'+ 03X`4 B T tiTX10 (E3)3) XX55 EE 15'9' T5 7'5' �1'� r1a-vz• '(" 15'3-trz• F-1'') q/2' 5-112' 12' 159• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSi Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct 1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.027 J 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.047 J 999 180 B 908 /- /- /441 /223 /190 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 H - - K 908 /- A /441 /223 /- EXP:C Kzt:NA TL HORZ 0.025 H Wind reactions based on MWFRS Des Ld: 50.00 ( ) Mean Height:23.78 It Building Code: CreepFactor:2.0 B Brg Width=4.5 Min Req=1.5 NCBCLL: 10.00 TCDL:5.0 psf K Br Width=4.5 Min Re 1.5 Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.225 g q= P Bearings B&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.587 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.171 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01,00A.0324.17 B-C 310-1054 E-F 275 -774 C-D 290 -963 F-G 289 -963 Lumber D-E 275 -774 G-H 309 -1054 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Maximum Bot Chord Forces Per Ply(Ibs) Lt Slider:2x6 SP#2;block length= 1.667' Chords Tens.Comp. Chords Tens. Comp. Rt Slider:2x6 SP#2;block length= 1.667' B-J 731 -143 J-H 731 -144 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(Ibs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. 301.5. E-J 414 -177 Wind Wind loads based on MWFRS with additional C&C member design. OF Eq yo z c°Cir SSIO�P�" )0/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh�ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an fabricating, r sa ety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and positio as shown above and on the JoinTDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to job s deneral Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/ PI 1, or for handling, shipping,,installation and bracin4 of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawin Indicates acceptance of professional encrmeering responsibility sole) -for the design shown.The suitabili and use of this Suite 242 drawing for any stgructure is the responsibility of the Building Designer per ANSI/TPI 1 Sc.2. For more information see these web sites:Alpine:al ineitw.com'TPI:t inst.or 'SBCA:sbcacom onents.com'ICC:iccsafe.o 'AWC:awc.ong Earth City,Missouri 63045 SEAN:37820 COMN Ply: 1 Job Number: 210022 Gust:R5040 JRef:1X9H50400004 T94 FROM: Qty: 4 1485 Park View Lane DrwNo: 281.21.1530.13750 Truss Label: T14A DLD / SLS 10/08/2021 a'0-31a' r10-y2• 1re-ya° T.M.314• 3'9�/a' 3.9-314• 0-314 � =4X4 D XA 1.E3 G T 1 1113X50((313) =3X8 =5X5(VIT) X5 E 15'9" i TS• _i_ 7-5' r' 7'10-1f2' 15'3-112" ,S1J2' 5 5-V2" 1' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.026 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 H 999 180 A 819 /- /- /380 /199 /152 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 G - - G 819 /- /- /380 /199 /- EXP:C Kzt:NA Des Ld. 50.00 Mean Height:24.11 ft HORZ TL ( ): 0.024 G Wind reactions based on MWFRS Building A B Width=- Min Req=- NCBCLL: 10.00 g Code: Creep Factor:2.0 r9 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.218 G Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.589 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.178 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCp!:0.18 Plate Type(s): A-B 264-1070 D-E 261 -785 Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 274 -976 E-F 274 -976 Lumber C-D 261 -785 F-G 264 -1070 Top chord:2x4 SP#2; Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x4 SP#2; Webs:2x4 SP#3; Chords Tens.Comp. Chords Tens. Comp. Lt Slider:2x6 SP#2;block length= 1.667' A-H 747 -163 H-G 747 -163 Rt Slider:2x6 SP#2;block length= 1.667' Loading Maximum Web Forces Per Ply(Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. bottom chord live load applied per IRC-15 section D-H 430 -169 301.5. Wind Wind loads based on MWFRS with additional C&C member design. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. OF 0�P v�N E q y0 % `Z LU -stO�P�" 10/08/2021 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling sh Aping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an 'SBCA or safety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ovherwise,top ch�rd shall have proper%%attached structural sheathing and bottom chord shall have a properly as alp tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lat s to each face of truss and position as shown above and on the Join Details, unless noted otherwise. flefer to ALPINE drawings 160A-Z for s%andPard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nrrtwoo wun truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover paTe 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibilityy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al !neitw.com'TPI:t !nst.or 'SBCA:sbcacom onents.com"ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEQN:56960/ SY42 Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T15 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1516.11165 Truss Label: F2-2A / SLS 10/08/2021 12'11-1/2" 147-1/ 20'4-1/2" 26'6" 12'11-1/2" + 1'8" " 5'9" 61-1/2" I-- 26"-Io--2'�P) 2'4-3/4" -{ f"-1/--I I--1/--I I-2'6"-f--r6" =11115X6 ==W=2.5X4 _ =W==2.5X4 1114X4 �� airz• AI A3 —666 —5X8 —5X5 —5X6 F —4G H 14X5 1113X4 L=7X6 —6X1 2 =6X80 � W2 rz• AH AG AF AE AD AC ABAA Z Y X WV U T S R Q P 1112.5X4=6X8 =6X6 =5X6 =5X5 1114X6 =W=110310 1113X4 =6X6 =6X12 =6X12 W=H0310 =4X4 1113X4 1112.25X5 26'6" 7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.497 H 629 625 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.751 H 416 360 AH 1162 Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.056 P - - P 1665 /- EXP:NA Kzt:NA HORZ TL 0.084 P AH Bi Width=6.0 Min Re 1.5 Des Ld: 55.00 ( ) g q Mean Height:NA ft Building Code: Creep Factor:2.0 P Brg Width= Min Req=- NCBCLL: 10.00 TOOL:NA psf Bin AH is a rigid gid surface. Soffit: 2.00 BCDL:NA psf IRC 2015 Max TC CSI: 0.325 g Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.647 Maximum Top Chord Forces Per Ply(Ibs) Spacing:16.0" C&C Dist a:NA ft Rep Fac:Varies by Ld Case Max Web CSI: 0.997 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) I:NA GCpi:NA Plate Type(s): A-B 0-1301 H-1 0 -8209 Wind Duration:NA WAVE HS VIEW Ver:19.02.028.0122.16 B-C 0-3551 I-J 0 -8209 C-D 0-5429 J-K 0 -8296 Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE D-E 0-6787 K-L 0 -7851 Top chord:4x2 SP 2400f-2.OE; FOR E-F 0-7781 L-M 0 -7598 Bot chord:4x2 SP 2400f-2.OE; THE DESIGN OF THE SUPPORTS AND THE Webs:4x2 SP#3;W29 42 SP#2; TRUSS CONNECTIONS TO THE SUPPORTS TO F-G 0-7781 M-N 0 -5186 RESIST THE FORCES SHOWN. G-H 0-8207 N-0 0 -1805 Special Loads ----(Lumber Dur.Fac=1.00/Plate Dur.Fac=1.00) Maximum Bot Chord Forces Per Ply(Ibs) TC:From 67 plf at 0.12 to 67 plf at 26.50 Chords Tens.Comp. Chords Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 26.50 AG-AF 2537 0 Y-X 8207 0 TC: 892 Ib Conc.Load at 20.38 AF-AE 4587 0 X-W 8422 0 Plating Notes AE-AD 4587 0 W-V 8422 ( 0 AD-AC 6212 0 V-U 8422 0 All plates are 2X5 except as noted. AC-AB 7372 0 U-T 8163 0 Loading AB-AA 7372 0 T-S 7733 0 AA-Z 7372 0 S-R 6735 0 Bottom chord checked for 10.00 psf non-concurrent Z-Y 8197 0 R-Q 3603 0 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL:LL:0.50"DL:0.27".See detail -915 DEFLCAMB1014for camber recommendations. S�P��N A-AI 0-1145 X-J 369 -753 Additional Notes o� ¢ A-AG 1687 0 K-T 115 -413 AG-B 0-1635 L-S 0 -1177 +2x6 continuous strongback.See detail rq z B-AF 1342 0 S-M 1438 0 STRBRIBR1014 for bracing and bridging L" AF-C 0-1343 M-R 0 -2050 recommendations. Deflection estimate assumes composite action with C-AD 1092 6 R-N 2094 0 P � AD-D 0-1036 N-Q 0 -2380 single layer of the appropriate span rated glue-nailed 8164'1'% �� D-AC 760 0 Q-0 2384 0 wood sheathing. FF$S(D�P� AC-E 0 -759 O-P 0 -1666 Truss must be installed as shown with top chord up. E-Z 718 0 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin sh! ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byy TPI an SBCA)fo'r safM practices poor to performing these functions. Installers sh II provide tempora bracing per BCSI.Unless noted otherwise,top chord shall Have proper)%attached structural sheathing and bottom cho shall have a properly attached ri4id ceiling Locations shown for permanent lateral restraint of webs shall have bracin�installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face oP truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinQQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nr�nwroswauv truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingg of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawing indicates acceptance of professional encLmeering responsibilittyy solely or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TP1 1 Sec.2. For more information see these web sites:All ine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEQN:37842 COMN Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T81 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1530.24940 Truss Label: T15 DLD / SLS 10/08/2021 2'7-1!2" 5'45/8" =4X4 B 12 12 V sr2.5X4 IN-2.5X4AT io T iLil F =3X8 G D 1112X4 _ 1112X4 411-318" 2'9-118" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,P1in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.003 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.004 E 999 180 F 431 /- /- /- /32 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - G 295 /- /- /18 /- EXP:C Kzt:NA HORZ 0.000 A - D 208 /- /- /- /47 /- Des Ld: 50.00 (TL) Mean Height:23.20 It BuildingWind reactions based on MWFRS NCBCLL: 10.00 TCDL:5.0 psf Code: Creep Factor:2.0 Soffit: 2.00 IRC 2015 Max TC CSI: 0.102 F Brg Width=4.5 Min Req=1.5 BCDL:5.0 psf G Brg Width=1.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.125 D Brg Width=4.5 Min Req=1.5 Spacing:16.0" C&C Dist a:3.00 It Rep Fac:Varies by Ld Case Max Web CSI: 0.099 Bearings F,G,&G are a rigid surface. Loc.from endwali:not in 9.00 It FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 IWAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x6 SP#2; Webs:2x4 SP#3; Special Loads ----(Lumber Dur.Fac.1.15/Plate Dur.Fac=1.15) TC:From 59 pif at 0.00 to 59 pif at 5.39 BC:From 13 plf at 0.00 to 13 pif at 1.81 BC:From 7 plf at 1.81 to 7 pif at 3.81 BC:From 13 plf at 3.81 to 13 pif at 5.39 BC: 280 Ib Conc.Load at 1.81,3.81 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. OF BUILDING DESIGNER SHALL BE RESPONSIBLE �'�P V%N ER r FOR `t THE DESIGN OF THE SUPPORTS AND THE o TRUSS CONNECTIONS TO THE SUPPORTS TO m > RESIST THE FORCES SHOWN. z LU 8164'1'{ ��► FFSS10�►P� 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshi p!ng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safet�practices poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall Have roper)%attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinfq installed per BCSI sections B3,B7 or B10, as applicable. AppT v�plates to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z fol standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Bu!ldinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M,Co,,,,_ truss in conformance with ANSI 1, or for handling, shipping,,installation and bracin4 of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawin indicates acceptance of professional en meenng responsibilit,�solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/T 11 Sec.2. For, more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEQN:37843 HIPM Ply: 1 Job Number: 210022 Cust:R5040 Aef:1X91-150400004 T57 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1524.03270 Truss Label: M1 OLD / SLS 10/08/2021 8' =C 6 1112X44 I 12 12 17 `a D - d 02Me v 4, B T A 1 F E 1112X5 =2.5X4 1112.5X6 8' 8' Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.009 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.016 F 999 180 G 994 /- /- /- /186 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 E - - E 1192 /- /- /- /255 !- EXP:C Kzt:NA HORZ TL 0.004 E Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00Building Code: Creep Factor:2.0 G Brg Width=6.0 Min Req=1.5 TCDL:5.0 psf E Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0 sf IRC 2015 Max TC CSI: 0.821 P Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.508 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 It FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 183 -920 Lumber To chord:2x4 SP#2;T2 2x4 SP#1; Maximum Bot Chord Forces Per Ply(lbs) P Chords Tens.Comp. Bot chord:2x4 SP#2; Webs:2x4 SP#3; F-E 563 -108 Special Loads ----(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) Webs Maximum Teneb es Per bs(IbTens. Comp. TC:From 88 plf at -1.00 to 88 plf at 3.67 TC:From 44 plf at 3.67 to 44 plf at 8.00 B-G 200 -978 C-E 159 -823 BC:From 6 plf at -1.00 to 6 plf at 0.00 B-F 564 -109 D-E 148 -421 BC:From 20 plf at 0.00 to 20 plf at 3.69 BC:From 10 plf at 3.69 to 10 plf at 8.00 TC: 524 Ib Conc.Load at 3.69 TC: 229 Ib Conc.Load at 5.73,7.73 BC: 246 Ib Conc.Load at 3.69 BC: 117 Ib Conc.Load at 5.73,7.73 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. OF Y Wind SCP y�N ER �O Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. r+ yo In lieu of structural panels use purlins to brace % all flat TC @ 24"oc. _ BUILDING DESIGNER SHALL BE RESPONSIBLE OR61644 �C? THE DESIGN OF THE SUPPORTS AND THE oll TRUSS CONNECTIONS TO THE SUPPORTS TO F�SSi�� RESIST THE FORCES SHOWN. 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an0'SBCA) r safety practicesfor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply ates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,m,�,,,,u,,, truss in conformance with ANSA I PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing]or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enteating responsibilityy solelygor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ine!tw.com•TPI:t inst.or ;SBCA:sbcacom onents.comm ICC:iccsafe.or 'AWC:awc.oM Earth City,Missouri 63045 SEAN:37799 HIPM Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91-150400004 T59 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1524.15140 Truss Label: M2 DLD / SLS 10/08/2021 =4C4 II11.5XX3 Z12.5X6 ZD jK zD 1 FE 1=4 =3X4 1112.5X6 4112' 3'3-12' 1"f' 4'8.'8.1/2' } 8' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.003 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.005 F 999 180 G 533 /- /- /295 /- /168 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 D - - E 427 /- /- /232 /118 /- EXP:C Kzt:NA HORZ(TL) 0.003 D Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:15.00 ft Building Code: Creep Factor:2.0 G Brg Width=6.0 Min Req=1.5 NCBCLL: 10.00 TCDL:5.0 psf E Brg Width=- Min Req=- Soffit: 2.00 IRC 2015 Max TC CSI: 0.650 BCDL:5.0 psf Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.196 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.254 Maximum Web Forces Per Ply(Ibs) Loc.from endwa!i:not in 9.00 ft FT/RT:20(0)/10(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-G 79 -492 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. In lieu of structural panels use purlins to brace QF all flat TC @ 24"oc. �Q� ER y at '� h * Z X el 641•j �FSS10�P� 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,byv TPI an fabricating, for safety practices pnor to performing these functions. Installers shall provide temporary bracingper SCSI.Unless noted otherwise,top chord shall have properr attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appy lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for s9andard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,nwco�a* truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracin44 of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enccL�meenng responsibilitt�vr solely for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or ;AWC:awc.orq Earth City,Missouri 63045 SEAN:37800 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRefAX9H50400004 T47 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1524.17733 Truss Label: M3 DLD / SLS 10/08/2021 Y 4' G3• T10."f 2I T F T3• 1 17-1/4 -4%d E F 12 12 a F 44,25%4 e T ca. A 1 K G J �25%d l_" W14 14,1.4,4.1 Yat 3/4' 1. 61114• T110.V0•� a- Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.002 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:varies VERT(CL): 0.003 E 999 180 K* 152 /- /- /75 /37 /45 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): -0.009 F - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ(TL 0.011 F - K Brg Width=96.0 Min Req=- Des Ld: 50.00 ) Mean Height:15.00 ft Building Code: Creep Factor:2.0 Bearing K is a rigid surface. NCBCLL: 10.00 p TCDL:5.0 psf IRC 2015 Max TC CSI: 0.213 Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Maximum Gable Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.069 Gables Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.163 Loc.from endwall:not in 10.00 ft FT/RT:20(0)/10(0) K-13 38 -383 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Plating Notes All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. ��OF !/y Additional Notes %IN ER See DWGS A14015ENC101014&GBLLETIN0118 for r b� gable wind bracing and other requirements. r7 r z LU Fasten rated sheathing to one face of this truss. 6t► Applies only at the Gable ends. - In lieu of structural panels use purlins to brace st 841{ all flat TC @ 24"o0. 9FSSIONP�� 10/08/2021 `*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an fabricating, r safety practices pnor to performing these functions. Installers shall provide temporarryY bracing per SCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a propefly attached hiid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint DDetails, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for stan and plate positions.Refer to jobs General Notes page for additional informabon. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the AN WCGMVANY truss in conformance with ANSI Q PI 1, or for handling, shipping,,installation and bracingp of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawin indicates acceptance of professional en meenn responsibility solely-for the design shown.The suitability and use of Pis Suite 2rt drawing for any structure is the responsibility of the Building�esign�r per ANSIITPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.o a AWC:awc.om Earth City,Missouri 63045 SEQN:37801 SPEC Ply: 1 Job Number: 210022 Gust:R5040 JRef:1X9H50400004 T85 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1524.37230 Truss Label: M4 DLD / SLS 10/08/2021 a'1-314• 1/2 a'tsia } 4'a-v4° Tsya. 'ax5 1112X4 D Z�� l T1 Q3X4 =2.5X6 1112.5X6 '� r BY0.7Y2' 1' 8'5' 85° 72' o-1, Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Ff.,23.1 Ce:1.0 VERT(LL): 0.006 F 999 240 Loc R+ !R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.010 F 999 180 G 569 /- A /290 /- /283 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.006 D - - E 476 /- / /365 /216 /- EXP:C Kzt:NA HORZ TL 0.008 C Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:15.27 ft ( ) NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor.2.0 G Brg Width=6.0 Min Req=1.5 p IRC 2015 Max TC CSI: 0.323 E Brg Width=3.5 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf Bearings G&E are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.728 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.388 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Webs Tens.Comp. Webs Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 G-C 117 -377 D-E 759 -841 Lumber -Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Rt Bearing Leg:2x6 SP#2; Bracing (a)Continuous lateral restraint equally spaced on member. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE Q��EN y TRUSS CONNECTIONS TO THE SUPPORTS TO G� y�N Ft RESIST THE FORCES SHOWN. r, mot % p, Z Lul •8164'f' �'� 1010800 1 �SSIO�P�" -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh! p!ng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch9rd shall have proper)%attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otheruvise. Defer to A LPI N E drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the wnwmmnxr truss in conformance with ANSI9 PI 1, or for handling, shipping,_installation and bracingn of trusses. A seal on this drawing or cover pagge� 514 Earth City Expressway listing this drawing indicates acceptance of professional enlu.eenng responsibili solely-for the design shown.The suitability and use of 91s Suite 242 drawing for any structure is the respons!blllty of the Building Designer per ANSI/T 1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or SBCA:sbcacom onents.com ICC:iccsafe.or AWC:awc.or Earth City,Missouri 63045 SEAN:37803 GABL Ply: 1 Job Number: 210022 Cust:R5040 JR&AX9H50400004 T40 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1525.07770 Truss Label: M5G DLD / SLS 10/08/2021 1'1I �—3' + 2' J (TYP) 12 2.5 2.5X4(B1) A B K 17' 17' 1' 17' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.001 1 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 1 999 180 K' 120 /- /- /46 /19 /7 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 1 - - Wind reactions based on MWFRS Des Ld: 50.00 EXP:C Kzt:NA HORZ(TL): 0.005 1 - - K Brg Width=204 Min Req=- Mean Height:15.00 ft Building Code: Creep Factor:2.0 Bearing B is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf Soffit: 2.00 IRC 2015 Max TC CSI: 0.142 Members not listed have forces less than 375# BCDL:5.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.053 Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Varies by Ld Case Max Web CSI: 0.050 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Snow drift loads have not been considered Bot chord:2x4 SP#2; because there is no tributary roof load from another Webs:2x4 SP#3; roof plane or this truss roof plane is far enough from the peak of an adjoining roof truss plane to have any Plating Notes impact on this roof truss. Nor does this truss have roof trusses. All plates are 1.5X3 except as noted. verified by the buimact ontilding er designer. This shall be Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. OF Additional Notes G �N Eft See DWGS A14015ENC101014&GBLLETIN0118 for gable wind bracing and other requirements. ti Fasten rated sheathing to one face of this truss. % ' Z W •et64'I•' tG�� + SS(1010812021 O�P�" V **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAW INGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an SBCA r safety practices pnor to performing these functions. installers shall provide temporaryry bracingper BCSI.Unless noted oytherwise,to ch rd shall have pro eriy attached structural sheathing and bottom chord shall have a propefly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicabble. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the numvmsw.xr truss in conformance with ANSI//Pi 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawingp indicates acceptance of professional en meering responsibilityy solely or the design shown.The suitability and use of this Suite 242 drawing for any sfructure is the responsibility of the BuildinggDesigner per ANSI/T 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.or AWC:awc.o Earth City,Missouri 63045 SEQN:37802 MONO Ply: 1 Job Number: 210022 Gust:R5040 JRef:1X9H50400004 T33 FROM: Qty: 13 1485 Park Vew Lane DrwNo: 281.21.1525.05333 Truss Label: M5 DLD / SLS 10/08/2021 7- 1/2" i 5'9-13/16" 11'4-15116" 16'8-1/2" 1¢',10-1/2' 5'9-13/16 57-1/16" 5'3-9116" 1113X4 T T2.5 0 =3p4 I N 1.55X3 r m 1 A B F 11 I = -XHG 4X2. 6(62) =2.5x64 17' 1, 87-3/8" 7'9-5/8" 87-3/8" 16'5" /2" 6 /2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.151 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.251 C 805 180 B 944 /- /- /397 /141 /107 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.029 H - - F 845 /- /- /346 /141 /- EXP:C Kzt:NA HORZ 0.048 H Wind reactions based on MWFRS Des Ld: 50.00 RL) Mean Height:15.00 It Building Code: Creep Factor:2.0 B Brg Width=4.5 Min Req=1.5 NCBCLL: 10.00 TCDL:5.0 psf F Brg Width=1.5 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.833 Bearings B&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.710 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.865 Maximum Top Chord Forces Per Ply(Ibs) Lac.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 689-2303 C-D 480 -1759 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord:2x4 SP#2; Chords Tens.Comp. Chords Tens. Comp. Bot chord:2x4 SP#1; Webs:2x4 SP#3; B-1 2200 -809 I-H 1246 -481 Rt Bearing Leg:2x4 SP#3; Loading Maximum Web Forces Per Ply(Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section C-1 302 -582 F-H 653 -209 301.5. I-D 609 -129 E-F 1265 -1337 D-H 489-1298 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. Snow drift loads have not been considered OF N because there is no tributary roof load from another �'tP � Eq yQ roof plane or this truss roof plane is far enough from the peak of an adjoining roof truss plane to have any r U - impact on this roof truss. Nor does this truss have % any impact on other roof trusses. This shall be ' z w verified by the building designer. SSIO�P� 10/08/2021 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ang SBCA r sa ety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted otherwise top ch�rd shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinQ installed per BCSI sections B3,B7 or 810, as applicable. Apply lates to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. 96fer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Build!n Components Group Inc.shall not be res onsible for any deviation from this drawing,any,failure to build the MMCDecu+r truss in conformance with ANSI/ PI 1, or for handling, shipping,,installa�on and bracin4 of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawin indicates acceptance of professional en Ineerrng responsibility solelyTor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/TY1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.o AWC:awc.org Earth City,Missouri 63045 SEAN:37804 MONO Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T25 FROM: city: 7 1485 Park View Lane DrwNo: 281.21.1526.23627 Truss Label: M6 DUD / SLS 10/08/2021 57 10'6"_ r 63" } 57 J 1111.5X3 D 12 4 p 1.5X3 C N V B IA E III 6(G1) 1112.5X6 1 10'4-1/2" 10'4-1/2" 11/2" A'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.23.1 Ce:1.0 VERT(LL): 0.010 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.017 C 999 180 B 614 P P /318 /30 /69 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 B - - E 530 /- P /272 /36 P EXP:C Kzt:NA HORZ 0.023 B Wind reactions based on MWFRS Des Ld: 50.00 (TL) Mean Height:15.00 it Building Code: Creep Factor:20 B Brg Width=3.0 Min Req=1.5 TCDL:5.0 ps NCBCLL: 10.00 9 . f E Brg Width=1.5 Min Req=- Soffit: 2.00 BCDL:5.0sf IRC 2015 Max TC CSI: 0.531 P Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.442 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.449 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 132 -784 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord:2x4 SP#2; Bot chord:2x4 SP SS; Chords Tens.Comp. Webs:2x4 SP#3; B-E 688 -224 Lt Stub Wedge:2x4 SP#3; Loading Maximum Web Forces Per Ply(Ibs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. bottom chord live load applied per IRC-15 section C-E 243 -729 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE AND THE TRUSS CONNECTIONS TO TOHE SUPPORTS TO .`P�E4 ER Y RESIST THE FORCES SHOWN. R % z 2 Lul • 61847`'+, �_� �7st 10/08/2021 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shIgping,installing and bracing.• Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an 'SBCA fo'r sa ety pract!ces pnor to performing these functions. Installers shall provide temporary bracln per BCSI.Unless noted o)herwise,top ch rd shall have proper)y attached structural sheathing and bottom chord shall have a properly attach�d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z far standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be res onsible for any deviation from this drawing,any,failure to build the nxmvco wav truss in conformance with ANSI/TPI 1, or for handling, shipping,,installa[lon and braclnq of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional an ineenng responsibilit sole) Tor the design shown.The suitability and use of Otis Suite 242 drawing for any structure is the responsiblldy of the Buildingl esigner per ANSINI 1 S�c.2. For, more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or SBCA:sbcacom onents.com ICC:iccsafe.or AWC:awc.or Earth City,Missouri 63045 SEAN:37805 MONO Ply: 1 Job Number: 210022 Cust:R5040 JRef lX9H50400004 T70 FROM: Qty: 18 1485 Park View Lane DrwNo: 281.21.1526.33860 Truss Label: M7 DLD / SLS 10/08/2021 4' 8' 4' 4' III 1.5XD3 12 4 � 1.5X3 C A "v B -o A eo E 1112.5X6(G1) 1112.5X4 1 i 8' 8' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.008 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.013 C 999 180 B 495 /- /- /258 /62 /86 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 E - - E 399 /- /- /206 /74 /- EXP:C Kzt:NA TL HORZ 0.011 B Wind reactions based on MWFRS Des Ld: 50.00 ( ) Mean Height:15.00 ft Building Code: Creep Factor:2.0 B Brg Width=3.0 Min Req= 1.5 NCBCLL: 10.00 p TCDL:5.0 psf E Big Width=1.5 Min Req=- Soffit: 2.00IRC 2015 Max TC CSI: 0.285 BCDL:5.0 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.560 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.205 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 117 -579 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord:2x4 SP#2; Chords Tens.Comp. Bot chord:2x4 SP#2; Webs:2x4 SP#3; B-E 504 -196 Lt Stub Wedge:2x4 SP#3; Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. bottom chord live load applied per IRC-15 section C-E 211 -532 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE ��QF N TRUSS CONNECTIONS TO THE SUPPORTS TO ER y0 RESIST THE FORCES SHOWN. ti Snow drift loads have not been considered r po because there is no tributary roof load from another , z 0= roof plane or this truss roof plane is far enough from W the peak of an adjoining roof truss plane to have any = impact on this roof truss. Nor does this truss have any impact on other roof trusses. This shall be et 84q•� �a verified by the building designer. $IO�P 10/08/2021 ••WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporaryry bracinger BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a propefly attachc�ri,lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for Andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildinct Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mn aouaauv truss in conformance with ANSI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional en pr_,eering responsibility solelyor the design shown.The suitability and use of Cis Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSVTPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com-TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.o ;AWC:awc.org Earth City,Missouri 63045 SEAN:37806 HIPM Ply: 1 Job Number: 210022 Cust:R 5040 JRef:1X9H50400004 T75 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1526.37213 Truss Label: M8 DLD / SLS 10/08/2021 7' 8' r- 7 1, 1112X3 _qC4 T2 D 12 4 p in B IA F E 1112.5X6(G1) 1111.5X31112X4 8' 71-3/4" 7'1-3/4" 1�. 8' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct 1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.096 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.158 F 608 180 B 528 /- /- /258 /65 /76 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.055 C - - E 399 /- /- /196 /71 /- EXP:C Kzt:NA HORZ TL 0.090 C Wind reactions based on MWFRS Des Ld: 50.00 ( ) Mean Height:15.00 ft Building Code: Creep Factor:2.0 B Brg Width=3.0 Min Req=1.5 NCBCLL: 10.00 p TCDL:5.0 psf IRC 2015 Max TC CSI: 0.586 E Brg Width Min Req=- Soffit: 2.00 BCDL:5.0 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.714 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.423 Loc.from endwall:not in 4.50 It FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP SS;T2 2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Lt Stub Wedge:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. OF N 4.,M ER �O 14 9 Z LU 01-1 SSI10/08/2021 pNP� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracingser BCSI.Unless noted otherwise,top ch shall have property attached structural sheathing and bottom chord shall have a properly attache�ri91d ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Joirlf9petails, unless noted otherwise. k6fer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u+nwcoMvun truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enpmeenng responsibility sole) Tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSI/TY1 1 S c.2. For more information see these web sites:Alpine:al ineitw.com• Pl:tpinst.or_q;SBCA:sbcacomponents.com:ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEAN:37844 HIPM Ply: 1 Job Number: 210022 Cust:85040 JRef.1X9H50400004 T55 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1526.57793 Truss Label: M9 DU] / SLS 10/08/2021 i 5' 8' 5' f 3' =5X6 III 1.5X3 12 C D 4 � v B CV F E III X6(G1) 1111.5X3 1113X4 1 5'1-3/4" 2'8-3/4" i 5'1-3/4" 7'10-1/2" 1 1/2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct 1.1 CAT:II PP Deflection in loc Udell IJ# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pt 23.1 Ce:1.0 VERT(LL): 0.015 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 F 999 180 B 714 /- /- 1- /112 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 E - - E 917 /- /- /- /129 /- EXP:C Kzt:NA TL HORZ 0.011 E - Wind reactions based on MWFRS Des Ld: 50.00 ( ) Mean Height 15.00 It Building Code: Creep Factor:2.0 B Brg Width=3.0 Min Req=1.5 NCBCLL: 10.00 TCDL:5.0 psi E Br Width=1.5 Min Req=- Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.519 g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.356 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.310 Members not listed have forces less than 375# Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 B-C 142-1041 Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE Top chord:2x4 SP#2; FOR Maximum Bot Chord Forces Per Ply(Ibs) Bot chord:2x4 SP#2; THE DESIGN OF THE SUPPORTS AND THE Chords Tens.Comp. Chords Tens. Comp. Webs:2x4 SP#3; TRUSS CONNECTIONS TO THE SUPPORTS TO B_F 908 -112 F-E 929 -108 Lt Stub Wedge:2x4 SP#3; RESIST THE FORCES SHOWN. Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.1.15/Plate Dur.Fac.1.15) Webs Tens.Comp. TC:From 81 pif at -1.00 to 81 plf at 5.00 C-E 134-1141 TC:From 41 pif at 5.00 to 41 pif at 8.00 BC:From 4 plf at -1.00 to 4 pif at 0.00 BC:From 20 pif at 0.00 to 20 pif at 5.01 BC:From 10 pif at 5.01 to 10 pif at 7.88 TC: 391 Ib Conc.Load at 5.01 TC: 181 Ib Conc.Load at 7.06 BC: 224 Ib Conc.Load at 5.01 BC: 94 Ib Conc.Load at 7.06 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. 0 N Wind �'� �ts ER �0 Wind loads and reactions based on MWFRS. r z Right end vertical not exposed to wind pressure. ah r Additional Notes Provide hanger or special connection at bottom chord. The TC of this truss shall be braced with attached Fjr$S�Q�1P�' spans at 24"oc in lieu of structural sheathing. 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA fo'r safety practices Hor to performing these functions. installers shall provide temporarryv bracing per BCSI.Unless noted otherwise,top ch�rd shall have proper)y attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the -a truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawi �, ng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en"c�Neering responsibilityy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/T 11 Sec.2. For, more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:1ccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEQN:37798 MONO Ply: 1 Job Number: 210022 Cust:R5040 JRef1X9H50400004 T71 FROM: Qty: 6 1485 Park View Lane DrwNo: 281.21.1524.12310 Truss Label: M10 OLD / SLS 10/08/2021 D 12 1111.5 C3 4 iV co N B _I I tE 1112.5X6(G1) 1112X5 1' 64-1/2" 64-1/2" 11/2" a Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc t/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.23.1 Ce:1.0 VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA B 329 /- /- /180 /30 /81 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 C E 480 P /- /201 /105 /- EXP:C Kzt:NA HORZ(TL) 0.011 C Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:15.00 ft B B Width=3.0 Min Req=1.5 NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 r9 p E Brg Width Min Req=- Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.448 gearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.279 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.120 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:20(0)110(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 E-C 299 -414 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Lt Stub Wedge:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO ER yD RESIST THE FORCES SHOWN. 