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44868-Z
�o�g�FFOk oG Town of Southold 6/16/2022 y� P.O.Box 1179 N x 53095 Main Rd vo4� �ao� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43166 Date: 6/16/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1600 Hillcrest Dr, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2020 pursuant to which Building Permit No. 44868 dated 6/15/2020 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 unfinished basement, covered entry, deck,attached storage shed and attachedag_rage as applied for. The certificate is issued to 1600 Hillcrest Dr LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0005 5/27/2022 ELECTRICAL CERTIFICATE NO. 44868 5/26/2022 PLUMBERS CERTIFICATION DATED 6/5/2022 Je Lauback t ori Signature �oSUfFUIK p Town of Southold 10/14/2022 P.O.Box 1179 v _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43166 Date: 6/16/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1600 Hillcrest Dr, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/13/2020 pursuant to which Building Permit No. 44868 dated 6/15/2020 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 entry, deck, attached storage shed and attached garage as applied for. 10/14/2022-corrected to add finished basement only The certificate is issued to 1600 Hillcrest Dr LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0005 5/27/2022 ELECTRICAL CERTIFICATE NO. 44 5/26/2q;2 PLUMBERS CERTIFICATION DATED 6/5/2022 Je rey back Autori d S' ature TOWN OF SOUTHOLD �OgUFFOIIre, BUILDING DEPARTMENT TOWN CLERK'S OFFICE • �� 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#: 44868 Date: 6/15/2020 Permission is hereby granted to: 1600 Hillcrest Dr LLC 718 Wiggins St Greenport, NY 11944 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: ' 1600 Hillcrest Dr, Orient SCTM # 473889 Sec/Block/Lot# 13.-2-8.23 Pursuant to application dated 1/13/2020 and approved by the Building Inspector. To expire on 12/15/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,612.00 CO -NEW DWELLING $50.00 Total: $3,662.00 ui pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. .For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: (f Old�orl Pre-existing Buildings: (check one) Location of Property: 1(Q(�d f 1 1&re's �U House No. Street Hamlet Owner or Owners of Property: 1�� ►��G✓es ��l UL' LLC/ - Suffolk County Tax Map No 1000, Section ��� Block le;_ Lot R, 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: "11 (check one) Fee Submitted: $ ) lO pl' an Signature o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviinttown.southold.ny.us Southold,NY 11971-0959 COU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1600 Hillcrest Dr LLC Address: 1600 Hillcrest Dr city,Orient st: NY zip: 11957 Building Permit#: 44868 Section: 13 Block: 2 Lot: 8.23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: 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 102 Ceiling Fixtures 34 Bath Exhaust Fan 5 Service 3 ph Hot Water 30A GFCI Recpt 20 Wall Fixtures 18 Smoke Detectors 7 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 72 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt 50A Ceiling Fan 4 Combo Smoke/CO 6 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 112 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, 3- Gas FP, Fridge, 2-DW, Double Oven, Gas Cooktop, W/D, 200A Panel 40 Circuit/40 Used, 100A Sub Panel 24 Circuit/ 19 Used Notes: New Two Story w/ Finished Basement Inspector Signature: r Date: May 26, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road. ^- Fax(631)765-9502 P.O.Box 1179 _ Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD E C JUN 0 6 2 02 BUILDING' -:N f: -rowN OF SO'i9THOLD C E R.T I F:I C AT I.O_N Date: _ - co Building Permit No. Owner: 1 ®x) t Gres+ (Please print) :...: .Plumber: (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) �-h Sworn to before me this day of It O-C— , 20 a a• Notary Public,. U-F-01,Cs unty' TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,202 laF SO!/JyO6 # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I=NSPECTION [ ] 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 REMARKS: ovA/ DATE INSPECTOR so�ly° # TOWN OF SOUTHOLD BUILDING DEPT. °`y nu�rn ''ice 765-1802 INSPECTION = [ UNDATION 1ST [ ] ROUGH PL13G. [ „ 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 REMAR : y>"f li�Dv wtow I rTA t,0&4+0-h _S(IVV�q b VI DATE INSPECTOR of soblyO * # TOWN OF SOUTHOLD BUILDING DEPT.- 7 65-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] OUNDATION 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 REMARKS: DATE a� �a'� INSPECTOR SOUIy°� �f * # TOWN OF SOUTHOLD BUILDING DEPT. 111�����• 765-1802 1--NSPECTION [ ] FOUNDATION IST - [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE°& CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR V 1/✓ o�aI SOGT�O * # TOWN OF SOUTHOLD -BUILDING DEPT. `ycourm��' 765-1802 INSPEC7] ROUGH ION: [ . ] FOUNDATION 1 ST PLBG. [ ] FOUNDATION-12ND- ' [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] 7fIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ovi ( v DATE INSPECTOR k"AUMAn kVl'l' SO//ly� - # # TOWWOF SOUTHOLD BUILDING DEPT. G Q 765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ ROUGH PL13G. - [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK opl � DATE INSPECTOR ` - llll TOWN OF SOUTHOLD BUILDING DEPT. �`y�nu►m��' 765-1802 INSPEC ION [ ] FOUNDATION 1ST OUGH PLBG: [ ] FOUNDATION 2ND ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA 7 6 r to m 1_ DATE Il 2D INSPECTOR SOUTy�� * # TO*N F SOUTHOLD BUILDING DEPT. courm, 765.1802 -.Y INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -"FOUNDATION 2ND [ ] INSULATIOWCAULKING M - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [: ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: � � DATE 10 Lq INSPECTOR pFSOUTy� # * TOWN OF,SOUTHOLD-BUILD�NG DEPT. 765-1802 INSPEC ., ON [ ] 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 REMARKS: 4SW - DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: mbft/ Sp �x ote-4 -7-6 vflrA� DATE $ INSPECTOR �14 94 9 OF SOOT # # TOWN OF SOUTHOLD BUILDING DEPT. comm, 631-765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: ` ` -�'� n_fllfykg. , Mre ',� ��- Cia( �JA oVTOL N 1 ��� fir , -� 3 �� n Aleel l eo 1 DATE 5 I INSPECTOR C 50(/l 1100O#1ll�ref pF # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou631-765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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:' NAr'V wA-I� fdzJ56T21C -0 K DATE Z Z?i INSPECTOR OF SOUTyo� # # TOWN-OF SOUTHOLMBUILDING-DEPT.- °`ycourmN�' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] "'I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE,& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O REMARKS: (1� It � lV�, G ,P/rtSl`0✓I 44 `(�✓N1 4v✓ s DATE INSPECTOR . 2015 IECC Energy Efficiency Certificate Insulation Rating - Above-Grade Wall 23.59 Below-Grade Wall 73.59 - - Floor 0.00 I. `• x�k Ceiling/Roof 38.00 - * ' Ductwork(unconditioned spaces): - Glass&Door Window 0.35 0.35 Door 0.28 0.27 s. r< Skylight 0.41 0.25 Heating&Cooling Equipment Efficiency ,# Heating System: ,C 6 Cooling System: tt At -5+Ar M_ / Water Heater: 11eeM C IJ - - 4 „ Name: ,C4 F L A. a-k. ! , Date: (o bcb3 Comments ENERGY EFFICIENCY CERTIFICATE �µ I address' J WO It Gro5i 06, j t) m1 ,'p Ci[y: (-1 E.yT State: Zip Code:9 5 ' Residential Compliance Path (Only one shall apply( Prescriptive R ❑ Prescriptive UA ❑ Prescriptive U ❑ Performance ❑ Y . ERI ❑ Index: CpmQonent Values ' Ceibng Ra U-value: Wood Frame Wap R or U-value: Mass Wall R wUvalue: Floor R w Uvalue o Basement Wall R value: Slab R-value: y) Gawl Space R-va aloe: �. fenestration U{Mor. �:.`s Skybght U Factor: Ducts Outside of .++' 7hermal Envelope R-value:Supply R$M__� DL1 R-6 C,Building Envelope Air leakage: r Duct system Air Leakage: Air Woes Per Floor:Duct "..' Rough In Testi CFM Per 100 Ra: I ng:❑ Post Cwutruction TestiM-1 Heating systemEfficiency: w/, Cooling System ERidenc, q — rt WWI � 3 Walef IMatlng EffvJency, Gas Fired Unvented Room Healer: Mmar ` r Electric Fwnuce: ❑ f:v Baseboard Electric Heat:❑ — This CeRl/koreh hosed — '/ • won7a7slnrmorwnprcnera, I ps Amewkd py rhe7017 Unll,o,,Code Supp/ This r14Ykpfe shag be posted on Or in fine JE o i 1 5 ani 1 1 J a ' , C 1ECC E—gc f1�c,.