1 r oO •� Z LLL 61641` S$IO�A�" -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh�p!ng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) sa ety practices poor to performing these functions. installers shall provide temporarryy _ bracing per BCSI.Unless noted otherwise,top chord shall have proper)%attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppT Oates to each face of truss and position as shown above and on the Join Pete unless noted othervvise. Refer to A IPL NE drawings 160A-Z fo�s�andard plate positions.Refer to job's General Notes page for additional inDormaticn. Alpine,a division of ITW BuildinQQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u+mvmwnxr truss in conformance with ANSI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawin indicates acceptance of professional en meenng responsibili_$solely Tor the design shown.The suitability and use of Phis Suite 242 drawing for any s ructure is the responsibility of the Building�esigner per ANSI/T 1 1 Sec.2. For more information see these web sites:Alpine:al ine!tw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEQN:56804/ FLAT Ply: 2 Job Number: 210022 Cust:R5040 JRef.1X9H50400004 T51 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1516.11806 Truss Label: FGT1 / SLS 10/08/2021 2 Complete Trusses Required 31-1/2" 6'3" 3'1-1/2" 31-1/2" A85X6 1111.5 -5X6C T LJ "v W2 W4 1112.5X6 =7X8 1112X5 6'3" 31-1/2" 31-1/2" 3'1-1/2" 6'3" Loading Criteria(ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: 125 mph Pf:23.1 Ce:1.0 VERT(LL): 0.051 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.084 B 891 180 F 3232 /- /- /- /468 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 A - - D 2088 /- A /- /314 /- EXP:C Kzt:NA TL HORZ 0.012 A - - Wind reactions based on MWFRS Des Ld: 50.00 ( ) Mean Height:15.00 ft Building Code: Creep Factor:2.0 F Brg Width=- Min Req=- Noffit: 2.0 TCDL:5.0 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:5.0 sf IRC 2015 Max TC CSI: 0.895 p TPI Std: 2014 Max BC CSI: 0.520 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.577 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): A-B 325-2288 B-C 325 -2288 Wind Duration:1.60 WAVE VIEW Ver:19.02.02B.0122.16 Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE Maximum Web Forces Per Ply(Ibs) Top chord:2x4 SP#2; FOR Webs Tens.Comp. Webs Tens. Comp. Bot chord:2x6 SP#2; THE DESIGN OF THE SUPPORTS AND THE Webs:2x4 SP#3;W2,W4 2x4 SP#2; TRUSS CONNECTIONS TO THE SUPPORTS TO A-F 216-1214 E-C 2352 -333 RESIST THE FORCES SHOWN. A-E 2341 -331 C-D 139 -855 B-E 232 -937 Nailnote Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 2.75"o.c. Bot Chord:1 Row @ 4.50"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. t Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:1088 Ib Conc.Load at 0.44,2.44 TC:1086 Ib Conc.Load at 4.44 BC: 514 Ib Conc.Load at 0.48,1.81,3.15,4.48 Purlins The TC of this truss shall be braced with attached spans at 24"cc in lieu of structural sheathing. � OF � Wind Wind loads and reactions based on MWFRS. r+ ey End verticals not exposed to wind pressure. z LU LU Additional Notes Truss must be installed as shown with top chord up. p 61641- � The TC of this truss shall be braced withSS1;�P1Q` attached spans at 24"cc in lieu of structural sheathing. 10/08/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing., Refer to and follow the latest edition of BCSI(Building Component Safety Information,byv TPI an SBCA) r safety practices poor to performing these functions. Installers shall provide temporary bracinger BCSI.Unless noted otherwise,to ch shall have ro erl attached structural sheathing and bottom chord shall have a proppy attachSrimid ceiling Locations shown for permanent lateral res�ra'rnt otYwebs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oft and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinlgComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nd"wmM truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitability and use of iris Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSIXI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:37808 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400D04 T37 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1527.07993 Truss Label: PB1G DLD / SLS 10/08/2021 6 7/1�" 2'6-3/4" 4'7-1/16" 5'1-1 2" r6-7/1 2'0-5/16" 2'0-5/16"r6-7/1 " =4X4 C T 12 w 12 � r, 7 fV N B D A E �- -era• --------- 1111.5X3 8 7/1 4'0-518" 6-7/1B" 5/16" 2'0-5116" 16-7/lp" 8-7/1 2'6-3/4" { 4'7-1/16" 51-112" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 - - 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.000- - 180 A BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 - B. /- EXP:C Kzt:NA HORZ TL 0.000 - E - /- /- /- A A Des Ld: 50.00 Mean Height:17.46 ft ( ) Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor.2.0 Soffit: 2.00 p IRC 2015 Max TC CSI: 0.000 A Brg Width=4.7 BCDL:2.0 psf B Brg Width=48.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.000 E Brg Width=4.7 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.000 Bearings A,B,&E are a rigid surface. Loc.from endwall:Any FT/RT:20(0)110(0) Members not listed have forces less than 375# GCpf:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE Top chord:2x4 SP#2; FOR Bot chord:2x4 SP#2; THE DESIGN OF THE SUPPORTS AND THE Webs:2x4 SP#3; TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. Plating Notes All plates are 2X4(A1)except as noted. Loading Truss designed to support 1-0-0 top chard outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind OF y Wind loads based on MWFRS with additional C&C GJ�P v�N ER member design. co r Additional Notes - i LU See DWGS A14030ENC101014&GBLLETIN0118 for W gable wind bracing and other requirements. Refer to DWG PB160101014 for piggyback details. O, 61641 1 �? SStO�a�' 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW ING1 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing., Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA) r safety practices prior to performing these functions. installers shall provide temporaryry bracing per BCSI.Unless noted otherwise,top chord shall have proper)%attached structural sheathing and bottom chord snail have a prop attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. flefer to ALPINE drawings 160A-Z for Andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m+ auuur truss in conformance with ANSI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawin indicates acceptance of professional en rneering responsibilit sole) -for the design shown.The suitability and use of fhis Suite 242 drawing for any sEructure is the responsibility of the Building" esigner per ANSINI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or -SBCA:sbcacom onents.com•ICC:iccsafe.or ;AWC:awc.org Earth City,Missouri 63045 SEQN:37807 COMN Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91-150400004 T56 FROM: Qty: 5 1485 Paris View Lane DrwNo: 281.21.1527.04367 Truss Label: PB1 DLD / SLS 10/08/2021 6 7/1� -7 2'6-314"_ 4'7-1/16" 51(2" rs-7/1 "" 2'0-5/16"-5/16" 2'0-5/16" r6 711 " =4X4 C T 12 N 12 1 P (V N B D A — E F 1111.5X3 / —4'0-5/8" 16-7/1 2'0-5/16" 2'0-5/16" _i6-7/16" 16-7/11" 2'6-3/4" i 4'7-1/16" 5'1-1 2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 - - 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.000 - - 180 A BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 - B. - P /- EXP:C Kzt:NA HORZ TL 0.000 - E - /- /- /- /- / Des Ld: 50.00 Mean Height:17.46 ft ( ) NCBCLL: 10.00Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:5.0 psf IRC 2015 Max TC CSI: 0.000 A Brg Width=4.7 Soffit: 2.00 BCDL:2.0 psf B Brg Width=48.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.000 E Brg Width=4.7 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearings A,B,&E are a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Plating Notes All plates are 2X4(A1)except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes ��OF y Refer to DWG PB160101014 for piggyback details. BUILDING DESIGNER SHALL BE RESPONSIBLE r+ FOR _ THE DESIGN OF THE SUPPORTS AND THE z W TRUSS CONNECTIONS TO THE SUPPORTS TO 2 RESIST THE FORCES SHOWN. 61641-, S810NP�" 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an SBCA r sa shipping, practices prior to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted ovherwise,to ch shall have pro erly attached structural sheathing and bottom chord shall have a properly attached n id ceilin Locations shown for perrmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above apd on the JoirlCpetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to job s General Notes page for additional information. Alpine,a division of ITW Buildi%omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the wnwoonrur truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional en meenng responsibilityy solelyor the design shown.The suitability and use of f�is Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:ai ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEQN:37809 COMN Ply: 1 Job Number: 210022 Cust:R5040 JRefAX91-150400004 T50 FROM: Qty: 11 1485 Park View Lane DrwNo: 281.21.1527.10390 Truss Label: PB2 DLD / SLS 10/08/2021 6-7/1�" 2'6-3/4" 4'7-1/16" 15'1-1J2- 6_7/1 2'0-5/16" 2'0-5/16" }6-7/1 " =4X4 C T "AE N 12r` u7N a X4/4' 1111.5X3 P4 4'0-5/8" 6-7/1�" 16" 2'0-5/16" 16-7/lp" 6-7/1 " 2'6-3/4" 4'7-1/16" 61-12" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.000 C 999 180 A - /-10 /- /13 /50 /52 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 D - - B* 77 /- /- /49 /17 /- EXP:C Kzt:NA TL HORZ 0.001 D - - E - /-10 A /13 /- /- Des Ld: 50.00 ( ) Mean Height:23.30 ft Building Code: Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 P TCDL:5.0 psf IRC 2015 Max TC CSI: 0.042 A Brg Width=4Min Req=1.5 Soffit: 2.00 BCDL:2.0 psf B Brg Width=48.8.6 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.015 E Brg Width=4.7 Min Req= 1.5 Spacing:16.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.011 Bearings A,B,&E are a rigid surface. Loc.from endwali:not in 9.00 it FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Plating Notes All plates are 2X4(A1)except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes .�(L OF N y� Refer to DWG PB160101014 for piggyback details. ��Q`��N ER BUILDING DESIGNER SHALL BE RESPONSIBLE a FOR y > W THE DESIGN OF THE SUPPORTS AND THE Z tW TRUSS CONNECTIONS TO THE SUPPORTS TO 2 RESIST THE FORCES SHOWN. • 86411 �� 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extrefne care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI and SBCA) safety practices poor to performing these functions. Installers shall provide temporarryv bracingper BCSI.Unless noted dtherwise,to chord shall have pro erly attached structural sheathing and bottom chord shall have a properly attachs rigid ce!ling Locations shown for perrmanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply lat s to each face oT truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for s�ance(ard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the ,mrrv,m.�wr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional encLineering responsibilitty�solely or the design shown.The suitability and use of Phis Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSI/T I 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or SBCA:sbcacom onents.com•ICC:!ccsafe.o AW C:awc.or Earth City,Missouri 63045 SEQN:37810 MONO Ply: 1 Job Number: 210022 Cust:R5040 JRef.lX9H50400004 T78 FROM: Qty: 3 1485 Park View Lane DrwNo: 281.21.1527.14187 Truss Label: P133 DLD / SLS 10108/2021 C 12 8 fG o, IV fV B A Li1 gra -- --- -- - D =-2X4(A1) 44-7/16" 37-7/8" r 44-7/16" 8r8-9/1 9/1�" 8' 9/16" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSP) DefI1CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.23.1 Ce:1.0 VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA A - /- /- /38 /31 /66 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 C B. /9 /10 /- EXP:C Kzt:NA HORZ TL 0.000 C Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:15.00 ft ( ) A B NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 rg Width=5.9 Min Req= 1.5 IRC 2015 Max TC CSI: 0.013 B Brg Width=43.9 Min Req=- Soffit: 2.00 BCDL:2.0 psf Bearings A&B are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.007 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.069 Loc.from endwall:not in 4.50 it FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Plating Notes All plates are 1.5X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. v OF N yy Additional Notes �j'�P v�N ER . Refer to DWG P8160101014 for piggyback details. r Up BUILDING DESIGNER SHALL BE RESPONSIBLE `e z FOR UJ THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. - 61647' �SSIO�A�' 10/08/2021 *"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,instailing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA r safety practicesfor to performing these functions. Installers shall provide tempora bracing bracing per BCSI.Unless noted otherwise,top ch rd shall have proper)%attached structural sheathing and bottom chord shall have a prope%y attached ngid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ffefer to ALPINE drawings 16OA-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsiblle for any deviation from this drawing,any failure to build the MMCO�+e�wr truss in conformance with ANSI 1, or for handling, shipping,,installattion an bracin4 of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawin ,Indicates acceptance of professional en meenng responsibility solely-for the design shown.The suitabil' and use of Phis Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:37841 GABL Ply: 1 Job Number: 210022 Cust:R5040 JRefAX9H50400004 T32 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1527.19940 Truss Label: PB4G DLD / SLS 10/08/2021 47 8'5-1/2' �.9_'2_1�/16" r8-9/1 3'10.1/2' 3'10-112" '8-9116' (TYP) f--1'10-1/2"--{ =4X4 D T 12 T 0 8 io 0 N � B F -rz• ra• A ------------------ G 2X4(A1) =2X4(A1) 8-9116" 7'8-15/16" 0_9% �" 7'8-15/16" 8 8-9/11' 8'5-1/2" 9'2-�16" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L!# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 D 999 180 A 19 P /- /64 /51 /95 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - B* 123 /- /- /57 /58 /- EXP:C Kzt:NA HORZ(TL 0.001 F - - G 19 P !- /13 /26 A Des Ld: 50.00 ) Mean Height:23.55 ft Building Code: Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 P TCDL:5.0 psf IRC 2015 Max TC CSI: 0.104 A Brg Width=5.9 Min Req= 1.5 Soffit: 2.00 BCDL:2.0 psf B Brg Width=92.9 Min Req=- Load Duration:1.15 MWFRSTPI Std: 2014 Max BC CSI: 0.023 Parallel Dist:0 to h/2 G Brg Width=5.9 Min Req=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.045 Bearings A,B,&G are a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Plating Notes All plates are 1.5X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind OF N y Wind loads based on MWFRS. ��Q`��N ER O Additional Notes See DWGS A14030ENC101014&GBLLETIN0118 for % �J z gable wind bracing and other requirements. Refer to DWG PB160101014 for piggyback details. BUILDING DESIGNER SHALL BE RESPONSIBLEFOR THE DESIGN OF THE SUPPORTS AND THESS�ONA� TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety In{ormation,by TPI and SBCA y sa ety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted otherwise,to ch rd shall have proerly attached structural sheathingand bottom chord shall have a properly attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing instlled per BCSI sections B3,B7 or B10, as applica le. Apply plates to each face of truss and positio as shown above appd on the Join Details, unless noted otherwise. Refer to ALPINE drawings?60A-Z for standard plate positions.Refer to jobs general Notes page for additional information. Alpine,a division of ITW Building�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m wmarwr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover pa a 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitability and use of Kis Suite 242 drawing for any structure is the responsibildy of the Building Designer, per ANSI/TP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:37840 SPEC Ply: 1 Job Number:210022 Cust:85040 JReF.1X9H50400004 T62 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1527.16670 Truss Label: PB4 OLD / SLS 10/08/2021 8-9/1 47" 85-112" 9'2-1/16" 8-9/1 3'10-1/2" 3'10-1/2" =4X4 C T 12 T io 8 ro r; o C-4f+7 l B D irzia A ------------------ E F 1111.5X3 7'8-15/16" $-9/1ii i 8-9/1 3'10-1/2" 3'10-1/2" 8-9/1�" �8-9l1 4'7" 8'5-1/2" 92-1/16" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.002 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 180 A - /-104 /- /77 /102 /85 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - B* 125 /- /- /63 /50 /- EXP:C Kzt:NA TL HORZ 0.002 D E - /-104 /- /61 /56 /- Des Ld: 50.00 ( ) Mean Height:23.55 ft Building Code: Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 p TCDL:5.0 psf IRC 2015 Max TC CSI: 0.231 A Brg Width=5.9 Min Req= 1.5 Soffit: 2.00 BCDL:2.0 psf B Brg Width=92.9 Min Req=- Load Duration:1.15 MWFRSTPI Std: ,2014 Max BC CSI: 0.084 Parallel Dist:0 to h/2 E Brg Width=5.9 Min Req=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.031 Bearings A,B,&E are a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Plating Notes All plates are 2X4(A1)except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS. Additional Notes OF Refer to DWG PB160101014 for piggyback details. f. BUILDING DESIGNER SHALL BE RESPONSIBLE ER t FOR r o° THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO z W RESIST THE FORCES SHOWN. ° e11611- FESSIO�P�" 10/08/2021 —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING[ **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chrd shall have proper)y attached structural sheathing and bottomrr)t chord shall have a properly attached rigid celling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin$gComponents Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the n�m,00uwaxr truss in conformance with ANSI 1, or for handling, shipping,,installs ion and bracingg of trusses. A seal on this drawin or cover pagge 514 Earth City Expressway listing this drawing indicates acceptance of professional encu, responsibilityy solely-for the design shown.The suitabili and use of ttlis Suite 242 drawing for any sglucture is the responsibility of the Building Designer per ANSI/T I 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or E SBCA:sbcacom onents.com;ICC:iccsafe.or •AWC:awc.o Earth City,Missouri 63045 SEAN:37833 VAL Ply: 1 Job Number: 210022 Cust:R5040 JWAX9H50400004 T9 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1534.55920 Truss Label: V1 DLD / SLS 10/08/2021 77-1/16' 14'4-1/16' 77-1/16' 7'2-1116' I-4� (IYP) -4C 12 a 1.6x3 n.5x3 12 e o Mz.sxa(G1) .2.6.01(M)q E HG F MUM 101.5x3 101.6x3 14'4-1116' 14'4-1116' r 14'41116' Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.002 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.003 E 999 180 E* 108 /- /- /50 /25 /16 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 B - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL E B Width=172 Min Re Des Ld: 50.00 ( ) 0.005 B q= Mean Height:26.38 ft Building Code: Creep Factor:2.0 Bearing A is a rigid surface. NCBCLL: 10.00 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.383 Members not listed have forces less than 375# Soffit: 2.00 BCDL:5.0 psf Maximum Web Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.112 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.211 Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) B-H 297 -375 F-D 297 -375 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE 1VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes . See DWG VAL160101014 for valley details. O EA r o % ' Z W 81841, �SSIO�P�" 10/08/202) **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r sa ety practices pnor to performing these functions. Installers shall provide tempora bracing bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attachetl ri id ceilingp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, drawings 160A-Zfof standard plate positions Refer to position ob s�General Notes page for addit onalrin orrmatiounless noted otherwise. flefer to ALPINE Alpine,a division of ITW Buildingp�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M_CDru truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawin or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en'r,eering responsibility solelyorthe design shown.The suitabiliE9y and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or ;SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:37834 VAL Ply: 1 J1485 ob Number: 210022 Cust:R5040 JReh1X9H50a000o4 T10 FROM: Qty: 2 Park View Lane DrwNo: 281.21.1535.04487russ Label: V2 DLD / SLS 10/08/2021 s•10-vt6' t r6-vts• 5113-1/16• s'tavts I 4• —{ (TYP) 1-1'10-1/16-1 =4X4 C ZD 12 12 b 101.5X31: 101.5X3 B D =2.5X4(D1) =25X4(D7) A E n11.H P 011.5X3 In 1.5X3 11'6-1A6' 11'e-1/16' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or•=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23,1 Ce:1.0 VERT(LL): 0.001 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - ' Cs:0.77 VERT(CL): 0.002 C 999 180 BCDL: 10.00 Risk Category:II E' 108 /- A /50 /9 /15 EXP:C Kzt:NA Snow Duration:1.15 HORZ(LL): -0.002 B - Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:27.05 It HORZ(TL): 0.002 B - E Brg Width=140 Min Req=- NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.326 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.120 Spacing:24.0" C$C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.112 Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. OFE Y f • 5 N R SS10NP�" 10/08/2021 \ "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS \ Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safe IInformation,by TPI an SBCA r a ety practices prior to performing these functions. Installers shall provide temporaryry bracing per BCSL nless noted otherwise,top cord shall have proper) attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint ofYwebs shall have bracingQ installed per BCSI sections B3,B7 or B10, �� as applicable. Apply pplates to each face of truss and position as shown above and on the JoinCDetail§, uless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. ALPINE Alpine,a division of ITW BuildinhComponents Group Inc.shall not be res onsibie for any deviation from this drawing,any failure to build the truss in conformance with ANSI P1 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawl or cover page M"1M0p°""" listing this drawing,indicates acceptance of professional engpneering responsibilitf%�solely for the design shown.The suitability and use of this 514 Earth City Expressway drawing for any s I acture is the responsibility of the Building esigner per ANSIfrP1 1 Sec.2. Suite 242 mor more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:37835 VAL Ply: 1 Job Number: 210022 �Cust:R5040 JRef:1X9H50400004 T13 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1535.13000 Truss Label: V3 DI D / SLS 10/08/2021 4'6-17116° 1/16" =4X4 B 12 N 12 v 2.5X4(D1) =2.5X4(D1) A fj C SIH' D 1111.5X3 9'0.1/16" 4'6-1/16° 4'6-1/16° 4'6-1/16° 9'0.1/1fi" Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 30.00 Wind Std: ASCE 7-10 P9:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.011 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.020 C 999 180 BCDL: 10.00 Risk Category:II C' 108 /- /- /49 /9 /15 EXP:CKzt:NA Snow Duration:1.15 HORZ(LL): -0.008 C - - Wind reactions based on MWFRS Des Ld.7 50.00 Mean Height:27.71 ft HORZ(TL): 0.014 C C Brg Width=108 Min Req=- NCBCLCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.410 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.261 Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.202 Webs Tens.Comp. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) B-D 246 -556 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. Q ER yy tiZ r+ C.) g m 8" Z W Z 6'1641- SS)�� 10/08/2021 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingsh! ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI anc7 SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary \ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache 0 rl�Id Cellinq.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply pplatees to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for stantlard plate positions.Refer to job's General Notes page for additional information. ALPINE Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,�,,,. truss in conformance with ANSI PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawin or cover pa qa 514 Earth Ci Expresswaya listing this drawing indicates acceptance of professional engpneenng responsibili_�vv solelyor the design shown.The suitability and use of this City drawing for any s I ucture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:al ine!tw.com•TPI:t inst.or 'SBCA:sbracom onents.com•ICC:iccsafe.o AWC:awc.org Earth City,Missouri 63045 SEAN:37836 VAL Ply: 1 Job Number: 210022 FROM: fDrwNo: �nj 5040 JRef•.1X9H50400004 T31 Qty: 2 1485 Park View Lane R 281.21.1535.15970 Truss Label: V4 SLS 10/08/2021 32-1/16" 6'4-1/16" 3'2-1/16" 3'2-1/16" =4X4 B 12 m 12 V =2.5X4(D1) =2.5X4(D1) 1 A C X114' D 1111.5X3 6'4-1/16" 3'2-1/16° 3'2-1/16" 3'2-1/16" 64-1/16" Loading Criteria(psf) Wind Criteria L Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 30.00 WindStd: ASCE7-10 0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Ce:1.0 VERT(LL): 0.004 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Cs:0.77 VERT CLBCDL: 10.00 Risk Category:II ( ): 0.007 C 999 180 C' 108 /49 /8 /14 EXP:C Kzt:NA uration:1.15 HORZ(LL): -0.003 C Wind reactions based on MWFRS Des Ld: 50.00 Mean Height:28.38 ft HORZ(TL): 0.005 C C Big Width=76.1 Min Req=- NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 Bearing A is a rigid surface. Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.165 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.117 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.078 Loc.from endwall:not in 9.00 it FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Lumber Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. $OF N GjP v�t4 ER � V � W O• et 847{ �� 'SS10NP�" 10/08/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusspes require extreme care in fabricating handlingshipping,Installing and bracing. Refer to and follow the latest edition of BCSI(Building \ Com onent Safe Information,by TPI an 'SBCA r safety practices prior to performing these functions. Installers shall provide temporarryv bracing per BCSI.Unless noted otherwise,top ch�rd shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. ALPINE Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIP11, or for handling, shipping,•instalia'on and bracins of trusses. A seal on this drawing or cover pa a ""'"°m1AP""' listing this drawing,indicates acceptance of professional engineering responsibiliff�y solelyorthe design shown.The suitability and use of this 514 Earth City Expressway drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Suite 242 °or more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEAN:37837 VAL Ply: 1 Job Number: 210022, Cust:R5040 JRefAX9H50400004 T34 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1535.18197 Truss Label: V5 DLD / SLS 10/08/2021 1'10-1/16" 3'8-1/16" 1'10-1/16" 1110-1/16" =4X4 =2•124(D1) B T12 F =2.5X4(D1) i5 0 A C �1I4' D 1111.5X3 3'8-1/16" 1'10-1/16" 1'10-1/16" 1'10-1/16" 3'8-1/16" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.001 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.001 C 999 180 C* 107 /- /- /47 /6 /13 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 C - - Wind reactions based on MWFRS EXP:C Kzt:NAHORZ 0.001 C B Width=44.1 Min Req Des Ld: 50.00 (TL) C =" Mean Height:29.05 ft BuildingCode: Creep Factor:2.0 Bearing A is a rigid surface. NCBCLL: 1000 BCDL:5.0 psf Soffit: 2.00 BCDL:5.0 psf IRC 2015 Max TC CSI: 0.043 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.035 Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.030 Loc.from endwall:not In 9.00 ft FT/RT:20(0)/10(0) GCp!:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWG VAL160101014 for valley details. OF 5 N En ' h = L= LLJ °• e1641'A F _ S1 1008/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingsh�ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r sa ety practices hor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a properly attache n id ceiling Locations shown for permanent lateral restraint of webs shall have bracinfq installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face,off truss and posit!o as shown above and on the Join Details, unless noted otherwise. Ifefer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the _Mco mm+v truss in conformance with ANSI/CPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa a 514 Earth City 6cpressway \ listing this drawing indicates acceptance of professional engineering responsibility solelyorthe design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. Earth City,Missouri 63045 For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or SBCA:sbcecom onents.com ICC:iccsafe.or AW C:awc.or \nnnnnr SEQN:37838 HIP_ Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T66 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1521.13933 Truss Label: HA DLD / SLS 10/08/2021 C 12 6.66 ao v 1111.65X3 T A 1 E D 1112X5 6'5-11/16" i 6'5-11/16" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.001 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 180 E 573 /- /- /- /183 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 B - - D 129 /- /- /29 /- EXP:C Kzt:NA TL HORZ 0.001 B C 295 /- /- /- /123 /- Des Ld: 50.00 ( ) Mean Height:15.00 It Building Code: Creep Factor:2.0 Wind reactions based on MWFRS p NCBCLL: 10.00 TCDL:5.0 psf 701 E Brg Width=9.7 Min Req=1.5 Soffit: 2.00 gCDL:5.0 psf IRC 2015 Max TC CSI: 0. D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.673 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Varies by Ld Case Max Web CSI: 0.094 Bearing E is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Webs Tens.Comp. Lumber BUILDING DESIGNER SHALL BE RESPONSIBLE B-E 205 -475 Top chord:2x4 SP SS; FOR Bot chord:2x4 SP#2; THE DESIGN OF THE SUPPORTS AND THE Webs:2x4 SP#3; TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. Special Loads ----(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) TC:From 83 pif at -1.80 to 83 pif at 1.72 TC:From 41 pif at 1.72 to 41 pif at 4.12 TC:From 83 pif at 4.12 to 83 pif at 6.47 BC:From 5 pif at -1.80 to 5 plf at 0.00 BC:From 10 plf at 0.00 to 10 plf at 4.12 BC:From 20 plf at 4.12 to 20 plf at 6.47 TC: -5 Ib Conc.Load at 1.72 TC: 102 Ib Conc.Load at 2.85 TC: 79 Ib Conc.Load at 4.12 BC: 18 Ib Conc.Load at 1.72 BC: 56 Ib Conc.Load at 2.85 BC: 45 Ib Conc.Load at 4.12 Loading Bottom chord checked for 10.00 psf non-concurrent OF N y bottom chord live load applied per IRC-15 section �'�Q'y�N ER 301.5. !+ �z Wind - coo q � Wind loads and reactions based on MWFRS. = tw Left end vertical not exposed to wind pressure. 2 Additional Notes ets4!{ Provide(3)0.131"x3.0",min.toe-nails at top chord. FESSI��A�" Provide(2)0.131"0.0",min.toe-nails at bottom chord. 10/08/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE.INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,bV TPI anc7 SBCA handling safety practices Pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 1310, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for s�ndard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the mmvme�e�wr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingq of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawingindicates acceptance of professional encLineenng responsibilityy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:At ine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o ;AWC:awc.org Earth City,Missouri 63045 SEAN:37839 HIP_ Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T41 FROM: Qty: 2 1485 Park View Lane DrwNo: 281.21.1521.25690 Truss Label: HJ2 DLD / SLS 10/08/2021 C 2.83 0 T 00 M B CV a01 A D 1112.5X6(G 1) �- 1'5" � 6'11-3/8" � 6'11-3/8" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA B 412 /- /- /- /50 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 B - D 129 /- /- A /0 A EXP:C Kzt:NA TL HORZ 0.026 B C 210 /- /- /- /28 A Des Ld: 50.00 ( ) Mean Height:15.00 ft P NCBCLL: 10.00 BuildingCode: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:5.0 psf IRC 2015 Max TC CSI: 0.774 B Brg Width=3.5 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.673 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Varies by Ld Case Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwail:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#1; Bot chord:2x4 SP#2; Lt Stub Wedge:2x4 SP#3; Special Loads ----(Lumber Dur.Fac.1.15/Plate Dur.Fac=1.15) TC:From 0 pif at -1.41 to 81 pif at 0.00 TC:From 2 plf at 0.00 to 2 plf at 6.95 BC:From 0 pif at -1.41 to 4 plf at 0.00 BC:From 2 pif at 0.00 to 2 pif at 6.95 TC: 5 Ib Conc.Load at 1.33 TC: 201 Ib Conc.Load at 4.16 BC: 27 Ib Conc.Load at 1.33 BC: 109 Ib Conc.Load at 4.16 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind �'` O eR Wind loads and reactions based on MWFRS. to f0 Additional Notes 9 > Provide(3)0.131"x3.0",min.toe-nails at top chord. `� _ W Provide(2)0.131"x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR ets41{ lG�� THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO F Sg1O�4v RESIST THE FORCES SHOWN. 10/08/2021 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! '•IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anr7'SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top ch6rd shall have properr attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicab e. Apply lates to each face,of truss and position as shown above and on the JomTDetails, unless noted otherwise. Ifefer to ALPINE drawings 1�OA-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be res onsible for any deviation from this drawing,any failure to build the , , a w truss in conformance with ANSI Q PI 1, or for handling, shipping,,installation and bracingg of trusses. A seal on this drawing or cover paTe 514 Earth City Expressway listing this drawin indicates acceptance of professional en meering responsibili.%solely-for the design shown.The suitability and use of this Suite 242 drawing for any stgructure is the responsibility of the Building�es!gner per ANSI/T 11 Sec.2. For more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or •SBCA:sbcacom onents.com;ICC:iccsafe.or •AWC:awc.org Earth City,Missouri 63045 SEAN:37784 EJAC Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91-150400004 T65 FROM: Qty: 3 1485 Park View Lane DrwNo: 281.21.1515.59640 Truss Label: EJ1 DLD / SLS 10/08/2021 D 12 8 io LO,3X4 d C "' B T A 1 E 1113X10(E3 =5X5( 3) 5-1! " 6' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity Speed: 130 mph Pf:23.1 Ce:1.0 VERT LL NA Loc R+ /R- /Rh /Rw /U /RL TCDL: 10.00 VERT(LL): BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA B 408 A /- 1225 /6 /132 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.106 C E 117 /- /- /84 /1 A EXP:C Kzt:NA HORZ 0.181 C D 229 /- A /106 /87 A Des Ld: 50.00 (TL) Mean Height:15.00 it Wind reactions based on MWFRS NCBCLL: 10.00 Building Code: Creep Factor:2.0 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.890 B Brg Width=6.0 Min Req= 1.5 Soffit: 2.00 BCDL:5.0 psf E Brg Width=1.5 - Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std: 2014 Max BC CSI: 0.430 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.064 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCp!:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Lt Slider:2x6 SP#2;block length= 1.667' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(3)0.131"x3.0",min.toe-nails at top chord. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO OF RESIST THE FORCES SHOWNE SUPPORTS TO ER z LLL 6164 { FESSIO�P� 10/08/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ."IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and'SBCA r safety pract!ces pnor to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted otherwise,top cNrd shall have proper)y attached structural sheathing and bottom chord shall have a properly attached n id telling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply fates to each face of truss and position as shown above and on the JoincDetails, unless noted otherwise. F!efer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the �,,,,,a,,,,,„„ truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawm or cover paTe 514 Earth City Expressway listing this drawing indicates acceptance of professional engs_neering responsibilityy sole) -for the design shown.The suitability and use of g is Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 U.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.om Earth City,Missouri 63045 SEAN:37785 EJAC Ply: 1 Job Number: 210022 Cust:R5040 JR&AX91-150400004 T99 FROM: Qty: 4 1485 Park View Lane DrwNo: 281.21.1516.01710 Truss Label: EJ2 DLD / SLS 10/08/2021 12 C 4 CV B A 00 D 1112.5X6(G 1) 1• � 5 51 _i Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA B 347 /- A /183 /45 /57 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 B - D 94 /- A /65 /- A EXP:C Kzt:NA HORZ(TL 0.011 B - C 181 /- /- /61 /48 A Des Ld: 50.00 ) Mean Height:15.00 It BuildingWind reactions based on MWFRS NCBCLL: 10.00 TCDL:5.0 psf Code: Creep Factor:2.0 IRC 2015 Max TC CSI: 0.530 B Brg Width=3.0 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.286 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 It Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:not in 4.50 It FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 IWAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Lt Stub Wedge:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)0.131"x3.0",min,toe-nails at top chord. Provide(2)0.131'x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO RESIST THE FORCES SHOWNE SUPPORTS TO �.�QS�0ER yQ H 7 � Z alt � 81641'A !� FESSiONP�" 10/08/2021. -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,byv TPI an fabricating, handling safety practices hor to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted otherwise,top chord shall have roper) attached structural sheathing and bottom chord shall have a properly attacheSid ceiling Locations shown for permanent lateral res�raint otYwebs shall have bracing installed per BCSI sections B3,B7 or B10, as applicabb e. Apply plates to each face,o truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positrons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin$p Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the �,, �,, truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional eng_rneering responsibili_tvv solelyTor the design shown.The suitability and use of this Suite 242 drawing for any sQructure is the responsibility of the Building Designer, per ANSIfrP1 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or •AW C:awc.org Earth City,Missouri 63045 SEQN:37786 JACK Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X91150400004 T63 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1521.32187 Truss Label: A DU3 / SLS 10/08/2021 C 12 1111.5X3 12 [7 g _ - T 00 (0 1 r M � N N r A E D 1112X5 1, 11-1/8" 11-1%8"{ Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.000 B 999 180 E 195 /- /- /188 /73 A BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 B - - D 18 /- /- /12 /- A EXP;C Kzt:NA HORZ TL 0.000 B C - /-10 A /50 /72 /52 Des 50.00 Mean Height:15.00 ft ( ) NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL:5.0 psf IRC 2015 Max TC CSI: 0.113 E Brg Width=6.0 Min Req= 1.5 : TPI Std2014 Max BC CSI: 0.008 D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.065 Bearing E is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpl:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Provide(2)0.131"x3.0",min.toe-nails at top chord. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE 0 TRUSS CONNECTIONS TO THE SUPPORTS TO ��Q`VAN ER �p RESIST THE FORCES SHOWN. �t i cc Q• B1 sA1.1 (G�� F SSIONP�" 10/08/2021 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an fabricating, r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o�herwise,top ch shall have property attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. RJer to ALPINE drawings 160A-Z for s�andard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildinp�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �,",,,m,�,�,,,. truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawn or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibilityy solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer, per ANSIfTPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.or AWC:awc.ong Earth City,Missouri 63045 SEAN:37787 JACK Ply: 1 Job Number: 210022 Cust:R5040 JRef.lX9H50400004 T61 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1521.40857 Truss Label: J2 DLD / SLS 10/08/2021 C III 1.5X3 12 12 B00 iq co v A E D 1112X5 1, 2'3-1/8" 2'3-1/8" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Prin PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): 0.000 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:0.77 VERT(CL): 0.000 B 999 180 E 237 /- /- /213 /89 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 B - - D 45 /- /- /30 /- P EXP:C Kzt:NA HORZ TL 0.001 B C 79 /- /- /62 /38 /90 Des Ld: 50.00 ( ) Mean Height:15.00 ft NCBCLL: 10.00 TCDL:5.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 p IRC 2015 Max TC CSI: 0.113 E Brg Width=6.0 Min Req=1.5 BCDL:5.0 psf TPI Std .053 : 2014 Max BC CSI: 0 D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.070 Bearing E is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Webs:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes Provide(2)0.131"x3.0",min.toe-nails at top chord. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE OF TRUSS CONNECTIONS TO THE SUPPORTS TO '(P�� ER Y RESIST THE FORCES SHOWN. CO 9 2 LU • 61641- **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI an fabricating, fo'r sa shipping, practices poor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,to ch�rd shall have proper)Y attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,of truss and posit!on as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Bu!Id!n Components Group Inc.shall not be res onsible for any deviation from this drawing,any,failure to build the w" a "r truss in conformance with ANSI 1, or for handling, shipping,,installaflion and bracin4 of trusses. A seal on this drawin or cover pagge 514 Earth City Expressway listing this drawing indicates acceptance of professional en meering responsibilit�yy solely-for the design shown.The suitabili and use of this Suite 242 drawing for any structure is the responsibility of the Building�esigner per ANSI/T 11 Sec.2. For, more information see these web sites:Alpine:al ineitw.com;TPI:t inst.or E SBCA:sbcacom onents.coma ICC:!ccsafe.or AWC:awc.or Earth City,Missouri 63045 SEAN:37788 JACK Ply: 1 Job Number: 210022 Cust:R5040 JRefAX9H50400004 T64 FROM: Qty: 1 1485 Park View Lane DrwNo: 281.21.1521.43787 Truss Label: J3 DLD / SLS 10/08/2021 D T 1 2 ZB 00 iCVo N (( E 1113X15XE5(E3 ) 1,15-1/ " 2'5-1/8" 5-1/ " 2'10-5/8" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:11 PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf.23.1 Ce:1.0 VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA B 254 /- /- /142 /5 /73 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 C - E 56 /- P /39 /- EXP:C Kzt:NA HORZ TL 0.017 C - D 102 /- /- /49 /48 /- Des Ld: 50.00 ( ) Mean Height:15.00 ft BuildingCode: Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:5.0 psf p B B Width=6.0 Min Req= 1.5 Soffit: 2.00 IRC 2015 Max TC CSI: 0.162 BCDL:5.0 psf 083. TPI Std: 2014 Max BC CSI: 0 E Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.009 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 IWAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Lt Slider:2x6 SP#2;block length= 1.667' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)0.131"x3.0",min.toe-nails at top chord. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO (1F N RESIST THE FORCES SHOWN. ER YO a 2 LU SI10/08/2021 ONP�" **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,b TPI an fabricating, sa ety practices pnor to performing these functions. Installers shall provide temporary bracing Per BCSI.Unless noted o�herwise,top chord shall have proper)%attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10, as applicabble. Apply plates to each face otruss and position as shown above and on the JomFDetails, unless noted otherwise. {defer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the umn„a truss in conforr9ance with ANSI/TPI 1, or for handling, shipping,,installation and bracin4 of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawin indicates acceptance of professional en meering responsibili_v solei Tor the design shown.The suitability and use of th!s Suite 242 drawing for any sfructure is the responsibility of the Building�esigner per ANSIfTPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 SEON:37789 JACK Ply: 1 Job Number: 210022 Cust:R5040 JR&AX9H50400004 172 FROM: city: 4 1485 Park View Lane DrwNo: 281.21.1521.45563 Truss Label: J4 DLD / SLS 10/08/2021 12 4 C T 00 B r A CO D III .5X6(G1) 1, 2'10-15/16" i 2'10-15/16" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:23.1 Ce:1.0 VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA B 247 /- /- /132 /33 /37 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 B D 54 /- A /36 /- EXP:C Kzt:NA HORZ L 0.001 B C 101 /- /- /32 /28 /- Des Ld: 50.00 (T ) Mean Height:15.00 ft Building Code: Creep Factor.2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:5.0 psf B Brg Width=3.0 Min Req=1.5 Soffit: 2.00IRC 2015 Max TC CSI: 0.148 BCDL:5.0 psf TPI Std: 2014 Max BC CSI: 0.085 D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpl:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Lt Stub Wedge:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)0.131'x3.0",min.toe-nails at top chord. Provide(2)0.131'x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. OFER y0 % 7 2 LU • 61641- st 184?1SI10/08/2071 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety.Information,by TPI and SBCA r safety practices pnor to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,to cNrd shall have pro erl%attached structural sheathing and bottom chord shall have a property attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appi laces to each face,of truss and positio as shown above and on the JoinCDetails, unless noted othervvise. Ffefer to ALPINE drawings 160A-Z fo�s�andard plate positions.Refer to job s 8eneral Notes page for additional information. Alpine,a division of ITW Building1 Components Group Inc.shall not be res onsible for any deviation from this drawing,any,failure to build the mmvcnMvun truss in conformance with ANSI/TPI 1, or for handling, shipping,•installailon and bracing of trusses. A seal on this drawing or cover pa gge 514 Earth City Expressway listing this drawin indicates acceptance of professional en meenng responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any a ructure is the responsibility of the Building�esigner per ANSI/TA 1 Sec.2. For more information see these web sites:Alpine:al inettw.com;TPI:t inst.or •SBCA:sbcacom onents.com•ICC:1ccsafe.or •AWC:awc.o Earth City,Missouri 63045 SEQN:37790 JACK Ply: 1 Job Number: 210022 Cust:R5040 JRef:1X9H50400004 T84 FROM: Qty: 4 1485 Park View Lane DrwNo: 281.21.1522.05187 Truss Label: J5 DLD / SLS 10/08/2021 12 4 C B A L? 00 r D 1112.5X6(G1) 1, 10-15/161 �� 10-15/16- Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity Speed: 130 mph Pf:23.1 Ce:1.0 VERT LL TCDL: 10.00 VERT(LL): NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): NA B 178 /- P /98 /41 /18 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 C D 14 /-3 /- /13 /3 A Des Ld: 50.00 EXP:C Kzt:NA HORZ(TL): 0.000 C - C 3 /- /- /7 /7 P Mean Height:15.00 it P NCBCLL: 10.00 Building Code: Cree Factor:2.0 Wind reactions based on MWFRS TCDL:5.0 psf IRC 2015 Max TC CSI: 0.093 B Brg Width=3.0 Min Req=1.5 Soffit: 2.00 BCDL:5.0 psf D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.024 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 it Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.01.00A.0324.17 Lumber Top chord:2x4 SP#2; Bot chord:2x4 SP#2; Lt Stub Wedge:2x4 SP#3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2)0.131"x3.0",min.toe-nails at top chord. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. BUILDING DESIGNER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TO OF RESIST THE FORCES SHOWN. Gj•�PN ER 1' r- ti h a � z LU � sisal % � �FSSIONP�" 1.0/08/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byv TPI and SBCA) y safety practices poor to performing these functions. Installers shall provide temporary bracin er BCSI.Unless noted otherwise,to chord shall Have ro erly attached structural sheathing and bottom chord shall have a propedy attache rigid ceiling Locations shown for permanent lateral re2rraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply lates to each face,o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for=dard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not,be responsible for any deviation from this drawing,any failure to build the u,ma wr truss in conformance with ANSI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawingor cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional engqineering responsibilityy solely-for the design shown.The suitabilitand use of fhis Suite 242 drawing for any sQructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:al ineitw.com•TPI:t inst.or •SBCA:sbcacom onents.com•ICC:iccsafe.o •AWC:awc.org Earth City,Missouri 63045 Commentary: Deflection and Camber Camber May be built Into trusses to compensate L = Span of Truss (Inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (Inches) application of loads, Providing camber has the ------------------------------------------------------------------------- following advantages) Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied, Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs, Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses, Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag,' Roof Trusses • Avoids 'dips' In roof ridgellnes at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses, In accordance with ANSI/TPI 1 the Building Designer, Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof ------------------------------------------------------------------------- drainage system, The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and In-service creep deflection Pitched Trusses 1,00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding Loads. Sloping Parallel 1,5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, applicatlon, etceteras, Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration, Flat Roof Trusses (0,25 x Deflection from Live Load) + (1,5 x Design Dead Load Def lection) The following tables are provided as guidelines for Limiting deflection and estimating camber, Conditions or Notei The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load, recommendations, or past experience may warrant using more stringent limitations, OF N r UNWARWORK READ NO FOUXW ALL ltd,ES a TIM DRA DIGI n4sT ti� ¢ REF DEFLEC/(AMB ENDFORTMM PUtttIstt TIM MAW=m ALL=MCMRS� T Trusses reQYI`e estrene care h fabricating,hardtIM shipphg,Instaft and brac Ref fba folio.the lntast edition of BtS1 Out()Component safety Infornatan,4iy TPI and f s DATE 10/01/14 ctkes prior to performing.,, top those functions, Installers she provide temporory hrndrq Z W Unless noted attendee,top lard shall have properly attached provide tes shooing ; shalt have a property attndxd=ce11Yq Locatlm�s shown for pernanent lateral U.r DRWG DEFLCAMB1014 ®shad have bracing YntoLLM per 8t:SI seetfons 33,17 or&0,as oppllce�e. Appty plates to e of teas and n as shown above and on the Joint Details,un was noted otMrwlse. ALPINE..Refer to di 1f rr for standard pate Group lr 641 .mg,�myy faision ilure build�true in�orrnan-e wrm ith t biwsevTPI 1i,or for hanor dling,ship ANf1WcOMPANY Installation L bracing of trusses SSI�� A sol an this drawkV or cover Usting this buwbo Indicates acceptance PP professional 514 Earth City Expressway �eresponstln :a.ly df- sic., me mttab and use of this drawing 10/08/2021 Suite 242 for any I. the Buwdt�Deal infr pion ANSI/TPI 1 Swc2. Earth City,MO 63045 Far Rare infornation see this Jab's general not"ppnngw and these web sttes� ALPM n.alp1rw tw.canl TPD.n.tpinst.ory SBCA-w.wsbclndustryorp,ICO=291 STRONGBACK BRIDGING REC❑MMENDATI❑NS ►All scab-on blocks shall be a minimum 2x4 BR IDG NG OTOGETHER 'stress graded lumber.' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' 4' ►The purpose of strongback bridging Is to -0' ATTACH SCAB WITH lOd BOX/GUN develop load sharing between Individual trusses, a -0. 2x6 ((0;128'x3,0') NAILS IN 2 ROWS AT resulting in an overall Increase In the SCAR NOTEi IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2X6 LAP STRONGBACK BRIDGING MEMBERS in strongback brill O FOR AT LEAST ONE TRUSS SPACING g bridging, positioned as shown in STRONGBACK BRIDGING SPLICE DETAIL details, Is recommended at 10' —0' o.c. (max.) NOTE, Details 1 and 2 are the preferred attachment methods mo-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used Interchangeably. 'Bracing' is an WEB W/ ) lOd COMMON (0,148'x33') NAILS OR O Important structural requirement of any_ floor C4) 10d BOX/GUN or roof system. Refer to the Truss Design O 28'x3.0') NAILS Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' Is a recommendation for a truss system to help 00 control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce 0 STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10 None required 10 to 20 1 row cot of SW The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR to 2 rowa o of eedl ) enhanced b the Installation of strop back BOX/GUN (0,128'x3,0') NAILS AT 2x6 (MINIMUM) STRONG13ACK to 3 rows(1 at eodl V4 y g TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END, over MY rows at IV ac bridging and therefore Is strongly recommended SCAB-ON BLOCK, ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) R COMMON BOX/GUN NAILS For additional Information OR (4)10d BOX/GUN (0.128'x3,0') L}. regarding strongback NAILS. O bridging, refer to BCSI (Building Component Safety Information). 10 0 0 0 00 ATTACH STTtWGBACK TO BOTTOM CHORD WITH (0 #10 - 3• STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES MEWWW"FA1 M M MAVM M AM &L"" VOM UM ,"DE nur TC LL PSF REF STRONGBACK fppr0rinnwet"et'�the'a edition of`Daesll"aMWft eco, . 'arrAtion bytatift°TPi aterpmercid syscctA)f f6i 9 TC DL PSF DATE 10/01/14 to Unless ohdd o Iherdsr,trop gthese cha d shn� proorm perly a structural provide snrp oed z W shall have a properly attadmed rloa 0ep�rro, Locatibre shown for permanent lateral r te! BC DL PSF DRWG STRBRIBR1014 shall neve bream netall.d per DCSt s.ct6ns Da,sr or Dto,a, ebte, Appl pats to a BC LL PSF ALPINE �and a.�rom env.and an t~e iint>, ,. .noted oma. Refer to drnwA-Z for standard pWq posttlons. A4",a dvldon of 1TV a,1dnp Cenponents Croup Dina shop not be responsible for any devio V this drawing,any falture to buwdthe truss n connfornance with ANSVIVI t,or far Fmrd ,nhpp SSI��Q\• TGT. LD, PSF AN ff W COMPANY lnstaUetlon i br•aap of trusses. A seat an this drawing or�r ustrw this dea n°,Yrdcates acceptance of prvfesslvnl 10/08/2021 514 Earth City Expressway gnf sir er#y refpart7tllty s"Y for show The srftabAFty oM use of this drasnp suite 242 for ony i 0G;is the ap° r aaDnsww per ANwm 1 sera DUR. FAC. 1.00 Earth Gty,M053695 w ,� 0r TPtstg s � web &Mww � Ut� aBMm �IM �fe.org SPACING Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ori 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 120 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace I« (1) 2x4 'L' Brace Is (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace is (2) 2x6 'L' Brace w Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At S #1 / #2 4' 3' 7' 3' 7' 7' 8' 7' 8' 11' 10' 3' 10' e' 13' 6' 14' 0' 14' 0' 14' 0' race-Prue-Fir Hem-Fir -}-> #1 / #2 Stnndnrd #2 Stud U S P F-#3 4' 1' 6' 7' 7' 1' 8' 6' e' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' #3 Stud #3 Stnndnrd Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10' 10' 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' O HF Standard 4' V 5' 8' 6' 0' 7' 7' e' 1' 10' 1' 10' 6' 11' 10' 12' 8' 14' 0' 14' 0' Dou tas Flr-Larch Southern Pines #1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' #3 #3 Z, S P #2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10' 3' 10, 8' 13' 6' 14' 0' 14' 0' 14' 0' Stud Stud It #3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stnndnrd Stnndnrd d (ZJ DPL Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 11' 10' 14' 0' 14' 0' Group Bit U #1 / #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' Il' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _ S P P #3 4' 8' e' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr U LJ HP Stud 4' 8' 8' 1' 8' 6' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #1 U Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Dou ins Fir-Larch 01 r-Larch Southern Pines am #1 5' 1' 8' 5' 8' 9' 0 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' ' 14' 0' #1 0 1 / SP #2 4' 11' 8' 4' 8' 8' 9' 10' 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). 01 D P L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' swwFor 1x4 So. Pine use onlyed Industrial 55 or Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' I1' 7' 12' 1' 13' 6' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-RntBoards. Group H _Q #1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPP #3 5' 1' 9' 0' 9' 4' 10' 8' Il' 1' 12, 9' 13' 3' 14' V 14' 0' 14' 0' 14' 0' Gable Truss Detail Notesl LD ULJ C Stud 5' V 9' 0' 9' 4' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O H l Standard 5' 1' 8' 0' 8' 6' 10' 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' provide uplift connections for 55 plf over X #1 5' B. 9' 3' 9' B. 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d ` Sp #2 1 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 01 14' 0' Gable end supports load from 4' 0' outlookers N #35' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. rl D F-L Stud 5' 3' 8' 5' 9' 0' 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 1' 7' 5' 7' 11' 9' Il' 10' 7' 1 12' 9' 1 13' 3' 14' 0' 1 14' 0' 14' 0' Syms Attach 'L' braces with 10d (0128'x3,0' min) nulls. About able Truss )K For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace optlorn )KWor (2) 'L' braces, space nulls at 3' o.c. In 18' end zones and 61 o.c, between zones. vertical length may be T doubled when diagonal 18' )K 'L' bracing must be a mWmum of 80% of web brace Is used. ConnectL member length. diagonal brace for web j Gable Vertical Plate Sizes at each end. Max web Br ce total length Is 14'. )K� Vertical Len tin No Uce 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal T_ Greater than 4' 0' 1 3X4 Vertical length shown bracer single Is, or double cut #E In table above. 45' (as shown) at 4Ll + Refer to common truss design for upper end. peak, splice, and heel plates. ntln Refer to the Building Designer for conditions m=Connect diagona at vertical length, not addressed by this detalL mid oint of vertical web. Refer to chart a , � �,��"LL� TIE DMT REF ASCE7-10-GAB14015 Trusses requYs extreme care In fabricating,hondihg, hstalt and b.- ReP Phe follow the latest edition of BaSI®uaarq Co►gorans safety orrwtbn,by TPl and SBCA)f y q DATE 10/01/14 ppractices edoo to wise,top thane Fun haw Installers shad provide braan�p Z W dines rated otherwise,tap nit he shall have properly attachedhall atruetrral when and b shoU have a prorr�prpperty attached rid«eh. Locations shown for permanent latlyeral uJ DRWG A14015ENC101014 ®shad have s1t1ioas sshoowwnn�d"ctim'n��87 or n:ta&c,ruIcabler mlese notedpoiMr=.. to ALPINE°P`�w°� Refer to draw Building positions, _y 'e184T' CG� this drawing my faak ion of a tuild the truss In conformance with ANSI/TPI 1,,o�fm hond.L g, AN rTWCOMPANY hsuttation 4 bracing of trusses. SS�� MAX. TOT, LD. 60 PSF A sent an this drawing or cover Usth this drawing,Indicates°wptmo@ of professional 514 Earth City Expressway enpFwrIna remaes611ty sa1My d�eslpn shown TM altabtlty and use of this dpeft 10/08/2021 Sulle 242 Por any struetmr+�e is the tFr 1,Ir�p Design,,per ANSI/ipI 1 Seel Earth City,M063045 For mars Information see this Jab's genual rates m these webst few MAX, SPACING 24,0' ALPINE,www,alpinNtw,coml TPU wn,tphst ory SBC m Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 mph wind speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L'H712' (1) 2x4 'L' Brace el (2) 2x4 'L' Brace ■R (1) 2x6 'L' Brace A (2) 2x6 'L' Brace ■ Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group A Group B Group A Group B Group A Group B Group A Group B Group At S #1 / #2 4' 1' 6' 11` 8' 2' 8' 6• 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' S ruse-Pine-Fir Hen-Fir #1 / #2 Standard #2 StuUSPF #3 3' 10' 6' 2' 8' 1' 8' 5` 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' #3 Stud #3 StandOLIF Stud 3' 10' 6' 2' @' 1' 8' 5' 9' 8' 10' 0' 12' 8' 13' 2' 14' 0' 14' 0' I l Standard 3' 10' 5' 3' 7' 0' 7' 6' 9' 6' 10' 0' 11' 0' 11' 10' 14' 0' 14' 0' Dou las Flr-Larch Southern Plnessr Rnd. 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10' 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' Stud Stud _j S PI4' V 6' 11' 7' 2' 8' 2' 8' 6' 9' 9' 10' 21 12' 10' 13' 4' 14' 0' 14' 0' Standard Standard Nt D F L4' 0' S' 7' S' 11' 7' S' 7' 11' 9' B' 10' 1' 11' 7' 12' S' 14' 0' 14' 0' 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10' 1' 11' 7' 12' 5' 14' 0' 14' 0' 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10' 9' 6' 10' 3' 11' 0' 13' 11' 14' 0' Group Bi U 4' B' 7' 11' B' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' Nem-Fir +1 _ S P F4' 5' 7' 6' 8' 3' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr U LIF Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #1 O I l Standard 4' S' 6' 5' 6' 10' 8' 7' 9' 2' 11' 0' 11' 6' 13' 6' 14' 0' 14' 0' 14' 0' Do u ins Fir-Lor-ch Southern Plneswt #1 4' 10' e' 0' 8' 4' 9' 6' 9' 10' Ill 3' Ill 9' 14' 0' 14' 0' 14' 0' 14' 0' 1 #1 tt SP #2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 1 02 #3 4' 7' 6' 10' 7' 3.' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 114"--U-- 1x4 Braces shall be SRB (Stress-Rated Board). 01 D F L Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' senmFor 1x4 So. Pine use only Industrial 55 or Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10' 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 2' e' 9' 9' 1' 10' 4' 10' 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these rades. (� SPF #3 4' 10' 8' 71 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detaft Notes, LD UHF Stud 4' 10' 8' 7' B' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O I Standard 4' 10' 7' 5' 7' 11' 9' 11' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 100 plf over X #1 5774- 8' 10' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d P\ #2 5' 2' 1 8' 9' 9' 1' 10' 4' 10' 9' 12' 3' 12 9' 14' 0' 14' 0' 1 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers N #3 5' 0' 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. --t DFLI Stud 1 5' 0' 1 7' 10' 8' 4' 10' 3' 10' 8' 12' 2' 12' 8' 1 14' V 14' 0' 14' 0' 14' 0' Standard 1 4' 10• 1 6' 11' 7' 4' 9' 3' 9' 10' 12' 2' 12' 8' 1 14' 0' 14' 0' 14' 0' 14' 0' S Attach 'L' braces with 10d (0.128'x3.0' min) nulls. Abut able Truss )K For (1) 'L' brace! space malls at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option - )KWor (2) 'L' bracesi space nails at 3' o.c. vertical length may be T In 18' end zones and 6' o.c, between zones. doubled when diagonal 18' )K 'L' bracing must be n minimum of 80% of web brace Is used. ConnectL member length. diagonal brace for 525# 'L' Gable Vertical Plate Sizes at each end. Max web Br ce total length Is 141. BENE Vertical Len th No S lice 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal T Greater than 4' 01, but 3X4 Vertical length shownbracer single 8' less than 11' 6' or double cut Greater than 11' 6' 4X4 In table above. K451 (as shown) at L 1 + Refer to common truss design for upper end, peak, splice, and heel plates. ontln Refer to the Building Designer for conditions Connect diagonal at vertical length. not addressed by this detail. OL midpoint of vertical web, Refer to chart �,v re M,,,��"LLQ,�n a"M„m REF ASCE7-10-GAB14030 Trusses require extreme care in fabricating,hnndWip,aNppYa,Instaturp and brodnp, Ref Phe fouo.the latest edtlon of BM Uwrong Component Safety Irifa matlon,to TPI and SBGU f q DATE 10/01/14 Less e s no prior to else,t nig these ell have. Installers shall p tr aha tevip haft brndrro Z 1 less rated otiwwlse,top chard shall have properly ntindied strucMral Shen bra and lu shall have a properly attached rydd ha, Locotbro shown for pernonent lateral iu DRWG A14030ENC101014 shall have Installed per Bi:SI sec4foru B3,97 or BSO as ap Apply plates to + �+ ALPINE of truss and as sorra above and an the.�t>kt«ee,unt.d attrrwtse, — Refer to drawings160A-Z for stpandard plate posukpbns, any 1 tNs��wng,nary fa&�m toa buW thee truss in coonfornance with ANSI/TK 1,InG shalt riot lie or fokilt rwFamNng,eship 67841' �C`� ANITWC.OMPANY Installation a bracing of trusses. fiSst MAX. TOT, LD. 60 PSF A seal an this drawft or cover UstYp this drawing,Intimtes acceptance of professional 514 Earth city Expressway �r.aparueut sa.ly d�esIpn shown. The sattob�Ity ora use of stir drawing 10/08/2021 Suite 242 Par d,Y k iir Arcing Dsslgher per MLSI/TpI 1 SNCA Fenn City,MO 63045 ALPDO w mom TPsee pkmtwV SECA-.::�,ug�y a 0web sites, w"Jccsafeorg MAX. SPACING 24.0' DNI❑ddS aa,3d�q o PM--ss,w�1--a �� ann von`M Mils';c�zl 56oE9oW'ki0v4M3 VMS T Idl/ISW•+w aw ism Bumn do Awnp ods,a al s Auo•+oa Z4Z eAnS '❑yd 'dnQ izoz/80/OI ay w+�a eo,sn Pw R�wwn+wu ++•o�a�+a +�a�Tnos�nas+��•+�+= •e-swdx3bUJ4Ve3K9 Tw+as:,awa ea a.bo sgwp4 e4+� n hod aum o ewo v m44 ub Iows v drys bu�u�. J•+a'T Idl/ISNV 4W a--D ul ssn•q+W 7��-��A7IBLga-1�ANtldW0oM1.1NV dSd 'TI 1101 � tie Ie sNsp Rw roa sign-&-w aa+I"--,%q s}wuoduao me nu bo wpq^lp a'++Wm N Ids b' � -MMS d„a}d p-pwgs-4 Z-Ml ,aap n d,bse dSd Ti ❑si „,., a t, , ss+t4''sTaam wr°r ea ua pm.��u,oys so Pw s jo 6TTOSnSH��?JH JM�1Q dSd 1Q ❑g "+••s�d'S,ddv .a xm to'ea sump-,ox IS�a ra u;4u 4 maq•�a4 na4■ Yo•+gal}u,usw,d rob ways suoR000l e4lloo Plel•+Pwpa};o Rlaadoad o,no4 ea49 ppw euppua4s�a.,p7n,ys P,4oq}o R)Jadoad"N etas P•mtP do}'sslsJs43o Psia+ss,1 Pam z oupo.rq�Wwodr,i,Pinoad M-P—nV4.S+t •suoppun&a-44 e4woa•ud o3•cMd s, •+d 6T/ZO/IO 31dQ dSd 1Q ❑1 b pw Tai R ua>awabul aa,aM�u,uoduoo eu VW 1=bo uonips�m,4>sallob 'Y o9•! jab '�Rovdq Pw e411oK4'Q4ddFis�OuW-4'e4?wh4ob 4 ww au,,yWw a+lnbaa-x—JI �SgnS N-13 d321 dSd 11 ❑1 LY Asa 3u 9HUM ra SHILNUMM TV U Manvna sed HSMU MlWlMdass olanvea sed No S31Q!TW AQIad Off aVM mNeMAss � ro 3u�y 'clam 3o aoro,4 yoroa o} quos <T) Alddy 'qam 3o aoro,4 apim uo quos 4a:.ua3 pp 'u6lsap pal'oas s,,aaaul6u3 uo asim,4a4:p pal,4pads ssalun aagwaw qam voq:. 4a44aq ao apro a6 puo sapads awes aq o} 4.uawa3,ao,4uia.4 quos ao '}uawao.4o,4ula,4--j '}uawao,ao fuia a-1 .jula�j quoS 019x2-2 9x2 smo.a 2 8x2 8x2-T 9x2 moi T 8x2 -41.6ual aagwaw qam 30 /08 wnwluiw wirx2-2 9x2 smo a 2 9x2 o sl aagwaw 6up.4odula21 'o'o ,9 :p 9x2-T yx2 mou T 9x2 slirou (ulw'.0'Ex.82T'0) POT 4�,Im 4oIDg4V aoo3 aad groos (T) uo4q a aow ON tix2-2 9x2 smog 2 vx2 Jo Ext 'clam 3o aoro j aplm o!� (s)groos Alddtl bx2-T yx2 moi T tx2 Jo Ext i:�uawaa,Ao juia�j q)o::)s jujaN gooS dula6 -1 uo -1 q.uiro a}sail azlS q uawa:)a.ao,4ulaN anI}rou aaq.ltl d-13 pal,413adS ,aagwaW qaM ',4u1a21--j 'Julab-1 qam a4} jo aoo3 mo a arou a4q. 6uolro uol}ooliddo ,aado.ad 43,lm a as,4.aaq ul Aow }oL4 'sq uior qam->i s-o q:)ns 's}ulor ssn.a:� 6uppas.aa}ui 4q.im sgam uo }uawao.ao,4ula a -1 jo -1 jo proaq.sui sgoos as❑ 'adk, q.uawa:uo juia.a aq.roi.ado.addro 4q.1m u6lsap un.a-a.a 'q uawao.ao juga a and}uu.aa}lo wnwluiw Jo-I 'ani}ron,aasuoo aq Cow molaq :�,ao4o ul paljpads q.uawao.4o,4ula.4 anlq.rou,aa:lb' 'q.uawa:)ao,4ula.a gross ao 4.uawaoa.ao,4ula.a--1 .ao }uawao.ao3uia.4-1 oq, su6lsap palroas Ald al6uls uo umo4s ,4q.6ual aagwaw N-13 pa131oads a44. 6ui6uouo 4o,4 algroollddo Aluo sl 11ro4.ap slNl clam jo X08 wnwluiw o sl Aagwaw 6ulo ao3ulaa 'o-o .9 1-ro sllrou (ulw'.O'Ex.82T'0) POT WW 4ou�q_d lsaloN /,,4ujaZmj_j mo.a.auu qam jo apls Aa4}la o} �Clddy pa aisap sl po4q aw q uawao aojuia a l�uawao,4o juiaN--j qam anlq.rou.aaq.lro uo q.nq u6lsap ssn q, ro uo pal,4pads sl 140 (8-13) q.ulo,a}sad lro.aaq.ro-i snonuiq.uo6 o uaLim pasn aq oq. sl liro}ap s141 �uawaa.Ao ju1a�-1 uoi4- nq- iq- sclnS jacjwaw bupjo juia�j y � :D System 42 Ply to Ply Connection Detail Using GRK (RSS) JTS 1/4x6-3/4 or Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal, Max. Concentrated I Load per Chart Below Max. Uniform Load per Chart Below L.tkm Refer to Alpine sealed drawing 1 l 1 1 l 1 l for individual truss design, Li 0 0 a >s~mh s�.l� Load Applied to Thls Ply 3 1/2' 3 1/2' Apply screws to top chord within 12' of the concentrated load location @ 4' o,c., min, Truss Member (Chord Shown) evenly distributing them to each side of the concentrated load. A maximum of 6 screws may be applied to the top chord for each 3/4' concentrated load. 1 1/2' For double top chords, evenly distribute the For single top chord, see chart below for screw screws over both top chords, using same spacing. For double top chord the screw spacing spacing guidelines specified above. The max may be doubled (but may not exceed 24' o,c. per number of top chord screws Is 6 per chord Screw Posltlon In the Truss chord), Screw spacing shall be offset by 1/2 the member for a total maximum of 12 screws. JTS or Strong—Drive Screw spacing o.c. s acin In each chord. If the concentrated load connection requires more screws than 6 per top chord member and the load Screws need only apply to the extents of that load. Is located at a panel point where webs Intersect the top chord, the remainder of required screws For chord sectlons supporting less than 100 plf apply may be applied to those webs below the one screw at each top chord ,Joint location. concentrated load location evenly spaced @ 4' o,c., min, keeping the 3' min end distances. Each additional screw Is worth 474 lb for SP webs, 442 lb for DFL webs, and 400 lb for SPF webs, # of Maximum Concentrated General Notesl Screws Load Qbs) (1,00 DF) Top Chord Screw Maximum n orm oa p SP DFL SPF 1, Screws centered along the 1,5' dimension of the 4x2 member. o,c. Spacing (Inch) Along Top Chord (1.00 DF) 1 474 442 400 2. Minimum end distance of 3'. SP DFL SPF 4 1422 1326 1200 2 984 884 800 3. Screws Installed with head In loaded member, 8 6 948 884 800 3 1422 1326 1200 4. Gap between plies not to exceed 1/8'.- 8 711 663 600 4 1896 1768 1600 5. Screw location may be adjusted up to 1' to avoid conflict 10 568 530 480 5 2370 2210 1 2000 with other hardware or to avoid lumber defects. 12 474 442 400 6 2844 2652 2400 6. Do not Install screws In areas where lumber wane exceeds 1/4'. 14 406 378 342 7 3318 3094 2800 7, Equal loads from both faces or loads that are evenly 16 355 331 300 8 3792 3536 3200 distributed to each ply do not require connections per this detail. 18 316 294 266 9 1 4266 3978 3600 8. For 3x2 members use GRK CRSS) JTS 1/4x5 screws, or Simpson's 20 284 265 240 10 4740 4420 4000 SDS25412 or SDW22500 screws or equal. 22 1 258 1 241 1 218 11 5214 1 4862 4400 9. Contact Alpine for special connections no ed by Is 24 237 1 221 200 12 5688 5304 4800 detail. FN RENKMA� 7N]S�„� "` M l �s f- TC LL PSF REF SY42 Connection Trusses=extreme caro in fabrlenttna handling,�Pplq,InstnNn oma bradnp, Ref etre Palaw the mast coition of aaaldtng component safety UMornntton iffy TPI and S�CN f any s TC DL PSF DATE 01/19/2018 es pNor a perforop these functions.have fperty attached a str arporory hradnp 2 W shaft noted roprty a top ed rI shall have p�opeAy shownfo perm en �ateranp and ahau have a properly attaches NNppa cenlInnpg, tocnilons shorn for permanent loarol res 4r BC DL PSF DRWG .CNSY42PL0118 shall have brads Installed per HSI secd-ons 83,87 or 810,as op • A Plates to + ?+ ALPINE Of Wer%=po ssy°"�`o"�°"`�.'�" .bInttorts, " � ° " ` BC LL PSF Refer a drnnmgs 160A-Z for standard pias positbns. 1 Alpine,a dNldon of ITV eampanents GrowP bac.shall not be respondbla for any dela 91 841' AN RW COMPANY hstadm bradrp mv t4 the truss In canfornanro with ANSI/TPI Lor for ha g,aHp TOT, LD. PSF A seal on thts droebp or cover Usting this drawing,Indicates omparce oP proPeaetanol ,7 10/08/2021 S Ito2 242 far enolM.rl re Asan sa.ly d�eslp�silo.LAdIn Th.wlabuty ame use aP t►rs ara.Ip DUR. FAC, 1,00 Suite 242 far ony b the BWdIg Basi WAt per ANSI/iPI I SeeE Earth City,MO83045 ALPINE,w aatpInettin.comii TPD r Aplr�tom ssca seeasx�n°e�y gi Ec ebw,�safearg SPACING Gable Detail Sy- For Let-in Verticals Gable Truss Plate Sizes About + Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web. vertical + Examplej rZ,o2X4 Length 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member + Toe-nall - Or - End-noll + + To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design multiply 'T' Increase by length (based on npproprinte Alpine gable detall). Attach each 'T' reinforcing member with End Driven Nnllsi Maximum allowable •T' reinforced gable vertical 10d Common (0,148'x 3.',min) Nalls at 4' o.c. plus length Is 14' from tap to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nallsi specie, and grade of the 'L' reinforcing member. 4 Noll (4)toenailsCommon (n14he3top and bottom chordsmin) Toenails at 4' . plus deb Length Increase w/ 'T' Brace 'T' Relnf. 'T' .T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Examples 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph GableNalls A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24o.c. SP #3 4• o,c A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maxinum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, S11530ENC100118, S12030ENC100118, S14D30ENC100118, S16030ENC100118, 4 N&117 S18030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 Calling See appropriate Alpine gable detail for maximum unrelnforced gable ertical length. y „l,M READ WING ALL � 7 �s ¢ REF LET-IN VERT Trusses require extreme care In fabricating,harxilbo shippiro and bradrq, Ref rte follow the latest wt+an ov ecst a,ildirq compament safety LMornatton, TPI and sBc 0 f > DATE 01/02/2018 pr�etkes prior he Perfornlnp these fl shalt hhavections. Lutnllers shag provide tenporory_brawn + Z sh ass notal otF�erwlse,top d�ord C' Imve properly shhown d structs nl to eral and b W shall have o properly attad,ed Nyd ee Socotlore shown far permanent lateral �I! DRWG GBLLETIN0118 shall have brndrq hstnlled per SaSI secifwis H3,B7 or BSO,as applkobla Apply places to ALPINE Re truss and p(aosition ae shorn above and an the i o s. Detals,Lm ass rested atFrcr Refer t droengs 160A-Z for st pandard plate positions. y1641,1 t this drowlny foislon lture t bbuild the truss sIn c�afomance with ANSLTPI for responsible f hnr�dW�g,shy V ANiTWCOMPANY Installation a bracbp of trusses. SSI��P� MAX, TOT. LD. 60 PSF A seal an this drdeft or cover tlstY,p this drowbig.Ydcntes acceptance oP professbrol stn earn city expressway frWdrYq erespoeubilley solely �d,@%sharm The stifiobuey and use of tHs dra.ng 10/08/2021 DUR. FAC, ANY Suite 242 far MAY s3vrb is tM the fultalft Designer per MSI/IPI 1 SaeB Earth City,Moeaoas A�PPM wwi&lpb*tn omt�TF11 wwwwApbutbonip sec wee. usa h ICle::wJ=safeorg MAX, SPACING 24.0' SY32/SY42 PLY TO PLY LSC C❑NNECTI❑N DETAIL FOR DOWNWARD LOADS ONLY Uniform Load Application Concentrated Load Application Installation Instructionsi 1, Position and attach LSC Load applied to loaded ply with (3) 0,131'x1,5' to this ply. Max, Load (lbs) Load applied nails Into narrow face, (See Table) to this ply 2. Bend clip over adjacent ply and attach wlth (3) 0,131'x1,5' naps into wide face. LSC42 for single 4x2 chords LSC32 for single 3x2 chords Max, T.C. Uniform Load (plf) Cllp Syncing Max Load Along Clbs) C SP DF SPF/HF Top hord sP DF SPF/HF LSC42-2 for stacked 4x2 chords 935 810 585 12' o,c, LSC32-2 for stacked 3x2 chords 625 540 390 18' o,c, 1870 1620 1170 470 405 295 24' O.C. 375 325 235 30' o.c, Note, Install LSC adjacent, equidistant, and not More than 6' on each Maximum LSC spacing is 30' o,c, side of concentrated load, Refer to Alpine sealed drawin@10DF1 y l truss design, esVARNDOM REM AM FOU""NNM Of nus nwtvnttl MEN-M MMM fvauSN nus>R,wnte m Au.CMffPA =DCUMM nE nsr �'� REF SY42 Connection Trusses regWre extreme rare u,fabrrnttr,p,hondb,p, and brndnp Ref tte ° follow the latest edition of 8151�Ildtnp CorporaM Safety 7rornatbn, TPI and S$CA)f ornetkes prior,to perfarrinp these functbns, InstoLLers shaU provide tenporrorY bruJn0 = aC DATE 10/01/14 Unless rated otherwise,top lord shall have property attached strnx:4rnl she&Wrp ad W shall hay.a property attadned a c.11^ectb l.oentlona shorn for p.rnanent lateral �+ DRWG LSCSYX2A1014 ®shall have brodnp IrmtaUed per s ns B3,87 ar HSO,as op e, Apely plates to of truss and position as shown above and an the Joint Details,urdess noted otFerwlse, ALPINE �°� dra I6oA_Z for plate paelt,ann _ Alpine,a dlvlsion oP ITV B�dlrro Conponmts Wow Gw shall not be responabb for anyy devin V ANffWCOMPANY Ung 6 drq dthe truss ti conformance with ANSI/TPI L or for hondhp,sH¢np 514 Earth City Expressway e�Absseearl an this droebp coyverf� tistb,p this dshowrowb,p,bMoates acceptance of professional i7 bs r�ct�s a the r•spvelith' rf 9+•1h. �Pa* �A16 M 1 Secy�� 10/08/2021 SURE 242 far cry !s Earth City,M063045 npanLmpk � eneal notes pace es ALPINE,wabfcoTP ,ftawww bchds,orgj=o wuwfeor0 DUR. 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'V 11ol as asn puo wow vo ,b2 }D pallvpul aq ;snw su11,And •ssn.A; 'saoo3 )1310 o} N d0 S q a4; 310 do} ;1013 a4; uo pal3pads ;ou am Bui4}oat's ao su�l,And 3I as;oN }uo.A3 'n'o b pajaWvp aq Aow sa}old )progABld ',Ild Aad a3D3 rad s1110u sLE'1x.o2I'0 Cb) .3.0 ,y up-ods ull.And •spua 4}oq 4;daQ 4ir ssn.A OU%f o} ynD uol;D3l.Agn ;o pa.Alnba A sulland p Aolp do; }Dlj puo43 (Pu3 43103 1D3idAl) qumS p,A043 dol do 14 ;D >310q �I o4 44aa t 44'y '3'o ,8 4 lln� a3D3 4noa o} a;old >InogABl ld anDM HdBZ aup xow 1310 ,4z a�101d )1309 Id anoM HdBZ � BupvdS uO,And paAaBBp;s aq ADw sgonSD3'PJ043 do}ssn}3asogb ul CE) puo p Ao43 wo;}oq don ul CE) •qws Aad (,Ex.82T'O) sllOu xoq POT (9) 4}IM '3'0 ,8 8 4310;4v '(a3D3 43Da) sgons 4}dap p.204n lln3 'Z# 3dS bxZ , ,Z sgD3S lD3l;.Aan bxZ saoo3 >inoq o} uoa3 '3'o b pa.AaBBo}s aq ADw ;a sssnq 'P-.J04:) co; ssn.a; asoq ul (b) puo p.Ao43 wo;;oq don ul (b) ;assnB jad slpDu (,Zx,ET110) u0ww03 139 t8) 4;IM '3'0 8 B 4310}}v '<aDD3 43105) s}assn99 u14;Da4s pa:DW VdV (ulw) ,91/Lx.Sx.8 ;assnq pa;.vN VdV zT o; do sa3D3 >I3Dq o} ;uo.a3 '3'o b pa.Aaftwp (,S'Ex,SET,O) sllDu xoq p9T <Z) 3o wnwlulw o Bulsn ZT aq ADw sa;old xoln al •p,404n do} ssn,A; asaq ul pao43 do} 2,,1013 a4} D; BupDJq ull.and 4310;;v (b) puo p.A043 wo;;oq dw o}ul sllou .gLE'Tx,OZPO ,b (b) 4;IM '3'o 8 a a3D3 4010a O} 4nro} n,o 410 (.Ex,BZT'O) sllou xoq POT 310 sMo A;d 'sJagwaW a 4;1M pa43D;;D p.A043 4364101 puo 9xa 40,4sa;old xolnui OTXE (pua 4noa ;D Aluo apls 1) qws apo.a6 E# M? 4;IM p.A043 puo •.Aagwaw p,Ao43 bxZ ao3 sa;old xolnul 8XE asll do; a in3as puo (,S'Ex,SET'O sll10u xoq p9T (g) 4;iM Bul3D.Aq xoln Al ullind p,Ao43 do} 11D o} pallou ;uDls ssnx, dw >progA661d asp04;au BulM01103 a4; 40 auo 4;IM D'o u V G < 6 u i�to d S u i ,And I g 11-o�a Q uol}3auuo3 apino,Ad 'uol;lppD ul ■ 'uaaM}aq ul 6uloods 'o'o xow ,b2 ;D puD spua 'algD;da33D sl a}old anDM 41-oq ;D pa.Alnba.A sullind p,A04m do} ;Dlj (pua 43103 lumIdAi) gozS PJOy3 dal 3o sa104 n.44; Bulll10N as;oN 'sllrou ,GLVTx.O3T'0 Cb) 44.1M 31 ssn.A} asaq a44. o} pa43D}}D puo 31 ssnJ; >pogAB51d a4} o; pa}old a;Dld >pogA65ld anDM Hd92 (T) -ao 31 ssn.a; as oq m ul (b) p 31 don o;ul (b) 'sllou .gLe'Tx.021'0 (B) 4;IM pa43D441D a;old xow '300 ,bB xoln-jl BXE (T) AlulMollo3 a4; 3o Aa4;la %lm = BupndS unin panolda.a aq Arow qns bxZ apDaB E# p,4043 do; 841 ,Z (.S'Ex.SET'0) s1110u xoq p91 (a) Bulsn pio43 da; ;D13 a4; o} BuloD.Aq ullind 43D;4v ,1• 3'0 ,b 4.10 (.Ex.82T'0) sipu xoq POT 3o sro.a a 4;1M pa4nD;;D (pua Liza ;b Aluo apis 1) dT o; dfl gD3s apro.AB E# bxZ y}lM 13.4343 do} a.Amas puo (,S'6x.SET'O) sllou xoq pqj (Z) 41.IM BupD.Aq ull.And ZT pu043 do} 1110 o; pallou ;uDis ssn A; drop >pDgABBId s s a l -4o -:)-o „{j 2 = 6 u i>to d S u i l.And l V 11-oo,a Q suol;ro313pads ssnj:, asoq puD >13-oqABeld 403 SuIMDJp u6isap ssn.a; palms s,,4aaulBu3 o} .4a,4aa ■m 'spool ;n.A;s BDap ao Aauwl43 •aldaa;s •Dlodno so 43ns spool lrouol}lppo s;.Aoddns dna 31 algonnddD }ou sl 1pD;ap '3'o ,ta sl 6upods ssm4 wnwlxDN spua algo6 Jan0 sppol aupld 3o ;no x4 Oupoaq 1p,Aa;DI puo •sull and ulp.a;sa,A Al;uaurowiad o} aBD,ao43uo algw;ins .aa4;o AuD Ao BupDaq louoBDlp apino.Ad llD4s pio3aa 3o ,aa8ulBu3 BulPllnq a41 'sull.And Ao 6u14;Da4s Aq pa3D Aq Ala;Dnbap o aq ;snw sassn A; dw >progA68ld Bul}.aoddns sassn,a; 310 sp.A043 dol aa;oN '0'T=;zX •(ulw) 3sd O =-iH pu1M •a dx3 •3oo,A ul a.Aa4MAuv pa;D3ol 'BpIH pasopu3 101-L 33SV •}BH —aN }b 00,0E 'pulM 4dw ObT u0 'O'W= ZH '(upw) ds 0'S =-l[[ P IM '3 dx3 '3oo a ul a Aa4MAuD pa;pool ' plH pasolou3 'OT-L 33SV ';BH uroaH ;3 00'06 'pulM 4dw 091 00'T=4-z>i f3 a,4nsodx-� 'pasol:)u:l `4451aH u'oaW ,0C lgdw 09T :OT-L 33SV - 11-ogaQ >{anqA66id Valley Detail - ASCE 7-10; 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical - Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0,126' x 3.0') nalls at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous )KW Attach each valley to every supporting truss with, Lateral Restraint applied at mid-length of web Is permitted with diagonal (2) 16d box (0,135' x 3.5') nails toe-nailed for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced withi Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed Installation, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Or Bottom chord may be square or pitched cut Purlins at 24' o.c, or as otherwise specified on engineer's sealed design as shown. Or By valley trusses used In lieu of purlln spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design, members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from WXX Note that the purlln spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley Is measured along the slope of the top chord. All plates shown are ITW BCG Wave Plates. ++ Larger spans may be built as long as the vertical helght does not exceed 14'-0', 2X4 4X4 3X4 12 12 Max, I— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �---- 8-0-0 max -i Bottom Chord Bottom Chord End Detail Joint Detall Valley Valle 4X4 Toe-Walled / y 12 or m n T u ss e 12 Max.I at 2A' oz. X3 /VC11.4v Set 1X3 6-0-0 a 4 1X3 5X4%SPL (Max Spacing) 63 2X4 Q pG��.9 SQ Common Trusses Partial Framing Supporting trusses at 24' o.c, maximum spacing. OF Plan Y MVARNBOM READ Arm FM1.0V ALL MM IN Thai MAWVUv NOWWWON!RAO=7=aRAVIM M ALL CONTRAVIIM DKUMM IM aur TC LL 30 30 40 PSF REF VALLEY DETAIL Trusses roaryiro extreme caro h fabricating,hondtlnp,side'tr�,kL,tattln and � Re follow the lat.IIt edition of BBI Bult&V component Safety Lffornation,4iy TPI and SCCA) e+ty > TC DL 20 15 7 PSF DATE 10/01/2014 noted o to se,topperforming these fuictlons. fperity ars shall provide teripornryy brnrrq . Z W Unless noted otherwise,top drord shall hove properly attached permdnerT saterenp and ahau here a properly attached tie ixatioro sham for permanent lateral w BC DL 10 10 10 PSF DRWG VAL160101014 shall have bracipon hstalled per ifCSlone B.,$/or 1310,as f, Appl platfE to a ALPINE Re truss and 2ss 16C as forabove anti a thsitioJoint n.taRw,�R��noaa o�ner,ief, � BC LL 0 0 0 PSF Refer to drawings 1 n"for shown above pinta positions 1 Alpin,a dHWen of ITV��Components Group Inc shall not be respons"a for eny d 81 B4'1'" Me drawn;'any faauro ta buldthe truss m conformance with ANSIMI 1,or for haridUnp,aid SSIO�A�' TOT, LD, 60 55 57PSF AN FW COMPANY installation L bracing of trusses, A seal an this drawk;or cover Usti;this drow1ing,Mentes acceptance of professbnl 514 Earth City Expressway �plfrWrrer�rfspoeub�U sntety far t�x do%stwwn The sufmbt3ty and use of,talc drawtip 10/08/2021 DUR,FAC,1,25/1,33 1,15 1,15 Suite 242 MOM br rfspoeukRty oP Polak;Deslprfer ppaerp ANSi/rPI 1 seep- Earth City,M063045 ALFRM wnAlrop4nfltrwnl�TPu�wwW i S13f,A.m.chclnd=11ro IM wnkcsafforp SPACING 24.0' )6 a Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 Pa- e 8 S stem 2 Second Floor Summa Loads Component Area Sen Lat Sen Total Descripffon Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 241 5,065 0 9,015 9,015 reflectance=0.32,U-value 0.35,SHGC 0.35 12E-0sw:Wall-Frame,R-19 insulation in 2 x 6 stud 2011.7 8,208 0 1,423 1,423 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-0sw Part-Frame,R-19 insulation in 2 x 6 stud 350.6 953 0 953 953 cavity,no board insulation,siding finish,wood studs, U value 0.068 166-50:Roof/Ceiling-Under Attic with Insulation on Attic 2434.4 2,921 0 2,095 2,095 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-50 insulation,U-value 0.02 20P-19:Floor-Over open crawl space or garage, 481.1 1,443 0 72 72 Passive,R-19 blanket insulation,any cover,U value 0.05 Subtotals for structure: 18,590 0 13,558 13,558 People: 4 800 920 1,720 Equipment: 0 400 400 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM:231,Summer CFM:106 15,184 2,166 929 3,095 Ventilation:Winter CFM:0 Summer CFM:0 0 0 0 0 System 2 Second Floor Load Totals: 47,117 4,174 23,246 27,419 Check Fiures Supply CFM: 968 CFM Per Square ft.: 0.397 Square ft.of Room Area: 2,434 Square ft.Per Ton: 943 Volume(ft'): 21,910 15y9ern Loads Total Heating Required Including Ventilation Air_ 47,117 Btuh 47.117 MBH Total Sensible Gain: 23,246 Btuh 85 % Total Latent Gain: 4,174 Btuh 15 % Total Cooling Required Including Ventilation Air: 27,419 Btuh 2.28 Tons(Based On Sensible+Latent) 2.58'Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions_ GA...1Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM J Salerno Residence HVAC Load Calculations for E FJ 8-it * in" C RasiogNTLAi, F IVA HVAC: LoADs of NE�jj�- r m2 C? �o 06 �gOFESSIO�P�' Prepare John R Sharpe,PE Sharpe Engineering Inc. 130 Futura Drive Suite 200 Limerick,PA 19464 610-489-8212 Tuesday,August 17,2021 N.Y.Lic.No.083759 NY Cert.of Auth.No.0009279 Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Salerno Sharpe Engineering Saleo Residen Pottstown PA 19464 Pa e 2 Pro'ect Re ort General Proiect Information Project Title: Salerno Residence Designed By: John R.Sharpe, PE Project Date: January 21,2021 Company Name: Sharpe Engineering Inc. Company Representative: John R Sharpe, PE Company Address: 130 Futura Drive Suite 200 Company City: Limerick, PA 19464 Company Phone: 610-489-8212 Design Data Reference City: Westhampton,New York Building Orientation: Front door faces Northwest Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Bulb Wet Bulb Rel-Hum Rel.Hum Dly Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,199 CFM Per Square ft.: 0.288 Square ft.of Room Area: 7,640 Square ft.Per Ton: 1,333 Volume(fN): 67,687 Building Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 F0 Page 3 Miscellaneous Report System 1 Basement&First Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2 Second Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb Rel-Hurn Rel.Hum D Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runout$ Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor. 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ftJmin 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.632 AC/hr 0.290 AC/hr 712 CFM 327 CFM Infiltration Actual: 0.610 AC/hr 0.238 AC/hr Above Grade Volume: X 67 687 Cu.ft. X 67,687 Cu.ft. 41,311 Cu.ft./hr 16,094 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 689 CFM 268 CFM Total Building Ventilation: 150 CFM 150 CFM —System 1— ' Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp.Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp.Difference) Winter Infiltration Specified: 0.632 AC/hr(482 CFM) Summer Infiltration Specified: 0.290 AC/hr(221 CFM) Blower Door Data: Wind Shielding Class: 1 -No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 5,641 Test AC/hr(Selected): 5 —System 2— Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp.Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp.Difference) Winter Infiltration Specified: 0.632 AC/hr(231 CFM) Summer Infiltration Specified: 0.290 AC/hr(106 CFM) Blower Door Data: Wind Shielding Class: 1 -No Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 5,641 Test AC/hr(Selected): 5 G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineerinq Salerno Residence 10 Pottstown PA 19464 Page 4 Miscellaneous Report cont' Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceilin Leaka a Insulation Area MMDD 1 Supply Attic 16B 0.12 8 657 No 1 Retum Attic 16B 0.12 8 243 No G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residentia_I&Light Commercial HVAC'Loads Elite Softu4are Development;Inc. Sharpe'Engineennq ,`ty "' 'SalemogResidence Pottstown"PA-19464 Load Preview Re ort Ne Re ft Se La Ne Se Ht Clg A Dud Scope s Ss SW To To /To Are Gai Mah5s CFM CFM CFM Size Building _ �_. 5.23 5.73 1,333_ 7,64011,168 62,760-120,067 1,407 -2,199 2M199_-- Svstem 1 _ - 2.95 3.15 1,653 5,206 28 347 6,994 35,341 72,949 821 1 232 1,232 12x1 _ ..-__,.. . __._.__ - Ventilation3,070. 4,387, 9,876 -2-Basemen Ba - -- ---`-- 1,33 ti 3 63' 21�78- 315 ...-8-8 - 81- -5x Zone 1-Clg 6%,Htg.:40% I 2,546 1,927, _ - - 1 1-UGIitV Room _- 129, 32, 27.' 66 481 6 2 2, 1 t th 55 39 3-Electric Service Room 70 24` 24' 48' 657 4-Basement - - --_--- i- --, - - 2,293_- 1,832 -1,2943,126 22,535 293 83. -83 1 Zone 2_Clq.::94%,Htq_60% _ 2,660 29,9092,548 -32,457 38,022 495 1,363 1,363 12x1 __ -MasterBath _ 139 2,591 190 2,781 3,836 50 118 118 5 2 6-Master Bedroom - j 244. 6 691 297 6,988 3,057 40. 305 305 3- 7-Master WIC ! 108, 600 149 749, 2,455 32' 27: 27; 1 BGuestRoom i 169 1,992 347 2,339 3,110 40 91s 91' 1 9-Guest Bath _. -_.._-__ _ ..._. _. 66 115 811 196 1,193 16 5. 5' 1 10-Great Room 319 71826 345 8,171 41074 53 357: 357 4 11-Entrv/Hall ; 227, 1,169 93. 1,262 2,057, 27 53' 53, 1 12Dininq Room 264 2,479 264' 2,743 4,966 65, 113 113 2 134Kitchen -_ -------- -- ;--, - - -528_3,338 256 3,594 ---4,738- 62 152- 152 2 14-Powder Room 52 461' 106 567 1,763 23 21 21� 1- 15 Laundry _ 63 1,054 114_ 1,168_ 1,738 23 48 48. 1 over Ba -------- --'- - - --287 1,479 252--1,731 -_.4 3 1-4 16-Foyer Bath II-- _ ; ' _ - ' -- 50-__-_-_ 971 -_- 42--1391_-----499' 6, 4; 4� 1 - - 17-Foyer _ 57- --- .- _ 1 18-Pantry _._.._. ._ ...,.__....__,_.---_.,-......;_....,.._ 144 17 12, 29; 182 2 1 1' 1 SVstem2 - -2.28 .2.58 943;-2,434 23,246 4,17 4 ,,- - 27419 47,117_586--968_-_968 '---•-_- 12x1 SuPPIV Duct Latent 731. 731 -- Return Duct _?,O 476 2,485 2,122 i Zone 1-Cin.:67%.Hto.:57% - j_ 1,541 15,354 1,998 17,352 25,453 331; 700 706 10x1 19-Bedroom 1 211 3,591 419 4,010 4,483 58' 164 16d 2 20-Bedroom 2 I ; 240 3,448 314. 3,762 2,875 37, 157; 157 2 21-Bedroom 3 -------- ----- -- -- - - -- ---- J 173 1,841, 416 2,257 4,267 56' 84, 84, 1 22-Bedroom 4 177 1,853 419; 2,272 4,329 56 84; 84' 1 _ - - - - ---- J -- =- ------- -----.--- - 23-Oven Office _- i ; 146 2,071 120 2,191 3,268 43 94 94' 1 27-Hall Bath 2 121, 1,642 86; 1,728 1,924 25 75! 75' 1 28-WIC 2 36' 138 58; 196 971. 13 6 6 1 29 WIC4 37; 42 01 42' 59, 1j 2, 2. 1 30-Hall Bath 3 - j j 60, 213! 86 2_99 1,468 19 10' 1_0 1_ - - - - 340 -- 5171--801 597_11,809 - 241; 24 _24 - 31-Uastairs Hall 1 ---- -- -- -1 Zone 2-Clq.:33%,Htq.:43% 894 7,461 968 8,429 19,543 254, 340 340 8x1 24-Family Room 526 6,410 588 6,998 12,927, 168 292 292 3- 25Storage - - _--_ .-_ _-- - _ 122 433 176 609 2,983 39 20. 20 1 26-Hall Bath118 290 94, 384 1,687, 22 13 13 1 -- ------------- ------- --- -----j -----r-- .- .. - -r- ---- „32-Upstairs Hall �- - -^ - - „I 128; 328 110 438 1,946 25'. 15. 15 1 _ Sum of room airflows maV be greater than system airflow because _ system has muRinle zones. G:\...\Salerno Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 l' Page 6 Total Building Summaly Loads Component Area Sen Lat Sen Total Descri tion Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 769.4 16,159 0 29,025 29,025 reflectance=0.32, U-value 0.35,SHGC 0.35 11 P:Door-Metal-Polyurethane Core,U value 0.29 47.8 677 0 268 268 151311-Ow-6:Wall-Basement, ,framing with R-11 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core,no board insulation,plus interior finish,wood studs,6'floor depth,U-value 0.056,above grade U-value 0.099 12E-0sw:Wall-Frame,R-19 insulation in 2 x 6 stud 5761 23,503 0 4,075 4,075 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-Osw.Part-Frame,R-19 insulation in 2 x 6 stud 585.2 1,431 0 1,271 1,271 cavity,no board insulation,siding finish,wood studs, U-value 0.068 1613-50:Roof/Ceiling-Under Attic with Insulation on Attic 2707 3,248 0 2,329 2,329 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-50 insulation, U-value 0.02 21A-24-c:Floor-Basement,Concrete slab,any thickness, 2546 3,819 0 0 0 2 or more feet below grade,no insulation below floor, carpet covering,shortest side of floor slab is 24' wide,U-value 0.025 20P-19:Floor-Over open crawl space or garage, 481.1 1,443 0 72 72 Passive,R-19 blanket insulation,any cover, U-value 0.05 Subtotals for structure: 51,516 0 37,073 37,073 People: 7 1,400 1,610 3,010 Equipment: 0 1,800 1,800 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM:689,Summer CFM:268 45,331 5,490 2,354 7,844 Ventilation:Winter CFM: 150 Summer CFM: 150 9,876 3,070 1,317 4,387 Total Building Load Totals: 120,067 11,168 51,592 62,760 Check Fi ures Total Building Supply CFM: 2,199 CFM Per Square ft.: 0.288 Square ft.of Room Area: 7,640 Square ft.Per Ton: 1,333 Volume(ft3): 67,687 Building Loads Total Heating Required Including Ventilation Air: 120,067 Btuh 120.067 MBH Total Sensible Gain: 51,592 Btuh 82 % Total Latent Gain: 11,168 Btuh 18 % Total Cooling Required Including Ventilation Air: 62,760 Btuh 5.23 Tons(Based On Sensible+Latent) 5.73 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 0 Page 7 S stem 9 Basement & First Floor Summajy Loads Component Area Sen Lat Sen Total Descri tion Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 528.4 11,094 0 20,010 20,010 reflectance=0.32, U-value 0.35,SHGC 0.35 11 P:Door-Metal-Polyurethane Core,U-value 0.29 47.8 677 0 268 268 151311-Ow-6:Wall-Basement, ,framing with R-11 sill to 308.7 1,236 0 33 33 floor in 2 x 4 cavity, core,no board insulation,plus interior finish,wood studs,6'floor depth,U-value 0.056,above grade U-value 0.099 12E-0sw.Wall-Frame,R-19 insulation in 2 x 6 stud 3749.3 15,295 0 2,652 2,652 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-0sw:Part-Frame,R-19 insulation in 2 x 6 stud 234.6 478 0 318 318 cavity,no board insulation,siding finish,wood studs, U-value 0.068 1613-50:Roof/Ceiling-Under Attic with Insulation on Attic 272.6 327 0 234 234 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane, R-50 insulation,U-value 0.02 21A-24-c: Floor-Basement,Concrete slab,any thickness, 2546 3,819 0 0 0 2 or more feet below grade,no insulation below floor, carpet covering,shortest side of floor slab is 24' wide U-value 0.025 Subtotals for structure: 32,926 0 23,515 23,515 People: 3 600 690 1,290 Equipment: 0 1,400 1,400 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:458,Summer CFM: 162 30,147 3,324 1,425 4,749 Ventilation:Winter CFM: 150,Summer CFM: 150 9.876 3,070 1,317 4,387 System 1 Basement&First Floor Load Totals: 72,949 6,994 28,347 35,341 Check Figures Supply CFM: 1,232 CFM Per Square ft.: 0.237 Square ft.of Room Area: 5,206 Square ft.Per Ton: 1,653 Volume(ft'): 45,777 System Loads Total Heating Required Including Ventilation Air: 72,949 Btuh 72.949 MBH Total Sensible Gain: 28,347 Btuh 80 % Total Latent Gain: 6,994 Btuh 20 % Total Cooling Required Including Ventilation Air: 35,341 Btuh 2.95 Tons(Based On Sensible+Latent) 3.15 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Sharpe Engineering Salemo Residence Pottstown PA 19464 owl' Pa e 8 S stem 2 Second Floor Summaty Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain Low E U=0.35:Glazing-Low E windows,ground 241 5,065 0 9,015 9,015 reflectance=0.32, U-value 0.35,SHGC 0.35 12E-Osw:Wall-Frame,R-19 insulation in 2 x 6 stud 2011.7 8,208 0 1,423 1,423 cavity,no board insulation,siding finish,wood studs, U-value 0.068 12E-Osw. Part-Frame,R-19 insulation in 2 x 6 stud 350.6 953 0 953 953 cavity,no board insulation,siding finish,wood studs, U-value 0.068 1613-50:Roof/Ceiling-Under Attic with Insulation on Attic 2434.4 2,921 0 2,095 2,095 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic,No Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-50 insulation, U-value 0.02 20P-19:Floor-Over open crawl space or garage, 481.1 1,443 0 72 72, Passive,R-19 blanket insulation,any cover,U-value 0.05 Subtotals for structure: 18,590 0 13,558 13,558 People: 4 800 920 1,720 Equipment: 0 400 400 Lighting: 0 0 0 Ductwork: 13,343 1,208 7,439 8,646 Infiltration:Winter CFM:231,Summer CFM: 106 15,184 2,166 929 3,095 Ventilation:Winter CFM:0 Summer CFM:0 0 0 0 0 System 2 Second Floor Load Totals: 47,117 4,174 23,246 27,419 Check Fi ures Supply CFM: 968 CFM Per Square ft.: 0.397 Square ft.of Room Area: 2,434 Square ft.Per Ton: 943 Volume(fft 21,910 r%tstern Loads Total Heating Required Including Ventilation Air: 47,117 Btuh 47.117 MBH Total Sensible Gain: 23,246 Btuh 85 % Total Latent Gain: 4,174 Btuh 15 % Total Cooling Required Including Ventilation Air: 27,419 Btuh 2.28 Tons(Based On Sensible+Latent) 2.58 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J,D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\...\Salemo Residence.rh9 Tuesday,August 17,2021,4:50 PM 26'-6" 13'-3" 13'-3" 59 If R OOF RUSS Y OTHE NEW GUTTER &Tnial CS d 'i'p11. 1 T DN �X�© (r�� ! LEADERS WITH AWMO-FlawTit GUTTER GUARD (CMST requires C� minimum L 2-2x studs) s p T-6" 9'-2" 4'-10" Cn PROVIDE 2'-6"xT o CONTINUOUS +, ;; f " 0 n " PERFORATED aaas mx ,' jM 1� 2 xT-0LOW ROOF AREA 1/2" GYP. BD. SOFFIT VENT `,ea` LOW RO AR 1 U' PMA*mm 1(pC bCS" ""N oNM mnet-.m c IU'! 8' L O VINYL SIDING 25'1 o boa „ 1/2 GYP. BD. R-21 INSULATION ! Q 1/2” CDX JJ %�//y� FAMILY ROOM PLYWOOD ` 1D - UtI j� tp 41 2 Na r'l� i SECOND FLOOR �j I � �'� o �; _ �, � SHEATHING _� , o co flow/poll 2" x 6" DOUGLAS FIR . ,i � �j N °" � ,� STUDS 16" 0 _ J 3/4 T & G PLYWOOD •C• f�pAtV , SUB FLOOR " TYVEK HOME WRAP — ..�. x OR EQUAL AS VAPOR _ BARRIER 8,-5n C 1 " J ST Y O HE O BRACED WALL DETAIL WSP METHOD WOOD STRUCTUAL PANEL ' C X1 r S CID 1/2" GYP. BD. { . WET BAR )ip U1 �' o N LOW R _ 0 STORAGE 2'-8"x T-0" STORAGE 4T-T 112" GYP. BD. LOW ROOF AREA o T-0" 20'-42" 14'-0" —r- -8"x CD " (2)2959 FIRST FLOOR (2)3759 � (2)3759 � CASEMENT/ EGRESS 51/4"x 117/8"ML EGRESS 51/4"x 117/8"ML C TEMPERED 5114"x 117/8"ML 4'_6" C i13'-0" 5'-7 " 15'-0" 13'-0" 2 60"TUB T 13'-10�"-�=,�., s 3/4" T & G PLYWOOD 12" CONCRETE 2 ti �-,� SUB FLOOR REINFORCED FOUNDATION WALL CIDBATHROOM 16' JOI T B 0 ER WATERPROOF SHOWER MEMBRANE NFIREPLACE BEDROOM N S o I T-102" FIRESTOP BEDROOM VENT F- _ 1/2" GYP. BD. Ca N 11 CL 41 o 2'-6"x T-0" BASEMENT 8'- 0 2'-0" = 2"x 4"WALL WITH 2 o R-15 INSULATION x x = F- CL = q CL N o 4'-4" 5'-2" -111-014<1 �i o CL71 F F— �\� co o� N DN ° _ N BATHROOM N SHOWER � DCONNECT O SUMP N °' S C14 N '—p M lui 3'-V v ti CL CL 2'-6"x 7' " -F! ATTIC =-N = CL 5'-6" 4" CONC. SLAB OVER —ICN -d T-1" 1'-6" ACCESS r �* T O 4" GRAVEL CN STONE ON 6 MIL. 0 0 o N VAPOt BARRIER K J to C? N (2)2'-6"x T-0" , 24"x 12" BARN DOORS FOOTING W/ 3 #4 REBARS co zo � = o BEDROOM BEDROOM GRAVEL FILL ` OPEN OFFICE } 4" DIP.. FOOTING 15'-0" 16'-3" 15'-0" DRAIN WITH FILTER 6" 6" W1 i4 x W1.4 WIRE �1 - MESHSCALE: '112" = 0" (2)3759 BELOW I 3759 3759 3759 I (2)3759 i EGRESS 5114"x 11718"ML WALL EGRESS 5114"x 11718"ML © SECOND FLOOR PLAN 2745.67 SF JOSEPH M.DONATO,R.A. © I N 5114 x 117!8 ML { - ��-- N.J. LIC. NO. 1'2280 SECOND FLOOR PLAN BELOW SCALE: 114" = 1'- 0" 9'-0" CEILING HEIGHT —3'-6" 8'-0" 8'-0" 8'-0" 8'-0"-- 8'-0" 8'-0" 5'-6" F-0" 10'-6" N.Y,.LIC. N0. 02297 16'-0" 16'-0" 16'-0" 48'-0" PROPOSED NEW HOUSE ALL STRUCTURE AS PER DESIGN nFr- Project: PROPOSED SINGLE FAMILY 1485 PARK VIEVV LANE '�WBIN"wnvc oar. Li BY TIMPLEX CORPORATION ORIENT,NEWYORK 11957 oFst�uTMio ED A JOSEPH M. DONATO, A.I.A. �S��Rc HA Roti% ARCHITECT +„ BRACED WALL LOCATIONS 14 ROUTE 4 WEST w 2 a RIVER EDGE,N.J.07661 * o % � * ..:.. 201489-8800 0 ��c SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER Rev.No. 1 - 12/7/22 -garageroof/ceiling structure 9T �22g7a �0 O F N E`N DATE: 08-07-2021 JOB NO. 183 A_5 No. Description Date i I ----------- ------------ -----------y i I i ' I i I I � I ` I I --- - -.-- - -- � �' 06/ - -- - - - -- - i X d X _ I � 4A j Ir } I �I N ! r 4 x I I � N II j x10 KR ICS loo '`oc I I i I 1 i DG ------------- 7-------------------------- i---------------------------------LU — I i I oUS Uj I r I O I ! } I m mCn I I o ' I Eu-- Cn � I i I co ; 1 o I N Cn CC I � II o -------- I l �2'-0"4 0 * 2'-0"4 0 1- i ! i T T ! I I a o I I ! CHIMNEY CHIMNEY I I WAILS: frru A LU ! i I 3: ! I o i I m I I cn w011 W WOF PLAN: 1/4" MC1`d!.iMlSK1CJiME AAD I >- I o >- I RMUM A"C"O" � �- U FRAtIM CHECK !UST; Ci U I �LLI = i f noQ 40E HVMCANE STRAPS II LL. INEH U ! '0',- o O I O I (nO ! ! Aff cn w I oo ROOF TRUSS SYSTEM ROOF TRUSS SYSTEM I I ROOF TRUSS SYSTEM ROOF TRUSS SYSTEM BY OTHER BY OTHER i I I I I � Rev. No. 1 - 12!7/22 - garage roof/ceiling structure I I BY OTHER BY OTHER I I NM- I ---------- --------- ! i I JOSEP OD10 T ,R.A. ROOF PLAN N.Y. LIC.NO.: 022978 L------------- ------- L---------------------� I � I PROPOSED NEW HOUSE Project: PROPOSED SINGLE FAMILY 1485 PARK VIEW'LANE Cn I ORIENT,NEW YORK 11957 1 � I I a JOSEPH M. DONATO A.I.A. ARCHITECT ! 00 AR i ' I � m I •�� Cy�TF , ..fit � ��4�; - - - - - - - - - - - - - -- ---- ---- -- - --- - - - - - - - - -- - - - --- - - - - - - - - - -- - - - ----- - - - --- - -- - -- -- - - - - - - - � ��C,�A AE � Oo ' " 14 ROUTE 4WEST LU a '" v * RIVER EDGE,N.J.07661 W -i 201-489-8800 * on SCALE:AS NOTED DRAWN BY:JR $ O DRAWING NUMBER s� 02291 -1 No. Description Date 17TF OF N�� DATE: 08-07-2021 JOB NO. 183 A-6 100 U 10 Woo 2 , - MA li _ - - WOV � - I • �) � 11 � -P V .01 1 0PA CIS - ` – — l 10 L100 _ i • ' - y - - d�hN1#�lx%!fi� �/K{ N� -_ - _' - . 110, - - j• .` -- , - 111 2 - ; - - II - - - ' C2YLxt ONOWT . - , -- - � !� �� - ._ •. -- , � � off' or _ MIN .� I _ 1W I Pvo i +► v s : Stair Stringer to - • Deck Framing _ IN v tit- � ' =fi7 r ❑Joist to Beam r[A - • - • - • - • • • - 5e n,rya.Nf Y'..F • - - • . � - � . _ 1 _ • 4X4, fix, , �F. ✓V/J 2X1 , , �� • - -01,b11�G PILO() - � 'v T`�'� «s Post to Footing oc low Ile 4x 01 lNe 10 - a: JOSEPH M. DONATO, A.I.A. • _ - ARCHITECT - • - 14 ROUTE 4 WEST _ _ , - ., - _ • _ RIVER EDGE N.J. • , .J.07fi 1 : ,'i:x" '} 201-489-8800 JOSEPH M.DONATO, R.A. N.J.LIC.NO. 12280 _ ' _j _ _ ' N.Y. IC.NO. 022 1861 �RE�AR CHA - - _ , -PZVTI WA CO OT Ak.0 .1 019 ViRow • . 1 �. 02 qV5 �o 26'-6' _ 13'-3" 13'-3" A r.'r.E N D M, 1 Jill a,, 59 - 9T Ii R OOF RUSS Y OTHE NEW GUTTER & huftflatiansT ,,� � T DN / X 1p (/��now-M-Flw Tit LEADERS WITH (CMsrnqubes ice+ AM GUTTER GUARD 2-minimum i ) T-6" 9'-2" 4'-10" PROVIDE 2'-6'xT-0" CONTINUOUS � �� .�; �� . . iD ala r-s"xT-0" 00 PERFORATED �L�, y �, _ LOW ROOF AREA 1/2" GYP. BD. SOFFIT VENT _ � LOW ROOF � 1� �,�, - AREA I rL -a � o Cp , 0 I "i i. CS rd N N wowftw of 8 9-6 8-0 _ VINYL SIDING 25-6" Q Q' = 1/2 GYP. BD. R-21 INSULATION f N 6--7TL.1 V 1/2" CDX -c 1 ! ►� ! _ FAMILY ROOM PLYWOOD SECOND FLOOR I I ' � +� S p �r SHEATHING ail o r`n .► co N ro O t . p 2"x 6" DOUGLAS FIR 1 co 3/4" T& G PLYWOOD STUDS 16" O.C. rVAIU i i -- SUB FLOOR "TWEK" HOME WRAP - OR EQUAL AS VAPOR BARRIER `O +_ • IC 1 " J ST YO HE 85 BRACED WALL DETAIL WSP METHOD ( WOOD STRUCTUAL PANEL C 'l-xi D { WET BAR ( `� �X1p �� 1/2" GYP. BD. A- 4-,,x1D ; I M LOW R G 1Gp� 0 STORAGE 2'-8"x T-0" STORAGE 47'-0" 1/2" GYP. BD. T-0" 20'-42" 14'-0" LOW ROOF AREA o (2)3759 C 2959 2'-8"x T-0" o FIRST FLOOR EGRESS 51/4"x 117/8"ML © EGRESS .5114"x 117/8"M C CASEMENT/ " ' " TEMPERED 51/4"x 11718 MI 4!-6 13'-0" 5'-72" 15'-0" 13'-0" T 13'-10 "-�-,�, 3/4" T & G PLYWOOD 12" CONCRETE 60"TUB 2 ;� �,�, SUB FLOOR REINFORCED FOUNDATION WALL co BATHROOM z 16 JOI T B 0 ER SHOWER WATERPROOF MEMBRANE M FIREPLACE BEDROOM N co T-14I" t- BEDROOM VENT S r- 2 FIRESTOP er co oO 1/2" GYP, BD. CL N ;? 2'-6"x T-0" = BASEMENT g�_ 1" O o C'7 'e-IpN .T ` 2 X x 2'-0" 2" X 4" WALL WITH _ `D R-15 INSULATION .m. p N = N P_ o CL CL 4'-4" 5'-2" 11'-0"-_" _ o DRAIN TILE CV X � 1` CL p co DN = N0 N m °° = BATHROOM N SHOWER M CONNECT O JAL- M N w "Zv S SUMP T-6- ATTIC —ICN �=1N 2''6"x T-0" ATTIC -1N 5. " =CL CL d- ACCESS 4 CL 6 4" CONC. SLAB OVER C T-1" 1'-6" T O 4" GRAVEL C:1 p VAPOR BARRSTONE ON 6 IER X J = c X N " (2)2'-6"x T-0" N BARN DOORS 24"x 12" FOOTING W/ 3 #4 REBARS C, BEDROOM ao BEDROOM a OPEN OFFICE GRAVEL FILL r- 15'-0" 16-3" 15'-0" 4" DIA. FOOTING 6" 6" DRAIN WITH FILTER W1.4 x W1.4 WIRE SECTION (2)3759 " " BELOW i r 3759 3759 3759 I (2)3759 MESH (D-SCALE: = 0 © EGRESS 5114 x 11718 ML 1 N 5114"x 11718"ML WALL EGRESS 51/4"x 11718"ML JOSEPH SECOND FLOOR PLAN 2745.67 SF H M.DONATO,R.A. d M -0 J BELOW —z4— " _ " " N.J.LIC. NO. 12280 SECOND FLOOR PLAN —T-6" 8'-0" 8'-0" 8'-0" �--- $'-0" 8'-0" 8'-0" 5'-6" �r�-- 6'-0" 10'-6" l SCALE: 1/4 1 0 9'-0" CEILING HEIGHT N.Y.LIC. NO. 022978 16"-0" 16'-0" 16'-0" 4$'-0" PROPOSED NEW HOUSE ALL STRUCTURE AS PER DESIGN / Project: PROPOSED SINGLE FAMILY BY TIMPLEX CORPORATION 1485 PARK VIEW LANE ORIENT,NEW YORK 11957 fi = JOSEPH M. DONATO, A.I.A. ARCHITECT BRACED WALL LOCATIONS M Cy lot) 14 ROUTE 4 WEST 'qF ;�ARIVER EDGE,N.J.07661 4' '"` ;. .;;.' `"<o n 201-489-8800 .d., f SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER Rev.No. 1 - 12/7/22 -garageroof/ceiling structure �'-' '' - ' 0 * No. Description p �O,r N9 7 8 pQ'� DATE: 08-07-2021 JOB NO. 183 A'S -----------------------------------i I I I 2X I '� 11 ZX I R fi Co '1 dG I I I J ` I - I I,X19-777 I I ---�- I � I I I1 I oU _ I t I I i I I r— 1— I I � I I I = i I i o I m I LU I I ! O = I I tL1'- I m o I I } I m I I n ! �" I I n >- I I o I co I I � I I I I "- w O 1-- I I ,k- 2,-0"4 o ,k-2,-0.4 o F----------- I I 0 i I T T I I o o I • i i I -Ir I ! I CHIMNEY CHIMNEY I WK M I cr I I COMMON Im ay'R"uct►kcw. A LL1 I W ( runs 4- i O I O in i w m i ROOF PLAN I Uj I o I SCALE: 1/4" = 1'- 0" 8[iSWlp AMC7Mp (D- ROVIi>E04ECK UST. C1 � j tot)RR1CAtfF STRAPS I cn I I w I }�. t~i I Ekt I I Cn i $ I � g � { .4 I o ROOF TRUSS SYSTEM ROOF TRUSS SYSTEM I I I ROOF TRUSS SYSTEM ROOF TRUSS SYSTEM BY OTHER BY OTHER I ( I � Rev.No. 1 - 12/7/22 - garage roof/ceiling structure I BY OTHER BY OTHER I -"———— ———— ————————— I j JOSEPH M. DONATO,R.A. N.J. LIC.NO. 12280 ROOF PLAN N.Y. LIC.NO. 022978 L---------- --------- L--------------------J PROPOSED NEW HOUSE } i Project PROPOSED SINGLE FAMILY I co I 1485 PARK VIEW LANE I � W i ORIENT,NEW YORK 11957 I = I r JOSEPH M. DONATO A.I.A. o o I , m I -(EREp N- ARCHITECT ARCHITECT - - - -- -- - - --- - -- --- - ------ - - --- - - -- - - - - -- -- - - - - - - - -- - - -- -- -- - --- -- -- -- - -- - -- - --- -- - - - - - O 01Cc 14 ROUTE 4WEST RIVER EDGE,N.J.07661 �� Orn 0 201489-8800 SCALE:AS NOTED DRAWN BY:JR O~ * DRAWING NUMBER No. Description Date SOF N W `t 0 DATE: 08-07-2021 JOB NO.183 A-6 -- loan" MR Eli,7- Y n- 57`-6" 26'-6" 4"LALLY COLUMN * ll 31'-0" 26`-6" I &42"x 42"x 12" :f. t FOOTING W/3.#4 I k : .• :' -y�'►�` ' I • • REBAR IN EACH � I DIRECTION I GARAGE SLAB I ABOVE LOW WALL AT }" S;'say. .P, ' { K a-a`±i:s. `•` ,! r .3• a ,>:. DOOR LOCATIONS f ` "MIM four „ r 4 ,:F ', `1 . 4 t min.mbar ABOVE > 7 S . y M _ I � I t...r• ,G�� a .i'P- .1 $iY. tf + .,,• ��li�CXf 2 let.t® l4l�n.end£�lFtts I { I fypfaI StflfJt4 Vical>rlttrta TWIcal UM14 ICanter lasbilmnon I ftd WWI Insf lation End bltall Mcdallation. IStrap my be 49M I pii` we telteyo!e arhlch I lncl+�des fn l GH SLgg 6• I $frail style `gyp stype k: gall holllt,m holdown placemen Fff brlctc ' c I i I. t'.,• slab °. �„ t r ledge,bend sfsr"ht slab} ''` 1aiJllJ� �i ,<; f'p tl�i Y$rlll i� ^,i 1 .. eknass Inside fas� f veil. - I f ' 3'tA 5' loge Aga I I #4 ,. t.� ie One#4 mbar. ''� mbad� 3'to 5 r s •� A l'1;SGar B �be OTHD144U SIN014 # r�latErnt one 34 tsar � e II90Q straight J - tebar or tr te 11 t«Arki�eta-- P !on lastaif4`from (:Oncrete--► Uitd#pn .,'. lnslde face of I N 1wndafion °n OuruiaVon reW orr�sffisrssEflrt p ` d a Carl�r€#8VML try others t titers P typ: I UNEXCAVATED PORCH A � °” ��--� " Single Pour Rebar lnslatfaflan Two Poor iastallatlan I I ABOVE COMPACTED 23!-10" I "�fatnfafn minimum rsbar a► cr,per for Dowara,t:aotings ' Irick kedge Wallaven Brisk Ledge Installation ACI 3If concrete r rerfufremem. with Step w4ltsuf step I SUB GRADE I I 4" REINFORCED SLAB I I FOUNDATION BRACED WALL DETAIL I I I A . I I I I I I c 60"DIA. I I ! ( I � CIRCULAR STAIRS I I I I A Ir PRESSURE I = 3/4 T& G PLYWOOD TREATED 2"x 24'CONCRETE I I 12"x 30"CONCRETE FOOTING N ;;� SUB FLOOR 2"X6 FOOTINGS WITH(3)# I I I 4 A---2 WITH(3),#4 REBAR „ REBAR(TYP) LL FOOTING ON VIRGIN SOIL{TYP} , ® 16 JOi T B O ER 3/4"x 16"ANCHOR 5'-V OPENING I BOLTS PRESSURE ...... .. .. . . 1/ . G" . . ... . .. :.. ........:......._. ,. ..... . —12'REINFORCED CON7. - _ _ - o r 2 xG rOPENING FOUNDAT`ION WALLS(71l'P) : : : ,.. 2 x 4 STUD WALL @ 16 O.G. OAD BEAR ING 2'`x 6 STUD CONCRETE ',,,."__,,� WALL @ 16"O.C. 12" CONCRETE PRE-FAB ! --'k WITH R-15 INSULATION o I REINFORCED EGRESS WINDOW I FOUNDATION WALL WELL 2'$"x 6'-8" S I I v I TOP OF WALL DETAIL o SCALE: 1/2" = 1'- 0" I r Lo Tco A , o p' cow SHOWER 2"x 6" BARING I STUD WALL 16" O.C. I m 4 0 5'-6 • z o OPEN a I SUMP PUMP WITH 4 I - BASEMENT PERIMETER DRAINS 4" CONCRETE SLAB I I N I DIRECT VENT GAS = I I FIRED HOT WATER ALL STRUCTURE AS PER DESIGN I 4"CONCRETE SLAB WITH 6"x 6" (' UTILITY ROOM = HEATER rr BY TIMPLEX CORPORATION ' I 12 x 30 CONCRETE FOOTING I 6,_�;,K 6'_611 WI 4 x WI 4 NNM ON 6 MEL VAPOR I A I FURNACE _ WITH (3)#4 REBAR I SUMP PUMP WITH OPENIN(r"N BARRIER ON 4"GRAVEL BASE _ - r I PERIMETER DRAINS I FOOTING DETAIL BRACED WALL LOCATIONS 10' " ELECTRIC SERVICE 1 SCALE: 1/2" = 11-0 `¢ W 14 x 61 STEEL FLUS -- a.. : W 14 x 61 STEEL FLUSH -- I F I JL JOIST BY OTHER I 16"JOIST BY OTHER. ( ' AUGQ e i1 2723 I �A I I BASEMENT / FOUNDATION PLAN 2750.36 SF A A A I UNDERGROUND SERVICE �, �UII.DING D . �. o „ ... , 1, GROUNDED TO REBAR SCALE: 1/4 - 1 -0 I I I 8-0 CEILING HEIGHT TOWN OF SOUMOLD UNEXCAVATED PORCH I I I , ABOVE COMPACTED _ I I JOSEPH M.DONATO,R.A. SUB GRADE ` N.J. Llc. No. 12280 BASEMENT / FOUNDATION PLAN 4 REINFORCED SLAB I I N.Y. LIC. NO. 02297 I PROPOSED NEW HOUSE CD Project: PROPOSED SINGLE FAMILY 1485 PARK VIEW LANE I - ORIENT, NEW YORK 11957 STAIRS JOSEPH M DONATO A.I.A.A S F ;; RED A , 5'-6" 5'-0" ,_.._...) 51-0 . 5`-6" '> c�'S HaE�yARCHITECT - 10'-6" 21'-0" �I3'- 21'-0" ; . 10'-6" 8'-0" fi� 14 ROUTE 4 WEST :, ::. .. r o a RIVER EDGE N.J.07661cn 65-0 * o �'�_ y 201-489-8800 84'-0" 1 N ..—F; SCALE:AS NOTED DRAWN BY:JR ".' �. DRAWING NUMBER �229T S 0 s REV. N0. 2 7/28/23 AS BUILT FLOOR PLE:NS.K pF `� DATE: 08-0T-2021 JOB N0. 183 N� A_3 lot G 3759 5114"x 14"ML i WINDOW SCHEDULE GAS METER 3/4" PLYWOOD 2"x 4"WOOD MODEL WIDTH X HEIGHT NOTES STUD$ 16" O.C. 4 cue ttE�a0.0 —� GFS' " Pt,, 8C)tJOS TY3 . 3759 3'-1314"x 4=113/4" DOUBLE HUNG R-13 INSULATION ' m — , • .- 2959 2'-5 314'x 4'-11314" TEMPERED STAIRS " ,� ST Y O HEN 6" I R :. E s SRrG►t 14196 12'-03/4"x V-0" SLIDER 51S" TYPE" X " G:W.B 25'„6" ` BONDS (Typ) BOTH SIDES 2953 2'-5 314"x 4'-5 3/4" DOUBLE HUNG7L I __ 3759 3'-1314"x 4_113/4" DOUBLE HUNG (2) LAYERS 1/2" GYP. B0. GARAGE WALL DETAIL I E I DET' I " JOINTS FINISHED 4 N, :s. 3717 3'-1 314 x 1-5 3/4 TRANSOM „ ,- „ 12" PARALLEL CHORD WOOD 112 = 1 0 (1 HOUR RATFt"1�DES 305 UP I ,+ a' 3-2553 V-5112"x 4'-5 3/4" CASEMENT (2}LAYERS OF 5/$"TYPE"X" I - OPTIONAL VENEER PLASTERLO 3-3759 V-,51/4"x 4'-113/4" DOUBLE HUNG VELF GYP.BD.ON CEILING i " T " tl �c . 9-0 x 8-0 OVER 3 K11 � I 3-3717 9'-51/4"x 1'-5 314" TRANSOM ir HEAD DOOR PA QLt.aa� �v�2.3759 6`3112"x4'-11314° DOUBLE HUNGARAGE E!L'NG I——_.— —— �� s��T$ TREAD .-- 0 BOTH ENDS. 2-2959 4'-111/2"x 4`-11314" CASEMENTTEMPERED '�/2" - 1'.0„ (1 HOUR RATED UL DES L 542 w GARAGE ———_ ,,_—OSE c (1)HOUR RATED i "N, -5' "T+ " ANGLE 4 I LIP ON }NSDE 9" MIN. (1)HO RDOORco .' Iop DOOR SIZES I ,� ~`------2" STRINGER � h— FIRST FLOOR INTERIOR DOORS 2'-8"x 8'-0" O - GARAGE EXTERIOR DOOR 3-0"x 8'-0" p i X {2P PLD TYPE R-38 INSULATION IN CEILING I G SD SECOND FLOOR INTERIOR DOORS 2'-8"x 7'-V I 't' " • I : �sEa INTO • ' 2 E I 9'-0"x 8'-0".OVER I HEAD DOOR I 2" STRINGER 26'-s" I �------ UPPER SUPPORT. SELF CLOSE (1) OUR WALL 1 HOUR B -0" ILII , ^ AS MBLY ( ) 7► 1" GYP 6D.W' TYPE ,.xn 8"x 8"COLUMNS $"x 8"COLUMNS oSTEP 2 " a INSIDE ANGLE CLIP ON 6-6" c0 f-a" �* I NEW. APOD FILLER POUNDER o o = ROOM � VENT DRYER TO I EXTERIOR '� S I LAUNDRY � 3 1"xt 1 r PARALLAM OVER p io e STUB? SUPPORTS 0 DOTH ENDS. � COVERED POR ��' 4 �A CH I m sAr �'" STRINGER'S LOWED SUPPORT. & 5 ALE== 1/2" = t'--O" *e 3-1 . . �. C \ t ldl fIVEA G' r , Lu 00 G{ N ` `F+S3?7(IPL/ i?1AlIf{fi!l4ttCF 1YPtA1 FDRiISI. .�+ ' 15'-111° rtN 3,_118 " w .. vaoa, � AT�ac.� #a ota FRAW , R 10'-9°--- 4 � 255 2 --�- 60 GfRCULAR !-- • ' - , � ��,;� 6-9" �' ( } 3 !? STAIRS TO 296 14196 . © ' 14'96 © 5114"x 14"ML ASEMENT CL + " BASEMENT `�' " "�' '` '�''�°` " " P1�' - - :5-0 x 8'-0'.BARN DOOR a a VAX Puy. wr ��M�w -' it c ,►t: s ,�.xt art .. .. 5114"x 11718"ML o ,Q 5114 R R ..... -.: .;..... .' lam.#4�&m s'm I'M x14 L ..M. 18R :': ...:.,-:..<........... . ¢.:_.- .REF'��. .r:.:;.::',::.:. ::.:.:..:::' ':;.;: ;,.:��"�.�... _R �-5114"x14"ML SHOWER ° ' " «tea s.arrrucr� c, is U i+ 5114"x 16"ML _`� DW 2'-8x 8-0 srr�xas �� ./ Q _;.:. � SINK � w co . Ccs —_ "' alar retia wry �t Ell, S sir - WWII a t"gvC� a 0 3=a"x 8`-0"BARN DOOR POWDER 4'-0° MASTER M m " i PANTRY , BATHR00 N o `r I _� S I Q ROOM 42 S o GAS FIRED MASTER SIN FIREPLACE I ' II = . I cBEDROOM I I � 4'-6" 10'-6" I 5,-6" T rvrSD I f0M 3M.9 mm;I -25.4> I pa=d x ! N 1 ISLAND 1a'-12" I 1 i G _ zo GREAT i ALTERNATE BRACED WALL PANEL o ------------ 3 I 3, „ 7 9 B mss- cv 13,-0° i -� 3 7 ��N COOK TOP 13'-3" 3`.3° "' OF 11r TO OF I CID3759 = TO INS.WU 2x4 Sm AT :� -I WITH VENT x s�.TC aIr mQ IIIA I I�I�oPMK EACH ;� N r ,� 'v ,� 3717 AT OF F� �M \:./ -9 15 R 2`-11" w I utx�t I MNG n . x J� 2 o KITCHEN o CO I.. . _ ao DN m - 4' J'` ; I _ DINING ROAM . 