-Yc.dd are t� IN L r WA '1t 1 ssxs .ilrs 1 1. VN • .� i. it IL • �� .. w`fir+► ,� ♦ ., � • ' r F • - • to + i • Sf • '• f .. �l J � � •3 l � � tai r � •'3 � �� til, � t � � �� ���• �•t' '�'. �r r1i•ryp�•���(.�iFy�"s+'„ • .� ' R ��f� .•. R ( `\.0+ �. •4���,I�tl, .i '.1 ♦ 1. � � ti Y �e ti P. v • r t 1 i �I k - _ - r t IV 'r sem• � - -�`''�, 0 Y x .� sr � /°�." ._ 'j �� � � .� � � � .. � �► _ �.,� �` � 1 `' � �� �' ,' �. . -° , . .Y�f:.. � { .4 �r --+w+�c..�. r� -�, ..s �, � �. ��r.r , � � � _, ,' `sem /������ ��ff Retrotec rCloud Quality Assurance Report Resnet 380 Single Point Blower Door Test PASS Your Result: 2.90 ACH50 (3191.94 CFM50*60/66000 ft') Target <= 3 ACH50 Test Information Test Name 1600 hillcrest dr orient point 11957 Test Date 2022-05-14 09:47 AM (UTC-4) Export id 19KKACA4 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989Cgmail.com Building Information Address 1600 Hillcrest Dr City Orient Point State NY Zip/postal Code 11957 Country United States Year Constructed 2022 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.154823,-72.288988 GPS validation Latitude/Longitude: 41.154822,-72.289043:Accuracy 82 ft Estimated Distance From Address 11 ft 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 62°F Pre-test Outdoor Temperature 68 OF Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 6600 ftZ Volume 66000 ft3 JUN P,h 2022 TOWN OF SOt THOLD 1 Retrotec rCloud Test Results Summary Test Type P2.902 gle Poin Blo r Door Test Time Averaging Air Changes Per Hour Induced House Pressure Corrected Flow 1 50 Pa Adjusted Flow . @ 50 Pa Intercept 228.208 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline 0.36 Pa Depressurize Results Air changes at 50 Pa, n50 2.6380/hr Air leakage rate at 50 Pa, q50 2901.76 CFM Effective leakage area at 4 Pa, EfLA 4 159 int Specific effective leakage area (floor) at 4 Pa, ELAF4 0.0242 in2/ft2 Normalized leakage area at 4 Pa, NLA 4 0.0319 Baseline Pressure, Initial (Pa) -0.3 -0.1 0 0 0 0.3 0.5 0.8 1.1 1.3 Average baseline, initial A P of 0.36 A P oi- -0.2 A P oi+ 0.5 Baseline Duration 13 seconds Building pressure (Pa) -50.38 Induced pressure (Pa) -50.74 Fan Pressure[5000-A] (Pa) 101.55 Total flow qr(CFM) 2918.98 Measured flow qm (CFM) 2897.03 Total flow through envelope,qenv(CFM) 2930.34 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept,Cenv 228.265 228.265 228.265 Intercept,CL 228.208 228.208 228.208 Slope,n 0.650 0.650 0.650 2 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 Open 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. 3.2.16. Plumbing drains with empty -traps shall be sealed or filled with water. Confirmed 3.2.17. Vented combustion appliances shall remain off or in"pilot only" mode for the Confirmed duration of the test. 3 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.) 4 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters - 131 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 50 131 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= (AxFP3) + (BxFPz) + (C x FP) + D +((G- RP) x F) 5 Retrotec rCloud Test Results Summary Test Type 43191.9 380 Si le Point Blower Door Test Time Averaging onds Air Changes Per Hour Induced House Pressure Pa Corrected Flow 6 M Q 50 Pa Adjusted Flow CFM Q 50 Pa Intercept228. 8 � � � Slope Iu/ 15 Test Results _ MAY 2 5 202 � Test Data Set 1 �qi'-'4`,/'� °4 ��Jt1�: Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline 0.36 Pa Depressurize Results Air changes at 50 Pa, n5o 2.6380/hr Air leakage rate at 50 Pa, qso 2901.76 CFM Effective leakage area at 4 Pa, EfLA 4 159 int Specific effective leakage area (floor) at 4 Pa, ELAR 0.0242 in2/ft2 Normalized leakage area at 4 Pa, NLA 4 0.0319 Baseline Pressure,Initial Pa -0.3 -0.1 0 0 0 0.3 0.5 0.8 1.1 1.3 Average baseline,initial AP 01 0.36 AP 01- -0.2 AP 01+ 0.5 Baseline Duration 13 seconds Building pressure (Pa) -50.38 Induced pressure (Pa) -50.74 Fan Pressure[5000-A] (Pa) 101.55 Total flow qr(CFM) 2918.98 Measured flow qm (CFM) 2897.03 Total flow through envelope,genu(CFM) 2930.34 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept,Cenv 228.265 228.265 228.265 Intercept,CL 228.208 228.208 228.208 Slope,n 0.650 0.650 0.650 P� 2 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 Open 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-found position). 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 open position). 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. 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17. Vented combustion appliances shall remain off or in°pilot only° mode forthe Confirmed duration of the test. 3 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. 4 Retrotec rCloud Quality Assurance Report Resnet380 Single Point Blower.Door Test PASS Your Result: 2.90ACH50 (3191.94CFM50*60/66000W) Target<= 3 ACH50 Test Information Test Name 1600 hillcrest dr orient point 11957 Test Date 2022-05-14 09:47 AM (UTC-4) Export id 19KKACA4 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmaii.com Building Information Address 1600 Hillcrest Or City Orient Point State NY Zip/postal Code 11957 Country United States Year Constructed 2022 Elevation 20 ft Address Verified? Yes Building Latitude,Longitude 41.154823,-72.288988 GPS validation Latitude/Longitude: 41.154822.-72.289043;Accuracy: Estimated Distance From Address 11 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM3210A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 62°F Pre-test Outdoor Temperature 68 OF Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 6600 ft2 Volume 66000 ft3 1 FOUNDATION(IST) FOUNDATION (2ND LIUMERA ROUGH FRAMING& �I PLUMBING &7&0 r �LJOE rMUMMaill INSULATION PER N.Y. STATE ENERGY CODE I VA M- A!Wl 1! 1 . W ' ADDITIONAL tat �W . /_• �' s TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 611,5 20 0? Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 200 Yvfai-t-tm. Disapproved a/c �7 Phone:&.1 - 7 / —© Expiration ,20 Building N7= r APPLICATION FOR BUILDING PERMIT . JAN 13 2020 / 3 ) 20 ,16Date INSTRUCTIONS a. This application MUST'be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule., b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance 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, or 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 authorized inspectors on premises and in building for necessary inspections. S ig6dre of applicant or name,if a corporation) N w lit' (ee_t,015 T N y 1 l q qy (Mailing address o applicant State whether applicant is eow rer, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ( 00 x-1111 G re S House Number Street n Hamlet County Tax Map No. 1000 Section �� Block : Lot ' a3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ®,e✓1 )8 b. Intended use and occupancy_5 ( otr lie J$As I ✓Ll�. 3. Nature of work(check which applicable): New Buildingy Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 775T)t O ° Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars GL 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories , a. Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 3 Name of Former Owner e rte! >'�tJ bc,c L 11. Zone or use district in which premises are situated " 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES f/ NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises, A�jbc-.e� Address 7)D W 153"J 5� Phone No.CoIV 77y a3% Name of Architect�A M'es 64&4S AddressZAt rV h vim— H y Phone No T j q g N) '-/7q3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O&FC) ) Lau being duly sworn, deposes and says that(s)he is the applicant (Name o(i dividual signing contract) above named, (S)He is the nwnr_�z._ (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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo n to before me thi day of L 20_010 lic0 Y L. DWYER Notary Pub NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 &— BUILDING DEPARTMENT-Electrical Inspector 2020TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 G DEPT- ' EDTeIe hone 631 765-1802 - FAX 631 765-9502 roQerrCaseand(csoutholdtownny.c>iov. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: o ay)an) Company Name: a Name: eC r i M I S ce License No.: A O - email: Address: 1 W ►,15 ('e�✓I. 1�. °1 Phone No.: [q7 7q 0,� L?,I- 7 4 '11 JOB SITE INFORMATION (All Information Required) Name: 81clre s+_ 'Dr. LLC Address: IL6QcS 4 S 1 e✓++- ® . - S Cross Street: f,u�, o c Phone No.: 4, 11 --77q „ BIdg.Permit#: email: I : RobQ c- MAN Tax Map District: 1000 -Section: Block: Lot: ' BRIEF DESCRIPTION O,F`—WORK (Please Pript Clearly) s4x) rrptm e �"�d�l� �O Y.� 5 \"� ��9✓gre.e�� ® .tel Circle All That Apply: Is job ready for inspection?: YES� h In Final Do you need a Temp Certificate?: (D' NO Issued T.1(P-ao Temp Information: (All information required) Service Size Q5) 3 Ph Size: - Lc -A # Meters - Old Meter# ew Service Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Undergroun aterals 1 2 H Frame Pole Work done on Service? Y N nformation: . t _ PAYMENT-DUE WITH APPLICATION �O `�- Request for Inspection Form,xls t BUILDING DEPARTMENT- Electrical Inspector 6 20TOWN OF SOUTHOLD 1, Town F1aII.Annex =54375 Main Road - PO Box 1'179-` ` Southold, New York;1,1971-0950 QDIE U � Tele hone 631 765-1802 - FAX'1(63 1 765=9502 ,rogecrOsoutholdtownny dlav-. ....�..seandCa�so:utholdtouvnny..gov. . . . .. ... : ILFAN-FOR E—LECTRf_CA IN�SPE®_CT00 I; ';. ELECTRICIAN INFORMATION (All Information Required) Date: ' 1,9,6Company Name: p . f eS - -_=—_--- _ i�. I-L Name: _. .. . - License No.: email: . o�-a� Address: 1 . .W _ �.� - _`-40 1� --- _ _ Phone No.: ._ 7q 0,5-8'x:, _ --- - _ . - .......... -- - - -------- - ........ .. ... JOB SITE INFORMATION (All)nformation Required) , {Name. .1. - •,; La-`A PERMIT# Address: 5w it S � r Outlets A . I :W f Surface „ uu ft `its - , is - ,v .f F .ns -HW 3ttt st- Oven _.; �u C , ..: .. ..:.. Smr�kes_ .�' �..�rv. �. ice. - - ;:�arbon.; - ni _ e !a' < £'. AH Mini 1 :n r S - e a -t a h•, •ecl 1• ;'�!„ -66M rents- d 'S L /� Ali /6,n �h arc7V`(� fv - C VA - , J,3 y •yr n � - , , , r — w I Scott A. Russell ,�a° STO]KAM[WA\T7E K SUPERVISOR 5� MANAGEMENT J SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTH OLD,NEW YORK 11971 'LTown of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE IF®ILILOWANG: Yes o (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. filling involving more than 200 cubic yards of material ❑[°�B. Excavation or within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Eg/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑LJ E. Site preparation within the one floodplain as depicted on FIRM Map of any watercourse. 40 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Dale: District NAME: 1 � m,�� �� Section Block Lot pp�� Q 17OR EUILDING DEPA TNIENI-1 U. 0NLY " Contact Information: -7 7 (/� V :rtlrpl�onr i u,rxfi Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 6200 141 1 I C�fe�S 1 �t<J� ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. I ��s7 ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP -TOS MAY 2014 APPLICANT: S.C.T.M. *: 1000 5w-QCHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) Q� \ I�' �/ r Stormwater Management Control Plan CHECK LIST NAME: C� �J1-- f�) sem Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Applil_ation. 7 �$ Date: / * The applicant must provide a Complete Explanation and/or Reason for not providing A/7 � all Information that has been Required by the following Checklist! �I dill L' Telephone Nun,bcr: 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTYES If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage, �0 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. i e. Limits of Clearing & Area of Proposed Land Disturbance. S1= f. Existing & Proposed Contours of the Site (Minimum z Intervals) 0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, h. Spot Grades & Finish Floor Elevations for all existing & O� proposed structures. 1. Location of proposed Swimming Pool and discharge ring. O0 j. Location of proposed Soil Stockpile Area(s). 0�0 k. Location of proposed Construction Entrance/Staging Area(s). � I. Location of proposed concrete washout area(s). 00 Ill. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all Impervious surfaces generated by a two(21 inch 0�0 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O0 d. Leach ing Structures (e. . infiltration basins,swal es, etc.) FOR. I.;.:NGINI: ERlNG DEP AR: IN.-IENT USE ONLY ='�*': � Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 1 , Telephone 631 765-1802 Town Hall Annex �*t+� ��� A ( ) 54375 Main Road '� + Fax(631-)765-9502 P. O. Box 1179 era x Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,.PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 3Q / Owner: 1 DO DC i' 6-4" LLC Location of Property: - 1100o o e'& Please take notice that the (check applicable line): I/ New commercial or residential structure 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 (check applicable 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) Floor and roof framing (FR) Signature: 1 Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 7402 East Broad Street Bladdick,Ohio 43004 Phone:614.322.7050 E! EMOEP :614.3227049 w aegltd.com Building consultants February 3, 2020 PROJECT: Project: Lauback Residence Address:1600 Hillcrest Dr. Orient, NY 11957 Engineer Project Number: 19221 Dear Amanda Nunemaker, The following is our response per your comments: Plumbing Comment#16: Sheet P4— Remove the code reference of the 2015 International Fuel Gas on bottom right and insert 2015 IRC. Response: Changed box notes to reference 2015 IRC. Comment#17: On P4, is that 4" line going to the sanitary system? (line goes to #8 on plans) Response: Yes, that line will connect to the new septic system. Sincerely, G� Dan Rhodes, P.E. Nunemaker, Amanda From: jeffrey Lauback <laubackj@gmail.com> Sent: Wednesday,June 24, 2020 12:06 PM To: Nunemaker,Amanda Subject: Re: Quick question �Tg•�wa"s�85?>ee,t�an.dMl�iv_ou,1.d�li!%e�to�tialie�i.ti�up=4'feet to-89°feet even uvi.th�he�ro'acJ� Sent from my iPhone >On Jun 24, 2020,at 11:53 AM, Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us>wrote: >You canFsubm.it an.-arne.rrded stor :m,- ater'�la�to sh a-i ow ll^storm-w.ater,will,be-maintained- Also,what was the original elevation of first floor level and what will it be after this change? >-----Original Message----- > From:jeffrey Lauback [mailto:laubacki@smail.coml >Sent:Wednesday,June 24, 2020 11:37 AM >To: Nunemaker,Amanda >Subject: Re:Quick question >Just so the first floor is even with the street. I just don't want any water to run toward the house and there is a lot of rock up there and it will minimize any extra rock to be excavated if we run into some boulders. :) >Sent from my iPhone >>On Jun 24,2020, at 11:05 AM, Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us>wrote: >>So you're not modifying the house in any way, correct? You're just simply building the approved house higher above grade/adding grade? >>-----Original Message----- » From:jeffrey Lauback [mailto:laubacki@gmail.com] >>Sent:Wednesday,June 24,2020 8:39 AM >>To: Nunemaker,Amanda >>Subject:Quick question >>Amanda I have a quick question I'm going over the drawings with my excavator and architect and we noticed that the finished floor is it 85 feet on the survey but the road is it 89. How much of an issue is it to raise the house so that the finished first floor is even with the road?We will still grade it to match the calculations for the exposure of the basement. Is that going to bean issue or something that needs to be resubmitted if we choose to go that way?Thanks >>Sent from my iPhone >>ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. a L�! SURVEY OF "` �/ —CESSPOOL LOT 21 Q� > MAP OF ` CIO � LOT 19 HILL CREST ESTATES ':` LOT 18 WELL OVER DWELLING1 150' SECTIn1�T ONE FILE No. 7218 FILED :UGUST 15, 1983 VACAN TEST HOLE No. 1 SITUATE CESSPOOL LOT 17 AS SHOWN ON FILED MAP VAU WELL OVER G150' ORT L�- ORIENT - CREST DRIVE N X'4� TOWN OF SOUTHOLD VACANT HILL SUFFOLK COUNTY, NEW YORK 197,�g' resss��.