2'-6"x 8'-a" 3.6 0 1 cta ic7 , CL „�s'r I:ACti t�'TRAGI: Ixx� �HF338 s 4 WALL OVEN I I o MASTER n i uCID W.I.C. 2'-6"x 8'-0" S 3759 V�� o 9 I I ,.. r X I I 3717 GARAGE PORTAL FRAME DETAIL " Ci- I I B i0'-1IBATWROOM 2" T 1 I W 14 x 53 STEEL FLUSH'.- " W 14 x 53 STEEL FLUSH i I " e M GARAGE AREA- 636.0 SF 51/4 x 14 ML 5114 x 14 ML ° LIVING AREA- 2750.36 ry 3386.36 SF { 37 9 18"x 96" 4'"x'96" 118"X96" I I 3 59 UNDERGROUND FIRST FLOOR P LAN 37 7 $"x 8" GUEST ROOM 3'-6° C LUMNS I I ,�* x CL SIDE LITE DOOR SIDE LITE $ x 8 3 17 " SCALE: 1I4" = 1'- 0" 10'-O" CEILING HEIGHT I I " " ELECTRIC SERVICE 0 14 I I COLUMNS 3-6 �, SHOWER — _ _._... — — —————. -- II C 5'-3h 12�,�R 2,f0" WALL — " 2a'-0° I I ABOVE 5114 x 14 ML " " BOVE � N is OD12 soo,R.A. FIRST FLOOR PLAN .� WALL 5114 x 14 ML (3}3759 (3 3759 WALL ABOVE (3)3717 N.Y. LIC.NO. 022978 s (3 3717 ABOVE ` ALL STRUCTURE AS PER DESIGN s 6'-6" 6'-fi" 9'-6" . BY TIMPLEX CORPORATION PROPOSED` S D NEW HOUSE 6-6R 6-0R 21'-0" 13'-0° 21'-0" 5-0" 5'-6" 10'-6".,__ m -10,-0R oQ Project: PROPOSED SINGLE FAMILY 1485 PARK VIEW LANE o BRACED WALL LOCATIONS ORIENT,NEW YORK 11957. 51/4"x11718"ML 8"x8"C LUMNS 5114"x11718"ML 5114"x11718"ML 8"x8"COLUMNS 51/4"x117/8"ML 5114"x11718"ML BRED AR JOSEPH M.' DONATO, A.I.A. Ll 1'-a" 1'-0"'-r c,� r, ARCHITECT Cl 14 RGU 4 WEST 8'-6" 16-T 16'-0" 15'-0GHaF� ° RIVER EDGE,N.J.07661 yZ 65-0 o _, 201-489-8800 O SCALE:AS NOTED DRAWN BY:JR azz97$ p� DRAWING NUMBER REV.NO. 7/28/23 AS BUILT FLOOR PLAINS`; ��O F N E`N� DATE: a8-07.2 1 02 JOB NO. A -4 I j 26' AT-T . ,A 1T ,� R OOF ROSS Y OTHE • NEW GUTTER & i j IAl 1 T N s �,Q LEADERS WITH The,-,- : �.., GUTTER GUARD F tc�rsrn�,ss :: Lam+ - F minimum -•- -..., _ PROVIDE 1.: - CONTINUOUS � PERFORATED XF tuft" 7.11 LOW ROOF AREA 112 GYP. BD. SOFFIT VENT 3 y LOW ROOF f � ' j ej for CS f I -rill 3 VINYL SIDING ' 25' o G 1 -' 0' R 21 INSULATION 112" GYP. BD. 100 X z ' & WM ap x PLYWOOD OPEN iAR»A SECOND FLOOR SHEATHING {0 ft ur",6w 147 1 o ' 2" x 6" DOUGLAS FIR 3/4"T& G PLYWOOD STUDS 1 fi" O.C. Cq SUB FLOOR "TYVEK" NOME WRAP OR EQUAL AS VAPOR { BARRIER , 1 C 1 "J ST Y 0 HE a AO IF BRACED WALL DETAIL INS METHOD WOOD STRUCTUAL PANEL 11-m1/2" GYP. BD. WET E AR AXI-01 LOW R Q STORAGE 2'-8"x T-0" STORAGE . 1/2" GYP. BD. -0" LOW ROOF AREA o j 20! '1" 14'-V r-0" CDFIRST FLOOR (2)2958 (2)3759 C (2)3759 CCASEMENT 1 EGRESS 5114'x 117/8"ML EGRESS 5114"x 117%8'ML O TEMPERED 5114'x 11718"ML 4' " Jlt 1 f-0• -0 13-0 PLYWOOD 12" CONCRETE IT-O" 60°TUB T 13 102 SUB FLOOR REINFORCED =�- FOUNDATION WALL BATHROOM 16 JOI T B O E WATERPROOF Q SHOWER # MEMBRANE FIREPLACEN a FIRESTOP BEDROOM VENT BEDROOM . .- S X 1!2" GYP. BQ. m CL ' _ N T -0 —� 4r� ,,o 2'$"X7'-0" BASEMENT ' :.. N M �N ' 2"x 4" WALL WITH 8!- " �, r R-15 INSULATION to CL CL o X CL N N m DRAIN TILE & . >« °Q DN00 0 BATHROOM SHOWER CONNECT TO SUMP M lJJ ' G7 • E .N—. F'„ ? `-.-3-0 'ICO 5'-8" 4" CONC. SLAB OVER N -6) T-01 " ATTIC CL CL ACCESS a T 4" GRAVEL T-1" 1-6" f- STONE ON 6 MIL Cx o �° CD ED VAPOR BARRIER F�, . - �.. x " x f- -- ----► F e OD OO RT� 04 �' (2)2' N T-0" 24 x 12" BARN DOORS ! FOOTING W/3 #4 REBARS to to i BEDROOM BEDROOM GRAVEL FILL , OPEN OFFICE B ► 4" DIA. FOOTING 15'-0" 16`-3" 15'-0" DRAIN WITH FILTER 6" " W1.4 x W1.4 WIRE SECTION WALL MESH SCALE: 112" = V-0" (2)3759 ' " M BI10 I 3759 3759 3759 I (2)3759 C EGRESS 5114 x 11718 ML N 5 914"x 11718"ML WALL i EGRESS 5114"x 11718" "L O fi SECOND .FLOOR PLAN 2745.67 SF JOSEPH M.DONATO,R.A. ! " , N.J.LIC.No. l2zso SECOND FLOOR PLAN Ik BELOW SCALE: 1/4 -0. 9-0 CEILING HEIGHT 31,5" 8+-0° g'-0" 8'-0° - 8'-0" --7 --- 81 8!-0' 10'-S" --- N.Y.LIC.N0. 022978 16'-0" 16'-0" 16'-0' 48'-0" PROPOSED ANEW HOUSE ' Pro ' PROPOSED SINGLE FAMILY ALL STRUCTURE AS PER DESIGN BY TIMPLEX CORPORATION 1465 PARK VIEW LANE ' ORIENT,NEW YORK 11957 JOSEPH M. DONATO, A.I.A. i � .�EREDgRe ARCHITECT BRACED WALT.LOCATIONS 14 ROUTE 4 WEST Ev ' RIVER EDGE,t N.J.07661 { C'0. REV N4 2 7/28/23 AS BUILT FLUOR PLANS © ` '� 201-469-$$00 oy * Y J v'>► SCALE:AS NOTED DRAWN BY. R DRAWING NUMBER Rev. No. 1 - 12/7/22 -garagroof l ceiling structure U°?2�Ts �pu� F N ESV DATE; 08-07--2021 JOB N0. 183 �..5 Na t)eacnfon tate DWELLING WELL & SEP 11C 150' J TAX MAP REFERENCE: I +13.4 Q SECTION1.5.00 BLOCK 05.00 LOT 24.024 D KsEL L IN '` y2 G13.a SEPTI C 150' REFERENCES: a' / L LIBER 12000 PAGE 492 rri /� 2. BEING LOT No. 176 AS SHOWN ON A MAP ENTITLED MAP OF ORIENT BY-THE-SEA, SECTION 3", FILED IN THE SUFFOLK COUNTY ON OCTOBER 16, 1974 AS MAP X6180. / 0 W' ' 13-3 / AREA =.40,070.4 SQ. FL = 0.920 ACRES DWELLING SEPTIC & � (t2.9) � NOTES: WELL UNKNOWN � +I.5_ 1. UNAUTHORIZED ALTERNATION OR ADDITION TO SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, n SUB-DIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. 2. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1 DGE G 1d- � , 69• 1 I ( +13.3 3. EASEMENTS OR RIGHT-OF-WAYS ON OR BELOW THE SURFACE OF THE 2.4 _ -' GROUND WHICH -ARE NOT VISIBLE ARE NOT SHOWN OR CERTIFIED M.' SEMN UP ! I 4. COPIES OF THE LAND SURVEY NOT HAVING THE EMBOSSED SEAL OF LAND (BC 12.3)r /(t 3.5) SURVEYOR SHAH NOT BE VAUD. 5. DATUM: NAVD 88 DC 12,2 112,4 t"k-IM - \ i + c 6. WELLS AND CESSPOOLS TAKEN FROM SURVEY ENTITLED "SURVEY OF PROPERTY AT ORIENT" PREPARED BY "PECONIC SURVEYORS, P.C." ON (13.7) FEBRUARY 10,2021. PROPOSED ,.�. +12.6 �` .�. � ,� �- -- \ STONE. . ' •.`S, +12.7 DRIVEWAYS- + (13.2) /(14.0) 1 \ �, ADJACENT LCAT 177 � G� 14.0) AS PER FILED MAP 6160 STC 12.3 L=33.57' ^� , S��g� `® \ ' 2 13.3 +12.9 1 BC 11.8 ---� \ (14.2)�PR �/ 8 , R=20:00' �' 22•j13. L1=96'0930" 0� `�� `. : (14.0 IQ/18^ r« 24, 1 3.1 _COR. FENCE ' 0.5' NE. I. FLAG / ` PROPOSED . PO0) DWELLING > 4° \ LE s 1 j STORY +12- 1 .s •1 16M �� 3� ♦ rr FF. EL -=15.5". + GE .�� GF. EL =15.D' 3 1.4.0) 8F. EL 6.5' f (1 .2) 13.0 r �s r (13.0) �� / �^ , CP. PROPOSED v LAp� l COVERED �o s20 0\ PORCH ' u, (15.2) a cry I 12.6 0 ^ 1C(12.5) 02�A \ ..d ' n 14" ycWE LLINGi, \ .p o0 VACANT LOT 12.9 o 1 • 13:1 off" MACADAM -A \\ o (14.8) / I \16 ` DRIVEWAY \ (14.6) s " TH '.� '�14 --'� +12.4 114tt7" CHAIN LhVK FENCE 13.2 , .�--' ".-_- s. IN, r7 `p ry 2"/412" 12.5) SEP 2 3 2021 / L ! \ - - / ' 1 ; iC. � <� ��' 11.9# 20' �LUnti�06PT TOW l N OF SOUTHOLD w42. A 00 12.1 COR FENCE � �0.jljqE / IMPROVEMENT CALCULATIONS. " GRASS AREA 31,603.9 SQ. FT. 13.1 13- DWELLING 4,033.4 SQ. FT. -_,_ IRON PIPE STONE DRIVEWAY 2,100.8 SQ. FT. PROPOSED �,�ti Q74.. +1z- FOUND COVERED DRIVEWAY 1,736.5 SQ. FT. • I ED PORCH225.3 SQ. FT. DV'dE-LLINO \ �1 PATIO 172.5 SQ. FT. \ \ \ SHED - 144.0 SQ. FT. FRONT STEP 34.0 SQ. FT. �` 15 .6A` 0 A/C UNITS & GEN 20.0 SQ. FT. \� 0� 14' ° }2. 562 \ 18, 12.1 24" \ LOT COVERAGE CALCS. i; t 11.4 �a 114 DWELLI NG 4,033.4 SQ. FT. COVERED PORCH 225.3 SQ. FT. PATIO . 172.5 SQ. FT. SHED 144.0 SQ. FT. TOTAL 4,575.2 SQ. FT. _. 4,575.2 SQ. FT./ 40,070.4 SQ. FT. = 11.4% 12" BULK TABLE \� TC ss RESIDENCE R-40 M AREA .E OT LOT LOT FRONT SIDE BOTH SIDE REAR MIN. UVABLE BUILDING BUILDING LOT ACC. BLDG R A WIDTH FT DEPTH FT YARD YARD YARD YARD FL AREA HEIGHT HEIGHT COVERAGE REAR YARD +9.6REQUIRED 40,000 SQ. FT. 150 FT. . 175 FT. 50 FT. 15 FT. 35 FT. 50 FT. '850 SF 35 FT. 2.5 STO 20% 15 FT \ ADJACF_NT LOT 175 . ACID}: k� `. , �% r,I��:T= .p ' �FrI..Llr�} S �'FktLfD t , P -696a . PROPOSED: 40,070.4 SQ. FT. 320 FT.. �" f. 52 FT. 21 FT. N/A 111:5 FT. 5,528.8 <35 FT 1.5 STO 11.4% 20 FT IhIV IN CL=4.67'' (30R PIPE) VACANT \ �•..__1____: / \ INV .OJT EL=4.57' (30".PIPE) CI uwC7=f,0" ! \ � .LEGEND INV F1 .,4.,5• SIL..ED) 2 UPDATE GRADIN IiL 06/07/21 SITE PLAN FOR CLL=CLEARING LIMIT UNE CLL \ \ 1 ADDED CESSPOOLS AND WELLS HL 5/20/21 N0. REVISIONS BY DATE . CP- CESSPOOLS \ CERTIFIED TO BE TRUE AND CORRECT TO THE BEST OF 1485 PARK VIEW LANE MY KNOWLEDGE AND BELIEF AND BASED ON AVAILABLE- TOM OF SOUTHOLD Tti INFORMATION TO: SUFFOLK :COUNTY, NEW YORK � , 5= TEST.HOES \ 1. TREES TO BE REMOVED DWELLING i SELL &,-EP 11'C 150' 4 \ ! a f it, ENGINEERING, PLLC W= WELL Y PROFESSIONAL ENGINEERS AND LAND SURVEYORS INV. EL=3.26` - 74 Lafayette Avenue, Suite 501 22 Paris Avenue, Suite 105 (FILLER) -44111 AkN ' . B E Z U YE N, ,P. L. S. 5) 357- 9 fl1 Rockleigh. 684-1221 7 47 .PROFESSIONAL LAND SURVEYOR- - DRAWN BY: HL DESIGNED BY- PROJECT NUMBER SHEER 1 `-� NEW YORK-LICENSE # 50793 CH'KD BY:JOHN BEZUYEN DATE: 4/22/2021 20263-SP SCALE.1~= 20 o .� 1 RIDGE VENT P �`�--- . TOP OF ROOF ELE.44.69' 1 ) ASPHALT ROOF SHINGLES – W1 FELT&ICE SHIELD(TYP) LIST OF DRAWINGS 1-1-1H lilt IiIIIIIIIIIIIIII HII fill I 111111 lilt ARCHITECTURAL ; lilt ]] .1-- j -1 lilt If 1111 if fill 1111 HII 1111 111111 1111111 A-I ELEVATIONS/BUILDING DATA 1111il 1111111111111111 ] fill TAILS ASPHALT ROOF SHINGLESIN A-2 BASEMELEVAENT IONS FOUNDATION A•3 BASEMENT/FOUNDATIQN PLAN/BRAGIND/FOUNDATION DETAILS IIIIIIIIIIIIIIIIIIIIII W1 FELT&ICE SHIELD(TYP) RIDGE VENT(TYP) a s SE OND FLOOR PLAN!WALL SECTION BRACINGDETAIL A-6 ROOF PLAN/HURRICANE STRAP DETAIL A-7 BUILDING NOTES .� A-8 BUILDING NOTES c� 12 12 A-9 BUILDING NOTES ITYM8 8 CIVEG BROOKER ENGINEERING III fill . SH.1 SITE PLAN/SITE DETAILS/ZONING Mill IIIIIIIII ] MILHIIIIIIII — AZEK TRIM(TYP) — — — — - — - SEPTICSANITARY SITE PLAN/DETAILS SEPH FISCHETTI STRUCTURAL PLAN TIMPLEX PRE FAB SH.I FIRST FLOOR FRAMING H1111111111111111 11 fill I SH.2 SECOND FLOOR FRAING SH.3 CEILING/ROOF FRAMING SEE ATTACHED SPECIFICATIONS FOR TRUSS DESIGN/CALCULATIONS MECHANICAL DESIGN SHARPE ENGINEERING m MO COVER SHEET i+cr• M2 FIRST FLOOR PLAN MECHANICAL r. Rol M3 SECOND FLOOR MECHANICAL I IIILASHIN SHIN111111111111 ALUMINUM GUTTERS G SS 3 9 2 9 S PI PLUMBING RISERS/DETAILS ALUMINUM GUTTERS E-I ELECTRICAL COVER SHEET &LEADERS&VENTEDIIIIIIIHI 111111111 ) 5 &LEADERS&VENTED E-2 BASEMENT ELECTRIC PLAN SOFFIT(TYP) CAL PLAN till IIH 111111111111 11 –SOFFIT(TYP) �4 SECOND FLOOR ELLFLOOR ECTRICAL PLAN E-5 DETAILS/SCHEDULES E-6 ELECTRICAL SPECIFICATIONS SEE ATTACHED SPECICATIONS FOR MANUAL J,RESCHECK 3717 717 3717. . AZEK TRIM(TYP) - VINYL SIDING VINYL SIDING ' _._..--.-.._- _. PrP) R [( j��}( DATA jj �(\ j`� (TYP) 60 o - DOUBLE HUNG WINDOWS(TYP.) 1. USE GROUP -R.3 ONE FAMILY 3759 (3)3759 (3)3759 11 3759 -__ . _ ___._...3759 _.. -_._ FIRST FL ELE. 13.50' _. ____--._...____.__....__ .... ..........._ FINISHED GRADE 2. CONSTRUCTION CODE -IRC 2018 NY — — — — — — —SEE ENGINEERS DWG. 3. CONSTRUCTION CLASS -VB GRADE ELE. 13.00' CEMENT PLASTER MASONRY STEPS BUILT OUT COLUMNS 4. LVE LOAD ' `0 PSF AS PER ENGINEER ( i (2)MAX. I , SEE DETAIL(TYP) ( ( 1 12"REINFORCED I CONCRETE 5. -�F-.A 1 VQL�;�IE: �} g �s DWG. =I � � I I � � � � � � I ( FOUNDATION " BASEMENT 2750.36 S&` 25,688.36 Ci` a 1 1 I i WALLS - FIRST FLOOR 33386:36 SF 38,401.32 CF I -SECOND FLOOR 2745.6' SF 24,711.03 CF � 12"x 24 1,81,11 � � � ( � � ` I � � -ROOF VOLUME 13,544.0(}CF � CONCRETE FOOTING I ! I TOTAL BUILDING VOLt7�.............102,344.'T.1 CF ! ON VIRGIN SOIL I I Y BASEMENT FLOOR ? BASEMENT EL .4.16' _ �j — L_ .- � 6. SGC (� $E OF PROJECT: NEW WOOD FRAME SINGLE FAMILY WITH PRE FAB STRUCTURE DESIGNED BY OTHERS 7. APPLICABLE CODES; FRONT ELEVATION ASPHALT ROOF SHINGLES EESIMITIAL CODE OF NEW YORK STATE -2020 SCALE: 1/4" = 'I'- 0" EUILI WO CODE OF NEW YOUR STATE -2020 Wl FELT&{CE SHIELD(TYP) -NMCHAMCAL CODE OF NEW YO STATE -2020 RIDGE VENT(TYP) FUEL GAS CODE OF?S'E'W YORK STATE -2020' � ASPHALT ROOF SHINGLES 12 FM CODE OF NEW YORK STATE .2020 NATIONAL PLUMING(ODE OF N s .Y NATE 2020 RIDGE VENT(TYP) WI FELT&ICE SHIELD(TYP) 8 (7111111111111 •NA''NATIONAL ESC CODE OF NEW YORK STATE 202v If IIIIIIIIIII I�GY CONSERVATION CODE OF X Y.STATE 4020 i "OVER lilt ANGfill 8. OCCUPAN�t7 LOAD 27 ALUMINUM GUTTERS .. .. ... ......._ .... . . _..._ ._.._.... ..�_____._ HIM #0##Aml I ITTT 1 .1 1 Ill 111 Hill 11111111L &LEADERS&VENTED , SiEE CML ENGINEERS PLANS FOR GRADING,DRAINAGE, SOFFIT(TYP) -COVERAGES, BUILDING HEIGHTS _N_,-41L4 T-1 _Ll _111111ij- 1111111111-1- AZEK TRIM(TYP) ! — — — — - SEE NIECHINAL ENGINEERS PLANS FOR ALL ELECTRICAL, MECHANICAL,PILUMBIING DETAILS,ENERGY CALCULATIONS SEE SHOP DRAWING FOR PRE FAB FLOOR STRUCTURE AND VINYL SIDING ROOF STRUCTURE AS DESIGNED BY OTHERS 2--- (TYP) 4 ' INSULATIONS VALUES LASHIN $°OVER RING ALUMINUM GUTTERS - BASP.JASNT WALLS -R-15 ALUMINUM GUTTERS (2)3759 ,a 4 _ GARAGE CEILING -R-38 &LEADERS&VENTED 111111 1 – &LEADERS&VENTED SOFFIT(TYP) _ CMINOSR'WALLS .R-38 D EC E N M E SOFFIT(TYP) LLJ - - SEP 2 3 2021 bu.�, jtPT. TOWN OF SOUTHOLD VINYL SIDING (rn') VINYL SIDING JOSEPH M.DONATO,R.A. ELEVATIONS (Ty ) N.J.LIC.NO. 12280 - 6'-0"W x 4'-0"H N.Y. LIC.NO. 022978 ROLL UP DOOR 2953 2953 _ _ PROPOSED NEW HOUSE FINISHED GRADE _ _ _ SEE ENGINEERS – Project: PROPOSED SINGLE FAMILY DWG. – – – – 1485 PARK VIEW LANE CEMENT PLASTER ORIENT,NEW YORK 11957 — — 12"REINFORCED I ! � r, --- CONCRETE "'- FOUNDATION JOSEPH M. DONATO, A.I.A. _ — 4 I -- � ARCHITECT WAILS - � RED ARC 14 ROUTE 4 WEST 1 IT x 24"REINFORCED ��, `OHaE 'S��, I C F RIVER EDGE,N.J.07661 CONCRETE FOOTING c�`U 4z �� o �'.� 201.489-8800 f ON VIRGIN SOIL LEFTS 1 D E E LEVAT O N BASEMENT FLOOR ! * oma_ * SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER 2 SCALE: 1/4" -- 1`-0" ��`�: �� r pz29191 �p� DATE: 08-07-20211 JOB NO. 183 A-1 — No. Description Date �F ASPHALT ROOF SHINGLES j RIDGE VENT(TYP) Wl FELT&ICE SHIELD(TYP) LL HIM ASPHALT ROOF SHINGLES W1 FELT&ICE SHIELD(TYP) RIDGE VENT(TYP) ALUMINUM GUTTERS &LEADERS&VENTED SOFFIT(TYP) - - - 1 1 VINYL SIDING 12 12 •^ AZEKTRIM(TYP) ASPHALT ROOF SHINGLES (TYP) 8"OVER All FLASHINGOf WI FELT&ICE SHIELD(TYP) HANG M GUTTERS 3759 (2)2959 TEMPERED (2)3759 EGRESS (2)3759 EGRESS ALUMINUM GUTTERS ALUMINUM LEADERS&VENTED &LEADERS&VENTED /—s' OFFfT P SOFFIT(TYP) IiIIIIIIIIIIIII III fill 11111111 I fill [ III 1 111 [ 11111 -111 111 11111 lill ! till I 'l. AZEK TRIM(TYP) EXTERIOR LIGHT -.»-- VINYL SIDING INSULATED DOOR / �--- o VINYL SIDING (TYP) 4 (3}2553 o--------- 2953- FINISHED 953 I FINISHED GRADE r _ SEE ENGINEERS 7514196 14196 DWG. - - - - - - - - i CEMENT PLASTER 12"REINFORCED ED -.. �.. CONCRETE I T I FOUNDATION I I Q WALLS ' -co I .12"x 24"REINFORCED I 1 REAR E LEVAT I O N CONCRETE FOOTING I I 3 SCALE: 1/4" = 1'- 0" ON VIRGIN SO BASEMENT FLOOR 12 ASPHALT ROOF SHINGLES 8 � ASPHALT ROOF SHINGLES 8" x 8" POST , W/FE iT&ICE SHIELD(TYP) W/FELT&ICE SHIELD(TYP) _ RIDGE VENT(TYP) AZEK FASCIA "OVER TRIM • ALUMINUM GUTTERS NG &LEADERS&VENTED 1 f I SOFFIT(TYP) - - - - - - AZEK TRIM(TYP) If I 12 "OVER GIRDER WITH ......... ................W. ANG BOLTS VINYL SIDING IIIIIIIHIIIIIIIIIIIIIII (TYP) _........__._..._.___.. FLASHING 12 _.... ....._ ....._._.._.--.._......_. . .... Fill lilt fill IIIIII [ Ili It 11111111. F- AZEK FASCIA TRIM & CAP _._..._... ..._ . ALUMINUM GUTTERS 811 x 8 POST ALUMINUM GUTTERS (2,)3759 = 12 &LEADERS&VENTED &LEADERS&VENTED 4c�' I'FY 11 SOFFIT(TYP) SOFFIT(TYP) - i k i 3717 3717 CC)LUMIN DETAIL ! L� ._...._.... ..._.....�. . VINYL SIDING ............. �'P) ...-.........._......._._.._.... ._.... VINYL SIDING f (TYP) _ ...._. f INSULATED GARAGE DOORS JOSEPH M.DONATO,R.A. ELEVATIONS 3759 3759 2959 TEMPERED 2959 N.J.LIC.N0. 12280 FINISHED GRADE _ _ _ N.Y.LIC.NO. 022978 f SEE ENGINEERS - - DWG. - PROPOSED NEVA HOUSE CEMENT PLASTER C Project: PROPOSED SINGLE FAMILY ' I 12"REINFORCED �-- •M- 1485 PARKVIEW LANE CONCRETE I STEP FOOTING (r ORIENT,NEW YORK 11957 I= I FOUNDATION 1 t WALLS --� JOSEPH M. DONATO, A.I.A. �RE�ARC I 12"x 24"REINFORCED ( �-- �� GHA �,�, ARCHITECT CONCRETE FOOTING o Fc, 14 ROUTE 4 WEST ` t N IL I ( FLOOR RIVER EDGE,N.J.07661 L � ON VIRGIN SO � � ____ ��BASEMENT — 201-489-8800 _ * o 0 SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER RIGHT SIDE ELEVATION �'' 2297$ ya�- ��F N�� DATE: 08-07-2021 JOB N0.183 A'2 IL 4 SCALE: 1/4" = 1'-0" I No. Description Date { i { K It 26-6 y I 4"LALLY COLUMN "` Y' •+ ~ ' '• •' 1w w 31'-O" " &42"x 42"x 12" I :r _ " _ •' FOOTING W13#4 w w 1 REBAR IN EACH •'? :,o- • k ► • I DIRECTION '* •• > ! GARAGE SLAB E LOW WALL AT { ABOVE I t, DOOR LOCATIONS ,i I ABOVE ( ° °:' �:• y4 ..`' Wo '` 2% off' Nizn erdistance (� n �! y�ry..e .�• a STH y� ■ M 'f tfcaf STffQ1d low STHDU Typical STHD�4 s `; Comer fnstelmlon Wd wall i ftitallon End Wali bSfalfaffnn, Strap may be Gent ' fncludtegInmgPIrCr7 =for wen lS 6 I �• dge,feted straight I ( I Slab Cold jrurrf bo be vertical to frwde face Of Walf. ` MOM Brick TtDip —A new— J t3ne,4 r�r, Ef011w,ectft Rebar k"be r •••-STHD14-RJ s STH014 bx& bond ConcreterewodInsIde face of Cffkin a+ " ifstraight om ! 1 CV talon ner@te +� v� A• wy 1 concrete wan, M1 I E b foundation s01hendatron I": I � kit@rS oih8rs �°• �. ......,� IUNEXCAVATED PORCH81114101 Pour Rebar iasteffaffen 'Elam Pour fnstaflatlon r wit �fain. A per Arteirafaln ralnimum rekarcoaer, fir Oorrrtfurn dings ' Brick Ledge tnstaffatku Hrek'Ledge bmtaflaffort 23'.10" • M ABOVE COMPACTED l ACI-818 txromfe cods tmgr rrm f& �step without step SUB GRADE I 4"REINFORCED SLAB I I F U U N DAT I O • B RACE D WALL DETAIL I w I f 4 60"DIA. r r ( o CIRCULAR STAIRS r) I A PRESSURE 0 3/4" T& G PLYWOOD TREATED SUB FLOOR 2" x 6" " 12x 30CONCRETE FOOTING 2"x " 30"CONCRETE - A-2 WITH 3 #4 REBAR �" i �! FOOTINGS WITH{3)#4 � ) ( , REBdR P ALL FaOTING ON VIRGIN SOIL(lYP) I A 16 JOI T B O ER 3/4"x 16"ANCHOR cam ) � _ r BOLTS 51/4"x 117/8"ML PRESSURE ; ! TREATED ,� _01 1 li A + 2t,x 6,� A 3'-O"x V-8" 12" CON RETE 1 y 12"REINFORCED CON UPS`, OAD BEARING 2"x 6"STUD _ C ' FOUNDATION WALLS(TYP) 2"x 4"STUD WALL 116"O.C. WALL @ 16"O.C. I REINFORCED WITH R-15 INSULATION = pFOUNDATION WALL LF � I 2'-8"x 6'-8" S� � , " � TCT OF WALL DETAIL I o 8-0 2 SCALE: 1/2" = 1'- 0"' T LLJ y t=- w SHOWER 2"x 6" BEARING (� o 0 _" R I STUD WALL 16" O.C. ii A V ,- m •? 5-6 � M o OP I SUMP PUMP WITH BASEMENT --� s� r PERIMETER DRAINS 4" CONCRETE SLAB I � to —I DIRECT VENT GAS `" S�. FIRED HOT WATER ALL STRUCTURE AS PER DESIGN UTILITY ROOM HEATER r- + ' 12' x 30" CONCRETE FOOTING BY TIMPLEX CORPORATION 4"CONCRETE SLAB WITH 6"x 6" _ I ' WI 4 x WI 4 NNM ON 6 MIL VAPORI _ VVl H (3)#4 REBAR I FURNACE " { BARRIER ON 4"GRAVEL BASE • � f SUMP PUMP WITH N I PERIMETER DRAINS FOOTING ETAI L BRACED WALL LOCATIONS 1'-6" �` t0�2" ELECTRIC SERVICE SCALE: 112" = 1'- 0" . W 14,x 61 STEEL FLU+ H *-- . ..., I W 14 x 61 STEEL FLUSH ,•. -- r t � RJOIST BY OTHER R A i � 16 JO ST BY OTHER 16 I I UNDERGROUND SERVICE BASEMENT / FOUNDATION PLAN 2750.36 SF GROUNDED TO REBAR SCALE: 1/4" = 1'- 0" 8'-0" CEILING HEIGHT� � _,,,• — � UNEXCAVATED PORCH ABOVE COMPACTED _ _ JOSEPH M.DONATO,R.A. BASEMENT / FOUNDATION PLAN SUB GRADE N.J.LIC.N0. 12280 4"REINFORCED SLAB N.Y.LIC.N0. 02297 f I = PROPOSED NEW HOUSE Project: PROPOSED SINGLE FAMILY 1485 PARK VIEW LANE — _ -- — --- ( ORIENT, NEW YORK 11957 JOSEPH M. DONATO, A.I.A. — STAIRS — 5'-0" 5,-6" ��,RED ARC, ARCHITECT 5,-6" 5'-nR � — �Gj �GHAE� 14 ROUTE 4 WEST V 21'-0" �'-�' � 21'-0" 10'-6" 8'-0" �,,��.r� ao �'� �� RIVER EDGE,N.J.07661 1 " � * . 201-489-8840 66-0 i o SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER 84'-0" 022912O c 9�F yyA DATE: 08-07-2021 JOB NO. 183 A-3 No. Desmiption Date O F N E 9'-8" $1-6" C to —13759 5114"x 14"ML GAS METER WINDOW SCHEDULE 3141' PLYWOOD 2"x 4"WOOD F4-- _ ' MODEL WIDTH x HEIGHT NOTES STUDS 16" O.C. C` N ' A.3ME5 3759 T-1314"x 4'-11314' DOUBLE HUNG R-13 INSULATION ^—— ;;;Lm 2959 2'-5 3i4"x 4'-11314" TEMPERED STAIRS PL 1 " J $T Y 0 HE µ 5/8"TYPE 11 x„ G.W.B - 6" I fi" �� ea�vDs (T�')c 14196 12'-03/4"x8'-0" SLIDER BOTH SIDES 25'-fi" 2953 2'-5 314"x 4'-5 3/4" DOUBLE HUNG I J p (2) LAYERS 1)2" GYP. BD. I EXTERIOR STAIRS DET. 3759 3'-13/4"x 4'-11314' DOUBLE HUNG GARAGE WALL D ETA I L = JOINTS FINISHED I _ 3717 3'-1314"x 1'-5 3fa" TRANSOM ,+ 112" = 1'-0" 1 HOUR RAT D1 H DES 305 UP " -X- 3-2553 I �' 12 PARALLEL CHORD WOOD ( � (2)LAYERS OF 518 TYPE X" I 3-2553 6-51/2"x 4'-0 314" CASEMENT OPTIONAL VENEER PLASTER 9-5114"x 4'-113!4' DOUBLE HUNG ¢ GYP.BD.ON CEILING I I HEAD DOORVER .�� - �� 3-375s 3-3717 9'-5114"x 1'-5 314" TRANSOM co I A AGE CEILING ------ 080 - 2-3759 6'31/2"x 4'-113/4" DOUBLE HUNG G R cv - I TREA[3 � _� +� B07�t ENDS- 2-3759 4'-11 112"x 4'-113!4" CASEMENT TEMPERED ,t , li 42 GARAGE __ _.__ B `? 2-2959 1/2 1 -0 (1 HOUR RA'T ED) UL DES L 5 `" z I�- ►SIN• 5' " SELF CLOSE o (1) HOUR RATED I �"* INSIDE $,. (1)HOUR DOOR 'm" I � �� I 2 STRING-El DOOR SIZES FIRST FLOOR INTERIOR DOORS 2'-8"x 8'-0" � — I �2� PLY � E =x= GYP. FAD. x GARAGE EXTERIOR DOOR T-0"x s'-0" R-38 INSULATION!N CEILING I r- o SECOND FLOOR INTERIOR DOORS 2'-8"x 7'-0" @� 'f'"�' � I cs: st� MIN. 1" I INTO , 71 I � I I 9'-0"x 8'-0"OVER I HEAD DOOR V STRINGER 31'-0" 26-6" SELF CLOSE I_ ,_—————— UPPER SCJ P ; ORT. SIN. �" - (1)HOUR WALL -0" � I�sI*� (2) PLY ' TYPE "x" - ASSEMBLY (1)HOUR DOOR 7,�1" B ," G�'. 8�� STEP 2 p a "TICO"' ANGLE: CLIP ON NSIDE 8"x Sm COLUMNS 8"x 8"COLUMNS — � 1z © T-6" 5'-6" B04'-0" .NE�� WOOD FILLER -`� I POUNDER I ROOM VENT DRYER TO Ir.rq � gOTJEXTERIOR = ---x�_ ,� S ! ff �� # N 3 px-11 ' S LAUNDRY co w PARALLAM OVER a O . STUB? SUPPORTS � I �A 0 BOTH ENDS, COVERED PORCH ��N I x s,- `� r� STRINGER LOWER SUPPORT. co `'� SCALE=1 1/2 " 04 *�. 3'.1 2" p Wr : w co i.. CV + PA8t7DPtOt + tiitNX} rYPtcALPflflPRA- r 1" ,ro w :> sws arsx x�a-ac t , s 4 ,�- 3"12 `L 60"CIRCULAR 6'_9" "— —� ( )2553 — 1'-0" STAIRS TO ^ - 10 9 - 14196 C 14'96 ©213 - 51/4 x 14 ML ASEMENT NCL S'-0^x 8'-0"BARN DOOR o _ WdlA 119 O " " BASEMENT 00 .-- -----� _ —.REF---J-.._J DW_— .----5114"x 14"ML 5114"x 11718"ML --. 51/4"x 14"ML --+^ 18 ■ SHOWER M U = 5114°x 16"ML M �,. ♦ g > . o SINK � 0 15'-0" '-0"x 8'-T BARN DOOR o _ 3 POWDER �- `� I PANTRY i f SIO ROOM '° � 4r-0" rep MASTER � m � � BATHROO �' I : : o , GAS FIRED S _ I � ! 1 } , MASTER rN = FIREPLACE I I T , f6a 04.8 mm;I _25.4 i pvmad 4,40 x. BEDROOM j ISLAND I 4'-6" 10'-6" 5'-6" w , I B AjLTERNATE BRACED WALL PANEL 10-12 GREAT ROOM _-_ I _ ------- �, x o I 3'-4" 37 9 rn CO co :a O 3 7 c;' G.0 TO iF£STu A V*W&WM 13'-0" COOK TOP 13'-3" 3'-3" r' S 1/2' TO of j c l:. TO S51ALL T� 2x4 nms _ ZE "' _ �=rN x 3759 AT FAI WE OF I POKAL i OPWGc UCH SIDE WITH VENT = s�.m �Io � �.n� _ 3717 wm a�Ia w 40 N 15 R 2.11" KITCHEN I 24 " DN I ' = DINING ROOM , �-- SIMPSON t WmR AT EACH °Q 7=6"X " ,_ " _ 3.6 Q �- v tom, I SM O GWACE DOOR N CL 2-6 x 8 0 I m r to •f LNII� ` ,--- .r- .- I I HD38 =,N WALL OVEN I I o f MASTER Q n I -- W.I.C. I I 2'-fi"x 8'-0" °° = 1 II X 3759 S r N �;�. III = GARAGE ORTAL FRAME DETAIL x 3717 B `. ..t I CL 4 III i I A .. . C BATiI00M GARAGE AREA-636.0 SF 10'-12" T i I " W 14 x 3 STEEL FLUSHL 5114"x 14"ML W 14x53 STEEL FLUSH 111 51/4"x 14"ML .—.� ...—.L11 LIVING AREA-2750.36 III 3386.36 SF I I " ° 3 59 UNDERGROUND FIRST FLOOR P LAN; 37 9 GUEST ROOM �? 18 x 96 42"x 96" 18"x 96" I " " � Ill 8"x 8" 3 17 ELECTRIC SERVICE . 4 37 7 8"x 8 I I r � SIDE LITE DOOR SIDE LITE SCALE: 1/4" = 1'-0" 10'-0" CEILING HEIGHT 3,-6" II COLUMNS _ 3r-0" � COLUMNS _ SHOWER I � `i' —•------ -- ----------- 111 20 0 '- h 12'-0" 2,�0 WALL C 1 " }R" 1 II JOSEPH M.DONATO, R.A. 5 3 ABOVE 5114 x 14 ML C WALL N.J.LIC,NO. 12280 FIRST FLOOR PLAN COizz C ABOVE N.Y.LIC.NO. 022978 WALL 5114"x 14"ML (3)3759 (3 3759 WALL X - ' ABOVE (3) 717 (3 3797 ABOVE - �'- ALL STRUCTURE AS PER DESIGN w 6,J6° 9,-0" BY TIMPLEX CORPORATION PROPOSED NEW HOUSE 2 1-0" '— 33`-0" 21'-0" 5'-0" 5'-fi" 4 5'-6" 5'-0" >- Project: PROPOSED SINGLE FAMILY 10-6 1485 PARKVIEW LANE " BRACED WALL LOCATIONS ORIENT',NEW YORK 11957 o 5 1/4 x 11718 ML 8"x 8 COLUMNS 5114 x 1171$ ML 51/4x 11 718ML 8 x 8 COLUMNS 51/4 x 117/8 ML 5 114 x 11 7/8ML JOSEPH M. DONATO, A.I.A. 'k JED ARcy�TF ARCHITECT 16,-0" 15'-0° 14 ROUTE 4 WEST 1.0 8-6 I 15-0 0y RIVER EDGE,N.J.07661 �" c , * 201-489-8800 + f � SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER s� 0229�� No. Descrf tion pie rF O F N�� DATE: 08-07-2021 JOB NO.183 A-4 : _ E 26'-6" 13'-3" eti - 13'-31 g� 9T 59 1 R OOF RUSS Y OTHE to " DN - NEW GUTTER & 1 T LEADERS WITH � # GUTTER GUARD 3'-6" 9'-2" 41.10" , - -�-- PROVIDE Ole Cow 2'-,Vx T-0" � CONTINUOUS � .,,, ,. + )� x Tf PERFORATED . + -- LOW ROOF AREA E 1/2" GYP. BD. SOFFIT VENT ....,. _ _K _. 0"C W ROOF AREA , Y ' wow . N N h(cs irklig r "nom C C 9'-6" 81-0" VINYL SIDING - - .. , ....:. 25-6 i R-21 INSULATION ,i40 a' 1/2" GYP. BD. 1/2" CDX PLYWOOD 14,T/�10 c FAMILY ROOM SECOND FLOOR SHEATHING `r' _ LO o cQ is .a• o v J r� '� 2"x 6" DOUGLAS FIR CEILING STRUCTURE BY OTHER " STUDS 16" Q.C. _ � M 3/4 T & G PLYWOOID "TYVEK" HOME WRAP CN SUB FLOOR T I' x OR EQUAL AS VAPOR Y = G BARRIER Ln C 8+ Gp 1 ' J ST Y O HE BRACED WALL DETAI L WSP METHOD ( WOOD STRUCTUAL PANEL C I � _ 1/2" GYP. BD. WET BAR I LOW ROOF AREA STORAGE 2'-8"x T-T STORAGE r 4r-T 1/2" GYP. BD. 7'-0" 20'.4 " 14�-0" LOW ROOF AREA 2 �` 2'-8"x r-0" FIRST FLOOR (2)2959 (2)3759 514"x 117/8"ML © (2)3759 C CASEMENT/ • EGRESS ! EGRESS 5114"x 117/8"ML O TEMPERED 5114"x 11 718"ML 41-6" 13'-0" 5'-7�" . 15'-0"-• .---. 13'-°" j 2 60"TUB T 13'-107" �EN = 314" T & G PLYWOOD 12" CONCRETE 2 A �N SUB FLOOR REINFORCED FOUNDATION WALL 9 BATHROOM i 16' JOI T B 0 ER WATERPROOF Q ROWER i MEMBRANE °m FIREPLACE �' k :..:'. �' VENT BEDROOM r S Q 2 FIRESTOP BEDROOM JX 1/2" GYP. BD 4 31 CL iv 1 p 1 p 2'-6"x 7'-0" BASEMENT ; 8'-57" o 2/.Op 2..x 4" WALL WITH 2 o w INSULATION R-151N ; ..:. .... = a CL w CL o 4'-4" 5'-2" - 111,op. CL DRAIN TILE : N N - 4 DN = BATHROOM SHOWER M CONNECT TO SUMP ch SEN 2'-6"x 7'-0" ATTIC4 " : , •►_.-.. ,.r. _::.... . ,::_: ; . 4 CONC. SLAB OVER CL CL ACCESS s CL a- o T 4N GRAVEL 71-1" 1'-6" - co x STONE ON 6 MIL. _... VAPOR BARRIER N CV \^lr.. n ' 0) LN ;k*':tiY __; i 2 A"X 12" BAR DOORS "= ,` LRF � ,.: ; k'. FOOTING W/3 #4 REB x •a �i\- j '~ \ \T \.,\r\j \ •+ • -:I�j,`,�:�`A `'�.3:.� ARS _ = BEDROOM r o `!/\\ ; %,: �N 4 P ,� BEDROOM ;�; \ \, \ �.� ,. \\\�.\ a, A,: OPE �,' `' - GRAVEL FILL '�;��\ 4'\\'\.�\ \\�\•� \?::. \ 4" DIA. FOOTING 16'-3" 15'-0" p \� ` /�. \`.\ �:�,�•"\\'i ~;� �.�\!\}�y�: "��,;1;`��\�..�, '�� DRAIN H FILTE W1.4 x W1.4 WIRE SECTION (2)3759 WALL 3759 3759 3759 I (2)3759 p BELOW I � " " � MESH SCALE: 1/2" = 1'- 0" C EGRESS 5114 x 11718 ML ( N 51/4"x 11718" L WALL EGRESS 5114 x 117/$ ML Q SECOND N D F LOO R PLAN 2745.67 SF JOSEPH M.DONATO,R.A. a .� ... �- .N . 122 SECOND FLOOR PLAN „ N.J. LIC. 0 80 BELOW SCALE: 1/4 = 1 -0" 9'-0' CEILING HEIGHT N.Y. LIC.NO. 022978 ,�--3'-6" 8'-0" ---- 8'-0" 8'-0" 8'-0" 8'-0" 8`-0" 5'-6"---- - 6'-0" �i—� 10'-6" --- 16}.�" '6'-°p 161-°" PROPOSED NEW HOUSE a 48'-0 81 ftp ALL STRUCTURE AS PER DESIGN Project: PROPOSED SINGLE FAMILY BY TIMPLEX CORPORATION 1485 PARK VIEW LANE ORIENT„NEW YORK 11957 JOSEPH M. DONATO, A.I.A. E ��ERE H"RCy� ARCHITECT BRACED WALL LOCATIONS I �� q��o �� 14 ROUTE 4 WEST 0 �'-� RIVER EDGE,N.J.07661 201-489-8800 SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER 02291% 40� I No. Description Date o FN ESN DATE: 08-07-2021 JOB NO. A_5 (--------------------------------- ROOF --------------------- ---------------ROOF TRUSS SYSTEM BY OTHER ROOF TRUSS SYSTEM BY OTHER f . f f I f I I I f I I f I I f I---------- I i s Cn Lu I u- 1c1"-:> I 0 0 w f I Lu I o u� I - ------.....—..... _ _ ----------------• ------- —_.— - = w � � ! �-- uJ oo I I � m � m I I If---------- ------ I m f Lu I t' I f I I j ROOF TRUSS SYSTEM BY OTHER ROOF TRUSS SYSTEM BY OTHER I l i I ! f I I I I � I r------------_ r-.--_.._.._.._ —_.— ____ 1_._--__._ _— __..-----_-- __—_ ._.__...__ ......_ __--- � I w I f • I ! >O- ILLIf L ul0 f C0 • ! f co f o I Cn va I I I o ------ f 1 2' 4 -2'-0"4 o f I I I I I i f I f I I CHIMNEY CHIMNEY I „ve,d I z I Lu I «"► mLu Lu 0 � RooF PIAN . • . CO MfR/it HI1RRlGWam SE►$WG.lflCstph i nI m ) i * Oe H ca E si ares i � I ,� � I II `CAME U u- � 0 I I , - R i ROOF TRUSS SYSTEM ROOF TRUSS SYSTEM I I R00 TRUSS SYSTEM ROOF TRUSSSYSTEM BY OTHER BY OTHER I f I I BY 0 HER BY OTHER ! i I f __._,.._____ _—__———— I I JOSEPH M.DONATO, R.A. ROOF PLAN '-f N.J.LIC.NO. 12280 I I N.Y.LIG.NO. 022978 ------ --__- L—_.._..,....-.....,__ ....—_ .....--_---_.. — PROPOSED NEW HOUSE i j Project PROPOSED SINGLE FAMILY I I 1485 PARK VIEW LANE Lu p w f j ORIENT,NEW YORK 11957 I o o i � JOSEPH M. DONATO, A.I.A. 0 I °° I �ERED qRC ARCHITECT - -- -----_— _ --- ---._"_._......------_ —.....—......._----..._.—_ ---___.—.....,_...—_ ---._._.._ ---_ - ---------------------_._..--- - �ta`��HAF� yV 14 ROUTE 4WEST cu - o �,� RIVER EDGE,N.J.07661 z 201-489-8800 SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER 9t, 02297$ p� pF NE`r1 DATE: 08-07-2021 JOB NO, A"6 No. Desalptioll Date GENERAL NOTES FOUNDATIONS 1. FOOTINGS ARE DESIGNED TO BEAR ON SOIL HAVING A MINIMUM 11. PROVIDE 1/2" BITUMINOUS FIBER EXPANSION JOINT AT THE (IF APPLICABLE) 1. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH LL 22. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE SAFE BEARING VALUE OF 2000 PSF. PRIOR TO CONSTRUCTION, INTERSECTION OF WALL AND SLAB. J 19. BRICK VENEER WALLS - UNLESS NOTED OTHERWISE, ALL BRICK CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND WRITTEN AF PROVAL OF THE ARCHITECT AND ENGINEER. SOIL BEARING VALUE SHALL BE CERTIFIED TO THE ARCHITECT BY FOR THIS PROJECT SHALL BE AS SELECTED IN 2-3/8"X 4"X 8" BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE O 23. ALL WOOD FRAMING AT BEARING WALLS SHALL BE AS FOLLOWS: LETTER. CLEAN ALL POTHOLES AND FILL WITH 3000 PSI CONCRETE 13. BASE AND TOP COURSE OF ALL MASONRY FOUNDATION WALLS (NOMINAL DIMENSIONS). WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH FORM SIDES OF FOOTING WITH WOOD WHERE REQUIRED. SHALL BE FILLED SOLID WITH CONCRETE. PROVIDE SOLID BRICK UNITS: FOR USE BELOW GRADE AND WHERE EXPOSED TO KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY DISCREPANCY 1 ST FLOOR: 2 X 6'S AT 16" O.C. BEARING UNDER ALL BEAMS AND GIRDERS. FREEZING CONDITIONS USE 2,500 PSI TYPE SW(SEVERE WEATHER) AND/OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE 2ND FLOOR: 2 X 6'S AT 16" O.C. 2. BOTTOMS OF ALL FOOTINGS ARE 3'-0" BELOW EXISTING GRADE FOR EXTERIOR WALLS ABOVE GRADE USE 2,200 PSI, TYPE MW USED SHOULD BE VERIFIED WITH THE OWNER OR ARCHITECT. i UNLESS OTHERWISE NOTED. TOPS OF FOOTINGS ARE AT SAME 14. ALL MASONRY SHALL BE ASTM C-145 WITH A MINIMUM (MEDIUM WEATHER), AND FOR INTERIOR APPLICATIONS USE 24. ROOFING HALL BE CLASS C (MINIMUM.) 2. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 IRC BUILDING ' ELEVATION AT JUNCTIONS OF WALL FOOTING AND COLUMN COMPRESSIVE STRENGTH OF 1,800 PSI AS SHOWN ON THE 1,250 PSI, TYPE NW(NO WEATHER) BRICK.OFFICIALS AND CODE ADMINISTRATORS INTERNATIONAL, INC. ALL WORK 25. ALL ROOF EDGES SHALL HAVE TWO LAYERS OF 15 LB. FELT UNDERLAYMENT FOOTING. WALL FOOTING REINFORCEMENT TO RUN CONTINUOUS DRAWINGS, WHERE DIMENSIONS OF UNITS ARE NOT SHOWN,THROUGH COLUMN FOOTING. BOTTOM OF FOOTING OF HIGHER PROVIDE UNITS HAVING NOMINAL FACE DIMENSIONS OF A. ALL BRICK SHALL BE LAID PLUMP, LEVEL AND TRUE-TO-LINE. SHALL BE DONE IN STRICT ACCORDANCE WITH ALL FEDERAL, STA E & SOLID MOPPED TOGETHER EXTENDING FROM INTERIOR FACE OF EXTERIOR FOOTING TO SLOPE TO BOTTOM OF LOWER FOOTING AT SLOPE OF 16" LONG BY 8" HIGH BY DEPTH SHOWN OR OTHERWISE CODES, RULES & REGULATIONS ARE AT VARIANCE WITH THE PLAS & LOCAL CODES, ORDINANCES, RULES & REGULATIONS. WHERE SU H WALL 24" MI OVER HEATED SPACE BELOW. 1 VERTICAL TO 2 HORIZONTAL. REQUIRED, PROVIDE ACCESSORY SHAPES AS INDICATED OR B. BACK UP BLOCK SHALL BE WELL PARGED PRIOR TO LAYING REQUIRED. BRICK. NOTES: SAID CODES, RULES & REGULATIONS, ETC. SHALL TAKE 26. ALL EXPOSED MATERIALS FOR PORCHES, SOFFITS, OVERHANGS, BAY 3. BUILDER SHALL INVESTIGATE SITE DURING CLEARING AND EARTH- C. BRICK VENEER SHALL BE TIED TO PLYWOOD BACKING WITH PRECEDENCE OVER THE PLANS & NOTES. WINDOWS, TC. TO BE APPROVED EXTERIOR GRADE. WORK OPERATION FOR FILLED EXCAVATIONS OR BURIED 15. ALL INTERSECTING MASONRY WALLS SHALL BE BONDED TOGE CHER GALVANIZED METAL TIES AT 16" O.C. VERTICAL & 32" Q.C. 3. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL 27. MINIMUM N ECHANICAL VENTILATION REQUIREMENTS ARE: STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. WITH METAL ANCHORS AT 3'-4" O.C. VERTICALLY. ! HORIZONTAL (STAGGERED). PROVIDE MISCELLANEOUS METAL APPLICABLE BUILDING CODES & REGULATIONS AND FOR OBTAININ IF ANY SUCH ITEMS ARE FOUND, CONTRACTOR SHALL REMOVE SAID TIES AND OTHER ANCHORING DEVICES AS REQUIRED FOR THE ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND . RESIDENTIALAREAS: 5 AIR CHANGES PER HOUR ITEMS IN A SAFE AND PROPER MANNER AND PREPARE THE SITE 16. ALL RETAINING FOUNDATIONS OR BASEMENT WALLS SHALL BE COMPLETION OF THE WORK. PERMITS NECESSARY TO PERFORM ALL WORK AND SERVICES HEREIN BATHROOM: 7 AIR CHANGES PER HOUR FOR ALL NEW WORK. MADE OF MINIMUM 8" X 12" X 16" (NOMINAL DIMENSIONS) CONCRETE MASONRY UNITS FILLED SOLID WITH CONCRETE AND D. ALL BRICK VENEER WALLS SHALL HAVE WEEP HOLES AT 3f- NOTED OR INDICATED ON THE DRAWINGS. 4. WHERE REQUIRED FILL BENEATH THE BUILDING SHALL CONSIST OF REINFORCED WITH NO. 5 STEEL DOWELS AT 24" O.C. AND DUR-O- 0" O.C. PROVIDED ABOVE FLASHING. 28. CORROSION RESISTANT FLASHING IS REQUIRED AT THE TOP AND SIDES CLEAN, INERT, WELL-GRADED GRANULAR FILL PLACED IN MAXIMUM WALL WIRE MESH REINFORCING EVERY OTHER COURSE. 4. THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS OF ALL WINDOWS AND ROOF OPENINGS AND AT THE INTERSECTION OF 81NCH LAYERS (LOOSE THICKNESS). FILL BENEATH FOOTINGS TO E. ALL JOINTS IN BRICK WORK TO BE FILLED AND FINISHED AND INFORMATION REQUIRED FOR THE INTERIOR FINISHES OF THE CHIMNEYS MASONRY AND/OR WOOD CONSTRUCTION AND FRAME WALLS/OR BE COMPACTED TO 98% OF THE MAXIMUM STANDARD DRY DENSITY 17. ENVIRONMENTAL CONDITIONS - PROTECT MASONRY WORK FROM THE WITH A SHALLOW CONCAVE PAINTING TOOL UNLESS PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM HE APPROVED WATER RESISTANT SHEATHING AND CAULKING TO BE USED AT (ASTM D-698). FILL UNDER SLAB TO BE COMPACTED TO 95% OF WEATHER AND OTHER PHYSICAL OR CLIMATIC CHANGES THAT DETAILED OTHERWISE. OWNER. TOP AND SIDES TO GUARANTEE LEAKPROOF. THE SAME STRENGTH. PLACEMENT AND COMPACTION OF FILL TO INTERFERE WITH THE PROPER SETTING AND CURING. PROTECT BE SUPERVISED AND APPROVED IN WRITING BY A REGISTERED WORK FROM THE RAPID EVAPORATION OF WATER FROM THE MC RTAR F. CONTRACTOR TO PROVIDE ALL SPECIAL SHAPES AND SIZES 5. UNLESS SHOWN ON THESE DRAWINGS, ALL MECHANICAL WORKS SUCH AS, 29. ALL DRYER VENTS SHALL BE CONNECTED TO THE OUTSIDE. SOILS ENGINEER. UNTIL IT IS PROPERLY CURED. TAKE ALL NECESSARY AS REQUIRED. INCLUDING SILL BRICK. BUT NOT LIMITED TO ELECTRICAL, PLUMBING, HEATING, AIR i PRECAUTIONS TO GUARD MASONRY WORK FROM CONSTRUCTION CONDITIONING, VENTILATING, SITE WORK ETC., ARE TO BE 30. DESIGN LO DS DO NOT INCLUDE SUPERIMPOSED LOADS SUCH AS A/C 5. CONTRACTOR SHALL ANALYZE SOILS FOR CONSTRUCTION PURPOSES ABUSE. USE TARPAULINS AND/OR OTHER COVERING FOR THIS ESTABLISHED AND DESIGNED BY OTHERS THAN THE ARCHITECT. UNITS AND THEIR MECHANICAL EQUIPMENT. SHOP DRAWINGS OF AND SHALL NOTIFY THE OWNER IMMEDIATELY AS TO ANY PURPOSE. EQUIPMENT AND PROPOSED SUPPORT FRAMING SHALL BE SUBMITTED TO UNFORESEEN CONDITIONS. 6. ALL MANUFACTURED MATERIALS, COMPONENTS, FASTENERS, AS EMBLIES, THE ARCHITECT FOR APPROVAL. ETC. SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH 6. WHERE FILLING IS NECESSARY TO MEET THE REQUIRED SLAB A. DO NOT PLACE MASONRY UNITS WHEN AIR TEMPERATURE IS MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHERE 31. CAULKING, SEALANT AND EXTERIOR JOINTS AROUND WINDOWS AND DOOR ELEVATIONS: PROVIDE GRANULAR FILL COMPACTED TO A MIN. BELOW 48 DEGREES F. SPECIFIC MANUFACTURED PRODUCTS ARE CALLED FOR, THE CONTRACTOR FRAMES; BETWEEN WALL AND FOUNDATION BETWEEN WALL PANELS AT COMPACTED DENSITY OF 95%. B. PROTECT FROM DIRECT EXPOSURE TO WIND AND SUN WHEN MUST NOTIFY THE ARCHITECT OF ANY SUBSTITUTIONS BEFORE T EY ARE PENETRATIONS; OR UTILITY SERVICES THROUGH WALLS; FLOOR AND ERECTED IN AMBIENT AIR TEMPERATURE OF 99 DEGREES F. MADE. ROOFS; AN ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL 7. INSTALL PERIMETER PERFORATED PIPE DRAINS AROUND BUILDING T BE SEALED IN THE SHADE. AND WITH RELATIVE HUMIDITY LESS THAN TH AN APPROVED MANNER. FOUNDATIONS AND COVER PIPE WITH 12 INCHES OF GRAVEL ALL IN T 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTR CTION AROUND. MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES EQUIRED 32. PROVIDE 2 1/2"X 30 1/2" ATTIC ACCESS. 18. INSTALLATION -THE FOLLOWING CONDITIONS SHALL BE FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR INITh kTING, 8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF ALL OBSERVED DURING THE INSTALLATION OF THE MASONRY SECTION MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND 33. BASEMENT WALLS AND FLOORS OF HABITABLE AND OCCUPIED SPACES ARE TEMPORARY EMBANKMENTS AND EXCAVATIONS. OF THE CONSTRUCTION: PROGRAMS IN CONNECTION WITH THE WORK. ! TO BE WATE RTIGHT AND PROPERLY REINFORCED TO WITHSTAND WATER PRESSURE i kS NECESSARY. 9. CUT MISCELLANEOUS OPENINGS IN WALLS AND PARTITIONS FOR A. HORIZONTAL AND VERTICAL ALIGNMENT OF THE FOUNDATION tS 8. ANY ERRORS, OMISSIONS OR INCONSISTENCIES ON THESE DRAWINGS OR MECHANICAL AND ELECTRICAL TRADES. AS REQUIRED BY THE WORK WITHIN 1" OF PLUMB. ANY VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND 34. ALL CHIMNEYS SHALL TERMINATE 2'-0" MINIMUM DISTANCE ABOVE A OF SAID TRADES AND AS REQUIRED BY JOB CONDITIONS. ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS POINT MEASURED 10'-0" HORIZONTALLY FROM THE NEAREST BUILDING B. LAY ONLY DRY MASONRY UNITS. I SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER IN WRITING AND OR ROOF AND T MIN. FROM HIGHEST POINT OF ROOF PENETRATION 10. BACK FILL SHALL CONSIST OF NON-EXPANSIVE, FREE-DRAINING, RESOLVED AND DOCUMENTED IN WRITING BEFORE CONTINUING WITH THE PREDOMINANTLY GRANULAR MATERIAL, FREE OF DEBRIS AND WORK IN QUESTION. 35. FIRE STOP ALL STUD WALLS AT 8'-0"VERTICALLY.(OR AT EACH FLOOR ORGANIC MATERIAL. C. USE MASONRY SAWS TO CUT AND FIT MASONRY UNITS. LINE). 9. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, CONCRETE D. SET UNITS PLUMB, TRUE-TO-LINE AND WITH LEVEL COURSES THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 36. DRYWALL I STALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ACCURATELY SPACED. ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING AND 1. ALL CONCRETE SHALL TEST 2,500 PSI AT 28 DAYS. THE SLUMP ECLEAN THE TRFACE OF FOUNDATIONS FREE FROM DIRT`; 10. ALL STUD WALLS ARE DIMENSIONED AT 4" UNLESS NOTED OTHE WISE. TAPING CO E. OP SURECT STUD SPACING. JUST PRIOR TO PLACING SHALL BE 4 INCHES WITHIN A DEBRIS, AND OP SU CE, AND EXPOSE THE AGGREGATE PRIOR i TOLERANCE OF PLUS OR MINUS 1 INCH (MAX). NOTE: GARAGE i 11. ASSUME MINIMUM FIBER STRESS 1200 P.S.I. FOR ALL STRUCTURAL37. ALL FRAM114G TO BE IN CONFORMANCE WITH THE NATIONAL FOREST SLABS, PORCHES, PATIO SLABS, AND CONCRETE WALKS SHALL TO START OF INSTALLATION OF 1ST COURSE. BEAMS AND HEADERS UNLESS OTHERWISE NOTED. PRODUCTS MANUAL FOR HOUSE FRAMING" AND THE LATEST EDITION TEST 3500 PSI AT 28 DAYS AND SHALL BE AIR ENTRAINED. F. ACCURATELY FIT THE UNITS TO PLUMBING, DUCTS, OPENINGS OF "THE BO(',*A NATIONAL BUILDING CODE". AND OTHER INTERFERENCES. NEATLY PATCHING ALL�HOLES. 12. SMOKE DETECTORS TO BE AC POWERED AND U.L. APPROVED. 2.ALL CONCRETE SHALL BE PLACED IN THE DRY. NO CONCRETE W/ BATTERY BACK UP REFER TO ELECT. NOTE #7. 38. ALL HVAC QUIPMENT AND DUCTWORK SHALL COMPLY WITH ALL SHALL BE PLACED LATER THAN 90 MINUTES AFTER MIXING HAS G. KEEP THE WALLS CONTINUALLY CLEAN, PREVENTING GROUT AND APPLICABLE STATE, NATIONAL AND LOCAL CODES. BEGUN. DEPOSIT CONCRETE IN ITS FINAL POSITION WITHOUT MORTAR STAINS. ' 13. INDIVIDUAL AIR CONDITIONING UNITS MUST HAVE ADEQUATE RETURN SEGREGATION AND REHANDLING. AIR. I 39. CONTINUO JS BEARING FROM POINT OF LOAD TO FOUNDATION SHALL BE PROVIDED BY MEANS OF COLUMNS AND SOLID BLOCKING AT FLOORS. 3. REINFORCING STEEL SHALL BE NEW BILLET HIGH STRENGTH STEEL NOTE: UNLESS NOTED OTHERWISE, PROVIDE RUNNING BOND WITH 14. ALL INTERIOR BATHS SHALL BE MECHANICALLY VENTILATED THROUGH OF U.S.A. MANUFACTURE CONFORMING TO LATEST A.S.T.M. A-615 WITH VERTICAL JOINTS LOCATED AT THE CENTER OF NON-COMBUSTIBLE DUCTS (TO THE EXTERIOR)TO PROVIDE AIR I 40. CABINETSUPPLIER TO FIELD MEASURE AREA OF WORK AFTER ROUGH GRADE 60 FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD MASONRY UNITS IN THE ALTERNATE COURSE BELOW. CHANGE EVERY 12 MINUTES. (UNDERCUT BATHROOM DOOR 1"} FRAMING, TO ASSURE AN EXACT FIT. THE CABINETS SHALL MATCH PRACTICE OF THE C.R.S.I., UNLESS OTHERWISE NOTED AND NOT REQUIRED W/OPERABLE WINDOWS. PLANS AND LEVATIONS. (NOTIFY ARCHITECT OF ANY PLACING OF REINFORCING SHALL BE IN ACCORDANCE WITH A.G.I. 15. ALL PATIOS AND PORCHES TO BE SLOPED 1/8" PER 1'-0" IN DISCREPAN IES). BUILDING CODE. MANUAL OF STANDARD PRACTICE, AND THE BOCA DIRECTION INDICATED ON FOUNDATION PLANS. 41. SLOPE G DE AWAY FROM BUILDING AT 1/2" PER 1'-0" MIN. FOR A 1953. ` 16. ALL SILLS IN CONTACT WITH CONCRETE TO BE WOLMANIZED AN , HAVE DISTANCE ClF 10'-0" MINIMUM. 4. REINFORCING SHALL HAVE 3" COVER IN FOOTINGS; 2" COVER ON A CONTINUOUS SILL SEALER (FULL BED OF MASTIC). 42. PROVIDE A SPLASHBLOCK AT EACH DOWNSPOUT. MAIN REINFORCEMENT IN STEM WALLS. 17. PROVIDE SOLID BLOCKING AND/OR DOUBLE JOISTS UNDER ALL j 43. WATER-RE SISTANT GYPSUM BACKER BOARD SHALL BE USED WITH BATH 5. REINFORCING BARS ARE CONTINUOUS UNLESS OTHERWISE NOTED. PERPENDICULAR AND PARALLEL PARTITIONS AND AT FIREPLACE HEARTH TUB ANDS OWER COMPARTMENTS. LAP MESH 12 INCHES AT SPLICES, LAP STEM WALL BARS 32 BAR AND STAIR OPENINGS. ' DIAMETER AT SPLICES (MIN.) 44. THERMOS ATS USED FOR HEATING AND COOLING SHALL BE CAPABLE OF I 6. ALL MASONRY AND/OR CONCRETE WALLS BELOW GRADE SHALL BE 18. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY ORE BEING SET FROM 55 DEGREES F TO 85 DEGREES F AND SHALL BE DAMP-PROOFED (OR WATER PROOFED AS REQUIRED BY REGIONAL DIRECTED. CAPABLE 0 OPERATING THE SYSTEM'S HEATING AND COOLING CONDITONS.) SEQUENCE. 19. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF 7.ALL EXTERIOR SIDES OF CONCRETE BLOCK FOUNDATION WALLS THE OWNER BEFORE TURNING SAME OVER TO OWNER. I HEIGHT AND TWO 2SHALL BE DAMP 0OFED WITH 1/2" CEMENT PLASTER COATS F WATER RESISTANT ASPHALT JOSEPH M.DONATO,R.A. NOTES I ; ( ) ALT PITCH N.J.LIC.NO. 12280 20. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO I BELOW GRADE. N.Y.LIC.NO. 022978 ORDERING AND INSTALLING ANY EQUIPMENT. FOUR COPIES OF EACH SUBMITTAL ARE REQUIRED. THE CONTRACTOR MAY SUBMIT FOR I ; 8. BOTTOM OF ALL EXTERIOR FOOTING SHALL BE MINIMUM 3'-O" ( PROPOSED NEW HOUSE APPROVAL, 10 DAYS PRIOR TO PRESENTATION OF NEGOTIATED PRICE TO BELOW EXTERIOR FINISH GRADE. OWNER, ALTERNATE MANUFACTURERS OF ALL ITEMS SPECIFIED ON THESE Project; PROPOSED SINGLE FAMILY DRAWINGS. CONTRACTOR MUST CHECK ALL SHOP DRAWINGS, NOTING ANY 9. ALL CMU TO BE LAID IN A FULL BED OF MORTAR. 1485 PARK VIEW LANE DISCREPANCIES PRIOR TO SUBMISSION. ORIENT,NEWYORK 11957 10. ALL FOOTINGS SHALL HAVE TWO (2) NO.5 REINFORCING RODS 21. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE.ALL CONTINUOUS. UNLESS NOTED OTHERWISE. SIZE SHALL BE AS JOSEPH M. DONATO, A.I.A. NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF FOLLOWS : ' ED Af? ARCHITECT APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THESE A. FOR 12" BLOCK USE A 24"W X 12"H FOOTING WITH 2" X 4" \g'� �GHAF� �� 14 ROUTE 4 WEST CONTRACT DOCUMENTS. HE SHALL COMPLY WITH ALL LAWS, KEYWAY. , '+ �o �� RIVER EDGE,N.J.07661 ORDINANCES, RULES AND REGULATIONS OF ALL LAWS, ORDINANCES, 'L ,�. , -4 RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDIC ION. B. FOR $" BLOCK USE A 16"W X 8"H FOOTING WITH 2"X 3° _ v * 201-489-8804 i KEYWAY. * o O I. SCALE:AS NOTED DRAWN BY:JR DRAWING NUMBER I DATE: 08-07-2021 JOB NO. 183 A-7 No. Description Date F O F NE I i STEEL FLASHING AND SHEET METAL FINISH HARDWARE STRUCTURAL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN 10. DOUBLE ALL TRIMMERS AND HEADERS AROUND OPENINGS IN FLOORS, 1. PROVIDE FLASHING AND SHEET METAL AS REQUIRED TO PREVENT 1. PROVIDE ALL HARDWARE, TEMPLATES, ETC. AS REQU{ ED FOR THE ACCORDANCE WITH THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CEILINGS, A14D ROOF OPENINGS. PENETRATION OF THE ELEMENTS THROUGH THE EXTERIOR SHELL OF THE COMPLETE EXECUTION OF THE WORK. BUILDING. CONFORM TO ASTM SPECIFICATION 1-36. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PEE PAINT. 11. PRODUCEJOINTS WHICH ARE TIGHT. TRUE AND WELL CONNECTED WITH 2. HARDWARE SELECTIONS AS DIRECTED BY OWNER. MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGS. 2. WHERE SHEET METAL IS REQUIRED AND NO MATERIAL OR GAUGE IS 2. ALL CONNECTIONS TO BE FIELD AND SHOP WELDED AND TO DEVELOP INDICATED IN THE DRAWINGS. PROVIDE THE HIGHEST GAUGE AND WINDOWS MEMBER IN SHEAR. 12. FRAMING EMBERS TO RECEIVE A FINISHED SURFACE ALIGN THE FINISH QUALITY. SUBSURFACE TO VARY NOT MORE THAN 1/8" FROM THE PLANE OF 1. PROVIDE WINDOWS AND FRAMES IN DIMENSIONS AND ESIGN SHOWN ON 3. NO SPLICES PERMITTED UNLESS APPROVED BY THE ENGINEER. SURFACES F ADJACENT FURRING OR FRAMING MEMBERS. THE DRAWINGS. 3. FORM, FABRICATE, AND INSTALL SHEET METAL SO AS TO ADEQUATELY 4. PIPE COLUMNS SHALL BE DOMESTIC STEEL CONFORMING TO A.S.T.M. A-501. 13. ALL EXTER OR LUMBER SHALL BE EXTERIOR GRADE TYPE. DECAY AND PROVIDE FOR EXPANSION AND CONTRACTION IN THE FINISHED WORK: 2. ALL WINDOWS SHALL BE AS MANUFACTURED BY ANDE SON (SEE WELDED AND SEAMLESS, CONCRETE FILED WITH VENTS TOP, I TERMITE RE ISTANT WITH PRESERVATIVE TREATMENTS. ALL WOOD IN . PLANS FOR MANUFACTURERS PRODUCT NUMBER) OR APPROVED EQUAL. MIDDLE AND BOTTOM. ALL COLUMNS SHALL SIT ON 3/4"THICK STEEL CONTACT TH CONCRETE, MASONRY, OR SOIL SHALL BE PRESSURE A. FINISH WATERTIGHT AND WEATHERTIGHT AS REQUIRED. CASEMENT, AWNING, SINGLE-HUNG, HALF-ROUND OR SKYLIGHTS AS BASE PLATES ANCHORED TO FOOTINGS WITH TWO (2} 314" DIAMETER TREATED P R UBC STANDARD 25-12. � B. EMBED METALS IN CONNECTION WITH ROOFS IN A SOLID BED OF INDICATED. ANCHOR BOLTS WITH 3" HOOKED END. APPROVED SEALANT. 14. ALL PLYWOOD SHALL BE IDENTIFIED BY GRADE MARK OF AN APPROVED C. WHENEVER POSSIBLE, SECURE METAL BY MEANS OF CLIPS OR INSPECTION AGENCY AND SHALL BE STANDARD C-D. CLEATS WITHOUT NAILING THROUGH THE METAL. 3. FRAMES, PANELS, AND SASH TO BE WOOD CORE TREATED WITH A WATER „ 5. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM 1069 RED WITH EXT. GLUE UNLESS OTHERWISE SPECIFIED ON DRAWINGS. D. SPACE NAILS, RIVETS, AND SCREWS NOT MORE THAN 8"APART REPELLENT PRESERVATIVE AND COVERED WITH RIGID VINYL (P.V.C.) PRIMER" OR ZINC CHROMATE. FIELD COAT ALL STEEL WITH SAME AND USE LEAD WASHERS WHERE EXPOSED TO THE WEATHER. COLOR AS SELECTED. PAINT. TOUCH UP ALL WELDS AND ABRASIONS IN FIELD WITH SAME 15. ANCHOR ALL STUDS AT DOOR OPENINGS, ENDS AND CORNERS OF WALLS E. FOR NAILING INTO WOOD USE BARBED ROOFING NAILS, 1-1/4" WHICH ARESHEATHED WITH PLYWOOD AND/OR GYPSUM BOARD TO BOTTOM LONG LI GAUGE. 4. GLAZING TO BE HIGH PERFORMANCE. DOUBLE-PANE. INSULATING 6. BOLTS SHALL BE HIGH STRENGTH CONFORMING TO A.S.T.M. 1-325. PLATE WITH TWO (2) SIMPSON A-35 FRAMING ANCHORS. F. FOR NAILING INTO CONCRETE USE DRILLED PLUG HOLES AND GLASS. PLUGS. 5. PROVIDE GRILLE PATTERN (WHERE SELECTED). GLAZING BEADS, 7. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDER j 16. BOLT HOLES SHALL BE DRILLED 1/16" LARGER THAN BOLT DIAMETER. WEATHER-STRIPPING, FLASHING, INSECT SCREEN,-HARUWARE, ETC. AS QUALIFIED. AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S PROVIDE WASHERS UNDER ALL BOLT HEADS AND NUT BEARING ON WOOD. 4. ALL VENTS THROUGH ROOF SHALL HAVE CAP AND BASE FLASHING. REQUIRED FOR COMPLETE INSTALLATION. STANDARD QUALIFICATION PROCEDURE". TO PERFORM THE TYPE WORK HOLES SHAI L BE PROPERLY ALIGNED. IN NO CASE SHALL REQUIRED. MISALIGNMENT BE ALLOWED WITH PREVENTS PROPER BEARING OR SEALANTS AND CAULKING 6. EGRESS REQUIREMENTS ARE SATISFIED AS PER BOCA CODE. ALIGNMENT OF MEMBERS. OVERSIZED HOLES SHALL NOT BE ALLOWED. 8. WELDING ELECTRODES SHALL CONFORM TO A.S.T.M. A-WS 5.5, tit 0XX BOLTS SHALL BE A307 BOLTS. NUTS SHALL BE TIGHTENED SNUG. 1. SEAL AND CAULK JOINTS AS REQUIRED TO PROVIDE A POSITIVE SERIES. REFER TO FRAMING PLANS FOR LIVE LOADS AND WIND 17. ALL JOISTS SHALL HAVE A MINIMUM OF 1 1/2" BEARING AT SUPPORTS. BARRIER AGAINST THE PENETRATION OF AIR AND MOISTURE; EXTERIOR INTERIOR FINISHES VELOCITIES. WALL JOINTS. JOINTS BETWEEN EQUIPMENT AND OTHER CONSTRUCTION, LAPPING JO STS SHALL HAVE 3" LAPS CENTERED OVER INTERIOR SUPPORTS. AND MISCELLANEOUS INTERIOR WALL CONDITIONS. 1. ALL INTERIOR FINISHES TO BE MINIMUM CLASS III FLAML SPREAD AND 9. WELDERS SHALL CARRY EVIDENCE OF QUALIFICATION WITHIN THE PAST 12 MONTHS UNDER THE AWS PROCEDURE FOR THE TYPE OF WORK 18. LEDGERS AND STUD WALL FOUNDATION SILL PLATES SHALL BE BOLTED SMOKE DEVELOPED RATING NOT TO EXCEED 450. REQUIRED. TO CONCRETE WITH ANCHOR BOLTS OF SIZE AND MINIMUM SPACING AS 2. PROVIDE PRIMERS. BACK-UP MATERIALS. BOND-PREVENTATIVE SHOWN ON DRAWINGS. AT LEAST TWO BOLTS SHALL BE PROVIDED FOR MATERIALS AND ANY OTHERS REQUIRED FOR A COMPLETE AND PROPER DRYWALL EACH PIECE WITH ONE BOLT WITHIN 12" OF EACH END. PROVIDE INSTALLATION. 10. ALL EXPOSED STEEL SHALL BE GROUND SMOOTH AND FREE OF ANY ROUGH TERMITE SHIELD AND SILL SEALER. 1. PROVIDE AND INSTALL ALL WORK IN RELATION TO DR ALL OR SHARP EDGES. 3. THOROUGHLY AND COMPLETELY MASK JOINTS WHERE THE APPEARANCE OF CONSTRUCTION INCLUSIVE OF STUDS, BLOCKING AND MISCELLANEOUS 19ALL PLYW OD WALL SHEATHING SHALL BE APPLIED AS FOLLOWS; SEALANT ON ADJACENT SURFACES WOULD BE OBJECTIONABLE. ACCESSORIES AS REQUIRED FOR THE COMPLETION OF THE WORK. . 11. PROVIDE AND INSTALL ALL LOOSE LINTELS, BEARING PLATES, ANCHORS, REINFORCING BARS, ETC. WHETHER INDICATED ON THE, CENTER VERTICAL JOINTS OVER STUDS AND CENTER HORIZONTAL JOINTS OVER 2" BL CKING OR PLATE. NAIL TOP OF PANELS TO DOUBLE TOP 4. PROVIDE TWO (2) COMPONENT, RUBBER-BASED COMPOUND IN COLOR(S) 2. PROVIDE GYPSUM WALLBOARD IN 48" WIDTHS AND IN SUCH LENGTHS AS DRAWINGS OR NOT. AS REQUIRED FOR THE PROPER AND COMPLETE PLATE, AND NAIL BOTTOM OF PANELS TO ANCHORED SILL PLATE. AS SELECTED BY THE OWNER AND TOOL THE JOINTS TO A NEAT AND WILL RESULT IN A MINIMUM OF JOINTS AND INT HE TYPES REQUIRED - EXECUTION OF THE WORK. APPLY GYP UM BOARD SO THAT END JOINTS OF ADJACENT COURSES DO SMOOTH PROFILE. 1/2"AND 5/8"THICKNESS, TYPE "X" FOR RATED WALLS AND NOT OCCUR OVER THE SAME STUD. PLYWOOD SUBFLOOR AND ROOF 5. CAULK AND/OR SEAL ALL EXPOSED EXTERIOR AND INTERIOR JOINTS GREEN BOARD FOR TOILET AND WET WALLS. SHEATHING INSTALL WITH FACE GRAIN AT RIGHT ANGLES TO ABOVE AND BELOW GRADE AND ALL THOSE INTERIOR AND EXTERIOR CARPENTRY � SUPPORTS, ONTINUOUS OVER TWO OR MORE SPANS. ALLOW MINIMUM 3. USE A JOINTING SYSTEM. INCLUDING REINFORCING E AND ! TAND SPACE 1/16- NCH BETWEEN END JOINTS AND 1/8-INCH AT EDGE JOINTS JOINS APPENDAGES CONCEALED BY OTHER BUILDING MATERIALS, COMPOUND. DESIGNED AS A SYSTEM AND USED TOGE HER AND AS 1. ALL LIGHT FRAMING AND STUDS, STRUCTURAL JOISTS AND PLANKS, ' FOR EXPAN ION AND CONTRACTION OF PANELS. FLASHING, ETC. IN COLOR AS NEAR AS POSSIBLE TO MATCH ABUTTING RECOMMENDED FOR THIS USE BY THE SELECTED GYPSUM WALLBOARD ETC. SHALL CONFORM TO THE STANDARDS OF WOOD CONSTRUCTION SET FORTH NATURAL OR PAINTED FINISHES. MANUFACTURER. BY THE WESTERN WOOD PRODUCTS ASSOC. (WWPA)AND ALL 20. UNDERLAYMENT: LAY UNDERLAYMENT 3/8"A.P.A. RATED UNDERLAYMENT BY SONNEBORN-CONTECK TREMCO CONSTRUCTION PLYWOOD SHALL CONFORM TO THE NATIONAL BUREAU OF ON 36 ROSIN6. MATERIAL SHALL BE PRODUCED SIZED SHEATHING PAPER. FOR TILE FLOORS UNDERLAYMENT � � 4. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE U S G PECORA. CHEMICAL CORP., DOW CORNING, OR GENERAL ELECTRIC. STANDARDS, PRODUCT STANDARD DIVISION. SHALL BE INSTALLED IN ACCORDANCE WITH CODE AS RECOMMENDED GYPSUM CONSTRUCTION HANDBOOK AND HAVE A SMO ?TH HANDED FINISH BY MANUFA TUBER. THROUGHOUT THE CONSTRUCTION, 2. STRUCTURAL LUMBER, HORIZONTAL AND VERTICAL FRAMING, sl-IALL BE GUTTER, LEACHERS, AND DRAINS #2 DOUGLAS FIR OR APPROVED EQUAL CONSTRUCTION GRADE. WOOD FLOORS_( HERE APPLICABLE) MINIMUM FIBRE STRESS R ED PSI, FREE ST WARP THAT DE. BE 21. BUILDING ELT: COVER SURFACES BEHIND SIDING, SHINGLES, AND 1. PROVIDE PREFINISHED GALVANIZED ALUMINUM GUTTERS AND LEADERS AS CORRECTED BY BRIDGING OR NAILING, WHERE INDICATED ON DRAWING WITH ASPHALT-SATURATED. NON REQUIRED AND AS SHOWN ON DRAWINGS IN BOOTS CONNECTED TO THE 1. PROVIDE AND INSTALL ALL HARDWOOD FLOORING AS INDICATED ON THE PERFORATED, FELT WITHOUT WRINKLES OR BUCKLES. LAP HORIZONTAL EXISTING DRAINAGE SYSTEM OR PITCHED AWAY FROM HOUSE TO DRAWINGS AND AS DIRECTED BY THE OWNER. 3. ALL MEMBERS SMALL BE PROPERLY BRACED, PLUMBED AND LEVEL. IA JOINTS 3I', 6'1 AT VERTICAL JOINTS, AND CARRY INTO OPENINGS. UP DAYLITE. VERIFY IF EXISTING DRAINAGE SYSTEM MEETS LOCAL CODE. SUFFICIENT NUMBER OF NAILS, SCREWS, AND BOLTS SHALL BE USED TO WALL 12 AN,D DOWN SIDES 6 MINIMUM. LOCATE END LAPS AT LEAST IF NOT, MODIFY AS REQUIRED TO MEET CODE. INSURE A WATERPROOF 2. USE MAPLE OR OAK WOOD FLOORING THAT IS ISI GRACE. PRACTICALLY INSURE THE RIGIDITY OF THE CONSTRUCTION. USE GALVANIZED FOR 18" FROM INTERNAL AND EXTERNAL CORNERS. BASEMENT. FREE OF DEFECTS WITH ONLY MILD COLOR VARIATION$ OR EQUAL WOOD EXTERIOR APPLICATIONS. NOTE: ALL NAILING TO BE IN ACCORDANCE MATCHING BOTH IN APPEARANCE AND PERFORMANCE, ' OLOR, WIDTH, AND WITH THE LATESET EDITION OF THE "BOCA NATIONAL BUILDING CODE" 22. PRIME BACK SIDE OF ALL EXTERIOR FASCIA BOARDS BEFORE 2. PROVIDE CONTINUOUS FOUNDATION DRAINAGE AT EXTERIOR FOOTINGS THICKNESS AS SELECTED BY THE OWNER. INSTALLATION. FASCIA BOARD SHALL BE FREE OF KNOTS. PITCHED TO DRAIN TO DRAINAGE SYSTEM OR TO DAYLIGHT. UBFLOOR 4. ALL TJI AND MICRO-LAM STRUCTURAL MEMBERS SHALL BE MANUFACTURED DOORS 3 DRY AND FO EE OFORING ALL FOREIGN MATERIALS. SUBSHALL BE SET DIRECTLYOF 00 S SHALL BE THAT IS ERECTED AND BRACED IN ACCORDANCE TO THE LATEST SPECIFIC,�TIONS ROOFIN AND/OR RECOMMENDATIONS OF THE "TRUSS JOIST CORPORATION'. ; TROWELED AND SANDED TO A SMOOTH EVE SURFACE WHERE THE MAXIMUM 1. FIBERGII� S OR ASPHALT SHINGLES SHALL BE CLASS "C" (MINIMUM)TYPE OF 1. PROVIDE WOOD, METAL, OR SLIDING DOORS, AND FRAMES IN TOLERANCE FROM PLANE IS PLUS OR MINUS 1/8" IN AN 10'-0" DIMENSIONS AND DESIGN SHOWN ON THE DRAWINGS. RADIUS. 5. ROOFS SHALL BE BUILD TO WITHSTAND A 30 LB. LIVE LOAD AND BE THE UNDERWRITERS LABORATORIES, INC. OVER 15 LB. ASPHALT SATURATED ` CONSTRUCTED OF 2" X 10" RAFTERS AT 16" O.C. (UNLESS NOTED j . 4. CONCRETE SUBFLOORS ON OR BELOW GRADE SHALL BE PROPERLY FELT PAPE . 2. FLUSH WOOD DOORS TO BE SOLID CORE, FABRICATED TO i�CUSTOM GRADE WATERPROOFED BENEATH THE SLAB AND AT THE PERIIAETER. OTHERWISE)WITH 1/2" THICK C.D.X. GROUP 1. PLYWOOD SHEATHING'. DE COLLAR BEAMS AND HANGERS AS REQUIRED. I 2. INSTALLS INGLES TO PROVIDE A DOUBLE THICKNESS AT ALL POINTS. �ASONRY,STANDARD OF THE WOODWORK INSTITUTE OF CALIFORNIA 1-3/4" PROVI THICK: ALL INTERIOR DOORS TO BE "COLONIST' STYLE BY MASONITE. 5. WOOD FLOORING SHALL NOT BE INSTALLED UNTIL ALL . rPLASTERING, TILE, MARBLE, AND TERRAZZO WORK IS C' MPLETED AND 6. ATTIC FLOORS (CEILINGS) SHALL BE CONSTRUCTED OF 2" X 8"JOISTS 3. STYLE AND COLOR SHALL BE AS SELECTED BY THE OWNER. SELECTED BY THE OWNER. PROVIDE ALL MECHANICAL TRADES AND PAINTERS ARE DONE IN REAS TO AT 16" O.C. (UNLESS NOTED OTHERWISE) WITH 1/2" THICK PLYSCORE A. WHERE "PAINT GRADE IS FACES OF BIRCH OR BEECH FOR OPAQUE FINISH. RECEIVE FINISH WOOD FLOORING. PLANKS, (TOTAL OF 3) LOOSE LAID. PROVIDE APPROPRIATE BRIDGING 4. VENTlt.AT ROOF INSULATION AS REQUIRED BY CODE AND AS SHOWN ON OF 2" X 3", CROSSED, TWO (2) NAILS EACH AND SPACED MAXIMUM OF DRAWINGS. B. WHERE"STAIN GRADE" IS SELECTED BY THE OWNER, PROVIDE FACES OF RIFT CUT WHITE OAK FOR A TRANSPARENT FINISH. 6. MACHINE SAND WOOD FLOOR SMOOTH AND LEVEL USING COARSE, MEDIUM, 6'-0" O.C. AND FINE GRADES OF SANDPAPER AND FINISH WITH A G�LEAR, C. ALL BI-FOLD WOOD DOORS SHALL BE AS SELECTED BY OWNER 7. FLOORS SHALL BE BUILD TO WITHSTAND A 40/30 LB. LIVE LOAD AS I NSULAT ON PROVIDE HEAD TRACKS AND FLOOR GUIDES. SEE GRADES ABOVE. PENETRATING, WATER-REPELLENT WOOD PRESERVATIVE. REQUIRED BY FLOOR LOCATION, AND SHALL BE CONSTRUCTED OF 2"X 10" JOISTS AT 16" O.C. (UNLESS NOTED OTHERWISE)WITH 3/4" THICK 1. PROVIDE THE FOLLOWING FIBERGLASS BATT INSULATION AS SHOWN ON 3. FLUSH SOLID CORE WOOD DOORS (FOR GARAGE DOORS UNLESS NOTED T & G PLYWOOD(GLUED AND NAILED)APA RATED STURD-I-FLOOR. THE DRAWINGS: OTHERWISE) 1-3/4"THICK. DOUBLE ALL JOISTS UNDER BATHROOM TUBS . DOUBLE ALL JOISTS I NDE ROOFS IN SOFFITS AND GARAGE USE 9" THICK 4. WOOD AND METAL DOORS SHALL BE ANCHORED FIRMLY INTO POSITION JOSEPH M.DONATO,R.A. NOTES UNDER PARALLEL PARTITIONS. PROVIDE METAL JOIST HANGERS A. U N.J.LIC.NO. 12280 FOR ALL JOISTS ABUTTING HEADERS OR GIRDERS, "TECO", "SIMPSON" FOIL-BACKED R-30 INSULATION. AND PLUMB WITHIN A TOLERANCE OF A IN 1.000. REHANG OR REPLACE N.Y.LIC,NO. 0 2978 OR EQUAL. SOLID BRIDGING FOR JOIST SPACING LESS THAN 1'-4". AS REQUIRED DOORS WHICH ARE HINGEBOUND OR WHICH DO NOT SWING B. WITHI ALL EXTERIOR STUD WALL CONSTRUCTION USE 3 1/2" THICK, FREELY. PROPOSED NEW HOUSE 8. EXTERIOR WALLS SHALL BE BUILD TO WITHSTAND A 15 LB. WIND LOAD FOIL-BACKED. R-13 INSULATION 5. PATIO-TYPE SLIDING DOORS TO BE AS MANUFACTURED BY ANDERSEN, AND BE CONSTRUCTED OF 2" X 4" STUDS AT 16" O.C. (UNLESS NOTED ' PELLA OR APPROVED EQUAL WITH SILL, WEATHER-STRIPPING AND Project: PROPOSED SINGLE FAMILY OTHERWISE)WITH A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE 2. FOR SLAB-ON-GRADE CONSTRUCTION USE 1 1/2" (MIN.) THICK RIGID HARDWARE: 1485 PARK VIEW LANE WITH 1/2 THICK PLYWOOD C.D.X. SHEATHING AND ONE (1) LAYER OF BOARD IN%SULATION. EXTEND RIGID INSULATION A FULL 2'-0" INTO ORIENT,NEWYORK11957 15 L.B. ASPHALT SATURATED FELT PAPER. PROVIDE DOUBLE BUILDING AND 2'-0" BELOW FINISHED SLAB AT PERIMETER OF A. FRAMES AND PANELS TO BE WOOD CORE TREATED WITH A WATER 2" X 4" POSTS AT ALL OPENINGS. CONSTRUCTION. REPELLENT PRESERVATIVE AND COVERED WITH RIGID VINYL JOSEPH M. DONATO, A.I.A. (P.V.C.). COLOR AS SELECTED. ARCHITECT 1 B. GLAZING TO BE HIGH PERFORMANCE. TEMPERED. DOUBLE PANE. S��RE�ARC ALL BE 2"X 4" STUDS AT 16" O.C. �� C AFS 14 ROUTE 4 WEST 9. INTERIOR BEARING PARTITIONS SH INSULATING GLASS. �, , , p t" RIVER EDGE, N.J.07661 (UNLESS NOTED OTHERWISE) WITH SINGLE BOTTOM PLAT AND DOUBLE C. PROVIDE GRILLE PATTERN (WHERE SELECTED}. ROLLING INSECT �-A 201-489-8800 TOP PLATE. PROVIDE DOUBLE 2"X 4" POSTS AT ALL OPENINGS. AND KEYED EXTERIOR CYLINDER. * �' `�" '` `�D SCREEN A o � -�=� SCALE:AS NOTED DRAWN BY:JR - .. .o * DRAWING NUMBER X °22978ypQ- DATE: 08-07-2021 JOB NO183 A-8 No. Description Date OF _ 4 i CERAMIC TILE (WHERE APPLICABLE) 1. PROVIDE AND INSTALL ALL CERAMIC TILE TO FLOORS AND WALLS AS 10. PROVIDE AT LEAST TWO (2) 20 AMP CIRCUITS TO SERVICE ELECTRICAL INDICATED ON THE DRAWINGS AND AS DIRECTED BY THE OWNER RECEPTACLES IN KITCHEN, BATHROOMS, AND LAUNDRY. PROVIDE NDIVIDUAL BRANCH CIRCUIT FOR ANY FIXED APPLIANCES OR 1. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND 2. ALL INSTALLATION SHALL BE ON THIN-SET GROUT. EQUIPMENT RATED MORE THAN 1,400 WATTS. SHALL BE IN ACCORDANCE WITH ALL CODES AND AGENCIES HAVING JURISDICTION. ELECTRICAL LAYOUT SHOWN IS DIAGRAMMATIC ONLY. 3. CERAMIC TILES SHALL BE 4" X 4" OR 2" X 2" IN COLORS SELECTED 11. NO POINT ALONG FLOOR LINE MEASURED HORIZONTALLY SHALL BE MORE FROM MANUFACTURERS STANDARDS BY "AMERICAN OLEAN" OR APPROVED HAN V-0" FROM A RECEPTACLE OUTLET. 2. ALL SWITCHES TO BE 3'-10"ABOVE FINISH FLOOR TO CENTER LINE OF EQUAL. SWITCH UNLESS OTHERWISE NOTED. 12. ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE 4. WORK SHALL COMPLY WITH THE RECOMMENDATIONS SET FORTH IN THE ATIONAL ELECTRICAL CODE. ALL MATERIAL AND EQUIPMENT SHALL 3. ALL CONVENIENCE OUTLETS ARE T-0"ABOVE FINISH FLOOR TO CENTER "HANDBOOK FOR CERAMIC TILE INSTALLATION" OF THE TILE COUNCIL 13EAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES, LINE OF SWITCH UNLESS OTHERWISE NOTED. OF AMERICA, LATEST EDITION. i INC. 4. ALL INTERIOR WALL BRACKET FIXTURES TO BE AT 6-6"ABOVE FINISH 13. ELECTRICAL CONTRACTOR SHALL, BEFORE CONSTRUCTION, VERIFY SPACE FLOOR TO CENTER LINE OF FIXTURE. (6'-10"AT BATHROOM REQUIRED FOR METER INSTALLATION AND SHALL NOTIFY GENERAL MIRRORS). RESILIENT FLOORS (WHERE APPLIC COONTRACTOR AND ARCHITECT OF ANY PROBLEM. 5. ALL EXTERIOR WALL BRACKET FIXTURES TO BE AT 6-6"ABOVE FINISH 1. PROVIDE AND INSTALL ALL WORK IN RELATION TO THE INSTALLATION 14. GROUND FAULT INTERCEPTORS SHALL BE PROVIDED AT ALL BATHROOM FLOOR TO CENTER LINE OF FIXTURE. OF RESILIENT FLOORING AND VINYL OR RUBBER COVE BASES AND OUTLETS AS PER SECTION 210-0 N.E.C. & KITCHENS. WITHIN 6.. ELECTRIC SERVICE CONDUCTORS AND EQUIPMENT SHALL BE OF A COVERS. '-0" OF SINK. CAPACITY ADEQUATE TO SERVE THE CALCULATED LOAD AND ANY SPARE 2. TILES SHALL BE 12" X 12" X 1/8"AND BASE SHALL BE 4" HIGH. CIRCUITS PROVIDED FOR FUTURE USE. TOPSET: IN COLORS SELECTED FROM MANUFACTURERS STANDARD COLORS PLUMBING BY "ARMSTRONG" OR "KENTILE" OR APPROVED EQUAL. ; 7. SMOKE DETECTORS SHALL BE U.L. APPROVED. THEY SHALL BE LOCATED 1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER AND SHALL BE ON CEILING WITH 12" CLEARANCE TO WALLS & WIRE TO SOUND ALARM 3. SHEET FLOORING AND TILES SHALL BE SET DIRECTLY OVERS ,BFLOOR AND OR CONCRETE SLAB. ANY FLOOR IRREGULARITIES SHALL OE I PLUMBING LAYOUT SHOWN IS DIAGRAMMATIC ONLY.ACCORDANCE WITH ALL CODES AND AGENCIES HAVING JURISDICTION. W/BATTERY BACK-UP BOCA SECTION 1018.3.3. FILLED WITH LATEX FILLER, TROWELED AND SANDED TO A SMOOTH EVEN 8. VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES WITH11 t SURFACE PRIOR TO INSTALLATION. 2. ORK INCLUDES, BUT NOT LIMITED TO SOIL, WASTE, AND VENT PIPING MANUFACTURER'S SPECIFICATIONS. - CARPET (WHERE APPLICABLE) I qSTALLATION AND CONNECTION TO EXISTING SUPPLY AND SEWER. HOT AND COLD WATER PIPING, PLUMBING FIXTURES AND APPLIANCES AND 9. PROVIDE AT LEAST TWO (2) 15 AMP CIRCUITS FOR LIGHTING AND 1. PROVIDE AND INSTALL CARPETING TO FLOORS AS INDICATED ON THE GAS PIPING (WHERE APPLICABLE). GENERAL USE FOR FIRST 500 S.F. OF GROSS AREA AND ONE (1) 15 DRAWINGS AND AS DIRECTED BY OWNER. AMP FOR EACH ADDITIONAL 500 S.F. OF AREA. 3. ALL WATER PIPING BELOW CONCRETE FLOORS SHALL BE SOFT.TEMPER, ; 2. CARPET TO MEET ASTM STANDARDS SET FORTH IN "FLAME SPREAD"AND PE "K" COPPER TUBING, WATER PIPING ABOVE GROUND SHALL BE "SMOKE DEVELOPED"TESTS. OFT OR HARD COPPER TUBING. ALL PIPING INSIDE EXTERIOR WALLS 3. INSTALLATION METHOD SHALL BE JUTE BACK OR DIRECT GLUE DOWN, AS HALL BE INSULATED. DIRECTED BY OWNER. i 4. ALL WASTE, SOIL, AND DRAINAGE PIPING SHALL BE P.V.C. SCHEDULE 4. COLORS AND STYLES AS SELECTED FROM MANUFACTURERS S NDARDS BY 0 PLASTIC PIPE. z "MILLIKEN", "BENTLYE", "STRATTON" OR APPROVED EQUAL. PAINTING 5• IVHENEVER SUBSOIL DRAINAGE, FIXTURES, AND OTHER EQUIPMENT ARE ITUATED BELOW THE LEVEL OF INCOMING PUBLIC SEWER SERVICE USE EWAGE EJECTORS, PUMPS AND OTHER RELATED EQUIPMENT AS REQUIRED 1. PROVIDE SURFACE PREPARATION AND FINISH COATS ON ALL DOORS, O EXPEL THE CONTENTS INTO THE PUBLIC SEWERS. (I.E. BACKFLOW WINDOWS, FRAMES, TRIMS, RAILINGS, DRYWALL PARTITIONS, SOFFITS, REVENTER) - CEILINGS, FASCIAS, EXTERIOR SIDING, INTERIOR AND EXTERIOR BLOCK WORK AS DIRECTED BY THE OWNER. ! 6. ROVIDE SHUT OFF VALVES TO ALL FIXTURES. 2. PAINT SCHEDULE: M CHANICAL f A. EXTERIOR CONCRETE - ONE (1) COAT OF ACRYLIC FILLER AND 1. iGENCIES LL WORK SHALL BE PERFORMED BY A LICENSED MECHANICAL ONE (1) COAT OF ACRYLIC FINISH. I ONTRACTOR AND SHALL BE IN ACCORDANCE WITH ALL CODES AND B. EXTERIOR WOOD - ONE (1) COAT OF PRIMER AND TWO (2) COATS HAVING JURISDICTION. OF WEATHER PROTECTIVE FINISH. C. EXTERIOR METAL, GALVANIZED -TWO (2) COATS OF LINSEED 2. EATING AND COOLING SYSTEMS SHALL BE DESIGNED AND SIZED BY THE • ALKYD ENAMEL. .: ONTRACTOR TO MEET ALL REQUIREMENTS OF THE AREA OF THIS D. METAL, FERROUS - ONE (1) COAT OF RUST PREVENTATIVE P IMER ONSTRUCTION. I AND TWO (2) COATS OF ALKYD ENAMEL. ] E. INTERIOR DRYWALL- ONE (1) COAT OF WHITE PRIMER AND TWO 3. AEATING SYSTEM SHALL BE AUTOMATICALLY CONTROLLED WITH HUMIDITY (2) COATS OF FLAT LATEX. ADJUSTMENTS. WALLS AND FLOORS BETWEEN TWO ZONES SHALL HAVE F. INTERIOR WOOD-TWO (2) COATS OF SEMI-GLOSS LATEX FIBERGLASS INSULATION. 3-1/2"THICK. EACH ZONE TO HAVE A HERMOSTAT CONTROL. 3. ALL SURFACES TO RECEIVE PAINT SHOULD BE FREE OF RUST, , IRT, GREASE, OIL, WAX, LOOSE PAINT, AND ALL OTHER FOREIGN MA ER. 4. COENTRAL AIR CONDITIONING (WHERE APPLICABLE) SHALL BE INSTALLED v WITH COOLING COOLS ABOVE FURNACE AND CONDENSING UNIT OUTSIDE 4. DO NOT PAINT IN DIRECT SUNLIGHT OR ANY EXTERIOR WORK IN FOGGY, ON CONCRETE PAD ON GRADE -COORDINATE LOCATION WITH THE OWNER. DAMP WEATHER, DURING RAINY WEATHER OR WHEN THE TEMPPERATURE IS SCREEN WITH FOLIAGE AS DIRECTED. INSTALL ALL DISTRIBUTION BELOW 45 DEG. F. I UCTWORK, DIFFUSERS, AND RETURN GRILLES AS REQUIRED FOR A E OMPLETE INSTALLATION. 5. ALL COATS SHALL BE THOROUGHLY DRY AND HARD BEFORE APPLYING 5. REFRIGERANT SECTION PIPING SHALL BE INSULATED TYPE "K" OR"L" SUCCEEDING COATS. ARD COPPER TUBING, SIZED IN ACCORDANCE WITH MANUFACTURERS ITTSBURGH PECIFICATIONS AND RECOMMENDATIONS. FITTINGS SHALL BE WROUGHT 6. SUGGESTED MANUFACTURERS INCLUDE "BENJAMIN MOORE", " PAINTS", "GLIDDEN" OR"CON-LUX". OPPER SOLDER TYPE. 6. ALL BATHROOMS WITH NO WINDOWS SHALL HAVE AN EXHAUST FAN FOR FINISH CARPENTRY& MILLWORK { 00 C.F.M AND ALL KITCHENS SHALL HAVE AN EXHAUST FAN OVER I NGE/OVEN. 1. PROVIDE FINISH TRIMS, SOFFITS, AND FASCIAS AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE OWNER. NOTE: 2. ALL INTERIOR DOOR AND WINDOW TRIMS AND ALL FLOOR BASES 1. CONTRACTOR SHALL NOT SCALE DRAWINGS, BUT SHALL USE DIMENSIONS AS SELECTED BY OWNER. { NDICATED. DRAWINGS MAY BE OUT OF SCALE IN SOME INSTANCES ' AUSED BY SHRINKAGE, PRINTING, CHANGES, ETC. JOSEPH 0D012280 0T0,R.A. NOTES I OTcGJ e N.Y.LIC.NO. 02 978 i V PROPOSED NEW HOUSE ' Project: PROPOSED SINGLE FAMILY 1485 PARK VIEW LANE ORIENT,NEW YORK 11957 JOSEPH M. DONATO, A.I.A. � ) ¢Ep AR�y�T ARCHITECT 14 ROUTE 4 WEST �. o o� * RIVER EDGE,N.J. 07661 QD _�- -+ 201.489-8800 SCALE:AS NOTED DRAWN BY:JR slib DRAWING NUMBER �- No, Description bete 'S O F NES DATE: 08-07-2021 JOB NO. A -9 . f i POLYLOK 20" UA OWTS General Requirements CQCOLLA DISTRIBUTION BOX 1.Installer shall provide a certification of the Installation and construction(W.W.M.73)from a PROFESSIONAL ENGINEER OR COLLAR 24' STOPPER END - W/ LOCKING COVER REGISTERED ARCHITECT for final approval of the system R PLUG 2.The Installer of VA OWTS must hold a currant Liquid Waste License pursuant to Chapter 563 Article V11(Septic industry C , �+ FROM OWTS Businesses)and Endorsement J(innovative and Altemattva Treatment System Installer)through the Suffolk County • I i RISER dr COWER r" . --*ATO LEACHING FIELDS Department of Labor,Liconeing and Consumer Affairs,pursuant to Suffolk County Code§663-79(11)(J).The Department of Labor.Licensing,and Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. FIBER JOINT 3.An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be - / PROVIDE SPEED LEVELER P � submitted to the Department DWELLING WELL ON EACH OUTLET 4.All installed UA OWTS are required to have an initial 3-year warranty and operatiordmaintenance service contract. • & SEPTIC i50' + C! SEWER PIPE-/ 12" THICK UNDERDRAiN (TYPICAL) FILTER MATERIAL TYPE 1 5.When an UA OWTS requires a vent,the unit shall be vented to the roofofthe residence being served,Vent pipes shall +13.4 PVC PIPE 03034 extend a minimum of 6 inches above the roofiine and the top of the vent shall have a minimum horizontal separation of 12 I DWELLING R� 13.0 p 3d SDR 35 inches to the sloped portion of the roof.In cases where tt is not practical to vent the system to the residence roof,a vent GU BEND POLYLOK D-B 0 X DETAIL pipe maybe piped to the exterior side of the residence and terminate a minimum of 18 Inches above grade.These vent SEPTIC 150 + �R�� 7n SEPTIC pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.All vent pipes must have a minimum diameter of 2 inches. / DON FROM OWZ•LUNG TANK N.T.S. 6.Garbage grinders shall not be permitted when an I/A OWTS is utilized as means ofsewage disposal.in addition,water softeners shall not discharge into anl/A OWTS. / CI. 60° PVC WYE CI 70 PVC k HOUSE ADAPTOR 7.Install IIA OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the 13 ' manufacturer shall be Implemented i S.The IIA OWTS tank shalt be installed at level in all directions(with a maximum tolerance in any direction of+/one I quarter inch)on a minimum 3-Inch thick bed of properly leveled and compacted sand(treat from rocks)or pea grave 9.The top of the I/A OWTS tank shall riot be located greater than 2.5 feet or less than one;foot below final grade. 1 CLEAN OUT DETAIL r..� EXISTING ��,/ +13,3 $G ' � N.T.S. EL WELL r Electrical Requirements p z �4 pN�d 1.Control Panels Z (129) DWELLING WELL a.All wiring and equipment are to be Installed by the electrical contractor in accordance with the Uj W .J National Electric Code(NEC)and local codes. }- / +13.3 +150 b.The control panel box must be placed outside on a suitable pedestal neer the structure that it serves. Q � Z 3� Alternatively,the panel box may be mounted on an outside wall of the structure(preferable a utility ® W room,and not a living space). co _ g P� +13.0 C ; I a.The control panel shall be placed at a comfortable height for access. V ~ ADJACENT LOT 177 1/4" PER FOOT MIN. PITCH d.The panel shall meet National Electrical Manufacturers Association(NEnAA)4X specifications. W A „ e.The conduit must have appropriate seals to prevent gases and moisture from reaching the control ( - �. AS PER FILED �,A.AP 6160 MIN. 4" DIA. SANITARY PIPE 1 g PER FOOT MIN. ® (� I �� panel or junction boxes. J Q Val o p�,3Q I ( �1 SDR 35 PVC WASTE LINE f.Each system shall be equipped with a functioning warning system which villl activate audible and a Q 0\ +13'3 CP+150 SDR NE visual alarms thatcan be readily seen and heard by the occupant's of the building served. DG6 OiF 122.4 N �0 HOUSE CONCRETE COLLAR tai 12.4 / ` -}.12,6 I �� TO WELL , WATER TiGHT FRAME & COVER 2.Pumps,Blowers,Level Sensors,and Controls U-! CO "( I �! F.F. EL. 15.5 CONCRETE COVERS a.The electrical junction box serving the pump motor and floats must be watertight and located outside pV�MEN UP I �.,� STOPPER END PLUG W/ APPROVED LOCKING DEVICE the i/AOWTStank chamber. e P,6, (BC 12.3 i �, & SECONDARY SAFETY COVERS 4' CONCRETE DISTRIBUTION BELOW GRADE b.The Department shall observe the pump system operate through a normal operating cycle, lF�.... I W/ LOCKING MANHOLE TRAFFIC BEARING c.Inspection for leakage of the force main fittings will be made during the pwmp test procedure. +12.4 GV (12.6) / �� FEL. 13.0 COVER EL. 13.1' SLABS - 5X Pi TCH (1z9 �'j 12 p' 8'min. 1' MIN = li I' SII II ' General Construction Notes °'` 2.0 PROPOSED p 2' MAX Ali 11 • STONE // �> +12.7 •'.:: ..i..••.:r.�:•.;.::.:.:..., 1.LOT AREA.40,OTOA SF OR 0.920 ACER3 +1z,6 4" SDR PIPE I. 1.E. I.E. I.E. `' `i::1'.`': ': 2.SCTM#1000-18-5-24,024 c X23 13,1 \ DRIVEWAY 1 `�� > CLEAN CUT 10.6' 10.0' 9.s' G pN 12" \ .) 1 O.5 I.E. 'S*fit!' ?+."*'<C'•.•:`:.•'.:•' 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY JOHN J.SEMYEN, Last Dated / P.O.$ \ (12.5)+ 13.3) V g.6' a 5/20/1021.ELEVATIONS REFERENCED TO THE NAVD 86 DATUM D-sox r ::;;; .;: 4.0 j +12,9 FLOW ';y�,r ` ; ; ;;.: ;;,;•'::.: :;:; 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS {TG 12.3 u L=33,57' \ // \ (13.0) 13.3 LINE OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTIH SERVICES AS REQUIRED 1 r4 S.THE CONTRACTOR 8I4ALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES IPRIORTO THE ` BC 11,8 R=20,00' pROpOSED \ 13' + + [6] LEACHING GALLEYS �4 DEEP) COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE (13.1) [3] EXPANSION GALLEYS (4' DEEP) J.0'MIN. PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. &=96°09'30" UNDER GROUND PRCPM y � ELECTRIC SERVICE 13.1 H11)R0-AC11CN =1I i(-b 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMfTSi BEFORE COMMENCING WORK CLEAN A -6HYDRO--ACTION AN600 �I11, \ 00 II 1 PROPOSED OUT 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE HYDROACTiON HEGW AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL FLAG UNSUITABLE MATERIALS OFF SITE,DEBRIS SHALL NOT BE BURIED ON THE SITE >> AN600 � EL 2.0 \ POLE (128) 8 BEDROOMEDROOM DWELLING +12.7 GROUND WATER ,�✓r /\ 3'X3'CONCRETE 12,9 EXCA VA TE ALL UNSUITABLE SOILS 8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. \ ,r 1 j STORY + AIR BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL PAD FOR AIR PUMP 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3000 PSI 28 DAY STRENGTH CONCRETE. FF. EL =15.5, AND CONTROLS + LiNE _LEACHING POOL DETAIL \ i \ GE GF. EL =15.0 13• (13.2) P 10.SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS \ , VENT 13.0 E NGI mreel s CERTiFrO&TF01`4 E:-ORE-0 t 11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO vm � PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS.THE METHODS - p. AND / BF. L = 6.5 LINE �� f MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL o � CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT CONTROL. PROPOSED \ 1F6 Ak T"C-n' In,rt'S.LLA,Tt0N ANA r-oNesc;i/_TICaj \ +12'6 �9Z'CEO 12.ALL BACKFILL SHAIONT L BE SELECT GRANULAR MATERIAL COMPACTED T098%MAXIMUM DENSITY AT THE OPTIMUM WATER SERVICE \'1� (12.6) n / ELECTRICAL >, ROP IA/OVVTS- MOISTURE COrdfENTASDETERMINED BYSTANDARD PROCTORTEST. CONNECTION V W 'SOP .^.Kr: h q;l;,L j y; ,: ,y r t,L 13,ALL COVER ON TREATMENT UNIT SHALL HAVE APPROVED LOCKING COVERS ``\ PROPOSED IN CONDUIT PROVIDE 2•VENT PiPE FROM THE OWTS TO THE SINGLE-FAMILY DWELLING AND CONNECT TO THE WASTE PiPE VENTING �VD PORCHSYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID Y"A"" .«•, WILL DRAIN TOWARD THE TREATMENT UNIT. 1:6 / (13.2) -.>f§i ,; ,' �_, SEE NOTE#5-All OWTO OENERAL REQUIREMENTS FOR ADDITIONAL INFORMATION \ 0 •' \ 12,6 !4n tis ; r _ , X,rr��/&'IG If�SSpECT2O I ;Er:E tfacr� ® O f (12.2) `I.t.: y /rte ' e - t kW 0,-tpr lines rant(yes int n r Z \ R F lJ . _ v S ��i'tIT^ 1v t 7 �# O VACANT LOT 12.9 J? t ram . r., _ ,� - ITARY SYSTEM Sta_r.c..: a,c'S.srt.eq,a o \ b b _ CzIl(6 a1)952-5951,CS hours in � � BY HEALTH DEPARTMENT +11.4 OCP ` \ ��0 a 13,1 1 `.. ( vftanco,to schcr:duirl insraetson(s). ,. o a to" r 1. ..� n A/I SYSTEM PROPOSED \ _ f \ w MACADAM fs" \ DRIVEWAY \ (12.8) lo" c` 8 BEDROOMS \TH s`� G ,�� +12,4 12,4 Ion CHAIN LINK FENCE ' " I jA=HYDROACTION AN600 - 660gpd Q < ,�' . , (12.8) �7rn -k � �� 1310 �F(12.5) a /�, (��` \ ��.- �� San 24" LEACHING rp �� P X122 ,� 8 BEDROOMS X 75 g ,�d Eby = 600gpd W z 7 r' 20" +10.9 d \ 11.9 AND LAT ERA'" TI _ Z J +1 -9jt tea Lits d' � E w . 12,6 , [61 LEACHING GALLE'Y'S 4' DEEP 0 2°" nr r i j �' `' [31 EXPANSION GALLIEY'S 4' DEEP w rn \ SHOD y ON FINAL S TRVE - � � 12�� 12.9 J O r N PROPOSED WELL °. •• ® �C prj LO COR FENCE - 1485 VIEWLA E Z e- ------ r\ +12.7 0.3'NE / - `, CD \ ` ORIENT, NY (n Cco n 1 +11.5 " 13,1 i 16 13,5 ALL COVERS ON TREATMENT LC CONTROL PANEL 0 15 O {C� SUBDIVIS101'N' : ORIENT Y THE UNIT SHALL HAVE A SECONDARY / HP120 COMPRESSOR 10.7 \ IRON PIPE SAFETY LIDS/ DEVICES WILL ALL COVERS ON TREATMENT IL O IT SHALL HAVE A SECONDARY EA N D14 SAFETY UDS/ DEVICES WILL LOT #176SECTION�� PROPOSED FOUND BE INSTALLED (KID CATCHER) �r/V"S // © < k \� SHED Gv� +12,ti POLYLOK BE INSTALLED (KID CATCHER) +10 LOCKING COVER POLYLOK 6 SECONDARY �rI SAFETY COVER �� s�' a o�� _ r_ C -LOCKING& SECONDARY FIELD I ' SUFFOLK COUNTY (P © 1 .�� __ SAFETY COVER 0 PROPOS 11.6 8n �. C^fJ'J PANEL OCTOBER 16, 1976 MAP 14" 8" 12" 8" S�2(tel( 18' o 0.3 � 1 12.1 t: #616 20 AMP BREAKER n esl� CL 24" 16" �,N°� '��°� SCTM# 1000-15-5-24.024o �� ✓ 11.4 8n 11.4 SPRJNKLFR BOX VF AREA FOR HEALTH �a�, FxT mAL oIREXT2AIBu AL / +9.6 ` 18" 12" � ADEPARTMENT APPR®i/AL STAMP / n/JO" PLC CONIRQL PANEL 14 WINPeo COMPRESSOR AIR PUMP 12" \ 11.1 n ELECTRIC RISER DiAGIRAM 12" N.T.S. ADJACENT LOT 175 TC 91 AS PER FILED MAP 6160 ELEV. 12.0' 1. 59% +9,6 VACANT DARK BROWN LOAM OL \ 0.5 - ' r VACANT \ UP FILL OF MATERIALS IA aI BROWN SILT ML 70 t, \ -2.0' ITEM PIN DESCRIPTION err: DRAWN BY: JF/JP FIA-AN600 TANK,AN600 245 NITROGEN REDUCTION i o `` `" `'` A 180055 TANK,AN600 245 PRETREATMENT 1 BROWN SILTY SAND SM D 130002 $NO STANDARD 2 TANK CONNECTING KIT 1 � f�F��l�� H\,-'- \,-'- . ,,� ( .... . ! 