---- S.C. TAX No. 1000-13-02-8.23 ' ' SCALE 1"=40' TELCO BOX SFORMER y, X „ DNC. CURB °. SIC BOX P O JUNE 15, 2018 �( 83.35'30 E EBAR NOVEMBER 20, 2018 REVISE PER S.C.D.H.S. NOTICE OF 11/20/2018 N X �p JANUARYU25,28d200REEVISEDHOUSE LOCATION �d M N MARCH 17, 2020 REVISED PROPOSED HOUSE X 12 tl7A� AREA = 40,022 sq. ft. aZ4LOT Co o� 0.919 ac. \ aO �,�^ CERTIFIED TO: jj; o a' N T` y a STEWART TITLE INSURANCE COMPANY :. NG y KENSINGTON VANGUARD NATIONAL LAND SERVICES, LLC X Z Or X '°` •' ' ae.o r , 81:1 �A t` NOTES: t. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ' X 83,7 EXISTING ELEVATIONS ARE SHOWN THUS:AKX Q� Z 80.0 y 'p (000 o LZ EXISTING CONTOUR UNES ARE SHOWN THUS: ————KX———— N (-grt01 X ^` X::i::::ii:'i:::::i';i:':::: ' £ jr0a 2. REFER TO FILED MAP FOR TEST HOLE DATA. L :: .:. .•. ... P "�� " • """" V 3. MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,250 GALLONS. {`ij .. ....::::. 1033.:x.:.:.......:•:::::::::: �T(� 1 TANK: 10' DIA. 4.5' LIQUID DEPTH G•F — .4" * Dpp�j1=D': O 4. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 600 6 ft SIDEWALL AREA. O X78 3 i 6E;i:.:.::...`:":::•:::•::}:1T: C Q EARA .......�.... :.•...:. pRgp o 2 POOLS; 8' DIA. X I V DEEP e. OMr::::::: :: 2 ............. DRO .. .......N.:::............. .............................. ................... :.::::::.......... 3.0:;:: x':•'.• ::.`;: :`.:? L! A :�;::'F. L•8. � � �n PROPOSED SOX FUTURE EXPANSION POOL H fs �v W 7D a 85:O::ii?:.';:; •?::.?:::;:::::::::. O r 8 b .. . 6 <Y 14 p TEST HOLE DATA PROPOSED II'DIA. % 11' DEEP LEACHING POOL .. '. e ! ::•:•::•::•:::•:::.':::::. :::::::::i:::: ::::::..... (TEST SHOWN ON FILED MAP X X3..4 �.a L ' PROPOSED 2,250 GALLON SEPTIC TANK WIRE WRAPPED UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE SAND AND n Cv ,.,''.,"�.:. .;;�''•::: ' .:�:•�A / ROCK GABIONS SANDY Law GRAVEL FOR A DIAMETER 6' GREATER THAN THE LEACHING POOL (3' COLLAR) EXTENDING N DOWN INTO A MINIMUM 6' STRATA OF APPEASABLE SAND AND GRAVEL s I /IGEi�� � S. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ! v �:� : :• U? F0�1ON OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. c.,,�...�.:::.:I O "�'`''� ''" ��''"• '`.:'•::! e z� DNC•0•y� S. THERE ARE NO WETLANDS OR SURFACE WATERS WITHIN 150' OF SUBJECT PROPERTY. J GONSTRUGTION 0.ys• o YOF I ENTRA1dGE ' Ia 22.8X ��c� g`L 99 askti nNE sANO,urFm OF CLAY DRAINAGE SYSTEM CALCULATIONS: 0 G� VNO L� ROOF AREA: 2,275 sq. ft. ��.....{{ 2,275 s ft. X 0.17 = 386.75 cu. ft. tz) q� _�O �\� t c 386.75 cu. ft. 42.2 = 9.2 vertical ft. of 8' dia. leaching N a Q o' PU�P�P Oc 0.� WE11cF 13 PROVIDE (2) 8' dia. X 5' high STORM DRAIN POOLS Pool required - QpQ� P cF O EL 6.9 I , PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 00 °' Pte'" J ` R 01tV p� 76T M'EtLIXNM PECfED GROUND WA7F.�',v, 'OT • a �E �OG ° •4° 50'MIN. I "RPO BE SUFFICIENT ON S�'� TYPICAL STORMWATER UNIT 1 NEEP SE'11 SOFF HAY EWES AND/OR (TOPS TO BE TRAFFIC BEARING) oJNo SON N I SILT FENCING (NOT TO SCALE) GOC 6Dt�01 �^•yy �� ° I OR 6 i THIICK REINFORCED INLET FRAME GONG.COVER KHARi X63518 TYPE 8840) l c �.}��.�-- � FINISHED GRADE 7 .,.�,.c...a 1,_0. {y g 8'TRAFFIC BEARING SLAB SII N ! Q I 2! az.) C, t" r W PP3 , g �, ---------------------- I PIPE FROM ROOF GUTTERS 1'^!, �] r 11 ? t 6.,n. ,,r•,T�"-II ^� "'r'••. ,r..,,s.. O DoE^ 11W '+vi I O Z O tP Op f GT O O y E •c, 'c '„ ., ", a CRUSHED 3V4*— 1-1/Y STONE 0 { F y ... c ALL AROUND kE „O T ',Lu ~��"a J IL 1 HAY�NG AND/Oft Y 'a ,,, -• - � ''�•`'m � LEACHING RINGS Irk s r b . m REINFORCED PRECAST GONG. LIN PLAN VIEW 3.-0. 4000 PSI O 28 DAYS p mfn. 4' CESSPOOL _...-_. -.. ._.�....,......_.......a_....,..�..._._..,,.�^.:._.__,.,...d,.__....,...—.s..�.,v....- ., ROADISTI�GSE o 5 HAY B;AND/OR E To BE USED WHERE TOPSOIL IS NECESSARY FOR 1.NOTAREA CHOSEN FOR STOCKPILING OPERATIONS SILT FENC NG �NSIRUCfION FjfIRANCE FUSE OF GROUND WATER REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. COMPACTED 3/4 STONE BLEND TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE OR N.Y.S.D.O.T.APPROVED R.CA VEGETATIVE COVER, MULCH, N STABILIZATION TATIVEMEAS COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. FILL TO 18'MIN.AEKIVE ExisnNG PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH GRADE TO ALLOW FOR DRAINAGE _ .: a-•.^ ----•--^ "" """ `"'""" "^ STABILIZATION MEASURES SELECTED SHOULD BE PILE SHALL BE SURROUNDED WITH EITHER SILT CROSS SECTION �. •..,, ., _„r,..., r H-.n•^,:Y�...w• APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, FENCING OR STRAW BALES, THEN STABILIZED WITH C !';hr>r r c. •. ._.:e VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. TEMPORARY CONSTRUCTION ENTRANCE CyI;�TRu�.Ti�ie: t v.d�'. � `Y � � � SLOPE OR LESS (NOT TO SCALE) 1 STABILIZE ENTIRE PILE ...,.. C>:'.'iw.P WITH VEGETATION OR COVER 11, NL 141, %L �L -_..........,.....,„,,,,e...:---•-......,,......_ iiq 4- r, -'4 PREPARED IN ACCORDANCE WITH THE MINIMUM , V__, )_)5_00 C� r L J:.','.,x _ ;” �!^a STANDARDS FOR TITLE SURVEYS AS ESTABLISHED - BY THE LI.A.LS. AND APPROVED AND ADOPTED `Y `i `i' `1' `Y TFOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Ld t Tim ._. t A. ;• I°.,Ir :;.�v.>.e `Y `L ,4, `1 `Y `L `Lr- tt � - E""t;.q.T,.—{,' ,, ..„r`T .:.•, •¢a. i._\! �) W", �,.:A` PI e� ",�d'�:•ti�.. ,«..,.., ....-,..�..,...... '"".. • "� ., rt `.. 1`, e X41 p it jt� STRAW BALES OF SILT FENCE SOIL STOCKFfLE (NOT TO SCALE) r, ; i .a L I N.Y.S Lic. No. 50467 .:..,-,,......:.:..:.��. .- STEEL OR WOOD �•" UNAUTHORIZED ALTERATION OR ADDITION EXTRA STRENGTH FILTER FABRIC POST (TYP•) TO THIS SURVEY IS A VIOLATION OF REQ'D. WITHOUT WIRE MESH SUPPORT SECTION 7209 OF THE NEW YORK STATE Nathan ���� Taft ��� �®� ' 38' HIGH POLE (MAX.) 10' MAX. O.C. SPACING EDUCATION LAW. n III STEEL OR WOOD POST W/WIRE SUPPORT FENCE 6' MAX. D.C. SPACING COPIES OF THIS SURVEY MAP NOT BEARING FLOW W/0 WIRE SUPPORT FENCE = THE LAND SURVEYOR'S INKED SEAL OR A EMBOSSED SEAL SHALL NOT BE CONSIDERED V1 ''', '• TO BE A VALID TRUE COPY. Land CERTIFICATIONS INDICATED HEREON SHALL RUN •� ~_ ONLY TO THE PERSON FOR WHOM THE SURVEY ;:,.x•:�\ ;`' -�...'... IS PREPARED, AND ON HIS BEHALF TO THE ATTACH FILTER FABRIC SECURELY TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr. L.S. TO UPSTREAM SIDE OF POST LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI-TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout 4' % II' TRENCH W/COMPACTED SILT TO sxE DETAILS BACKFILL NOT PHONE (631)727-2090 Fax (631)727-1727 NOT TD NOES: SILT FENCE SHALL BE PLACED PARALLIL TO SLOPE CONTOURS TO THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS TRENCH DETAIL MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 (NOT TO SCALE) SEDIMENTORM SMALLENT BE DEPOSI EDVE SEDIMENT WIEN NECESSARY.TO AN AREA 1HAT WILL NOT ALLOW REMOVED ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 OFF—SITE TRANSPORT. 38-139A i LOT 19 SURVEY OF DWEWNG LOT f8 WELL OVER 150 LOT 21 VACAN MAP OF LOT f7 AS SHOWTEST HOLE No. I N ON RIED MAP HILL CREST ESTATES DWELLING SECTION ONE WELL OVER 150 IVF, N ORTK FILE No. 7218 FILED AUGUST 15, 1983 VpCpNt HILL CREST DRSITUATE 197 1 a' ORIENT icD BDx SFORIAER TOWN OF S O U T H O LD N 83.35'30" E °N C1f ° 1pB0X SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-13-02-8.23 N SCALE 1"=40' JUNE 15, 2018 LOT 2f I s G C NOVEMBER 20, 2018 REVISE PER S.C.D.H.S. NOTICE OF 11/20/2018 AUGUST 28 2019 UPDATE SURVEY Io CP JANUARY 25, 2%20 REVISE HOUSE LOCATION 1- 0 �+� MARCH 17, 2020 REVISED PROPOSED HOUSE APRIL 18, 2021 FOUNDATION LOCATION n I �^ U y AREA = 40,022 sq. ft. Z I DoT 0.919 ac. CERTIFIED TO: JL A STEWART TITLE INSURANCE COMPANY N15.7'-4 KENSINGTON VANGUARD NATIONAL LAND SERVICES, LLC u W 3 J ,5.7 14.0 � -n N� �G FOUNDATION � o x - z Ci wEA CA w 24.3' 0 15.7 \ Q .14 6 \ TEST ROLE DATA 0. GEST HOLE No. 1 AS SHOWN ON FILED NAP) EL 871W o' C+ \ YOP n SD a 14 Tay WIRE WRAPPED Z \; ROCK GABIONS waDr Lam V n � ti /) x, \ eE g9 os JNK .�y2• N`N FINE SMD,IAYBW OF CLAY °SN 00 �� B.ao' H ELEIEU TTµ Trn-E SU A. E UNSHED E By .AND APPR OPTED FO USEYOR TE LAND 0 1 50467 Sp CIO �� �Id n r w Y I V� ��_� O O 70 iA N.Y.S. Lic, No. 50467 f y r 11 uNAImTaR®ALTERATION OR ADDITION 11 w TO THIS SURVEY IS A" AMON OF SECTION O Z`„r 0 w Q i � EDUGTION209 lAW�THE NEW YORK STATE Na han Taft Corwin III Q Q EDUCES OF THIS SURVEY MAP NOT BEARING L O Q /J I I I/ 1 THE LAND SURVEYOR'S UNDO E C OR SI p �� To BE ADA�7RUE C*1f. BE CONSIDERED Land Surveyor OL7t11FicAnONS INDICTED HEREON SHALL RUN ONLY TO IS PREPARED�N HIS BEHALFWHOM ToTHEY Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY.GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND I' 70 THE ASSIGNEES OF THE LENDING INSTI— Title Surveys —Subdivisions — Site Plans — Construction Layout TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS THE EXISTENCE NRIGHT OF WAYS OFFICES LOCATED AT AW LING ADDRESS iT S OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 LOT 19 SURVEY OF LOT ,8 C LOT 21 MAP OF LOT Q 6 X022 HILL CREST ESTATES SECTION ONE BUILDING DEP FILE No. 7218 FILED AUGUST 15, 1983 CREST -DRIVE NORTH -TowN OF Sc.� SITUATE �p�ANs DILL CRE ORIENT 197.1>3' TOWN OF SOUTHOLD TELCO BOX SFORMER „ CONC. CURB 1I ELLCTRIC BOX C 83.3530 APPED SUFFOLK COUNTY, NEW YORK N E ' EBAR S.C. TAX No. 1000-13-02-8.23 I SCALE 1"=40' 1 I MR 011 JUNE 15, 2018 1\ LEACHING POOL 2NOVEMBER 20, 2018 REVISE PER S.C.D.H.S. NOTICE OF 11/20/2018 1 " O I 1 LEACHING Pool 1 I AUGUST 28, 2019 UPDATE SURVEY � JANUARY 25, 2020 REVISE HOUSE LOCATION �� • • Io �i i O MARCH 17, 2020 REVISED PROPOSED HOUSE __ APRIL 18, 2021 FOUNDATION LOCATION A� ___-------- r APRIL 10, 2021 FINAL SURVEY PAO�P DRIVEWAY UNDER CONUCnON� H IIF��o _ __ -- -t"� 0 AREA = 40,022 sq. ft. OI p`�� —_C 0 �ANpTKIC 115,8 m SONE OVER EN p 0.919 ac. O� I IRON A 'i C I COVER w 14.6'c 15.8'-jf g CLEANO� w 15.8' itA 0WELL 14.0' k,\ L4 68.4'— ——— 43.3' N SEPTIC SYSTEM TIE DISTANCES �I ------ FRAME w D W HOUSE o �, 2 STORY OW4744-" 7$ COVER HOUSE CORNER'A' HOUSE CORNER'B' 3. H CONC. WAIL .P Are a 29.7' h (>a SEPTIC TANK r wo 157 u w A OUTLET COVER 18.5' 36.5' 43.3' 14.9 \ CONC. WALL O LEACHING POOL 41.5' 53.5' II WOOD DECK COVER 1 WELL LEACHING POOL 51' 49.5' N \ COVER 2 rs W000 STEPS WIRE WRAPPED WELL TIE DISTANCES y F'T'I ROCK GA13IONS �J OR1 AI 1 \ HOUSE CORNER'C" HOUSE CORNER — —' ---------------� \ 1�0 m GRI` '- d� �E. WELL 71' 62' \ \ ops °mss°F a LOT 21 0 ��Y �y cE �gti 9 s c ca N F GC *—WELL 01 Loi PREPARED IN ACCORDANCE WITH!E,MINIM SMI STANDARDS FOR TITLE SURVEYS AS ESTABU HE r'Sir fya AGE BY THE LI.A.LS.ANI)_API?-R VED AND ADOPTED F�OR ESUCH SEB11'T,HAE NEW-YO STATE LAND °ul -40WIP if COUNTY PARTMIEN T OF F#EALTH SERVICES APPWNAL OF CONSTRUCTED WORKS FOR cDN 6�0 A SiNGIE-FAHLY RESIDENCE �(Ir 5 i2 S MAY 1 20 000s 22 H.S'.Ref.No. 7,10-19- - wYw,,., N.Y.S./Lic. No. 50467 1WMPMPMW y r 11 Wd V �1WIs of t1W 73 bon have bW UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF }� O O bY Oft ' ,wnt or otter art�es and to SECTION 7209 OF THE NEW YORK STATE �j, .•.J � � "tl EDUCATION LAW. .� ®ROo _ Nathan T�af�t~VGorw�n III N THECOPES LANDFSU THIS SURVEY INKED NOT SEAL OEARING ��- EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Land Surveyor Craig Knepper, I?E., Chief ONLY TO HE PERSON F HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. sterwaker Management COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys -Subdivisions - Site Plans - Construction Layout - TURON. CERRFlCATIONS ARE NOT TRANSFERABLE. { PHONE (631)727-2090 Fax (631)727-1727 AND/OR EASEMENTS S OF RECORD, IF THE EXISTENCE RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 Generated by REScheck-Web Software Compliance Certificate Project 1600 Hillcrest Drive-NY Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 0 deg. from North Conditioned Floor Area: 4,158 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1600 Hillcrest Drive Jeffrey Lauback Orient, NY 11957 1600 Hllcrest Drive Orient, NY 11957 Compliance: Passes using UA trade-off Compliance: 29.4%Better Than Code Maximum UA: 866 Your UA: 611 Maximum SHGC: 0.40 Your SHGC: 0.33 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Raised or Energy Truss 3,116 38.0 0.0 0.025 77 Skylight:Vinyl Frame 18 0.410 7 SHGC:0.25 Wall-First Floor-Front: Insulated Concrete Forms 783 23.6 0.045 24 Orientation:Front Door: Glass Door(over 50%glazing) 21 0.260 5 SHGC:0.27 Orientation: Front Window:Vinyl Frame 42 0.350 15 SHGC:0.35 Orientation: Front Window 1:Vinyl Frame 63 0.350 22 SHGC: 0.35 Orientation:Front Window 2:Vinyl Frame 63 0.350 22 SHGC:0.35 Orientation:Front Window 3:Vinyl Frame 42 0.350 15 SHGC:0.35 Orientation:Front Window 5:Vinyl Frame 21 0.350 7 SHGC: 0.35 Orientation:Front Wall-First Floor Back: Insulated Concrete Forms 783 23.6 0.045 25 Orientation:Back Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 1 ofll t Gross Area Cavity Cont. Perimeter Door-Solid:Solid Door(under 50%glazing) 0 0.270 0 Orientation: Back Double Door-1 Rear: Glass Door(over 50%glazing) 55 0.260 14 SHGC: 0.27 Orientation: Back Double Door-1 Rear: Glass Door(over 50%glazing) 55 0.260 14 SHGC: 0.27 Orientation:Back Window 6:Vinyl Frame 17 0.350 6 SHGC: 0.35 Orientation: Back Window 6:Vinyl Frame 17 0.350 6 SHGC:0.35 Orientation: Back Window 7:Vinyl Frame 9 0.350 3 SHGC: 0.35 Orientation:Back Window 8:Vinyl Frame 14 0.350 5 SHGC: 0.35 Orientation: Back Window 8:Vinyl Frame 14 0.350 5 SHGC:0.35 Orientation: Back Window 9:Vinyl Frame 38 0.350 13 SHGC: 0.35 Orientation:Back Wall-Left Side: Insulated Concrete Forms 363 23.6 0.045 14 Orientation: Left side Window 4:Vinyl Frame 21 0.350 7 SHGC:0.35 Orientation:Left side Window 5:Vinyl Frame 21 0.350 7 SHGC: 0.35 Orientation:Left side Wall-First Floor-Right: Insulated Concrete Forms 363 23.6 0.045 16 Orientation:Right side Door-Solid: Solid Door(under 50%glazing) 0 0.270 0 Orientation: Right side Wall-Second Floor Front: Insulated Concrete Forms 704 23.6 0.045 27 Orientation: Front Window-2nd-Front:Vinyl Frame 50 0.350 18 SHGC:0.35 Orientation:Front Window-2nd-Front:Vinyl Frame 50 0.350 18 SHGC:0.35 Orientation:Front Wall-Second Floor-Back: Insulated Concrete Forms 704 23.6 0.045 24 Orientation:Back Window-2nd-Rear:Vinyl Frame 33 0.350 12 SHGC:0.35 Orientation:Back Window-2nd-Rear 2:Vinyl Frame 17 0.350 6 SHGC: 0.35 Orientation:Back Window-2nd-Rear 2:Vinyl Frame 17 0.350 6 SHGC: 0.35 Orientation:Back Window-2nd-Rear:Vinyl Frame 33 0.350 12 SHGC: 0.35 Orientation:Back Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 2 of11 Gross Perimeter Window-2nd-Rear:Vinyl Frame 33 0.350 12 SHGC:0.35 Orientation: Back Window-2nd-Rear:Vinyl Frame 33 0.350 12 SHGC: 0.35 Orientation:Back Wall-Second Floor-Left: Insulated Concrete Forms 326 23.6 0.045 15 Orientation:Back Wall-Second Floor-Right: Insulated Concrete Forms 326 23.6 0.045 15 Orientation: Back Basement:.insulated Concrete Forms 1,957 23.6 0.037 68 Orientation: Unspecified Wall height: 9.7' Depth below grade: 8.0' Insulation depth: 9.7' Door-Basement: Glass Door(over 50%glazing) 50 0.260 13 SHGC: 0.27 Orientation: Unspecified Window-Basement-1:Vinyl Frame 17 0.350 6 SHGC: 0.35 Orientation: Unspecified Window-Basement-1:Vinyl Frame 17 0.350 6 SHGC: 0.35 Orientation:Unspecified Window-Basement-2:Vinyl Frame 33 0.350 12 SHGC:0.35 Orientation: Unspecified Compliance Statement: The proposed building designdescribed 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 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Brent Racer, Managing Partner - ,� -c _- 6/9/2020 Name-Title Signature Date Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 3 of 11 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verifieii # Pre-Inspection/Plan Review Value Value Compiles? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PR1]lenergy code compliance for the �p :building envelope.Thermal ' ❑Not Observable ; :envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, :documentation demonstrate a ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; �p Systems serving multiple JE]Not Applicable ;dwelling units must demonstrate ;compliance with the IECC ; Commercial Provisions. 