9 `LAI i' Action C 700111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN6ta0 1 y a JULY 24 2021 - Gl F?+'re�'r4rg�"_•"..5"_^_"T':ryY"� D AN600-P AM600 W1 PLATFORM COMPLETE 1 ' -q E ECS0-30-L120-PLC EC50.30-6-120-PLC 1 SUFFOLK CGU1z T Y DEPART v1ENT Or- €EALTH SERVICES LOCKING COVER DETAIL 10.5' GROUND WATER 1.5' PERIMI,T FO Fci,AP}1 i 0� 't1 WATER IN BROWN SM FG`tr-, C�C3N�. _iUCTIOi'.t .RA N.T.S. SILTY SAND SINN,i_E FAtAILY P1ESiL1EN-_, ONLY SCALE: AS NOTED REMOTE PLL` CONTROL PANEL 13.0WATER -- - W/ HP80 COMPRESSOR DATE 8/23/2021 H.S. REF. N( , R-21-1924 SHEET NO: 861X 861X 61-/ WATER IN PALE SW APPROVED VnN 6xb lana WMBROWN FINE TO R in„s p rs� n COURSE SAND FO:, 1:_<.,°.-:::1ts�� CCF 8 R. D„r�:�.:� DWELLING WELL CONTROL PANEL 8c AIR PUMP ELEVATION EXPIRES -f :REE'YEARS FRUNNI D.,1 `I'E GAF AP'Z`;Ot/�',': \ AN600 NITROGEN REDUCTION SYSTEM onAwra eYs A.DAV19 `' "'" SITE ��,,, T & SEPTIC i50' + " 1� N-T" S.• A � APPROVED BY, SIGNATURE DATES rev. PART# 19.0' hya " �cti10 oSiIIi17 D HA-AN600 11/20/2020 SCALE: 1 = 20 }� McDONALD GEOSCIENCE MECHANICAL LEGEND AND ABBREVIATIONS GENERAL NOTES MECHANICAL SPECIFICATIONS =r: _ Qum ^ 1. ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS 1. GENERAL NOTES;- SYMBOL DESCRIPTION ABBREVIATION SYMBOL DESCRIPTION OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE, 2020 ENERGY CONSERVATION ACCOMPANYING DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS) 2020 FUEL GAS CODE OF NEW = AP ACCESS PANEL SHOW APPROXIMATE AND RELATIVE LOCATIONS OF MATERIALS AND EQUIPMENT. DRAWINGS SHALL o :z''A-V WORK STATE, NFPA 90A, UNDERWRITERS LABORATORIES (UL), AND ALL APPLICABLE LOCAL NOT BE SCALED TO DETERMINE EXACT POSITIONS AND CLEARANCES. �- SUPPLY AIR DUCT UP AFF ABOVE FINISHED FLOOR 45' ELBOW AHU AIR HANDLING UNIT (NO VANES) CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION. BECAUSE OF DIAGRAMMATIC LAYOUT AND SMALL SCALE OF DRAWINGS CERTAIN CONDITIONS AND 2. PRIOR TO PURCHASING ANY MATERIALS OR COMMENCING WORK, CONTRACTOR SHALL FIELD LIC - BDD BACKDRAFT DAMPER NOTE: RELATED SPECIALTIES ARE NOT INDICATED. PROVIDE ALL SUCH EQUIPMENT AND SPECIALTIES CD CONDENSATE DRAIN VERIFY ALL EXISTING CONDITIONS, DUCTWORK SIZES AND LOCATIONS, EQUIPMENT, ETC. SHOWN REQUIRED IN SUCH CASES TO INSURE A COMPLETE, PROPERLY OPERATING INSTALLATION WITHOUT ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE CFM CUBIC FEET PER MINUTE NOT ALL SYMBOLS AND ENGINEER. EXTRA COST TO THE OWNER. SUPPLY AIR DUCT DOWN ABBREVIATIONS APPLY CSR CEILING SUPPLY REGISTER MANUAL VOLUME DAMPER 3. PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT COMPLETELY TO PROVIDE FULLY 2• METAL DUCTWORK CO CARBON MONOXIDE OPERATIONAL SYSTEMS. CU CONDENSING UNIT ,r20' MAX DUCTWORK SHALL BE GALVANIZED SHEETMETAL WHERE SHOWN AND INSTALLED PER THE LATESTIN S-- RETURN AIR DUCT UP DB DRY BULB TRANSITION 4. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE EDITION OF SMACNA PER 1"W.G. PRESSURE CLASS. OPPOSED BLADE, GALVANIZED STEEL MANUAL DN DOWN - (DIVERGING FLOW) MANUFACTURER'S RECOMMENDATIONS. VOLUME DAMPERS SHALL BE INSTALLED ON ALL RECTANGULAR BRANCH DUCTS AND GALVANIZED STEEL, SINGLE BLADE FOR ROUND DUCTS. ALL DUCTWORK LONGITUDINAL AND TRANSVERSE JOINTS, DWG DRAWING 5. LONG LINE REFRIGERANT PIPING APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SEAMS, AND CONNECTIONS TO BE SEALED WiTH WATER-BASED MASTIC PER SMACNA AND TESTED (E) EXISTING 30' MAX-N THE UNIT MANUFACTURER'S RECOMMENDATIONS. FOR DUCT LEAKAGE. E A EXHAUST AIR TRANSITION o RETURN AIR DUCT DOWN / �"- � (CONVERGING FLOW) 6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT 28 GAUGE SHEET METAL SHALL BE USED FOR DUCTS LESS THAN 14 INCHES. 26 GAUGE SHEET � EAT ENTERING AIR TEMPERATURE METAL TO BE USED FOR DUCTS GREATER THAN 14 INCHES AND AT ALL FIRE RATED PENETRATIONS EC ELECTRICAL CONTRACTOR DUCTWORK, PIPING, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE ARCHITECTURAL AND � y STRUCTURAL CONDITIONS. CUTTING OR ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE 6 LENGTH ON EITHER SIDE OF PENETRATION. � EF EXHAUST FAN THERMOSTAT PERMITTED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT OR STRUCTURAL ENGINEER. 3. FLEXIBLE DUCT EXHAUST AIR DUCT UP ECH ELECTRIC CABINET HEATER 0 HUMiDiSTAT 7. EXTERNAL STATIC PRESSURE DOES NOT INCLUDE COIL, CASING, OT FILTER PRESSURE DROP. ER EXHAUST REGISTER UL181 CLASS 1, FIBERGLASS INSULATED DUCT WITH BLACK FIRE RETARDANT POLYETHYLENE VAPOR ; CO BARRIER SUPPORTED BY HELICALLY WOUND, SPRING STEEL WIRE, INNER LINEAR-FILM 41N WG Cl EUH ELECTRIC UNIT HEATER CARBON MONOXIDE SENSOR 8. COVER ALL OPEN SUPPLY AIR BOOTS, RETURN OPENINGS, AND OPEN DUCTS DURING PRESSURE RATING EQUAL TO FLEXMASTER USA TYPE 8. FLEXIBLE DUCT RUNS SHALL INSTALLED EWH ELECTRIC WALL HEATER CONSTRUCTION TO MINIMIZE DEBRIS ENTRY. WITH A MAXIMUM OF 25'-0" LENGTH. INSTALL PER LATEST EDITION OF SMACNA. -----Z HOT WATER RETURN (HEATING) EXHAUST AIR DUCT DOWN FD FLOOR DIFFUSER HWR LLij FLR FLOOR 9. BATHROOM DOORS SHALL HAVE A -" UNDERCUT FOR AIR TRANSFER. 4. DUCT INSULATION z GC GENERAL CONTRACTOR HVIS-- HOT WATER SUPPLY (HEATING) 10. ALL DUCT SIZES INDICATED ARE INSIDE DIMENSIONS. MAXIMUM FLAME SPREAD INDEX OF 25 AND SMOKE DEVELOPED INDEX OF 50 WHEN TESTED 20x14 HP HEAT PUMP --------RS/RL REFRIGERANT SUCTION & LIQUID 11. SUBSTITUTION OF AIR DEVICES SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. ACCORDING TO ASTM C411. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION 20x14 ` ` DUCT WIDTH X DEPTH LAT LEAVING AIR TEMPERATURE FREE AREAS OF REGISTERS MUST BE EQUAL TO THE SPECIFIED PRODUCTS. INSTRUCTIONS. JOHNS MANVILLE MICROLITE OR EQUAL. PROVIDE INSULATION R VALUES LISTED � o LWS LOW WALL SUPPLY PIPE DROP BELOW. � + MC MECHANICAL CONTRACTOR 45' PIPE ROLL DOWN 12. BATHROOM EXHAUST SHALL DISCHARGE DIRECTLY TO THE OUTDOORS PER M1501.1 OF.THE SUPPLY AND RETURN DUCT SYSTEMS: " o o REFERENCE SYMBOLS 2015 IRC. DISCHARGE TO ATTIC, SOFFIT, RIDGE VENT, OR CRAWL SPACE IS PROHIBITED. ATTIC: R-8 (INSTALLED VALUE) FIBER GLASS BLANKET W/ VAPOR BARRIER FOIL JACKET 3 THICK. o ROUND TO RECTANGULAR MBH THOUSAND BRITISH THERMAL UNITS �� PIPING RISER � � v TRANSITION MOD MOTOR OPERATED DAMPER 13. POLYOLEFIN PADS SHALL BE USED FOR A/C PADS AND BE 30"x30"x3" DIMENSIONS BASEMENT: NONE (CONDITIONED SPACE) v W (N) NEW 3/4" DOOR UNDERCUT -EF\-EQUIPMENT TYPE GARAGE CEILING: R-6 (INSTALLED VALUE) FIBER GLASS BLANKET W/ VAPOR BARRIER FOiL JACKET >. Z u �' 14, TEST CERTIFICATIONS WILL BE PROVIDED AT TIME OF CERTIFICATE OF OCCUPANCY 2 THICK. N.C. NORMALLY CLOSED 1 --EQUIPMENT NUMBER z v' v) APPLICATION. c N.O. NORMALLY OPEN DUCTLINER: 0 90' ELBOW NTH N.T.S. NOT TO SCALE ® 4-WAY BLOW SUPPLY DIFFUSER MECHANICALALECTRICAL COORDINATION R-4.3 FLEXIBLE DUCTLINER 1" THICK EQUAL TO JOHNS MANVILLE PERMACOTE LINACOUSTiC HP. u O TURNING VANES OA OUTSIDE AIR BLANKED PORTION O1 KEY NOTE DESIGNATION PROVIDE DUCTWRAP IN ADDITION TO DUCTLiNER TO COMPLY WITH MINIMUM R VALUES LISTED ABOVE. rn OR DIRECTION OF 1. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL •� M PC PLUMBING CONTRACTOR NO AIRFLOW 1, 2, OR 3-WAY SUPPLY DIFFUSER COOLING COIL CONDENSATE & REFRIGERANT PIPING: MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS & ELECTRICAL CONTRACTOR PRIOR TO PRV PRESSURE REDUCING VALVE 1 ---PLAN NUMBER ORDERING OR INSTALLING EQUIPMENT. CONTRACTOR SHALL FURNISH EQUIPMENT COMPATIBLE FLEXIBLE ELASTOMERIC, CLOSED CELL. COMPLY WiTH ASTM C534 FOR TUBULAR MATERIALS. 1/2" a, TO R/A RETURN AIR FOR THE VOLTAGES SHOWN ON THE ELECTRICAL DRAWINGS. THiCK EQUAL ARMSTRONG ARMAFLEX. PROVIDE MANUFACTURER'S UV COATING FOR EXTERIOR � • 00 #W RETURN AIR GRILLE/REGISTER M-1 '--DRAWING NUMBER APPLICATIONS. C RAR RETURN AIR REGISTER ® 2. ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH 0)- 00 U. v a RS/RL REFRIGERANT SUCTION & LIQUID M DISCONNECT Su"TCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH TYPE (FUSED OR 5. REFRIGERANT PIPING U o d; o� 90' RADIUS ELBOW S A SUPPLY AIR ® ® EXHAUST AIR GRILLE EGISTER ® MECHANICAL RISER DESIGNATION U w o p o to (NO VANES} / /R 1 NON-FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURERS RECOMMENDATIONS, AND z r" No SF SUPPLY FAN THE ELECTRICAL DRAWINGS. REFRIGERANT PIPING TO BE ASTM B280, TYPE ACR DRAWN COPPER TUBING. Q ,v N SWR SIDEWALL REGISTER V RETURN/EXHAUST AIRFLOW __ , U X o CD-1 -w-- AIR DEVICE TYPE 3. INDOOR FAN COiL DISCONNECTS SHALL BE PER SCHEDULES, OUTDOOR CONDENSING UNiT 6. DIFFUSERS AND REGISTERSUM z TA TRANSFER AIR --- SUPPLY AIRFLOW ' tA 10x_1__0_ --�-NECK SIZE DISCONNECTS SHALL BE BY THE E.C. � _ ~u LOCATE AS INDICATED ON THE DRAWINGS. COORDINATE LOCATIONS WITH OTHER TRADES AND TG TRANSFER GRILLE ® X, SUPPLY AIR BOOT � -�Dfl--`''-'-AIRFLOW QUANTITY _ TYP TYPICAL 4. ALL REQUIRED CONTROL WIRING (INCLUDING WIRING FOR TEMPERATURE CONTROL PANELS, ARCHITECTURAL FEATURES. w WB WET BULB D FLOOR DIFFUSER DEVICES, ETC.) NOT SHOWN ON THE DRAWINGS SHALL BE INCLUDED AS PART OF THE Z •` N MECHANICAL WORK. 7. AIR BALANCE V 0 00 Z rz rn BALANCE SYSTEM TO AIR QUANTITIES INDICATED, FINAL BALANCING DATA DIFFERENCES NOT TO w oo EXCEED 57.. 4 d. GAS FURNACE J CONDENSING UNIT SCHEDULELL 8. DUCT SEALING AND LEAKAGE TEST M - COOLING CAPACITY HEATING CAPACITY BLOWER DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING Q; FURNACE ELECTRICAL BASIS OF REMARKS VENTILATION CALCULATIONS METHODS: TAG FURNACE COIL CABINET OUTDOOR REFRIG. NOMINAL MiN. ACT. EVAPORATOR MBH MBH MBH MBH AFUE TOTAL ESP CHARACTERISTICS DESIGN No. MODEL NO. MODEL NO. WIDTH MODEL NO. TYPE TONS SEER SEER ENT. AIR 'F TOTAL SENS. TOTAL TOTAL MANUF.RPM HP (INDOOR/OUTDOOR) CFM (IN. WC) VENTILATION REQUIREMENTS A. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 (GF) (IN.) (CU) DB N3 COOL COOL INPUT OUT. VOLTS PHASE PER 2020 RESIDENTIAL CODE OF NEW YORK INCH W.G. (25 PA) ACROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER U GF-1/CU-1 M 1193UH090XP48C C35-42C-2F 21 14ACXN042 R-410A 3.5 14.0 1 15.50 75 62 42.0 31.5 90 83.7 93.0 1 1400 0.7 HI 1/3 120/208 1 LENNOX 1-6 STATE TABLE M1505.4.3(1): ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. ALL REGISTERS SHALL BE TAPED OR GF-2/CU-2 I ML193UH070XP36B C35-36B-2F 17-1/2 14ACXN036 R-410A 3.0 14.0 1 15.50 75 62 1 36.0 27.0 1 70 1 65.1 93.0 1 1200 0.7 1 HI 1 1/3 120/208 1 LENNOX 1-6 AREA TO BE VENTILATED: 7429 SF OTHERWISE SEALED DURING THE TEST. # OF BEDROOMS (N): 6 B. POSTCONSTRUCTiON TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE �. 1. PROGRAMMABLE THERMOSTAT. 4. FACTORY MOUNTED DISCONNECT FOR INDOOR UNiTS. PROVIDE 150 CFM CONTINUOUS VENTILATION 2. THROWAWAY FILTER IN INTEGRAL FILTER RACK. 5. VERTICAL UPFLOW CONFIGURATION NTH CASED EVAPORATOR COIL OR 300 CFM AT 2 FACTOR, 50% RUN TiME DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) ACROSS THE ENTIRE SYSTEM, INCLUDING THE 3. DISCONNECTS FOR OUTDOOR UNITS BY E.C. 6. FIELD INSTALLED THERMAL EXPANSION VALVE PERCENTAGE (2.0 HRS) IN EACH 4-HR MA F TTUREERR'S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED SEGMENT PER TABLE M1505.4.3(2) TEST. 0 A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR HANDLERS ARE V AIR DEVICE SCHEDULE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. NECK OPPOSED SQUARE- TAG B TAG MANUF. MODEL DUTY TYPE MOUNT MATERIAL FINISH BLADE SIZE TO-ROUND DESCRIPTION --- •-•• No. DAMPER TRANSITION FD HART 411 SUPPLY FLOOR SURFACE STEEL SAND PER PLAN YES NO STEEL, HEAVY DUTY (FOOT TRAFFIC) ADJUSTABLE FLOOR SUPPLY DIFFUSER WITH GOLDEN AND SAND ENAMEL FINISH, VERITICAL FACE BLADE ARRANGEMENT, HORIZONTAL ADJUSTABLE COOLEY OPPOSED BLADE DAMPER NTH EXTERNAL FOOT-OPERATED VOLUME CONTROL LEVER. �-------- LWS HART 661 SUPPLY CEILING SURFACE ALUMINUM WHITE PER PLAN YES YES STEEL DOUBLE DEFLECTION SUPPLY REGISTER WITH 1/3-INCH, 20 DEG. FRONT BLADES BYPASS DUCT WITH BAROMETRIC DAMPER. I HWS AND OR PARALLEL TO SHORT DIMENSION OF GRILLE. 7/8 INCH WIDE BORDER ALL SIDES, V) J � ` CS COOLEY WALL SIZE PER MANUF. OPPOSED-BLADE VOLUME DAMPER OPERABLE FROM FACE OF GRILLE WITH FINGERTIP LEVER. 14x6 RETURN L CEILING RECOMMENDATIONS. i FLEXIBLE CONNECTION �- �- � p HWR HART 650 RETURN CEILING SURFACE STEEL WHITE PER PLAN YES YES STEEL RETURN GRILLE WITH 1/3-INCH, 20 DEG. FIXED BLADES PARALLEL TO THE LONG GRILLES (TYP.) I I (TYPICAL) �"� DJ v >- CR AND OR OR DIMENSION OF THE GRILLE. 7/8 INCH WIDE BORDER ALL SIDES & WHITE FINISH. EVAPORATOR COIL ® "1 j 3: COOLEY TRANSFER WALL REFRIGERANT SUCTION _�e QJ z AND LIQUID PIPING I CASED EVAPORATOR Ln -� A-COIL 4 RETURN AIR I I PVC COMBUSTION Ln q FAN SCHEDULE BEDROOM SIDE LIVING ROOM SIDE I I AIR INTAKE PIPING 0 PVC EXHAUST r-- 0 I AIR PIPING ELECTRICAL BASIS OF - 1'+" " - PROVIDE TWO I I EVAPORATOR COIL Drawn b S.P. CHARACTERISTICS BASIS OF __._ __. ( I PRIMARY & SECONDARY Y )M TAG NO. SERVICE AREA DUTY CFM (IN.W.G.) WIPE WATTS CONTROL DESIGN MANUF. DESIGN MODEL REMARKS ',�; - - SECTIONS OF VOLTS PHASE # RETURN AIR DROP CONDENSATE DRAINS NON-RATED PARTITION TO PREVENT OILZAP CANNING I { (�, Checked by. 3� EF-1 BATHROOM EXHAUST 50 0.25 CEILING 5.1 120 1 WALL SWITCH BROAN X650 1,3 I ( I ,;.;,;,; EF-2 BATHROOM EXHAUST 150 0.25 CEILING 21.1 120 1 AIRCYCLER G2 NTH WALL SWITCH BROAN QTXE11015ODC 2 GAS SUPPLY PIPING BY Date: P.C. FINAL CONNECTION I { u 06/22/2021 1. PROVIDE WALL SWITCH FOR THE FAN, SEPARATE FROM THE BATHROOM LIGHT SWITCH. COORDINATE NTH E.C. BY HVAC CONTRACTOR I I O 2. PROVIDE AIRCYCLER G2 CONTROLLER. FAN TO RUN INTERMITTENTLY AT REQUIRED VENTILATION CFM. WHEN WALL SWITCH IS TURNED ON, FAN CFM IS INCREASED TO 150 CFM CONTINUOUSLY. I ( Drawing Title: 3. PROVIDE 82W HUMIDITY SENSING WALL CONTROL. FLOOR I I BLOWER FURNACE CONDENSATE DRAIN MECHANICAL HVAC SYSTEM DESIGN CRITERIA I I -- ' }^ TO CONDENSATE COLLECTION COVER SHEET SECTION VIEW I I SYSTEM (TYP.) 1. DESIGN CRITERIA 3. BUILDING ENVELOPE SPECIFICATIONS BASEMENT FLOOR I WEATHER DATA - WESTHAMPTON, NEW YORK RCCA MANUAL J 8th EDITION VERSION 2 EXTERIOR 2X4 FRAME WALL R-13DETAIL - STUD WALL AIR TRANSFER Drawing Number.• SEASON OUTDOOR TEMPERATURE INDOOR TEMPERATURE EXTERIOR 2X6 WALL R-20 SUMMER 83-F DRY BULB / 71-F WET BULB 75-F DRY BULB / 50-60% RH ROOF/CEILING R-49 (NOT TO SCALE) WINTER 107 DRY BULB 70-F DRY BULB / NO HUMIDITY CONTROL FLOOR ABOVE UNCONDITIONED SPACE R-19 DETAIL - HIGH EFFICIENCY GAS FURNACE LOW-E WINDOWS (MAXIMUM U VALUE) 0.32 M-0 2. INTERNAL HEAT GAINS CALCULATED IN ACCORDANCE WITH MANUAL J RESIDENTIAL COOLING & HEATING LOAD CALCULATIONS (MAXIMUM SHGC) 0.40 (NOT TO SCALE) (2 ZONES) INFILTRATION - BLOWER DOOR TEST 2020 ECCCNYS 8/1712021 PERMIT SET mss.. cn IQ Lig• Y�—��,. F ki I { t 2 ( Aa { f i ! z E f ; I d- E ____. __-_. ____ _ .___.___-.--------------- - ___ -____._.._..___...------------------------------------___--.; - Ol 0) rl rn CM LLJ e i i N cu v— Q U I CL o : Z W .z Ln, , 12x4x7' `^ : i50 U O i a E00Nw � U CL I p 'oma CR.-.i srq U LU LU ' I z Q 4v 14x6x8 ! 150 i ' OS0 10" E a _ 1 R6 � "' INSULATED 0 A INTAKE WALL CAP ' 1.l-,1 aJ rN I FRESH AIR i i W > ——— ! z D 0000 i ! : Z)U (� n iQ%$ 1 U U W I ------- - - -- -- - -- - --------- _ ----- ------------------------------- -- ------ ..................__..._.......... _._ __._._.. . a M — ; E I l - - 1 a-+ CS • _ R -----__.___� ! ; ;10x4x6" i t t I 100 , � J1 �! I ! , 1 CSR •.._._.._ .; CSR , , I 1200"; i -- -------!' 12x4x7"' - : CL , 1 ------; 3 1 , ! 150 I 150 -- ---- i 2x4x 150 , 20x8 GRILLE ABOVE ao LOUVERED DOOR FOR i o I - - COMBUSTION AIR EF - i6"0 , � T TD ZONE ,..__. ... :.�.:.:. i.. � : a �� WALL CAP ` W BDd TYP DAMPER :: � _ VENTILATION CONTROLLER , & DAMPER AIRCYCLER G2 _T E CONTROL --- . -.. . _._: i� ; � V6i/RANG RELIEF C L •— ig Ts SWITCH TERMNACE Cc DIRECIT VENNATE TURPIPING 1Ln ` ' 24x10 U` u u U, PER MANUFACTURER �*• U 12x10 c.> U 16x10 ' GF DRAIN SUMP TO `- ! U U U U 12x10 U v 18x10 n 24x0 U -'^ L O i I GRADE : - - DAMPER 10"0 BYPASS DUCT z �--'-' SUMP PUMP BY U 10x8 U U 14x10 U U 24x10 ZONE I r S OTHERS ! & HONEYVial L n cz t i LWR CPRD DAMPER s AtE!P +-+ 6x16X12� Ln -550 + �" ® 00 o0 rt , q. { 14x10 ZONE ! i DAMPER I ' ! Drawn by. JM , P ° I i u ' 4 t ' � � �...„....._.._..._.........__._.._...-._....._.._.__._._.._________._.__...____._...___..._-._____.._.-..__ :.a:_ ...............__...._._..._.._-___.__ a i_..___.._____._.___.__....__.___..__._.___.._._.__._._...._.... ____.__.__-_...__._.._...__.._.__....__.._._..._._._.......__..........._._._.__............_....___......._....._._.......b _ ;i § I pecked y C b JRS i Date: 06/22/2021 COMBUSTION AIR CALCULATION FOR GAS WATER HEATER 50 FT-3/1000 BTU/HR X 50,000 BTU/HR = 2,500 I Drawing Title: FT"3 REQ'D THE MECH ROOM PROVIDES 110 FT"2 X 9FT = 880 FTA3 OF VOLUME FOR COMBUSTION AIR THEREFORE COMBUSTION AIR GRILLES ARE REQUIRED. MECHANICAL „ , BASEMENT PLAN { Drawing Number. > BASEMENT MECHANICAL PLAN M-1 SCALE: 1/4" = 1'-0" 8/17/2021 PERMIT SET Ln e SIJ , f 1 1 4 i• UP ,i , , v , _ 7y ; Q> ii i LS— ` I O j; I r, I !. : ' Z Cr i ! 1 1 E F Vl 4'0 CLOTHES ! n °' d- 4 CLOTHES DRYER E/A DN i DRYER EXHAUST °i WALL CAP ' _-__....._-_ O _ 0 DRYERBOX 4 1 :...._.__...., _ _LWSCz .. ,1Oxi --_ 4x5 ;t a L11 30 EF i ! ;; ! ! 110x4x5"! : a F- X , rn 6 OV UP E co S-71 (v LUU CL � : 00 !YU- s ' l ss 0-C , 4 : i f ....... ._..__ U w o � -- _. .. '10x4x6 j N Lno \ ._._.6�•...., 20x8 GRILLE ABOVE ; a -.-._....__...I DOOR FOR MAKE UP DROP CEILING AIR z V) �, _ 10"KITCHEN E Ln IN CLOSET w a� N HOOD EXHAUST �'_. _.. WALL CTAP •--' _ Z N WALL CAP WALL CAP V 00 _ _.. -- _._.._...- _.........__.__.........._.......---'- ---_-...__.._.... _.. w/BDD (Trn) w/BDD ( � -- - - - - o0 _...----'-'--.._._._..........._. _. Ar AprAk z T • 0LL DWO _.._...__..... 2x4x7 „ FD 12 4xx 7 ; i ! 1 7"i ! --......_._._._....._......__.j _...-....-... „ . :;:.. ,+ 12x4 1 2x4 ,�.u_. -----..- i , : , i ' , 150 !..... 150 150 150_ 1 f O 1 0 ;i r ; t ; ; is ; SR „ " 0 4 WALL CAP _,.,_.....ai._ t ;10x4x5 i i- _x4 5„, A + ; x-' - - - ! _..-_.......____......,_-. p, : EF i 1 : ! � ;; , .T-; t , 30 t EF; ; , _-. I i ! l ` : J 5 : i • ; : 1 x4x6 n , 70 0 , i' , , , e r 60 ;— : , „ = ---------- 280 -----_i.: f__J.--'------._.._., t ----- 1 ! � � 30x10 --- i.. ---'- _ i , r !EF\ + x.._._20._..- . � flip - H ; 1 KITCHEN _FD ! - CU CCS , -' 1 14x8 t ` ; n! 1 -- —: . 30x r__.____..__....._.____-;- EXHAUST DN. 10x4x6 __._... .300 : ; it+ -- :____.. , TO HOOD. f - 5 ; 120 4 - .. ...._. ..._ _.._ .. .� _____. _--._.._. ......._.. a _---------- F V ; ! DN TO ZONE ! i 1 DAMPER lCIO �-� CU i~n i HWR HWR i ! + Qjg a i : ` ' ! 3Ox10 ; I f— , i 1' 1 .� ___......._... . � ;.......280 1 � ------� , 14x8 � Q1 � 280 ; 12 O J „�- _... 1 - 14x8 r � 120 i --------- t : i FD �' -- - FD o axe, ;� so.. �' i ., ! W 0x4x5 t ;---._............._ ; ------------- !j , ; i i! ;'' '1 i Lf nl LWS # _._.......__._._ 60 L Ln 30 + -, 1-.4 i 00 ; Oxx � t — - - - -- !_.._____.._._: ` !._.1__._---- = t mom- I I _-•---.______� ----------- 20 r_ O , ..........-__..... i + , 1 ��_ � Drawn by. JM FD �' s ? i0x4x6n' i 80 i s ,.. i 100t ----'-- i -- j Checked by. I i L; JRS - — - - .....- , ..............._ ........_..--•-.--------------._.,. t D . 06/22/2021 ! Drawing Title. MECHANICAL t FIRST FLOOR t PLAN i , • ii t i _ Number Drawing um er. 1 + 1 FIRST FLOOR MECHANICAL PLAN M -2 M-2 SCALE: 1/4” = 1'-0" 8/17/2021 PERMIT SET 90 ._._._....... .._.._._...,..__...,........-_._.......__,.--..._.-._._.-._._.._...... ___._._..,_._.-__-__..._....._..__....__.._... �r,tO , ! I I I CSR 1 i ; ; i I 4x7"' r i12X 120 i , , II — I I F � i { � i - 1 Jllfllff�/_.....___._-._...._......_..... _._._.._......_.__._....._.___.._......._._...._.......; E LN!5...., ,s \�� _LIKS } - tOx4x5"c 110x4x5" I30 ! = = 30 r I CSR _ \\� CSR 110x4x6 1 I I I I I I I 10x4x6 ' /�//////ll111111111IIIti11111f11i1 !{illilJlllllJfifillfJl1111111\��\\ x_100 €'� '�IIIII111J11/llilfJl11141111111011141'011tililllllll IIIIIIIIJIJIJIIIfIIJJII►llillll011t11111111i1111111111111�� € { � E 4v 0 V C f{ I � °� •a' � D1 P I i Q N W i I "— Q QI l i O p •� { ..._..L �.....LWS �.._-_.._....__.._.. ,.---....._..........._! lOx4x5"IlOx4x5 u o a { ; z IL IIJJNfJf�f� ____________-_—_-----� -» w/BDD (TYP) � ' �////////1J111111001t1Illlltlh111111�11,{Ilili IIllillllll�[�l��jIIII�IIII11I111111111 WACAP 11�111IIIII�1 I�(Illllll�l � � c �--y— IP. F- 6"0 6"0 V! m_ 6*0:711 Q) FRM BLW 6 ; ! v ICU _J i I C1 u fl x s E C ----— j CN — 00 Qj Q O i , i . , , r , I r I I W C) O lD iLLJ ilOx4x 30 ! ..." Q. tC No - rjo 1 f � � V X i - s , r '10x4x5"; i i w IN30 WALL CAP __.._.__....... Z N W/BDD (TYP) x. 00 , 3 II f f I I T ` Z „ y00 v' Uj r j , r X „ , I _ , ! ry 1 CSR I � � CSR � s�x18x �\ _ -- O 12x4x7 ; `,' , - 2 i , r c I18 � ! r ; , i 150 LWS-„; \�\\ — i , rr - m � 500 ; , r , r , 0x4x 2 , r — , 80 _..._................._..... .._ . r ----..__. _ 10"m BYPass Ducr „ l\\ \\\\ \ U `..._._._.-_ — & HONEYWELL r� PRD DAMPER r { : r , r , - , , — 1 D BAY ;I Ox72000xtM4 12`0 \ \146 STUD BAY -TRANSFER GRILLE TRANSFER GRILLE YP)�/TYPE CR (TX ` --—--- ---- l TYPE CR (TYP.). SEE DETAIL. -" r ; .-- ,10x4x5 ; SEE I ; rr ; 0\0 20 111i II 1 l 1I°f�i'L( ------------ 2 0 ZON - - W I r ; I PEff i ; i �� t , I I — I E �._ : f— � ----- --._ _ WALL CAP r r , rl _..........._.-._._.-._.._y /W� 12024'0 E' ' - _ 11 �11111t1111\1\\ DAMPER', e, 111111111IIIII111III11 60 1 Q} `n i ( / HI/LO STUD 11111111 •' i WALL RETURN I1 ILII i ;; r I f err r �_ ...�_..........._._. r ;ell it i ♦ /__ it ;' �� }} 146 STUD BAY 146 SND BAY TRANSFER GRILLE TRANSFER GRILLE I - F SEE DETAIL = TYPE CR (TYP.). ? lllllllllllllllllllllll t a--� z SEE DETAIL 111/// 00L Ln oo LV ; CSR...; s i 11�0x4x6"� r– { i Drawn by. ' CSR { r __ __.:._..:';` :_....._._-- -.__i''..::. ---- CSR I ? {t Ox4x6" 10x4x6 _10_0-. 100 Checked by. JRS , Date: 06/22/2021 Drawing Title: 1 SECOND FLOOR MECHANICAL PLAN MECHANICAL THIRD FLOOR M-3 SCALE: 1/4” = V-0" THIRD .- Drawing Number 4 M-3 8/17/2021 PERMIT SET NATURAL GAS DEMAND & PIPE SIZING SCHEDULE 3" 2"vR AIL A 11 L LM APPLIANCES QTY GAS INPUT MBH DEVELOPED LENGTH Co �y.. r• l FURNACE - BASEMENT 1 90 83 Ft 1 t �i 2"VTR I Z FURNACE - ATTIC 1 70 106 Ft R 1 75 83 Ft 2" 70,000 BTU HOT WATER HEATER JI f FURNACE 1 RANGE 1 65 70 Ft Isles, 1 1 I I .-e 1 I 1 1 1"EHD 314FIREPLACE 1 35 110 Ft e'le' 1 1 I 1 I CSST I 2"VTR �'�'/ 2"-�' 1 I 112' DRYER 1 35 12 Ft �.� I 2"� I 400,000 BTU GAS STUB FOR I FUTURE POOL I POOL HEATER 1 400 168 Ft 1 ��' I `•� I LAV TUB I I I 1 I .1' 1 I 1 1 ^ SINK 1 2',J GENERATOR 1 256 71 Ft e'�� 1 1 1 �.'e, 1 1 lY"SCHED I t 2" 2" 3" 25' GRILL 1 60 120 Ft ��' 1 I WC I I ��'I 1 0 2 40 �� `�`, 35,000 BTU CONNECTED LOAD 1086 MBH FIREPLACE I �� ! 1 " SH 60,000 BTU I GAS PIPING DESIGN BASED ON SCHEDULE 40 STEEL PIPE, GAS INLET PRESSURE 7 IN W.C. PRESS. \�`. 1 a� r 2"-`t' 2 FRESH AIR I I %'EHD 23 J GRILL DROP 0.5 IN W.C. PER TABLE G2413.4(1) & CORRUGATED STAINLESS STEEL TUBING CSST TABLE INLET WITH CAP 1 I r' _': J I " 1 �e' I I I 1 0 24' CSST 2, G2413.4(5) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE MAXIMUM DEVELOPED LENGTH I c�-2" _._ 1 " I 0 1 I SH I LAV 3 4' 1Yz SCHED �/LEHI) OF 175 FT TO CO 1 I '.' `:' = 1 40 i 2p 31 1 LATERAL 1 1 1 12' i CSST 101 6" SLEEVE 2" 1 1 I LAV I SH 2"SCHED 1 1 LAV t I 2"-c'' I 1 I f 40 I 1 iy 2" 2" 2 WC 3" 1 1 1 I 1 1 2"-c �. E 65,000 BTU I 35,000 BTU 4" I I I 1 I 1 I 1 t9 0 20' RANGE I DRYER 2' WC 1 2" I 1 I 1 1 " 13' GAS SH I 1 I I q -2 I 1 a W ss „ METER 1 I I 1 I 1 I ,� 1 EHD 31 �, 28' n " 2�-c� " I I I 1 1 I UR 1 0 0 Q a CSST 1 " -Y EHD 23 3, 3 I 4 I I I L� 1 L C) d Qy 2Y SCHED CSST I I I i I SINK SP :-_--- -; v Cl 7' 2"SCHED 40 2' 1 1 1 ! 2n 1 !,.;;.;_;_:,; U Z d i --c�� ......................,....._� s 40 FROM GAS 1 I t 1 I 2» z a � c� 2Y;SCHED UTILITY 1 40 SERVICE I KS AAV i I t 1 WC 2" 2" LT LAVI ;� �:,i 1 1 I LAV (— I 1 9' 1Ya"SCHED 1 I 1 3" � 13' 40 ��C 2" ! I 1 2» �_... .._... L rn v � 1Y"SCHED 2' 1 2"-c D, i "_........ .� 16. 2' 40 i GAS RISER DIAGRAM » 3 1 1 1 3" » 1"EHD 31-� P-i SCALE: NONE I SINK 1 — 00 °1 I �O CSST ; 256,000 BTU SH 1 1 I U w O GENERATOR " 2» ci-2 1 1 » Z Q r 90,000 BTU 6 N o 1 d o 1 2"EHD 31 4" FURNACE CSST r`� 1 3" I LAV 75,000 BTU `�\ 3" / 2" w > HWH .'r 2» Z ,_ N SINK I •� / 2" LAV ,_,;,:;:� V D 00 TUB SINK / V'iC ` -, z _ . l oo LAV / WC �aw- r i.j.� 0 Q0 — " WATER " / M SANITARY SIZING CALCULATIONeL �n�_ °J - STUB FOR � � `\ - / ;-' FUTURE POOL SH / FIXTURES TY DFU TOTAL = SH OUTDOOR SHOWERBATHROOM GROUP 1 6 6 U ADDITIONAL BATHROOM GROUP 4 2 8 Its HALF BATHROOM GROUP 2 4 8 IKITCHEN GROUP 1 2 2 Y2 LAV LAUNDRY GROUP 1 3 3 BAR SINK 4 1 4 �- -.--.--...---.-.___-- y Ih'C � 2 2 FORCE SHOWER 1 2 2 � LAVa" " MAIN URINATOTAl.LDFU 1 3 36 O LAV Y2BUILDING SANITARY LATERAL 4" / SH I t GRINDER r , n EJECTOR CALCULATION BASED UPON TABLES P3004.1 & P3005.4.2 WC Yi" PROVIDE WASHING PUMP OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE (� » ^ ' SINK MACHINE INTEGRAL WATER y» HAMMER ARRESTORS UR X" HB Onnno WATER HAMMER LAV a WSH " ARRESTOR ' I WC LAV Ln ZZ, TI--3 Y» ` : •• " » Y2» LT 3 SANITARY RISER DIAGRAM - Y�/ Y2" P-i SCALE: NONE WC /^ " Y DW �, Q1 ./ ./ �\\ • ///`\` JhL I K�it 5j ' SH � � ; SINKLr) JCccZ y \ w,» " - o L. 0 IV SINK 1" \ LAV \\ Y� Drawn by. 3M Checked by. ]RS \ 1" n " LAV WC I -r;, WATER SERVICE SIZING CALCULATIION Date: WC FIXTURESlY WSFU TOTAL 06/22/2021 BAlI:R00ry' GROUP3.6 10.0 HALF BATH GROUP 2 2.6 5.2 Drawing Title: KITCHEN GROUP 1 2.5 2.5 K TCHEN SINK UP 4 1.4 5.6 PLUMBING ' , \ SHOWER 1 1.4 1.4 )r Hg URINAL 1 2.2 2.2 RISERS 1Y" 1Y" HOSE BIBB 2 2.5 5.0 1Y"INCOMING TOTAL WSFU 1 42.4 WATER FRM DEMAND GPM 27.0 GPM WELL. BUILDING DOMESTIC WATER SERVICE 1Y" Drawing Number: GWH CALCULATION BASED UPON TABUS P2903.6 & P2903.6(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 2 WATER SUPPLY RISER DIAGRAM P- 1 P-i SCALE: NONE 8/17/2021 PERMIT SET r a Ol CO o Z .- LL (iJ 'J �Z ELECTRICAL LEGEND AND ABBREVIATIONS GENERAL NOTES ABBREVIATIONS POWER DESCRIPTION SINGLE LINE DESCRIPTION 1. ELECTRICAL EQUIPMENT AND INSTALLA11ONS SHALL COMPLY WITH THE 2017 NEC AND ALL LOCAL CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION. A, AMP AMPERE JB JUNCTION BOX SURFACE MOUNTED PANELBOARD OR LOAD CENTER _ _ CIRCUIT BREAKER 2. ELECTRICAL EQUIPMENT, DEVICES AND CONDUIT ROUTINGS ARE SHOWN ON DRAWINGS TO /1 AC ALTERNATING CURRENT - 3 RECESS MOUNTED PANELBOARD OR LOAD CENTER CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY AND MAY NOT INDICATE ALL AF AMPERE FRAME KCMIL THOUSAND CIRCULAR MILS (ICM) EQUIPMENT AND DEVICES REQUIRED FOR A COMPLETE SYSTEM. PROVIDE ALL REQUIRED AFC ABOVE FINISHED CEILING KV KILOVOLTS p+ SAFETY SWITCH, NON-FUSED ELECTRICAL EQUIPMENT, DEVICES AND CONDUIT AS REQUIRED FOR A COMPLETE AND o AFF ABOVE FINISHED FLOOR KVA KILOVOLT-AMPERE OPERATIONAL SYSTEM. COORDINATE INSTALLATION OF ELECTRICAL SYSTEMS WITH KVAR KILOVOLT-AMPERE REACTIVE 1=p SAFETY SWITCH, FUSED MCB, MLO PANELBOARD BUILDING STRUCTURE, OTHER UTILITIES, AND ALL OTHER TRADES. AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT KW KILOWATT SM MANUAL MOTOR STARTER WITH OVERLOADS 3. LOCA11ONS OF UNDERGROUND UTILITIES SHOWN ON THE SITE PLAN HAVE NOT BEEN AI,C AMPEERE INTERRUPTING CAPACITY KWH KILOWATT-HOUR VERIFIED BY THE ENGINEER. VERIFY WITH THE UTILITY COMPANY HORIZONTAL AND AL ALUMINUM - u� UTILITY METER VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF 4 AMS AMMETER LA LIGHTNING ARRESTOR LIGHTING DESCRIPTION O CONSTRUCTION. COORDINATE INSTALLATION OF ELECTRICAL WORK TO AVOID ANNUN ANNUNCIATOR PANEL LED LIGHT EMITTING DIODE ® FUSE INTERFERENCES. HAND DIG IN AREAS ADJACENT TO OTHER UTILITIES. 8 LF LINEAR FOOT LIGHTING FIXTURE, CEILING MOUNT A5 AMMETER SWITCH {� CURRENT TRANSFORMER 4. PROVIDE BRANCH CIRCUIT WIRING TO All ITEMS REQUIRING ELECTRICAL CONNECTIONS. b AT AMPERE TRIP LP LIGHTING PANEL E_ WHERE BRANCH CIRCUIT WIRING IS NOT SHOWN, CONNECT ITEMS TO CIRCUITS INDICATED. z LV LOW VOLTAGE THE CONTRACTOR SHALL DETERMINE EXACT ROUTING OF CONDUITS AND WIRING. a ATC AUTOMATIC TRANSFER SW CONTROL CHANDELIER UNLESS INDICATED OTHERWISE, ALL 15A AND 20A BRANCH CIRCUITS SHALL BE #12 AWG ATS AUTOMATIC TRANSFER SWITCH - - NM CABLE. AUX AUXILIARY MCB MAIN CIRCUIT BREAKEER RECEPTACLES DESCRIPTION E w AWG AMERICAN WIRE GUAGE MCC MOTOR CONTROL CENTER Q LIGHTING FIXTURE, WALL MOUNT 5. LOCATE ALL CEILING MOUNTED DEVICES ACCORDING TO ARCHITECTURAL REFLECTED t0 O _ MCP MOTOR CIRCUIT PROTECTOR DUPLEX RECEPTACLE, 15 OR 20 AMP, 2P, 3WIRE, 125 CEILING PLANS. Y BAS BUILDING AUTOMATION SYSTEM MLO MAIN LUGS ONLY VOLT NEMA 5-20R, (+) MOUNT ABOVE COUNTER 6. CONNECT ALL EXIT AND EMERGENCY LIGHTS TO THE LOCAL UGHTING BRANCH CIRCUIT 4- a v MH MANHOLE SWITCHES DESCRIPTION 00 Q BKR BREAKER QUADRUPLEX RECEPTACLE (DOUBLE DUPLEX) (+) MOUNT SERVING THE AREA, AHEAD OF ANY SWITCHED LEGIS). o a ABOVE COUNTER BOC BOTTOM OF CONDUIT ( - 7. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE CORRECT PHASE SEQUENCE OF r z �- S SINGLE POLE SWITCH, z W s s - (N) NEW WORK DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER ALL THREE-PHASE FEEDERS AND BRANCH CIRCUITS. VERIFY PROPER ROTATION OF ALL C CONDUIT N NEUTRAL CAT CATALOG S3 THREE WAY SWITCH (+) MOUNT ABOVE COUNTER MOTORS. � � V? NAC NOTiFICAITON APPLIANCE CIRCUIT CATV CENTRAL ANTENNA TELEVISION NC NORMALLY CLOSED S4 FOUR WAY SWITCH DUPLEX RECEPTACLE 1/2 SWITCHED (+) MOUNT ABOVE 8. WHERE BRANCH CIRCUITS EXCEED 60 FEET (120V) TO CENTER OF LOAD, USE NO. 10 = 0 CB CIRCUIT BREAKER NEC NATIONAL ELECTRICAL CODE COUNTER AWG WIRE TO THAT PAINT. VOLTAGE DROP SHALL NOT EXCEED 2% FOR FEEDERS AND _... 3% FOR BRANCH CIRCUITS. UNLESS NOTED OTHERWISE, ALL BATTERY POWERED DC CCN CLOSED CIRCUIT TELEVISION NF NON-FUSED So DIMMER SWITCH EMERGENCY LIGHTING CIRCUITS (SUCH AS FOR REMOTE HEADS) SHALL BE #10 AWG. '� rn CKT CIRCUIT NIC NOT IN CONTRACT � DUPLEX RECEPTACLE WITH INTEGRAL USB OUTLETS, (+) r- 00 .- v "r MOUNT ABOVE COUNTER 9, THE LEGEND IS NOT INTENDED TO DEFINE THE SCOPE OF WORK. SYMBOLS ON THE E 0�0 N�' CLG CEILING NL NIGHT LIGHT SYSTEMS DESCRIPTION CP CONTROL PANEL NO NORMALLY OPEN DUPLEX RECEPTACLE, 15 OR 20 AMP, 2P, 3WIRE, 125 LEGEND MAY NOT APPEAR ON THE PLANS. _j M CPT CONTROL POWER TRANSFORMER NTS NOT TO SCALE VOLT NEMA 5-20R, MOUNTED ON CEILING a— 00 CT CURRENT TRANSFORMER _ _ TELEPHONE OUTLET 10, PROVIDE SEALING FITTINGS AND SEAL CONDUITS AT ALL LOCATIONS EMERGING FROM © -,I- CT o OL OVERLOAD ® COMBINATION TELEPHONE/DATA OUTLET (� CSU RECEPTACLE NEMA 5-20 (+) MOUNT ABOVE BELOW GRADE. z cu o NN DI; DIRECT CURRENT :CL W X o 0 DETD DUAL ELEMENT TIME DELAY PE PHOTO ELECTRIC NSD NETWORK INTERFACE DEVICErvo z Ln , DISC DISCONNECT PF POWER FACTOR Ln — -- DN DOWN PH PHASE Ov VIDEO OUTLET Lw DP DOUBLE POLE PNL PANELBOARD Z '�- cv DT DOUBLE THROW PP POWER PANELrd M O THERMOSTAT- V p Co DWG DRAWING PRI PRIMARY MOUNTING HEIGHTS zw 00 D/W DISHWASHER PT POTENTIAL TRANSFORMER FIRE ALARM DESCRIPTION 'I- - PVC POLYVINYL CHLORIDE CONDUIT ;, ii o (E) EXISTING TO REMAIN - - Q SINGLE OR MULTIPLE STATION SMOKE ALARM o EC ELECTRICAL CONTRACTOR (R) REMOVE ALL DIMENSIONS ARE TO CENTERLINE OF DEVICE,U.O.N. "`:`� m EF EXHAUST FAN (RE) RELOCATE EXISTING O SINGLE OR MULTIPLE STA11ON SMOKE ALARM WITH EXIT SIGNS - FLOOR PROXIMITY 8" AFF TO BOTTOMr- EGC EQUIPMENT GROUNDING CONDUCTOR RECEP RECEPTACLE INTEGRAL CARBON MONOXIDE SENSOR . EMERG EMERGENCY RMC RIGID METAL CONDUIT (SCHEDULE 40) EXIT SIGNS - WALL MOUNTED ABOVE DOORS EMIT ELECTRICAL METALLIC TUBING RMS ROOT MEAN SQUARE CIRCUITING DESCRIPTION FIRE ALARM A/V APPLIANCES 84" AFF J EOL END OF LINE RESISTOR - - (ER) EXISTING RELOCTED SEC SECONDARY MOTOR STARTERS 72" AFF MAXIMUM EWYC ELECTRIC WATER COOLER SF SUPPLY FAN BRANCH CIRCUIT CONCEALED IN WALL, CEILING OR BELOW PANElBOARDS 72" MAX AFF TO TOP �- EWNH ELECTRIC WATER HEATER SLC SIGNAL LINE CIRCUIT (ADDRESSABLE LOOP) RAISED FLOOR � SQ FT SQUARE FOOT ADA PANELBOARDS 48" MAX AFF TO TOP Q F FUSED SW SWITCH CONDUIT TURNING UP. i FA FIRE ALARM SWBD SWITCHBOARD CONDUIT TURNING DOWN. RECEPTACLES 18" AFF FACP FIRE ALARM CONTROL PANEL SWGR SWITCHGEAR " FCU FAN COIL UNIT _ _ 3 CONDUIT TERMINATED WITH BUSHING. COUNTERTOP RECEPTACLES 46 MAX AFF TO TOP v) FLR FLOOR TEL TELEPHONEWITCHES 72" MAX AFF TO TOP HOMERUN TO PANELBOARD OR MOTOR CONTROL CENTER. SAFETY S � FLUOR FLUORESCENT TV TELEVISION 2 NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. (v CCS FU FUSE TYP TYPICAL �� NUMERAL AT ARROW INDICATES BREAKER NUMBER ON SWITCHES 42 AFF -0 FVNR FULL VOLTAGE, NON-REVERSING _ PANEL SCHEDULE. » UH UNIT NEATER � TELEPHONE - WAIL TYPE 48 GC GENERAL CONTRACTOR O JUNCTION BOX LION UNLESS OTHERWISE NOTED TELEPHONE/DATA OUTLET 18" AFF .Q> G/D GARBAGE DISPOSAL LnUPS UNINTERRUPTABLE POWER SUPPLY _. GEC GROUNDING ELECTRODE CONDUCTOR _ _ > GFI GROUND FAULT INTERRUPTING V VOLTSi .J G, GND GROUND VA VOLT-AMPERE REFERENCE DESCRIPTION _�e L. HID HIGH INTENSITY DISCHARGE VFD VARIABLE FREQUENCY DRIVE L _ >_ XX HOA HAND-OFF-AUTOMATIC W WIRE, WATTS \ EQUIPMENT INDICATOR - SEE MECHANICAL SCHEDULES CL � 3CJ :1a7HP HORSEPOWER WEATHER PROOF KEYED NOTE INDICATOR -� � Z HT HEAT TRACE VIP ® 00 L_ 0 HZ HERTZ XFMR TRANSFORMER REVISION INDICATOR �.. 0 o av IDC INITIATING DEVICE CIRCUIT 1 z 0 IG ISOLATED GROUND E-2 ELEVATION REFERENCE Drawn by. DFW 3 E-4 SECTION REFERENCE Checked by. SLS NEW WORK ——————— NEW WORK UNDERGOUND OR UNDER FLOOR Date: 06/22/2021 Drawing Title: ELECTRICAL COVER SHEET Drawing Number. y 8/17/2021 PERMIT SET INA'J _.._... --------------------------_.._._...._....................—_........._........._...... -- __._._..------- - -- Ln cv � ' j 1 I jl f r-. i I I � I t o cu d- V % a ^ j al Dl ----.._.....__....._ 00 o = � I a > z u 29 O 29 ' �`•J±'�l.�I � ' � •L by E co =.1 c� v a fa6 �.� 29 I W Q r14 LL) Z G1 '� A; Q. N CD N ` V X ° 29 � � 1 S tea'- ; W j N 00 Ln Z cc -- ---------- 29 W. � Q 29 tL , a , o ; ss 0 , _.._..__ •. - ... a� i 27 rEP 27 29 DWELLING UNIT BRANCH CIRCUIT WIRING REQUIREMENTS 29 CIRCUIT BREAKER LOAD DESCRIPTION MINIMUM CONDUCTOR SIZE _....._. 30 -P- 15A-1P MULTIPLE 2#12 + 1#14(G)15A 1P GF 1/GF 2 2#12 + 1#14(G)TUP `!` ; - 35A-2P CU 1 , t - MULTIPLE 2#12 + 1#12(G) ( I�: A EP-1 A EP-1 A EP-1 _.._... 40A-2P CU-2 2#8 + 1#10(G) 27 : 2#8 1#io(G) O I i 50A-2P RANGE 2#8 + 1#10(G) j D EP-1 ; } r., 30 __� e * REFER j R TO PANEL SCHEDULES FOR CORRESPONDING BRANCH CIRCUIT LOADS. 3 j - ----- 27 * OR FOR ALL 3-WAY SWITCHED CIRCUITS. i „ jEF �! GENERATOR AND , 27 O y� (V „ I E i D, SEE -6 _ 3 i j : R• ' 14 ___...___._---._-.._..._-- MORE DETAIL O GENERAL NOTES ; N: 29 :. i, j 1 CIRCUIT ALL BRANCH CIRCUITS TO PANEL 'HP' UNLESS OTHERWISE NOTED. m Is PANEL HP A EP . q EP A EP � .�. ! EM ATS KEYES DJ I j CU V) C EP-1 " r 31 O I j O1 RECEPTACLE FOR REFRIGERATOR. MOUNT AT 42" A.F.F. 0 EP-3 PANEL EP (,, j 33,35 _ 7 4 l 53 SINGLE OUTLET LOCATED BELOW SINK FOR DISHWASHER. COORDINATE MOUNTING `V - cn i I WP g L`J REQUIREMENTS WITH MANUFACTURER INSTALLATION INSTRUCTIONS. Ln 4-J z GF ; 27 27Ln 00 i RECEPTACLE FOR MICROWAVE. VERIFY MOUNTING LOCA11ON IN FI 3 6 d- O , 4,3 r— — ----------------- _� CU GARBAGE DISPOSAL JUNCTION BOX INSTALL UNDER SINK. E I j f Drawn by. DFW 3 MEN � • g l � L a I ° ' I 1 2 RECEPTACLE FOR HOOD. VERIFY sf 7 j 27 i Q Y MOUNTING LOCATION IN FIELD. Checked by. KS t q k I i a - --......_....._._._._........_..............._.._._...---- - -- --._....._... -_ i ; is I t k M_.....__.,. .......... ,, 1 i f_._..._..._........___..__..._......,....___...._....__.________.....__..._.__........_.._._-_ _.,...___ ' __._...__._... _. j 6 PRE-WIRE JUNCTION BOX FOR FUTURE CEILING FAN. Date: 06/22/2021 n PRE-WIRE OUTLET BOX FOR FUTURE CHRISTMAS LIGHTS. CONNECT TO SWITCH Drawing Title: 1 NEAR FRONT DOOR. PRE-WIRE JUNCTION BOX FOR ELECTRIC SHOWER STEAMER. VERIFY EXACT j MOUNTING LOCATION IN FIELD. ELECTRICAL FLOOR PLANS I f j i I , s 9 FOR CU-1, PROVIDE A 240V, 60A NEMA 3R FUSED DISCONNECT SWITCH WITH I 35A FUSES. , t i _....... ..................-. _.....- _ ...__.._.__.... _ - --- __--- -- __ - ... ----- - --...-- --------..... --_-._.._.. -- .. FOR CU-2, PROVIDE A 240V, 60A NEMA 3R FUSED DISCONNECT SWITCH WITH Drawing Number. .._..______...___.---------.-___._..... __.----- 40A FUSES ELECTRICAL BASEMENT PLAN I M1 Ila I 1 10 Y MOUNTED DISCONNECT PROVIDED BY MC. E-2 SCALE: 1/4" = 1'-0" FACTOR � r 8/17/2021 PERMIT SET � Co y<. '• (" ` e'�=>t tit,'. B EP-1 _.. v J� tp e�� S3 WP I 24 220V 80A ; 41 44,46 i � I ! i D EP-1 I 24 , EP-1 : ! i : , a ' i QA;-) '-Q'- , D EP-1 a , i E S i 24 i B z ! 0 EP-1 cc A � ' 24 O ' Q N W 4 i 00 = Q _..._.._...........................-_ ._...._._._._.... ----...__._..._..--'-_ -'--..... -----._._..............._....-_._._...... ---i 24 ) ' i s S3S3 Z ) — L --- __; :_.� _.._.._....................._.._............ ...........-._._..._................_._._..__.... _..-.,.._............. ... ...... _ - Z 10 - - 33 35 ; EP-1i ? 51 A EP-1 i i 5 KW A EP-1 A EP-1 A EP-1 i : : : INFRARED HEATER ' 7 - - i y 2 ; 45 ' ' `., EP 1 A EP-1 f- 10 49 EF t._.... j I A EP-1 i I /"¢' BULU rq a) .E c 6 37,39 6 ; 4' e -- \J' -- I Ep-1 O a (TYP.) 32 32 ( I ! 51 E A---15 � I \\ i ��— °o ��s 10 J J ;, Od- 'os tA , WP i A EP-1 + i ! + ! f 1 i U w O p a �^ 38,40 _ o • ` . i Z 10 Qc I I ! ! - --j .------- ; - _ +,+ 34, 6 32 A EP-1 A EP-1 A EP-1 — — I i oC A EP-1 A EP-1 A EP-1 w v N w > Z I — ❑ 00 CONDUIT STUB UP FROM POOL Z COORDINATE EXACT SIZE AND LOCATION IN FIELD WITH OWNER. - ii 32 1 4 2 i �• � i ( w � � WP EP-15 O - S4 L1. B EP-1 - - - ----- ---- _r - _ --------------------_------------------_..._..._.__...._.._...._.._.. - , ._...._..._._..._.__...__... _.... _.._........ --- - - - -- __..._....._._.._..._....---- - O _ ---------------- ------ - - ...._.. - - B m - S3 • �. S3S3S3.._ _ _ ._...._._. EP_ _...f 1i i — a� 4 J i....._....... _ ..__....... I EP-10 �+ J... 10''5 A EP_1._ A EP-1 EP-15 i _ _ 1 DWELLING UNIT BRANCH CIRCUIT WIRING REQUIREMENTS = P1 • :, P 0 EP r( 1 4 ? i ;A - 4 " I TO UGHT / -y1; CIRCUIT BREAKER LOAD DESCRIPTION MINIMUM CONDUCTOR SIZE ABO —-- .._.__._..:..:...._ --.- - i ..._.:..__..._........_...._....._...........;x �- Y , „ VE P-1 i A EP-1 A EP- i ,� �; 's 15A-1P MULTIPLE ss : .� J { 1 4 „ t?' i A EP-1 A E 1 A _S..- 2#12 1#14jG) i 1 --- ----- - A EP-1 A EP-1 EP-1 ! { ! ,� :. ! 