302.1, ,Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods ; Cooling: Cooling: ❑Not Observable ; approved by the code official. Btu/hr Btu/hr ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) --F3- Low Impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 4 of 11 Section Plans Verified Field Verified. Foundation Inspection cornplies?; Comments/IAssurnp'tlons. Reg.ID Value .Value. 402.1.1 ;Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior: R R- ;❑Does Not :table for values. ,insulation is used,verification ; ; ❑Not Observable ;may need to occur during ❑Not Applicable erval Insulation Inspection. Not ;required in warm-humid locations; ;In Climate Zone 3. ; 303.2 ;Conditioned basement wall ❑Complies ; [F05]1 :insulation installed per ❑Does Not v :manufacturer's instructions. .❑Not Observable ; ( } ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [F06]1 :insulation depth of burial or UDoes Not Mable for values. distance from top of wall. ;❑Not Observable ; ❑Not Applicable 303.2.1 ;A protective covering is installed ": • Complies ; [FO11]2 oto protect exposed exterior ❑Does Not ;insulation and extends a (minimum of 6 in. below grade. ❑Not Observable ; ❑Not Applicable 403.9' ;Snow-and ice-melting system ❑Complies ; [F012]2 controls installed. p ❑Does Not ❑Not Observable ; IE]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 5 of 11 Section.' .. Plans Verified • Field Verified Framing/,Rough-In Inspection „Complies?. Coinmerits/Assumptions.. &:Req.ID Value Value 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4[V ;❑Does Not table for values. FR1]1 ; '❑Not Observable ' ❑Not Applicable 402.1.1, 'Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not table for values. 402.3.3, 402.5 :❑Not Observable [FR2]1 ; ; ; ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ; ❑Complies ; [FR4]1 !are determined in accordance ❑Does Not :with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.1.1, ;Skylight U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.3, :❑Does Not ;table for values. 402.3.6, 402"5 ;❑Not Observable ; [FR5]1 ; ; ; ;❑Not Applicable S 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 !installed per manufacturer's ❑Does Not U �instructions. _ ❑Not Observable ; ❑Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not U ;AAMA/WDMA/CSA 101/I.S"2/A440 " ,or has infiltration rates per NFRC '. ❑Not Observable ; 1400 that do not exceed code ; " ❑Not Applicable :limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 :sealed at housing/interior finish ❑Does Not 'and labeled to indicate s2.0 cfm ;leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 :insulated>= R-8 where duct is ❑Does Not U >=3 inches in diameter and >_ ❑Not Observable ;R-6 where<3 inches.Supply and :return ducts in other portions of : " ❑Not Applicable ;the building insulated>= R-6 for ;diameter>=3 inches and R-4.2 ;° t '• ; :for<3 inches in diameter. : 403:3.5 SBuilding cavities are not used as ❑Complies ; [FR15]3, ,lducts or plenums. ❑Does Not ❑Not Observable J❑Not Applicable 403:4 ;HVAC piping conveying fluids ; R- T R- ;❑Complies ; [FR17]2 iabove 105 9F or chilled fluids : ❑Does Not 'below 55 °F are insulated to>_R- OJ ;3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVACM❑Complies ; [FR24]1 ;piping. u:. : ❑Does Not , U ❑Not Observable 1 ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 6 of11 Section = Plans'Verifieil Field-Verified # Framing/Rough-in Inspection Value Value .Complies? Comments/Assumptions- &Re .ID 403.5.3 ;Hot water pipes are Insulated to ; R- R- ;❑Complies ; [FR18]2 :zR-3. :❑Does Not CO) i ;❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ; [FR19]2 I Installed on all outdoor air ❑Does Not }intakes and exhausts. ❑Not Observable a ❑Not Applicable Additional Comments/Assumptions: 1 JHlgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 7 of11 Section Plan's Verified,,.: Field Verified #. Insulation_Inspectio,n. Complies.'_; . Comments/Assumptions \/slue �'Value 303.1 ;All Installed Insulation Is labeled „ } ❑Compiles [IN13]2 Tor the Installed R-values s, . ❑Does Not provided, ❑Not Observable Y,Y ❑Not Applicable 402.1.1, ,Wall insulation R-value. If this is a; R- : R- :❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/Z of the ❑ Wood ;❑ Wood ;❑Does Not the :table for values. 402.2.6 :wall insulation on the wall :❑ Mass ❑ Mass UNot Observable [IN3]i :exterior,the exterior insulation : : : ,`0 :requirement applies(FR10). ❑ Steel ❑ Steel ,❑Not Applicable 303.2 :Wall insulation is installed per ❑Complies : [IN4]1 :manufacturer's instructions. ❑Does Not : ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2• IMedium Impact(Tier 2) :3; Low Impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 8 of11 Section , Plans Veriffied Field Veriffied : Final Inspection Provisions Complies?,, Comments/Assumptions 6c Fteq.l® .Value Value' 402.1.1, :Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood '❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel 402.2.6 ;❑Not Observable ; [Fill' ; ;❑Not Applicable , 303.1.1.1, ;Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ;300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent r❑Does Not 'to soffit and eave vents that ;extends over insulation. • ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ; [FI3]1 Hnsulation >_R-value of the :❑Does Not adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ; [FI17]1 lath in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.3.4 ;,Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [FI4]1 :cfm/100 ft2 across the system or ; ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air :.handler @ 25 Pa. For rough-in :❑Not Observable tests,verification may need to ! ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 :❑Does Not :either: Rough-in test:Total leakage measured with a UNot Observable :pressure differential of 0.1 inch ; ;❑Not Applicable ; w.g. across the system including ;the manufacturer's air handler ; enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch ;w.g. across the entire system iincluding the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 by manufacturer at<=2%of ; ❑Does Not ;design air flow. ❑Not Observable 1ElNot Applicable 403.1.1 Programmable thermostats ❑Complies ; [F1 9]2 -installed for control of primary ❑Does Not heating and cooling systems and - initially set by manufacturer to "❑Not Observable ; ;code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies ; [FI10]2 ion heat pumps. 3ODoes Not I❑Not Observable E]Not Applicable 403.5.1 ;Circulating service hot water JE]Complles ; [FI11]2 isystems have automatic or ❑Does Not ,accessible manual controls. J❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 9 of11 4 + Section' ;r ;..,.: ° Plans Verified Field.Verified # Final Inspection PrOVIslonS Complies Comments/Assumptions &Req.ID, Value• :,Value , 403.6.1 All mechanical ventilation system ".''•,, ' • " '• ❑Complles ; [FI25]2 ''fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy []Not Observable 'and airflow limits. x. L "A; ❑Not Applicable 403.2 Hot water boilers supplying heat , TM°`, °" ❑Compiles ; [FI26]z ,,through one=or two-pipe heating ❑Does Not ;systems have outdoor setback ;,'•:..; . ,' 'k`,,:^ control to lower boiler water ;; ❑Not Observable ; ;temperature based on outdoor ;` ❑Not Applicable ; temperature. 403°5.1.1 ,,Heated water circulation systems.,:_ ':: x' "A.. .°. Complies ; [F128]2-` 'have a circulation pump.The <• ❑Does Not system return pipe is a dedicated return pipe or a cold water supply • . F ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are }not present.Controls for , ycirculating hot water system pumps start the pump with signal ;for hot water demand within the occupancy.Controls ' ;automatically turn off the pump ;when water is in circulation loop his at set-point temperature and no demand for hot water exists. 403.5.1.2 )'Electric heat trace systems ❑Complies ; [F129]� , comply with IEEE 515.1 or UL ❑Does Not ;515.Controls automatically ❑Not Observable ;adjust the energy input to the 'heat tracing to maintain the ;: .[]Not Applicable desired water temperature in the 'piping. w ; 403.5.2 Water distribution systems that ❑Complies '[F130 2. shave recirculation pumps that a, P P 7 ❑Does Not ; pump water from a heated water >° supply pipe back to the heated El Observable ; Matery P P ❑Not A ''cable water source through a cold ,..� PP • ;water supply pipe have a 'demand recirculation water ;, .. It .,system. Pumps have controls .,that manage operation of the r pump and limit the temperature iof the water entering the cold ;water piping to 1'04°F. 403.5.4_ . Drain water heat recovery units m,: '. ': ❑Complies ; [FI31]2 " 'tested In accordance with CSA ,,. ❑Does Not 1855.1.Potable water-side pressure loss of drain water heat G. 4` ❑Not Observable ; 'recovery units<3 psi.for `." Not Applicable ; • •,Individual units connected to one sor two showers. Potable water- ' side pressure loss of drain water " .`,: g.•,. ' ",`;` ; ;heat recovery units<2 psi for ; ;individual units connected to :three or more showers. 404.1 ;75%of lamps in permanent ❑Complies ; [FI6]1 'fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. .` ; Does not apply to low-voltage ;`" ❑Not Observable ; T lighting. ; ,,. ❑Not Applicable ; j404a;it Fuel gas lighting systems have '° .. ;`; ,, '`` ...'❑Complies ; [FI23]3 'no continuous pilot light. k. []Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2. Medium Impact(.Tier 2) -3=' Low Impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20• Data filename: Page 10 ofll "Section, Plans Veriif�ed . „ Field,Ver�fied e.:" # ,, Final Inspection Provisions Compl'ies? Comments/As'sumptions Value Value° 401.3 Compliance certificate posted. r; '' ❑Complies 0I71F 3 `❑Does Not ❑Not Observable Not Applicable 4633`----!,,` Manufacturer manuals for ❑Complies [FI18]3' mechanical and water heating ❑Does Not systems have been provided. x []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1 2. Medium Impact(.Tier 2) 3: Low impact(Tier 3) Project Title: 1600 Hillcrest Drive-NY Report date: 06/09/20 Data filename: Page 11 of1I t 8/ 2015 IECC Energy 1 Efficiency Certificate Insulation . Above-Grade Wall 23.59 Below-Grade Wall 23.59 Floor 0.00 Ceiling/ Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factlor SHGC Window 0.35 0.35 Door 0.26 0.27 Skylight 0.41 0.25 CoolingHeating 8, Heating System: Cooling System: Water Heater: Name: Date: Comments � �O�� �O [�|�J�� ['�`Fiberglas |�-����~ �-/-�� | ��[](-| | | || ~x��' | �L���| ��|��� m Insulation for 7A2 Cathedral Ceilings INNOVATIONS FOR LIVING' ----- _ `. -- '-- Product Dafa Sheet ,_' � -------� Product Data �����O���" ---'--' -'--------'- -------'----------'------- -- �7 W� �� ��� n��.� � eA" ( vmm) I un^(260mm) mo 23W(603mm) /. The higher the,��the greater the insulating power.Ask your Owens Corning representative for the fact sheet u"x-val"es.cInsulation for cathedral ceiling applications. /----'----- ---' - --- ' --- ---- --- -'- --'- -- -- ------- - -' - ''-| Vapor Retarder Focngs _ _ . _Kraft__�_/ / R-384� ��m��.���OK�s�Um���� '-���by Volume ' '' '� ' - ' '' -- ' ' - - - --- -- -- '- -- - `Yater � K� �C�md����e� �-���- -- '-- '-- ' -- -' -- --- --' -'--' - --- ^^^~~�~` Max.4,volu=c �o�a sm �Dimensional� - - - -''- - - - -- �-- ---- -'- �- -- - -� Excellent ` entTharma| ��n�ro| Stability -- - -- __ '- - - - ---'-_'_' -- - �-- _� ' Less than u/% Owens Coming R�8[ �� EccToucMyThernna| Batt insulation is designed to provide rnaxinnurn Surface 8urn��Chuructahsdco/BuiNin�Code Construction<��no�cudons _ --- -- -' ------ -- - ------ -----'---- - i thermal performance for cathedral ProductsFlame Spread Smoke Developed oCB0_ BOCA| SDCQ )Cc- oei|ingapplications. R-38C Unfaced <25 <50 All Types All Types All Types All Types EcoTouch*Thennal Batt insulation Kraft-faced mm wm Ill,IV,v 3,4,5 Ill,xw Ill.IV,v is available unfaced or with a kraft Thermal bat:insulation complies with Uniform Building Code(ICBO),National Building Code(SOCAI),Standard Building Code building vapor retarder. - �����l contastruction types listed ct with the finish material.Protect from open flame or other heat source. Long Term |n-Place Performance 12",R-38 EcoTouch"Insulation Batts R-38C EcoTouchO Thermal Battinsu|ation is dinnensinna||ystab|eRead This Before You Buy What you should know about and will not slump within the cathedral ceiling cavity. Due to its The chart shows the R-value of this inorganic nature, Thermal Batt insulation. R means resistance to Insulation will not rot nrmildew K Uheat flow.The higher the R-value, and is non-corrosive to steel, the greater the insulating power. copper and aluminum. c`-- Compare insulation R-values before� Standard Batts compressed into a//wcavity with you buy. Sized for Proper Ventilation ventilation baffle added toallow/^ai,sp^ceo°/ver avpm,/mx�/'x�5 There are other factors to consider. . iR-38CEccTouchOThermal Batt /ou^'��occna� ""*°/"""/"u""BaThe amount of insulation you needtts is designed to eliminate depends mainly on the climate,the R'vaue loss caused by compressing type and size of your home, and standard R-38products in2x|I your fuel use patterns and family cathedral ceiling construction. |OY4" size. If you buy too much insulation, thick, R,38C EccToucMyThemnal it will cost you more than you'll save Batt insulation prevents moisture on fuel. damage and help assure long roof To get the marked R-value, it is essential that this insulation be life by providing |" ofventilation air R-38C batts provide the recommended space between the insulation ventilation air space when properly installed and installed properly, deliver a full R-38. and roof deck. Easy Installation ventilation baffles. Trimming and contact with the finish material. R'38C EccTbuchOThorma| Batt fabrication can be done with an Protect from open flame or other insulation is easy to handle and ordinary utility knife. heat source. install. Designed tofriction-fit in Technical Design Cathedral ceiling applications standard 2x12 cathedral ceiling �����U������xx�� / Y� require that the building envelope construction R-38C' The kraft facing on this insulation block the movement orair from the Thermal Batt insulation eliminates will burn and must not be left outdoor environment to the the need, in most applications, for exposed. Install facing in substantial conditioned space. Neither the R-38C EcoTouch° PINK° Fiberglas M ® Insulation for 2x12 Cathedral Ceilings INNOVATIONS FOR LIVING` Product Data Sheet insulation nor its facing should be fit them in place.Tightly abut batts or any other material under actual relied upon to provide an air barrier. to prevent thermal leaks. fire conditions.Values are reported Failure to provide an air barrier Provide vent openings at the eave to the nearest five rating. could lead to loss of thermal control, discomfort of the building and ridge. Cathedral ceiling The vapor retarder permeance of occupants and frozen pipes. insulation should be installed to the kraft facing on R-38C provide a minimum I' ventilation EcoTouchoThermal Batt insulation Owens Corning recommends that a passageway between the roof deck was developed from tests vapor retarder should be used in and insulation. Use a vent baffle to conducted in accordance with most climates. In climates requiring assure proper clearance, where ASTM E96, desiccant method. winter heating,the vapor retarder necessary. should be placed toward the warm- Fiber Glass and Mold: sApplicable Standards As manufactured, fiberglass winter side. In humid climates, like ° insulation is resistant to mold the Gulf Coast,follow local building Unfaced R-38C EcoTouch practices for vapor retarder Thermal Batt insulation complies growth. However, mold growth placement. In all applications utilizing with ASTM C665, Type I and can occur on building materials, a vapor retarder, maintaining the ASTM E136. Kraft-faced R-38C including insulation,when it facing integrity may be important for EcoTouch°Thermal Batt insulation becomes contaminated with effective moisture/humidity control. complies with ASTM C665,Type 11, organic material and when water is Repair any punctures or tears in the Class C. Federal Specification present.To avoid mold growth on facing by taping. Follow the tape H H-1-521 F