15A-1P GF-1/GF-2 2#12 + 1#14(G) 1 EP t,i : : : _ i2 , + EF i ; ___-- 2 ' i! ` ! 20A-1 P MULTIPLE 2 + # ( ) -- r-•------------,'----- 1 A 11 ' 6 ; _ _ "-; A EP 1 I ! EP --, -- �.. i ----------- E _ R 2#1 1 12 G i r i Ir : , 1 P7 + i - i 35A 2P CU 1 2 8 - J --- --. r i 40A-2P CU-2 2#8 + 1#10(G) _ I _ ........ i A EP 1 i EP 14 P 11 z _ y i 17 i i._._._...._..._______.._..__.. _.........______________ J 50A 2P RANGE 28 + 110G EP 4 ( , 9 cg f ......_.............._...--_...._.....-- __.__...----.....-_. -- .r; �: r _ ,_: ____ _._______._.________.______-_ i S3S3 ? -- -- --- - * REFER TO PANEL SCHEDULES FOR CORRESPONDING BRANCH CIRCUIT LOADS, V xx i.; SS : : A EP-1 A EP-1 -- ----.._.E:: , -' PROVIDE ADDITIONAL CONDUCTOR FOR ALL - WAY SWITCHED CIRCUITS. SS EP-1 - I 3 , ' i 4 , , EP 9 i 21; B `f I i i 1; : ;A EP-1 EP-9 19 4I __._._.._ -'-..._ EP-1 Ilk BELOW ,i P_ AI��JO r (rbr TO LIGHT E 12 5 I� GENERAL TES r 1 H CIRCUITS TO PANE HP UNLESS OTHERWISE NOTED.CIRCUIT ALL BRANCH L - _- DN S3S3 A EP-1 1 UTILITY METER .,� Ln I� A EP-1 A EP-1O EP-1 A EP-1 ! _ I !; L i I J KEY NOTES � _... EP-14 '� EP-1 � � J EP-15 — 4 6 ! ! 1 0 O RECEPTACLE FOR REFRIGERATOR MOUNT AT 42" A F.F A EP-1 -S ---- _ -- --- SSA EP-1 SINGLE OUTLET LOCATED BELOW SINK FOR DISHWASHER. COORDINATE MOUNTING z REQUIREMENTS WITH MANUFACTURER INSTALLATION INSTRUCTIONS. � C- 4_ 00 , _ I a i - TO LIGHTS ABOVE - - I H. 12 ' TO CHRISTMAS 19 ! O RECEPTACLE FOR MICROWAVE. VERIFY MOUNTING LOCATION IN FIELD r• 3 CHR STM 8 ,EF EP-1 TSA VE. t _ 19 12 c Sss ;N GARBAGE DISPOSAL JUNCTION BOX, INSTALL UNDER SINK. Drawn y :_ :i�': - DFM! : : : , -... ------'-- f ' EP-1 B EP-1 6 A 13 _ WP Q RECEPTACLE FOR HOOD. VERIFY MOUNTING LOCATION IN FIELD. Checked by. J� 12 ! i i I ' ,i '...s \� 7 8 19 E f ? i PRE WIRE JUNCTION BOX FOR FUTURE CEILING FAN Date: k, 12 ; i 6 ....... _._..._... -- ----..-_.. i o 06/22/2021 - -__ �s -- - - :.___.__..__ K _ WP PRE-WIRE OUTLET BOX FOR FUTURE CHRISTMAS LIGHTS. CONNECT TO SWITCH Drawing Title: 7 7 U7 NEAR FRONT DDDR. i I , PRE-WIRE JUNCTION BOX FOR ELECTRIC SHOWER STEAMER. VERIFY EXACT 8 MOUNTING LOCATION IN FIELD. ELECTRICAL FLOOR PLANS 1 , FOR CU-1, PROVIDE A 240V, 60A NEMA 3R FUSED DISCONNECT SWITCH WITH O 35A FUSES. __. �_.._..__ Drawing Number: ! FOR CU-2, PROVIDE A 240V, 60A NEMA 3R FUSED DISCONNECT SWITCH WITH ! ..._.......________.._._.__.._!.......__....._._.__.___._..__._.__._..._-._...........__............_... 40A FUSES. -- ---- -- .._:_.._..__....._._._.__._......_....._............. -,_..._.:....._.... ------------ _.._ _..--_.-..._..._........ ELECTRICAL FIRST FLOOR PLAN B EP-1 B EP-1 j B EP-1 B EP-1 1 FACTORY MOUNTED DISCONNECT PROVIDED BY MC "1Z 10 . ---__....__; E-3 SCALE: 1/4" = 1'-0" 8/17/2021 PERMIT SET r I= "ate,' ky ------------ o Q. CJ Z ................. ..-'--.---..-_...__...............-----.___.__...._.....-_-_..._...._................_._._-....._...___._..._.__.._......._.._... - ai o r,i„t DN . i E ; .- : I TO SWITCH I I i i BELOW. A EP-1 ` f lI I 26 � r I i I s � c f I o Ii C ; : A� S3 : 26 26 i j A EP-1 A EP-1 A EP-1 i i i; 26 26 IV)�o L: OJ j s 4— 61 Ol p- O O ~' A EP-1 A EP-1 A EP-1 I o N a U o C) Z Z � S I i LLJ 26 26 , ' SS 3 I E - _ � i i f i al •y L ^a N c E OQ N w I i 28 ; v I 00 ai u � 28 t..) w O 0 a ! LLJ zUo X i A EP-1 28 ZC EP-1 vt z i N i I i I 00 - r Z i { EP-16 i w 00 I I I i O LL ------------- 018 s —' ------ 14 --- 14 14 ! i ' 23 i � i 18 ,; p_1 DWELLING UNIT BRANCH CIRCUIT WIRING REQUIREMENTS , I i Ij s A E I I _ ----- - i : A E D DESCRIPTION MINIMUM CONDUCTOR SIZE EF i _..,. CIRCUIT BRE i 1 - A EP-1 i5A 1P �- 15A 1P 1/GF 214 2#12 + 1#14(G) J TO SWITCH : . „I l J 3 ' - _ j , I 18 0 2 A i 35A-2P MULTIPLE CU 2 8 + 1 1 d G � , , 3 A` 2 # # ( ) 1 _ I EP-16 '; i ':' il; i ti \\ - i p ; BELOW. , 6 t __..'A. 1 �I i 18 6 _•23 II Y \,� i S3 I - - 2#8 1#10(G) n { ; _ _-- i f ___.__ __.__._._ i8 ------.____. ..._......._-..._.. 3! --- ------. ; 5OA-2P RANGE 2#8 + 1#10(G) SS rt S ' ^ i 14 � ;------ -- -- , � i -.:.._--..-'__':-�:-:-�-' REFER DS L SCHEDULES FOR CORRESPONDING BRANCH CIRCUIT LOADS. A EP-1 A EP-1 '; I * PROVIDE ADDITIONAL CONDUCTOR FOR ALL 3-WAY SWITCHED CIRCUITS. i EP_1 14 EP--5 V, I I_ GF ; 14 00 I { ' i EP-16 1 ; 727 ------- - ------ ' EPss i-I- a moo= ..3 , GENERAL NOTES E ; F ; i i' i i i , it i : I EF ._ DN I _.__..._.__.___..._.___.---_-----._..---------.___.....__., ,.._..__....- r_ a ____.._.._.___.___---------_---------..___.__-_ __.----____-- -._._____..._._._._ ,/ CIRCUITS T PANEL P UNLESS OTHERWISE NOTED ; ; i I ( 5 , I A EP-1 ;! 1 CIRCUIT ALL BRANCH CI TS 0 A EL H .s Ln , I I I EP-16 I X 25 ( \ �. Cr t A EP-1 I f A EP,(1 EP-1 A EP-1 A EP-1 A EP-1 EP-1 ; O 0 I25 _. ;i E A -� � �._.. }'^- - I --- '` O RECEPTACLE FOR REFRIGERATOR MOUNT AT 42" EP 16 - AFF ® 4 I I i A7 ss ' ---____ ..__. 21 .- EP-1--- ,. i aJ __: SSS SS 16 a 21 ;! 20 SINGLE OUTLET LOCATED BELOW SINK FOR DISHWASHER. COORDINATE MOUNTING z Ln A EP-1 A E U REQUIREMENTS WITH MANUFACTURER INSTALLATION INSTRUCTIONS. �1-� 1600 _ 6 EP- o o Ln ! ; 00 z 0 6 O J O EP-1 6 O3 RECEPTACLE FOR MICROWAVE. VERIFY MOUNTING LOCATION IN FIELD. EP-1 r 16 Q 21 j J 16 A EP-1 A �- A EP-1 20 J 20 4 GARBAGE DISPOSAL JUNCTION BOX, INSTALL UNDER SINK. prawn 6 . { y DFW 21 v 21 f I C'"; i i 0 _ t _ _ ' ..D RECEPTACLE FOR HOOD. VERIFY MOUNTING LOCATION IN FIELD. Checked by. I S JLS 20 16 1fi i 20 ; I Date: ; PRE-w9RE JUNCTION BOX FOR FUTURE CEILING FAN. 7 .... 6 „ i. 06/22/2021 B EP 1 B EP-1 O PRE-WIRE OUTLET BOX FOR FUTURE CHRISTMAS LIGHTS. CONNECT TO SWITCH Drawing Title: NEAR FRONT DOOR. TO SWITCH BELOW TO SWITCH BELOW O PRE-WIRE JUNCTION BOX FOR ELECTRIC SHOWER STEAMER. VERIFY EXACT ELECTRICAL FLOOR PLANS MOUNTING LOCATION IN FIELD. 1 ELECTRICAL SECOND FLOOR PLAN O FOR CU-1, PROVIDE A 240V, 60A NEMA 3R FUSED DISCONNECT SWITCH WITIi 9 35A FUSES. E-4 SCALE: 1/4" = 1'-0" FOR CU-2, PROVIDE A 240V, 60A NEMA 3R FUSED DISCONNECT SWITCH WITH Drawing Number. 40A FUSES. 10 FACTORY MOUNTED DISCONNECT PROVIDED BY MC. 8/17/2021 PERMIT SET EMERGENCY GENERATOR .- ooh' LIGHTING FIXTURE SCHEDULE DO NOT BOND NEUTRAL - �_ 4 POINT TO GROUND. �y 4f FROM C FROM NORMAL SOURCE MANUFACTURER AND LIGHTING INPUT TYPE DESCRIPTION VOLTS LAMPS MOUNTING NOTES FROM UTILITY CATALOG NUMBER SYSTEM WATTS A 6" LED DOWNLIGHT SEAGULL LIGHTING 120V LED LED SURFACE 9.6W SERVICE ENTRANCE TRAVERSE LED 14540S-15 EQUIPMENT B EXTERIOR LED LANTERN TBD BY OWNER 120V LED LED WALL 15W PROVIDE FIXTURE WITH INTEGRATED MOTION SENSOR. I ;-� TYPICAL 3-POLE E NEUTRAL BUS ; AUTOMATIC TRANSFER SWITCH C KEYLESS LIGHT SOCKET N/A 120V LED (1) Al SURFACE 15W PROVIDE (1) A19 LED BULB. BONDING JUMPER SELECT KEYLESS FIXTURE WITH E26 SOCKET. ► z GROUND BUS E m m J 0 4'X4' LED TBD BY OWNER 120V LED LED SURFACE 64W z ca o 7 #8 (MIN) #6 TO TELEPHONE c BACKBOARD 0 PANEL SCHEDULE - 'HP' PANEL SCHEDULE - 'PP' TO EMERGENCY OR ? y VOLTS 240V/12OV, 10,3W AIC 10,000 VOLTS 240V1120V 10, 3W AIC 10,000 STANDBY LOADS " MAINS 200A MCB LOCATED UTILITY ROOM MAINS 100A MLO LOCATED COORDINATE IN FIELD CIR CIR CIR CIR ^ �' NO LOAD DESC BRKR BRKR DESC LOAD NO NO LOAD DESC BRKR BRKR DESC LOAD NO 0 x 1 1,500 LAUNDRY CIRCUIT **20/1 20/1 SPARE 2 1 SPARE 20/1 20/1 SPARE 2 CADWEL TO #4 (MIN) #6 (MIN) a, � P, w WATER SERVICE o o 3 SPARE 20/1 20/1 SPARE 4 3 SPARE 20/1 20/1 SPARE 4 AND PROVIDE 5 SPARE 20/1 20/1 SPARE 6 5 SPARE 20/1 20/1 SPARE 6 JUMPER AROUND U1 7 360 FRONT PORCH RECEPS *15/1 *15/1 GREAT ROOM 720 8 7 SPARE 20/1 20/1 SPARE 8 METER v o o a a 9 950 MASTER BEDROOM *15/1 *15/1 GARAGE DISPOSAL 500 10 9 SPARE 20/1 20/1 SPARE 10 z GROUNDING DETAIL z Z w N s 11 500 MASTER BATH 20/1 *15/1 GUEST ROOM 600 12 11 SPARE 20/1 20/1 SPARE 12 E-5 SCALE: NO SCALE vn 13 500 BATHROOM #2 20/1 *15/1 BEDROOM #2 950 14 13 SPARE 20/1 20/1 SPARE 14 15 500 POWDER ROOM #1 20/1 *15/1 BEDROOM #3 950 16 15 SPARE 20/1 20/1 SPARE 16 GROUND ROD E- 17 500 POWDER ROOM #2 20/1 *15/1 BEDROOM #4 1,100 18 17 SPARE 20/1 20/1 SPARE 18 — _ (�) � .V M n.a`a 19 900 DINING ROOM *15/1 *15/1 BEDROOM #5 750 20 TOTAL LOAD ####### L- 21 720 OPEN OFFICE *15/1 *15/1 HALLWAYS 900 22 DEMAND LOAD 0 kVA '° a •�- fV '- E r .0 23 N EOpN . 23 500 BATHROOM #3 20/1 *20/1 GARAGE CIRCUIT 540 24 a a . 4 4 Qj J a 25 500 BATHROOM #4 20/1 *15/1 FAMILY ROOM 1,620 26 Co a a 27 1,620 OPEN BASEMENT *15/1 *15/1 STORAGE ROOMS 540 28 U w o 29 1,440 BASEMENT *15/1 20/1 BASEMENT BATH 500 30 PANEL SCHEDULE - 'EP' z o Na 31 360 BASEMENT BAR #15/1 *15/1 COVERED PORCH 450 32 VOLTS 240V/120V 10,3W AIC 10,000 CADWEL TO REINFORCING IN — CV Q0 w_ 33 34 MAINS 60A MLO LOCATED U11UTY ROOM CONCRETE FOOTING V =3 X N 0 Z Ln 35 5,000 PORCH HEATER #1 20/1 20/1 PORCH HEATER #2 5,000 36 NO LOAD DESC BRKR BRKR DESC LOAD NO s — 37 38 1 1,100 LIGHTING & FIRE ALARM *20/1 2 W a tv LU 39 5,000 PORCH HEATER #3 20/1 20/1 PORCH HEATER #4 5,000 40 3 180 GF-1 20/1 40/2 CU-1 5,015 4 Z rjQ 41 SPARE 20/1 SPARE 42 5 180 GF-2 20/1 6 V 00 20/1 35/2 CU-2 3,960 ——— 43 SPARE 44 7 500 BAR REFRIGERATOR **15/1 8 -" '-———————-" —————— '� Z L_ Co 80/2 GARAGE CIRCUIT 7,680 ® \ UI � 45 1,200 BAR DISHWASHER **15/1 46 9 1,000 KITCHEN HOOD & RANGE *15/1 **15/1 REFRIGERATOR 500 10 / \ 4—' d" 47 500 BAR ICE MAKER **15/1 48 11 1 000 MICROWAVE *15/1 *20/1 KITCHEN CIRCUIT 1,500 12 VERIFY GENERATOR DIMENSIONS BEFORE LOCATE FRAME-OUT FOR STUB UPS LL 0 60/2 PANEL EP 11,200 CONSTRUCTING PAD. ADJUST DIMENSIONS PER GENERATOR SHOP DRAWING 49 1,000 BAR MICROWAVE **15/1 50 13 1,200 DISHWASHER **15/1 *20/1 KITCHEN CIRCUIT 1,500 14 AS REQUIRED TO EXTEND 6" BEYOND i I '""� '` � 51 360 BAR RECEPS *15/1 P54 2 15 900 HALLWAYS *15/1 *15/1 2ND FLOOR HALLWAY 1,080 16 _-- TANK-BASE. I _ ( = . .: 100/2 PANEL PP *'' 53 180 EXTERIOR RECEPS *15/1 17 SPARE 20/1 20/1 SPARE 18 I ----- -- --- -- TOTAL LOAD 63.1 kVA TOTAL LOAD 19.6 kVA I I DEMAND LOAD 38 kVA DEMAND LOAD 11 kVA 12 THICK CONCRETE PAD *PROVIDE AFCI TYPE CIRCUIT BREAKER. *PROVIDE AFCI TYPE CIRCUIT BREAKER. **PROVIDE COMBINATION AFCI/GFCI TYPE CIRCUIT BREAKER. **PROVIDE COMBINATION AFCI/GFCI TYPE CIRCUIT BREAKER. CONDUITS FROM ATS I I I O ju CADWEL ALL UNDERGROUND I I O CONNECTIONS - �i STUB UP GROUND WIRE IN 1" PVC CONDUIT I h ( �, to AND BOND TO GENERATOR AND HOUSING ( #2 AWG BARE TINNED COPPER I z GROUND RING. PLACE 10" BELOW CRUSHED STONE.. 41 UTILITY SERVICE I I ' L— p 120/240 V E-5 � 10, 3w I � ,,� L, I r� � x' I G t " CL REINFORCING RODS Z 12 O.C. BOTH WAYS I I un .�.� 3#3/0 IN 2-C _�� v BOND TO REINFORCING I I �' Oo '- " (TYPICAL FOR 2 PLACES) I I,. I Z O 6 THICK 2500 PSI CONCRETE PAD Q UTILITY METER I WITH �" REINFORCING RODS 12" O.C. Y � 14kW GENERATOR � �--— —— � IL I Drawn b . 120/240V, 1 , 3W ' i � i 12" DEEP 1" ANCHOR BOLTS, 1" CHAMFER ,_, I DFW NAT GAS � CRUSHED STONE SEE GEN SHOP DWG ALL AROUND I i Checked by. 3#3/0, 2"C f 60A , I I JLS SEE GROUNDING 3#6+1#10(G), 2P DETAIL 1"C i -:_ � � ��-�j;. �:.:,._._.;.:.. � -•,_., , ./_•,' Date: s• •. 06/22/2021 _ -- --------------- -- ,/:/ - �'. �<,,a. ^: rawr Ttle. - .-�....t D �9 TRANSFER GENSET HOUSING V41Dlli PLUS 12 " SWITCH ., ;,.._.5, 3#3+1#8(G), 1-1/4-C % i /' `%/ ` /� /�,/� 'x ELECTRICAL DETAILS & 3#6+1#10(G),410' GROUND ROD, TYPICAL 0 1"C R 2 LOCATIONS. SCHEDULES 'PP' CADP,'ELDFOTO GROUND RING ,E,. Drawing Number. 1 SINGLE LINE DIAGRAM 3a GENERATOR PAD DETAIL - SIDE VIEW 3b GENERATOR PAD DETAIL - TOP VIEW E-5 SCALE: NO SCALE E-5 SCALE: NO SCALE E-5 SCALE: NO SCALE E tJ 8/17/2021 PERMIT SET 5.PROVIDE SLEEVES FOR ALL CONDUITS PASSING THROUGH FLOOR SLABS AND WALLS. THE ANNULAR SECTION 16170 - DISCONNECT SWITCHES - r DRAWING SPECIFICATIONS - ELECTRICAL (DIVISION 16) SPACE BETWEEN THE WALL AND THE SLEEVE SHALL BE KEPT TO A MINIMUM AND FILLED WiTH FIRE SECTION 16001 - SCOPE OF WORK STOP MATERIALS. SLEEVES SHALL BE NOMINALLY 1-INCH TRADE SIZE LARGER AND CONSTRUCTED OF 1. PROVIDE SURFACE-MOUNTED, LIGHT-DUTY (30-60A) OR HEAVY DUTY (100A AND LARGER), 15. PROVIDE HANDLE LOCKS FOR ALL BREAKERS THAT FEED FIRE ALARM EQUIPMENT. E - '`,�; ,,� =e•.t THE SAME MATERIAL AS THE CONDUIT BEING INSTALLED. SHEET-STEEL ENCLOSED FUSIBLE SAFETY SWITCHES, OF TYPES, SIZES AND ELECTRICAL , 1. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES FOR THE PROPER INSTALLATION AND CHARACTERISTICS INDICATED. SWITCHES SHALL BE QUICK-MAKE, QUICK-BREAK TYPE CONSTRUCTED 16. PROVIDE A UL LISTED SURGE PROTECTION DEVICE IN ALL EMERGENCY SYSTEM LOAD CENTERS. N o. 3 A �£.'_ Y, ' SECTION 16120 - WIRE.AND CABLES 600 VOLT AND BELOW) OPERATION OF THE ELECTRICAL WORK AS INDICATED ON THE DRAWINGS. ( SO THAT SWITCH BLADES ARE VISIBLE IN OFF POSITION WITH DOOR OPEN. EQUIP WITH OPERATING HANDLE WHICH IS INTEGRAL PART OF ENCLOSURE BASE AND WHOSE OPERATING POSITION IS EASILY 17. LOAD CENTERS SHALL BE MANUFACTURED BY EATON, GENERAL ELECTRIC, SiEMENS OR SQUARE D. 1. WIRE AND CABLES FOR FEEDER AND BRANCH CIRCUITS SHALL BE SINGLE ANNEALED STRANDED RECOGNIZABLE, AND IS PADLOCKABLE IN THE ON OR OFF POSITION. CONSTRUCT CURRENT CARRYING q 2. REMOVE OR RELOCATE EXISTING ELECTRICAL EQUIPMENT AS REQUIRED BY THE PROJECT. COPPER CONDUCTORS WITH CONDUCTIVITY OF NOT LESS THAN 98 PERCENT AT 20 DEGREES C. WIRE PARTS OF HIGH-CONDUCTIVITY COPPER, WITH SILVER-TUNGSTEN TYPE SWITCH CONTACTS AND SECTION 16495 - AUTOMATIC TRANSFER SWITCH AND CABLE SHALL BEAR THE UL LABEL AND SHALL MEET OR EXCEED THE REQUIREMENTS OF POSITIVE PRESSURE TYPE REINFORCED FUSE CUPS. SWITCH ENCLOSURES GENERALLY SHALL BE NEMA 3. TEST AND OPERATE ALL SYSTEMS DEMONSTRATE TO THE OWNER THAT THE INSTALLATION OF IPCEA-NEMA STANDARDS S-19-81 AND ASTM D-1352. TYPE i AND 3R FOR RAIN-TIGHT CONSTRUCTION. 1. PROVIDE AN AUTOMATIC TRANSFER SWITCH COMPLETE WITH ALL RELAYS, TiMERS AND ASSOCIATED THESE SYSTEMS CONFORM TO DESIGGNN INTENT. CONTROL CIRCUITRY TO AUTOMATICALLY START THE ENGINE, TRANSFER THE LOAD TO STANDBY SECTION 16050- BASIC ELECTRICAL REQUIREMENTS 2. WIRE SIZES SHALL GENERALLY BE NO. 14 AWG AND LARGER. 2. PROVIDE FUSES FOR SAFETY SWITCHES, AS RECOMMENDED BY SWITCH MANUFACTURER, OF CLASSES, POWER UPON FAILURE OF THE NORMAL POWER SOURCE, TRANSFER THE LOAD BACK TO NORMAL TYPES AND RATINGS NEEDED TO FULFILL ELECTRICAL REQUIREMENTS FOR SERVICE INDICATED. POWER UPON ITS RESTORA11ON AND STOP THE ENGINE. TRANSFER SWITCH SHALL BE USTED PER 1. COMPLY WITH ALL RULES AND REGULATIONS OF THE OWNER, ALL LOCAL, STATE AND FEDERAL LAWS, 3. WIRE AND CABLE INSULATION SHALL BE AS FOLLOWS: UNDERWRITER'S LABORATORIES UL-1008 FOR TOTAL SYSTEM LOAD AND SHALL INCLUDE NEMA I THE RULES OF THE NATIONAL FIRE PROTECTION ASSOCIATION (INCLUDING THE NEC), THE OWNER'S 3. PROVIDE A 30A, 1 POLE DISCONNECT SWITCH AT EACH FIRE ALARM AND NAC BOOSTER PANEL. ENCLOSURE WITH TEST SWITCH AND INDICATION LIGHTS, AND INPHASE MONITOR FOR MOTOR LOAD UNDERWRITER, AND ALL PUBLIC UTILITIES HAVING CONNECTION WITH ANY OF THE AFFECTED SYSTEMS. A. CONDUCTORS SIZE NO. 14 AWG THROUGH NO. 4/0 AWG SHALL BE 600 VOLT TYPE THWN FOR DRY SWITCH SHALL BE PAINTED RED AND LABELED "FIRE ALARM CIRCUIT" TRANSFER. AUTOMATIC TRANSFER SWITCHES SHALL BE ASCO 7000 SERIES, OR EQUAL BY ALL EQUIPMENT SHALL BE UL LABELED. AND WET LOCATIONS WITH A MAXIMUM OPERATING TEMPERATURE OF 75C. RUSSELECTRIC OR GE ZENITH. SECTION 16190 - SUPPORTING DEVICES 2. OBTAIN, PAY FOR AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTION, AND PAY ALL COSTS, 0. CONDUCTORS SIZE 250 KCMIL AND LARGER SHALL BE 600 VOLT TYPE THHN/THWN-2 OR XHHW SECTION 16515 - INTERIOR LIGHTING FIXTURES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER ALL PERMITS, CERTIFICATES AND FOR DRY AND WET LOCATIONS WITH A MAXIMUM OPERATING TEMPERATURE OF 75C. 1. PROVIDE SUPPORTING DEVICES OF TYPES, SIZES AND MATERIALS INDICATED, HAVING THE FOLLOWING APPROVALS TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE WORK. CONSTRUCTION FEATURES: 1. LIGHTING FIXTURES SHALL BE UL LISTED AND LABELED WITH UL LISTED WIRING. WIRING SHALL BE 4. FOR CONVENIENCE IN TESTING AND MAINTENANCE ALL SECONDARY CONDUCTORS SHALL BE SUITABLE FOR THE LIGHTING FIXTURE TEMPERATURE LISTING. THE ENERGY CODE REQUIRES THAT THE 3. APPLY FOR SERVICE FROM THE ELECTRIC UTILITY COMPANY AND SCHEDULE THEIR WORK IN COLOR-CODED IN ACCORDANCE WITH THE ESTABLISHED BUILDING STANDARD. CONTROL CIRCUIT A. CLEVIS HANGERS SHALL BE USED FOR SUPPORTING 2" AND LARGER CONDUIT AND SHALL BE MAXIMUM WATTAGE ALLOWED BY A FIXTURE BE THE WATTAGE USED FOR COMPLIANCE CALCULATIONS. o COORDINATION WITH THE PROJECT. WIRING SHALL HAVE SEPARATED IDENTIFYING COLORS OR NUMBERS. CONSTRUCTED OF GALVANIZED STEEL WITH %" DIAMETER HOLE FOR ROUND STEEL ROD. THE LAMP WATTAGES SHOWN ON THE FIXTURE SCHEDULE WERE USED IN THE COMPLIANCE A CALCULATIONS. WHEN THIS WATTAGE iS LESS THAN THE MAXIMUM WATTAGE LABELED ON THE 5. USE TYPE NM NON-METALUC SHEATHED CABLE FOR INSTALLATION OF INDOOR BRANCH CIRCUITS B. ONE-HOLE CONDUIT STRAPS SHALL BE USED FOR SUPPORTING 3 4" TO 1-1 2" CONDUIT AND FIXTURE, INSTALL A PRINTED LABEL OVER THE FACTORY LABEL SHOWING THE SCHEDULED WATTAGE c� 4. FURNISH INDEPENDENT INSPECTION AGENCY CERTIFICATES FOR ALL ELECTRICAL WORK. ALL WHERE CONCEALED. USE TYPE THWN-2 IN RACEWAY WHERE EXPOSED. SHALL BE CONSTRUCTED OF GALVANIZED STEEL. / / INSTEAD. CERTIFICATES SHALL BE IN DUPLICATE AND SHALL BE DELIVERED TO THE ENGINEER AND SHALL BECOME THE PROPERTY OF THE OWNER. 6. USE TYPE SER CABLES FOR DWELLING UNIT FEEDERS AND ELECTRIC RANGE BRANCH CIRCUITS. C. TWO-HOLE CONDUIT STRAPS SHALL BE USED FOR SUPPORTING CONDUIT ON STEEL RACKS. 2. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE HIGH POWER FACTOR, ENERGY CONSERVING SOLID STATE BALLASTS. EACH BALLAST SHALL BE PROVIDED WITH INTEGRAL THERMAL PROTECTION. ALL 4: 5. VERIFY ALL EXISTING CONDITIONS IN THE FIELD BEFORE SUBMITTING A BID. NO ALLOWANCE WILL BE 7 TYPE NM AND SER CABLES SHALL NOT BE INSTALLED EXPOSED, INCLUDING IN ELECTRICAL CLOSETS. 2. PROVIDE STEEL ANCHORS OF TYPES, SIZES AND MATERIALS REQUIRED FOR THE EQUIPMENT BEING BALLASTS SHALL HAVE AN "A" SOUND RATING, AND UL, CBM AND ELECTRICAL TESTING $ MADE FOR EXTRA COSTS ARISING FROM FAILURE TO DO S0. CABLES SHALL BE SUPPORTED AND SECURED NOT EXCEEDING EVERY 4-1/2-FEET, AND SHALL BE SUPPORTED. LABORATORIES CERTIFICATION. BALLASTS SHALL HAVE LESS THAN 20% TOTAL HARMONIC DISTORTION. 6. IT IS THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS TO CALL FOR CLEAR FINISHED WORK, SECURED WITHIN 12-INCHES OF EVERY BOX, CABINET, OR FITTING FOR CABLES. CABLES SHALL BE BALLASTS SHALL BE PROGRAMMED RAPID START, EXCEPT WHERE OTHERWISE INDICATED. ALL TESTED AND READY FOR OPERATION. PROVIDE ALL INCIDENTAL ACCESSORIES NECESSARY TO MAKE COPPER, MULTI-CONDUCTOR TYPE WITH GROUND, WITH NO MORE THAN FOUR CONDUCTORS. 3. PROVIDE CABLE SUPPORTS WITH INSULATING WEDGING PLUG FOR NON-ARMORED TYPE ELECTRICAL BALLASTS SHALL BE RATED FOR USE AT 120 OR 277 VOLTS, 60 HERTZ AS SCHEDULED. BALLASTS z THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY CONDUCTORS SHAH_ BE SOFT-ANNEALED COPPER, MEETING NEMA WC 70. CABLES SHALL BE UL CABLES iN RISERS. SHALL BE MADE BY ADVANCE, UNIVERSAL OR APPROVED EQUAL. ALL BALLASTS FOR OUTDOOR USE SPECIFIED OR SHOWN, WITHOUT ADDITIONAL EXPENSE. MINOR DETAILS NOT USUALLY SHOWN OR LABELED. THE GROUNDING CONDUCTOR SHALL BE ROUTED WITH THE CiRCUIT CONDUCTORS. WHERE SHALL BE LOW TEMPERATURE TYPE (-20 DEGREES F). � " SPECIFIED, BUT MANIFESTLY NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE INSULTAED, THE INSULATION SHALL BE GREEN IN COLOR. 4. PROVIDE U-CHANNEL STRUT SYSTEM FOR SUPPORTING ELECTRICAL EQUIPMENT, AM GAUGE HOT-DIP 3. RECESSED LIGHTING FIXTURES SHALL BE DESIGNED TO FIT THE MAKE AND TYPE OF CEILING TO BE VARIOUS SYSTEMS, SHALL BE INCLUDED IN THE WORK. GALVANIZED STEEL, OF TYPES AND SIZES INDICATED AND WITH THE CONDUIT CLAMPS, CONDUIT d- E q 8. PROVIDE UL LABELED CONNECTORS OF AMPACITY RATINGS AND TYPES FOR APPLICATIONS INDICATED. HANGERS AND OTHER FITTINGS WHICH MATE AND MATCH WITH U-CHANNEL. INSTALLED, AND SHALL INCLUDE PLASTER FRAMES WHERE INSTALLED IN PLASTER CEILINGS, c O 7. SUBMIT 7 COPIES OF SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE PLANS, ELEVATIONS, MOUNTING YOKES WHERE REQUIRED FOR SUPPORT FROM CEILING CONSTRUCTION. AND INDEPENDENT cn A. CONNECTIONS FOR WIRE SIZES NO. 14 AWG THROUGH NO. 10 AWG SHALL BE MADE WITH 3-M 5. INSTALL HANGERS, SUPPORTS, CLAMPS AND ATTACHMENTS TO SUPPORT PIPING PROPERLY FROM SUPPORT FROM STRUCTURE MEMBERS WHERE THE WEIGHT OF LIGHTING FIXTURES WOULD CAUSE a N w SECTIONS, MOUNTING DETAILS OF COMPONENT PARTS, POINT TO POINT INTERCONNECTION DIAGRAMS, "SCOTCHLOK" SPRING CONNECTORS. BUILDING STRUCTURE. ARRANGE FOR GROUPING OF PARALLEL RUNS OF HORIZONTAL CONDUITS TO BE DEFORMATION OF THE CEILING. PROVIDE FIRE RATED COVERS AS MANUFACTURED BY TENMAT WHERE 4.. a, M Q r ELEMENTARY DIAGRAMS, SINGLE LINE DIAGRAMS AND ANY OTHER DRAWINGS NECESSARY TO SHOW INSTALLED IN FIRE RATED CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. THE FABRICATION AND CONNECTION OF THE COMPLETE ITEM OR SYSTEM. SUPPORTED TOGETHER ON TRAPEZE TYPE HANGERS WHERE POSSIBLE. INSTALL SUPPORTS WITH � o B. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE SPLICED AND TAPPED WITH COLOR-KEYED SPACINGS INDICATED AND IN COMPLIANCE WITH NEC REQUIREMENTS. cv u o 8. KEEP RECORD DRAWINGS IN THE JOB SITE OFFICE. MAINTAIN RECORD DRAWINGS DAILY AND MAKE WROUGHT COPPER COMPRESSION CONNECTORS AS MANUFACTURED BY THOMAS & BETTS. THE 4. INDUSTRIAL OR STRIP FLUORESCENT LIGHTING FIXTURES, UNLESS INDICATED OTHERWISE, SHALL BE THEM AVAILABLE FOR INSPECTION BY THE OWNER OR ENGINEER UPON DEMAND. AT 111E COMPLETION MANUFACTURER'S RECOMMENDED TOOLING SHALL BE USED FOR INSTALLATION. LONG BARREL 6. FOR EXPOSED RACEWAYS BELOW 8'-0" A.F.F., DO NOT INSTALL CONDUIT CUPS WITH BOLTS OR CHAIN SUSPENDED AND EQUIPPED WITH A PREWIRED "SJ" CORD AND 120-VOLT GROUNDED TYPE z w THSLEEVES, TWO HOLE LUGS AND C TYPE CONNECTORS SHALL BE USED. SPLICE AND TAP FASTENERS THAT EXTEND BEYOND THE RACEWAY. USE ONE-HOLE STRAPS INSTEAD. EXCEPTION; PLUG. FIXTURES SHALL BE SUPPORTED FROM A DRY-BRITE 5900 SERIES OR IDEAL 360.7300 OF THE PROJECT, BIND THE PRINTS INTO A SET AND FORWARD THEM TO THE ENGINEER. THE cn RECORD DRAWINGS SHALL CONSIST OF A SEPARATE SET W YD TPRINTS E THE CONTRACT CONNECTORS SHALL BE COMPATIBLE WITH CONDUCTOR MATERIAL. THREE OR MORE RACEWAYS GANG-MOUNTED ON UNISTRUT. SERIES HYDEE FIXTURE HANGER, COMPLETE WITH 120-VOLT GROUNDED RECEPTACLE, S HOOKS AND � DRAWINGS ON W11CH SHALL BE RECORDED IN INK OR COLORED PENCIL THE FOLLOWING: CORD GRIPS. HANGERS SHALL BE MOUNTED TOA 4 ROUND OUTLET BOX AND BE THE TYPE THAT p 9. UNLESS SPECIFICALLY INDICATED OTHERWISE, EACH SINGLE PHASE BRANCH CIRCUIT SHALL CONSIST SECTION 16195 - ELECTRICAL IDENTIFICATION PERMITS 360 DEGREE ADJUSTMENT OF THE FIXTURES. A. DIMENSIONED LOCATIONS OF CONDUITS BURIED BELOW, OR CAST INTO, CONCRETE FLOOR SLABS. OF RESPECTIVE PHASE CONDUCTOR AND A DEDICATED NEUTRAL CONDUCTOR. -Y -- 1. PANELBOARDS MOTOR STARTERS AND SIMILAR ELECTRICAL ENCLOSURES SHALL BE IDENTIFIED BY 5. ALL LIGHTING FIXTURES SHALL BE THOROUGHLY CLEANED TO REMOVE ALL CONSTRUCTION DUST, .i M B. LIGHTING FIXTURE ARRANGEMENTS, IF DIFFERENT FROM CONTRACT DRAWINGS. 10. PROVIDE A SEPARATE INSULATED GROUND WIRE IN EACH FEEDER, BRANCH CIRCUIT AND OTHER NAMEPLATES SHOWING THE EQUIPMENT IDENIIFICA110N NUMBER, VOLTAGE AND FEEDER OR BRANCH PAINT, CEMENT, ETC. THIS SHALL INCLUDE ALL LIGHT REFLECTING SURFACES, FRAMES AND LENSES. .i � CONDUITS CONTAINING CURRENT CARRYING CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORS CIRCUIT NUMBERS (E.G. PANEL LP-1 - 208/120 VOLTS - FDR 1-5). NAMEPLATES GENERALLY ANY UGH11NG FIXTURES OR PARTS OF LIGHTING FIXTURES DAMAGED BY THE CONSTRUCTION WORK E co C. LOCATIONS OF ELECTRIC PANELS, MOTOR STARTERS, AND OTHER WALL MOUNTED EQUIPMENT, IF SHALL BE GREEN-COLORED OR IDENTIFIED WITH GREEN TAPE AT ALL ACCESS POINTS. SHALL BE CUSTOM TWO-TONE LAMINATED PLASTIC WITH BEVELED EDGES. NAMEPLATES, UNLESS SHALL BE REPLACED. ALL LAMPS SHALL BE NEW AND ANY LAMPS INSTALLED IN LIGHTING FIXTURES a W OTHERWISE INDICATED, SHALL BE WHITE LETTERS ON BLACK BACKGROUND. FOR USE DURING CONSTRUCTION SHALL BE REPLACED. a DIFFERENT FROM CONTRACT DRAWINGS, 11. ALL WIRE AND CONDUIT SIZES GIVEN ON THE SINGLE LINE DIAGRAM ARE BASED ON COPPER - Co 6. INSTALL ALL CEILING MOUNTED FIXTURES ACCORDING TO THE ARCHITECTURAL REFLECTED CEILING O °s D. ALL WORK ADDED TO THE CONTRACT BY FIELD SKETCHES, ADDENDUM OR CHANGE ORDER. CONDUCTORS AS SPECIFIED ABOVE. AT THE CONTRACTORS OPTION, ALUMINUM CABLES ARE 2 CONDUITS SHALL BE IDENTIFIED IN EACH ROOM AND 50 FOOT ON CENTERS IN OPEN AREAS BY U wO Cj a� PERMITTED TO BE SUBSTITUTED FOR THE SERVICE ENTRANCE AND TYPE SE AND SER COPPER VOLTAGE AND FEEDER NUMBER (E.G. FDR 1-5 - 208/120 VOLTS). CONDUIT MARKERS SHALL BE PLANS. LOCATIONS ON THE ELECTRICAL DRAWINGS ARE FOR REFERENCE ONLY. z cv NQ CABLES, INCLUDING EQUIPMENT GROUNDING CONDUCTORS. ALL WIRE SIZES AND RACEWAY SIZES STANDARD PRE-PRINTED FLEXIBLE PLASTIC SHEET MATERIAL OR SELF-ADHERING VINYL LABELS. O- "o N 9. BEFORE COMPLETION OF THE INSTALLATION, FURNISH THREE COPIES OF MANUALS COVERING IN SHALL BE ADJUSTED FOR THE DIFFERENT AMPACITY OF ALUMINUM CONDUCTORS. THE CONTRACTOR '' ' X DETAIL ALL REQUIRED INSTRUCTIONS FOR THE OPERATION OF THE SYSTEMS PROVIDED. V res '� IS RESPONSIBLE FOR SELECTING CABLES OF EQUAL OR GREATER AMPACITY IF ALUMINUM IS THE 3. FEEDER CONDUCTORS IN EACH PULL BOX AND IDENTIFIED WITH A PAPER TAG AS TO NUMBER, Z to 4- 10. FURNISH ALL LABOR REQUIRED BY THE ENGINEER, OR INSPECTION AGENCIES TO EXAMINE THE WORK PROPOSED SUBSTITUTE. SUBMIT A REVISED SINGLE LINE DIAGRAM FOR THE ENGINEERS REVIEW. VOLTAGE AND CABLE SIZE (E.G. FDR 1-5 - 208/120 VOLTS - 4 NO. 250 MCM). BRANCH CIRCUITS cr-O --- - DURING THE COURSE OF CONSTRUCTION. TERMINATE ALL ALUMINUM WIRE WiTH COMPRESSION CONNECTORS. ALL GROUNDING ELECTRODE SHALL BE IDENTIFIED WITH A PAPER TAG IN EACH JUNCTION AND OUTLET BOX BY PANEL AND w � c� SYSTEM CONDUCTORS MUST BE COPPER. CIRCUIT NUMBER (E.G. PNL. LP-5 - CIRC. 3). w ? *- 11. FURNISH A WRITTEN WARRANTY FOR THE INSTALLATION, STATING THAT ALL MATERIALS AND Zp 00 EQUIPMENT AND THE SYSTEMS WHICH THEY COMPRISE ARE FREE FROM DEFECTS OR FLAWS iN SECTION 16135 - ELECTRICAL BOXES AND FITTINGS SECTION 16470 - LOAD CENTERS V Z WORKMANSHIP OR OPERATION, AND ARE FUNCTIONING PROPERLY AND CAPABLE OF PROVIDING 1. OUTLET BOXES FOR NM CABLING SHALL BE CARLON "SUPER-BLUE" THERMOPLASTIC PVC, MINIMUM 1. LOADCENTERS SHALL COMPLY WITH THE LATEST APPLICABLE STANDARDS OF UL, NEMA AND NEC w SATISFACTORY OPERATION IN ACCORDANCE WITH DESIGN INTENT. REPAIR OR REPLACE ANY � d- DEFECTIVE WORKMANSHIP, DEFECTIVE MATERIALS OR EQUIPMENT, OR CORRECT UNSATISFACTORY 22 CUBIC INCHES (SINGLE GANG) OR 35 CUBiC INCHES (DOUBLE GANG.) LARGER BOXES MAY BE INCLUDING: UL 67 - STANDARDS FOR PANELBOARDS; UL 50 - STANDARDS FOR CABINETS AND Cj PERFORMANCE, WITHOUT EXPENSE TO THE OWNER. MAKE REPAIRS OR REPLACEMENTS PROMPTLY AND USED FOR 30A AND 5OA APPLIANCE CIRCUITS. BOXES IN FIRE-RATED WALLS SHALL BE STEEL-.OR BOXES; UL 489 - STANDARDS FOR MOLDED CASE CIRCUIT BREAKERS; UL 869 - STANDARDS FOR "- AT THE CONVENIENCE OF THE OWNER. THE WARRANTY SHALL BE IN EFFECT FOR A PERIOD OF ONE CARLON TYPE "PH" FIRE RATED PHENOLIC. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS SERVICE EQUIPMENT O YEAR FROM DATE OF ACCEPTANCE OF THE SYSTEMS AS A WHOLE. OF WALLS. - m _ 2. LOADCENTERS SHALL BE RATED FOR 240 VOLTS AC AND SHALL HAVE SHORT-CiRCUIT RATINGS AS +J 12. MATERIAL OR EQUIPMENT SPECIFIED BY MANUFACTURER, BRAND NAME, TYPE OR CATALOG NUMBER, 2. OUTLET BOXES FOR EXPOSED, INDOOR CONDUIT SYSTEMS SHALL BE CONSTRUCTED OF GALVANIZED SHOWN ON THE DRAWINGS, BUT NOT LESS THAN 10,000 AMPERES RMS SYMMETRICAL. ARE DESIGNED TO ESTABLISH STANDARDS OF DESIRED QUALITY, PERFORMANCE, DIMENSIONS AND FLAT ROLLED SHEET-STEEL OF SHAPES AND SIZES SUITABLE FOR INSTALLATION OF WIRING DEVICES. OTHER CHARACTERISTICS. SUBSTITUTIONS WILL NOT BE PERMITTED WITHOUT THE WRITTEN APPROVAL PROVIDE BOXES WITH THREADED SCREW HOLES, WITH CORROSION-RESISTANT COVER AND GROUNDING 3. LOADCENTERS SHALL BE LABELED WITH A UL SHORT-CIRCUIT RATING. WHEN SERIES COMBINATION U OF THE ENGINEER. WHERE ANY SUBSTITUTION REQUIRES REDESIGN OR RELOCATION OF THE SCREWS FOR FASTENING SURFACE AND DEVICE TYPE BOX COVERS AND FOR EQUIPMENT TYPE RATINGS ARE APPLIED WITH INTEGRAL OR REMOTE UPSTREAM DEVICES, A LABEL SHALL BE STRUCTURES, PIPING, RACEWAYS, WIRING OR ANY OTHER PART OF THE ELECTRICAL, MECHANICAL, OR GROUNDING. OUTLET BOX ACCESSORIES SHALL BE PROVIDED AS REQUIRED FOR EACH INSTALLATION. PROVIDED. SERIES COMBINATION RATINGS SHALL COVER ALL TRIP RATINGS OF INSTALLED FRAMES. IT ...J ARCHITECTURAL WORK, ALL REDESIGN SHALL BE PREPARED BY THE CONTRACTOR AT HIS OWN SHALL STATE THE CONDITIONS OF THE UL SERIES RATINGS INCLUDING: SIZE AND TYPE OF UPSTREAM EXPENSE AND SUBMITTED FOR THE APPROVAL OF THE ENGINEER. ALL ADDITIONAL WORK MADE 3. ALL OUTDOOR BOXES AND WIREWAYS SHALL BE CONSTRUCTED OF PLASTIC. DEVICE; BRANCH DEVICES THAT CAN BE USED; UL SERIES SHORT-CIRCUIT RATING NECESSARY BY THE SUPSTITUTION SHAD_ BE PROVIDED WITHOUT EXTRA COST. 4. CEILING BOXES FOR SUSPENDED LIGHT FIXTURES OR CEILING FANS SHALL BE CONSTRUCTED OF 4. BUS BARS FOR THE MAiN AND CROSS CONNECTORS SHALL BE COPPER IN ACCORDANCE WITH UL 13. UPON REQUEST, PROVIDE COPIES OF MATERIAL SAFETY DATA SHEETS (MSDS) FOR ANY MATERIALS PHENOLIC WITH STEEL BAR HANGERS, USTED TO SUPPORT 50 LBS (MINIMUM) AND FOR USE IN TWO STANDARDS. BUSING SHALL BE BRACED THROUGHOUT TO CONFORM TO INDUSTRY STANDARD O USED IN THE WORK AND NOT SUPPLIED BY THE OWNER. MSDS SHEETS SHALL BE PROVIDED BEFORE HOUR FIRE-RATED CEILINGS. PRACTICE GOVERNING SHORT-CIRCUIT STRESSES iN LOADCENTERS. BUS BARS SHALL BE MOUNTED TO DELIVERY OF MATERIALS TO THE JOB SITE. A RIGID METAL BACKPAN. 5. BOXES FOR OUTDOOR OUTLETS SHALL BE WEATHER PROOF PLASTIC WITH EXTRA DUTY IN-USE V 14. ALL WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE TRADE. ALL WORKMANSHIP SHALL COVERS AS MANUFACTURED BY TAY-MAC OR EQUAL. 5. NEUTRAL BUS SHALL HAVE A SUITABLE LUG FOR EACH OUTGOING FEEDER REQUIRING A NEUTRAL PRESENT A NEAT AND FINISHED APPEARANCE. COMPLY WITH NECA RULES WHEREVER POSSIBLE. CONNECTION THAT IS THE SAME AMPACITY AS THE BRANCH CIRCUIT. SECTION 16143 - TIRING DEVICES � L 15. PROTECT THE BUILDING, ITS CONTENTS AND ALL NEW WORK AGAINST DAMAGE FROM ANY SOURCE 6. ALL CIRCUIT BREAKERS SHALL BE OPERATED BY A TOGGLE-TYPE HANDLE. MULTI-POLE CIRCUIT (V UNTIL FINAL COMPLETION AND ACCEPTANCE BY THE OV NER. REPAIR OR REPLACE ANY DAMAGED 1. GENERAL PURPOSE DUPLEX RECEPTACLES SHALL BE RESIDENTIAL GRADE, TAMPER-RESISTANT, BREAKERS SHALL HAVE AN INTERNAL COMMON TRIP MECHANISM. THE CIRCUIT BREAKERS SHALL WORK AT NO COST TO THE OWNER. 2-POLE, 3-WIRE, GROUNDING TYPE, RATED 15 AMPERES, 125-VOLTS, NEMA CONFIGURATION 5-15R, INCORPORATE TRIP MECHANISMS THAT ARE MECHANICALLY TRIP-FREE FROM THE HANDLE. THE r" HUBBELL RRI5STR OR APPROVED EQUAL. HANDLE POSITION SHALL PROVIDE VISUAL TRIP INDICATION. BREAKERS SHALL BE SWD RATED "� 16. AT ALL TiMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH. AND/OR HACR RATED AS REQUIRED. 2. INDOOR GROUND FAULT DUPLEX RECEPTACLES SHALL BE RESIDENTIAL GRADE, TAMPER-RESISTANT, 17. PROVIDE ALL RIGGING, SCAFFOLDING, LADDERS, AND OTHER EQUIPMENT REQUIRED FOR THE 2-POLE, 3-WIRE GROUNDING TYPE, RATED 15 AMPERES, 125 VOLTS, NEMA CONFIGURATION 5-15R, 7. ALL TERMINALS SHALL BE LISTED FOR USE WITH COPPER OR ALUMINUM CONDUCTORS. TERMINALS QJ 4 INSTALLATION OF THE WORK. HUBBELL GFTR15, OR APPROVED EQUAL. SHALL BE OF THE BOX-LUG OR CLAMP TYPE DESIGN. THE TERMINALS SHALL MEET UL 486B Ln REQUIREMENTS AND SHALL BE SUITABLE FOR USE WITH 75'C WIRE. > p 18. ESTABLISH CLEARANCES REQUIRED TO DELIVER AND INSTALL ALL EQUIPMENT. IF STRUCTURES OR 3. OUTDOOR GROUND FAULT DUPLEX RECEPTACLES SHALL BE RESIDENTIAL GRADE, WEATHER-RESISTANT CU " EQUIPMENT MUST BE ALTERED TO PROVIDE PASSAGE, RESTORE STRUCTURES, EQUIPMENT AND AND TAMPER-RESISTANT, 2-POLE, 3-WIRE GROUNDING TYPE, RATED 15 AMPERES, 125 VOLTS, NEMA 8. PROVIDE A BRANCH CIRCUIT BREAKER WITH SHUNT TRIP WHERE INDICATED ON THE DRAWINGS. V) J ,� SYSTEMS TO THEIR ORIGINAL CONDITION. CONFIGURATION 5-15R, HUBBELL GFR5262SG, OR APPROVED EQUAL. L L 9. PROVIDE ARC FAULT CIRCUIT INTERRUPTERS (AFCI) OR ARC FAULT CIRCUIT INTERRUPTERS WITH �: 19. MAKE A COMPLETE INSPECTION OF ALL THE ELECTRICAL WORK AFTER COMPLETION OF THE PROJECT. 4. WHERE MULTIPLE GROUND FAULT RECEPTACLES ARE SHOWN ON THE SAME CIRCUIT, IT IS PERMITTED GROUND FAULT CIRCUIT INTERRUPTION (AFCI W/GFCI) WHERE REQUIRED BY THE NEC. THE BREAKER PERFORM TESTS IN COMPLIANCE WITH EACH EQUIPMENT MANUFACTURER'S TEST PROCEDURES AND TO USE MULTIPLE GENERAL PURPOSE DUPLEX RECEPTACLES, CONNECTED TO THE LOAD TERMINALS SHALL PROVIDE PARALLEL ARC DETECTION AND PROTEC11ON IN ADDITION TO OVERLOAD AND a' THE ACCEPTANCE LEST STANDARDS OF THE INTERNATIONAL ELECTRICAL TESTING ASSOCIATION OF ONE GROUND FAULT RECEPTACLE. SHORT-CIRCUIT PROTECTION. AFCI BREAKERS SHALL BE 'CLASSIFIED FOR MITIGATING THE EFFECTS ,.� '� V (NETA). PROVIDE ALL INSTRUMENTS, METERS, WIRING, PERSONNEL, ETC., REQUIRED FOR TESTING. OF ARCING FAULTS'OR CONFORMING TO UL STANDARD 1699 AND AS DEFINED BY ARTICLE 210-12 .�.".i 3 C13 5. INDOOR USB DUPLEX RECEPTACLES SHALL BE RESIDENTIAL GRADE, TAMPER-RESISTANT, 2-POLE, OF THE NEC. QO L 20. AFTER ALL ADJUSTMENTS AND TESTS HAVE BEEN COMPLETED, CLEAN ALL PARTS OF THE 3-WIRE, GROUNDING TYPE, RATED 15 AMPERES, 125 VOLTS, NEMA CONFIGURATION 5-15R WITH TWO .1- Lf) INSTALLATION, INCLUDING INTERIORS OF BOXES, CABINETS AND EQUIPMENT ENCLOSURES. CLEAN USB 2.0, TYPE A CHARGING PORTS RATED FOR 3 AMPS (MINIMUM) AT 5 VOLTS DC, HUBBELL 10. MAiN CIRCUIT BREAKERS SHALL BE A MOLDED CASE DESIGN. MAIN BREAKERS UTILIZING 4-POLE °Od.. LIGHTING FIXTURE LENSES AND REFLECTORS WITH ANTi-STATIC DETERGENT TO ENSURE RATED USB15A5, OR APPROVED EQUAL. BUNDLED MAINS ARE NOT PERMITTED. SINGLE-PHASE MAIN BREAKERS 200 AMPERES AND LESS z O OUTPUT. SHALL HAVE ASIDE-TO-SIDE TOGGLE MECHANISM ALLOWING FOR TOP OR BOTTOM MOUNTING. 6. DRYER OUTLETS SHALL BE RATED 30 AMPERES, 125/250 VOLTS, NEMA CONFIGURATION 14-30R 21. REFER TO THE ARCHITECTURAL DRAWINGS FOR FIRE RATING OF ALL STRUCTURES. PROVIDE UL (3-LIRE GROUNDING), WITH FLUSH WALL PLATE, HUBBELL RR430 OR EQUAL. 11. LOADCENTER SHALL HAVE NEMA 1 GENERAL PURPOSE OR NEMA 3R RAINPROOF ENCLOSURES AS Drawn by. LISTED FIRE-STOPPING SYSTEMS FOR ALL PENETRATIONS OF FIRE-RATED WALLS, CEILINGS AND INDICATED ON THE DRAWINGS AND SHALL BE COMBINATION FLUSH/SURFACE MOUNTED EXCEPT DFW FLOORS. 7. RANGE OUTLETS SHALL BE RATED 50 AMPERES, 125/250 VOLTS, NEMA CONFIGURATION 14-50R WHERE NOTED. BOXES SHALL BE MADE FROM COLD ROLLED CODE GAUGE GALVANIZED SHEET STEEL (3-NnRE GROUNDING), WITH FLUSH WALL PLATE, HUBBELL RR450 OR EQUAL. HAVING MULTIPLE KNOCKOUTS EXCEPT WHERE NOTED. RAINPROOF BOXES SHALL USE GALVANIZED Checked by. SECTION 16110 - CONDUIT SYSTEMS STEEL OR AN APPROVED COATING SYSTEM WHICH MEETS OR EXCEEDS STANDARDS FOR OUTDOOR JLS 8. SINGLE-POLE TOGGLE SWITCHES SHALL BE RESIDENTIAL GRADE, QUIET TYPE RATED 15 AMPERES, 120 TYPE NEMA 3R ENCLOSURES. BOXES SHALL BE OF SUFFICIENT SIZE TO PROVIDE AT LEAST A 1. USE UQUID-TIGHT FLEXIBLE METALLIC CONDUIT FOR CONNEC11ON TO MOTORS AND OTHER EQUIPMENT VOLTS, 60 HERTZ, HUBBELL RS115, OR APPROVED EQUAL. MINIMUM CODE GUTTER SPACE ON ALL SIDES. WHICH PRODUCES OR TRANSMITS VIBRATION OR NOISE, UNLESS THE MOTORS OR EQUIPMENT ARE Date: MOUNTED ABOVE SUSPENDED CEILING. PROVIDE SUITABLE EQUIPMENT GROUNDING CONDUCTOR FOR ALL 9• THREE-WAY TOGGLE SWITCHES SHALL BE RESIDENTIAL GRADE, QUIET TYPE RATED 15 AMPERES, 120 12. LEGENDS, APPROXIMATELY ONE-INCH SQUARE, SUITABLE FOR MARKING BY PEN OR PENCIL SHALL BE 06/22/2021 CONNECTIONS. UQUID--TIGHT FLEXIBLE METAL CONDUIT SHALL BE CONSTRUCTED OF SINGLE STRIP, VOLTS, 60 HERTZ, HUBBELL RS315, OR APPROVED EQUAL. PROVIDED NEXT TO EACH BREAKER POSITION. FILL IN WITH THE NAME OF THE LOAD SERVED. FLEXIBLE, CONTINUOUS, INTERLOCKED AND DOUBLE-WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE Drawing Title: AND COATED WITH LIQUID-TIGHT JACKET OF FLEXIBLE POLYVINYL CHLORIDE (PVC). FITTINGS SHALL BE 10. FOUR-WAY TOGGLE SWITCHES SHALL BE SPECIFICATION GRADE, QUIET TYPE RATED 15 AMPERES, 120 13. TRIMS SHALL BE BONDERIZED AND FINISHED WITH MEDIUM LIGHT GRAY ANSI 61 ENAMEL. THE FINISH UQUID-11GHT COMPRESSION TYPE. VOLTS, 60 HERTZ, HUBBELL RS415, OR APPROVED EQUAL. PAiNT SHALL BE OF A TYPE TO WHICH FIELD APPLIED PAINT WILL ADHERE. 2.FITTINGS SHALL BE THREADED TYPE OF GALVANIZED MALLEABLE IRON CONSTRUCTION. 11. WALLPLATES SHALL BE FOR SiNGLE WIRING DEVICES OF TYPES, SIZES AND WITH GANGING AND 14. PROVIDE LOCKING DEVICES FOR CIRCUIT BREAKERS WHICH ARE TO BE KEPT IN LOCKED POSITION. ELECTRICAL SPECIFICATIONS CUTOUTS AS REQUIRED. WALLPLATES SHALL BE STANDARD SIZE, NYLON. FOR ALL CIRCUIT BREAKERS SERVING RANGES (WHETHER CORD-AND-PLUG CONNECTED OR HARD 3.USE SCHEDULE 40 PVC CONDUIT FOR ALL GROUNDING CONDUCTORS AND OTHER SPECIFIC USES AS WIRED) OR OTHER HARD WIRED APPLIANCES, PROVIDE PADLOCKING OR OTHER PROVISIONS TO LOCK INDICATED BY THE DRAWINGS. HEAVY WALL PVC CONDUIT SHALL BE SCHEDULE 40, 90 DEGREES C, UL 12. MODEL NUMBERS ABOVE ARE INCOMPLETE AND NOT INTENDED TO INDICATE DEVICE COLORS. THE THE CIRCUIT BREAKER IN THE "OFF" POSITION. RATED, CONSTRUCTED OF POLYVINYL CHLORIDE AND CONFORMING TO NEMA TC-2 FOR DIRECT BURIAL COLOR OF ALL WIRING DEVICES AND WALL PLATES SHALL BE SELECTED BY THE ARCHITECT. OR NORMAL ABOVE GROUND USE. FITTING SHALL BE OF THE SOLVENT WELD TYPE. CONDUITS SHALL BE 13. PROVIDE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR CONNECTION FOR ALL WIRING DEVICES, Drawing Number: SUPPORTED NTH NON-METALUC DEVICES. µ UNLESS OTHERWISE INDICATED. 4.MINIMUM SIZE CONDUIT UNLESS OTHERWISE INDICATED SHALL BE 3/4-INCH TRADE SIZE. ALL CONDUITS 14. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING FOR ELECTRICAL CONTINUITY AND FOR WHICH ARE TO REMAIN EMPTY SHALL BE PROVIDED WITH A NYLON PULL LINE. CONDUITS SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE AND SHALL NOT BE ATTACHED TO THE SHORT-CIRCUITS. 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