has been can-celled and fiber glass insulation, remove any manufacture's application is replaced by ASTM C665. water that has accumulated and recommendations. correct or repair the source of that The thermal resistance value for water as soon as possible. Insulation installed too close to light R-38C EcoTouch°Thermal Batt Insulation that has become wet fixtures may affect the luminaire's insulation was tested in accordance should be inspected for evidence performance. Do not install with ASTM C518; R-value for of residual moisture and insulation on top of or within 3" of insulation only. contamination, and any insulation recessed light fixtures unless the that is contaminated should be fixtures are approved for such use. The surface burningcharacteristics Batt promptly removed and replaced. This is a requirement of the of R-38C EcoTouch Thermal Batt National Electric Code. insulation were derived from products tested in accordance with Installation ASTM E84. This standard is used Fiber glass insulation may cause R-38C EcoTouch°Thermal Batt solely to measure and describe temporary irritation to skin, eyes insulation is intended to be friction- properties of products in response and respiratory tract.Wear long- fit between wood rafters. In to heat and flame under controlled sleeved, loose fitting clothing, applications with irregular spaced laboratory conditions. These gloves and safety glasses when rafters, cut the batts approximately numerical ratings are not intended handling and applying material, %'wider than the space and friction to reflect hazards presented by this Wash with soap and water after handling.Wash work clothes Disclaimer of Liability Technical information contained herein is furnished r� separately and wipe out washer. without charge or obligation and is given and accepted "�� $ g giRm�n,sc r�r.-,ur, � -at recipient's sole risk.Because conditions of use may " 4C" "�'�� vary and are beyond our control,Owens Corning makes Environment OREENMRD no re resentation about,and is not res onsible or n= - u'^ °FP P R 1 EcoLogoccn-016 __liable for the accuracy or reliability of data associated Faced Inwlation Unraeed Insulation Nr QmLq C with particular uses of any product described herein. Nothing contained in this bulletin shall be considered a OWENS CORNING INSULATING SYSTEMS,LLC recommendation. ONE OWENS CORNING PARKWAY • TOLEDO,OHIO 43659 The GREENGUARD INDOOR AIR QUALITY ® 1-800-GET-PINK4D CERTIFIED mark is a registered certification mark INNOVATIONS FOR ITVING' www.owenscorning.com used under license through the GREENGUARD Environmental Institute. Pub.No. 21151-D. Printed in U.S.A.June 2012.THE PINK PANTHERrM& ©1964-2012 Metro-Goldwyn-Mayer Studios Inc.All Rights Reserved.The ENERGY STAR and the ENERGY STAR mark are color PI NKis a registered trademarkof Owens Corning.©2012 Owens Corning. registered trademarks of the U.S.Environmental All Rights Reserved. Protection Agency. Silver Line byAndersen WINDOWS • DOORS ^' SILVER LINE®WINDOW AND DOOR NFRC/ENERGY STAR®INFORMATION This document provides NFRC certified U-Factor and Solar Heat Gain Coefficient(SHGC)and Visible Transmittance(VT) values for Silver Line®products along with the corresponding ENERGY STAR®Version 6.0 climate zones in which the product and glass type are certified. These products are rated,certified and labeled by the National Fenestration Rating Council® (NFRC)-a non- profit organization that provides fair,accurate and credible energy performance ratings for windows and doors. r� Many of our products meet the stringent energy efficiency certification criteria set by the U.S.Environmental Protection Agency and the U.S. Department of Energy.The certification criteria is based on the heat gain and loss of each product in various regions of the country.Check the Silver Line product performance available at www.silverlinewindows.com for units that are ENERGY STAR certified. United States ENERGY STAR'Climate Zone Criteria Northern North-Centra .titrate U- 2 one Factor' SHGC �_ South-Centra ® X027 Any Fit e rripthve =0.28 0.32 ❑ Southern Equivalent �` =0.29 z 0.37 Energy Performance • .� =0.30 �0.42 Doors X030 5040 Glazing U-Factor' SHGC2 5 0 30 0 25 Level •... - 5 0.17 No Rating 5 0.40 5 0.25 ® 5 0.25 s0.25 Ir Leakage 5 0 3 cfm,TF NorthernBtuih to F 5 0.30 North-Ce tral S 0.40 z Solar Heat Gain Coefficient Southern S 0,25 The effective date for the Northern Zone prescriptive South-Central land equivalent energy performance criteria for vundovts Air Leakage for Sliding Doors 50.3 cfWU'f isJanuary1,2016. Air Leakage for Swinging Doorss0.5 cfnJ? 'U-Factor defines the amount of heat loss through the total unit in BTU/hr'ft 2*-F,metric in W/m2'K. The lower the value,the less the heat is lost through the entire product. Solar Heat Gain Coefficient(SHGC)defines the fraction of solar radiation admitted through the glass both directly transmitted and absorbed and subsequently released inward. The lower the value,the less heat is transmitted through the product. 'Visible Transmittance(VT)measures how much light comes through a product(glass and frame). The higher the value,from 0 to 1,the more daylight the product lets in over the product's total unit area. Visible Transmittance is measured over the 380 to 760 nanometer portion of the solar spectrum. NFRC ratings are based on modeling by a third parry agency as validated by an independent test lab in compliance with NFRC program and procedural requirements. This data is accurate as of July 26 2018. Due to ongoing product changes,updated test results or new industry standards or requirements,this data may change overtime.Due to variations in dealer and distributor inventory levels,products that were manufactured before July 26,2018 that were designed,tested and labeled with different NFRC values may still be available. Check the labels on the product packaging to confirm NFRC values. Ratings are for sizes specified by NFRC for testing and certification. Ratings may vary depending on use of tempered glass,different grille options,glass for high attitude,etc. All marks where denoted are trademarks of their respective owners. ®2018 Andersen Corporation.All rights reserved. 1 Data is current as of July 2018 and is subject to change. No Grilles With Grilles NFRC U.S.ENERGY STAR U.S.ENERGY STAR Silver Line® CertHled o (j v6.0 u v6.0 Silver Line Product Product T Glass Type/Infill Glass Thickness Spacer Products ± (2 T Series ype Directory Number CknNAw 3.Omm Intercept 0.49 0.66 O.BB 0.49 0.59 0.62 Low4JAk 3.Omm Irteroept 0.34 0.31 0.58 - - 0.34 0.28 0.52 - eL-El 30mm Intercept 0.31 0.31 0.58 0.31 028 0.52 40NS Fed Lae - - wiFix d 40NS Fixed Lite LoWE SmartSuri-Mir 30mm Intercept SIL-N-28 0.34 0.27 0.53 - - - - 0.34 0.24 0.48 L. E SmaRSn"'/ 3.0mm Intercept 0.30 0.27 0.53 - NC 0.30 0.24 0.48 - NC DO S Low-E SWAT 3Omm Irteroept 0.34 0.24 0.46 0.34 0.72 0.41 S Low-E SunfAri 3.Ornm Intercept 0.30 0.24 11.46 -I INC 0.30 0.21 0.41 - NC SC S Clear/Air 22mm Intercept 040 0.51 0.52 - - _ 0.40 0.46 0.47 30rnm Intercept 0.40 0.50 0.52 0.40 0.45 0.48 Low-FJAw 22mm intercept 0.30 0.25 0.44 - NC SC 6 0.30 0.23 0.40 - INC SC S 3.0mm Intercept 0.30 0.25 0. 1 NCI SC S 0.30 023 0.40 - NC SC S Low-E/Argon 22mm Intercept 0.27 0.25 0.44 NC SCkO 0.23 0.40 NC SC S 3Omm Idercepl 11.27 0.25 0.44 NC SC 023 0.40 NC SC S LovwE SmartSm-/Ai 22mm Intercept 0.30 0120 0.40 - NC SC 0.19 0.36 - NC SC S 3.Omm Intercept 0.30 0.20 0.39 - NC SC 0.19 036 - NC SC S LowE SmartSnw/Argon 22mm ktercepl 027 020 0.40 NC SC 0.18 0.3.Omm Intercept 0.27 0.20 0.39 NC 0.18 0.36 NC SC S 22mmIrteroept 0.30 [0.30 0.45 - NC - 0.33 0.41 - NCCasemertWixlows LowE PasaneSuA SIL-N-5630mm interoapt 0.30 0.45 - NC 0.33 040 - NC LoWE Pes*4eSvwMgm 22mm Intercept 0.27 0.45 NC 0.34 0.41 30mm Intercept 0.27 0.45 NC OT7 0.33 0.40 NC Low-E PaarveSunO HesiLooW 22mm intercept 0.27 0.45 NC 0.27 028 0.41 NC - 3.Omm kt"000 0.27 0.45 NC 0.27 0.28 0.40 NC Low�E PabNeS>�HeaLLackWArgon 22mm ktencept 0.25 0.45 NC - - 0.25 0.28 041 NC - - 3.Omm kteroeq 0.25 0.45 NC 025 0.27 0.40 NC 22mm ktarospt 0.30 . 0.35 - NC SC S 0.30 0.17 0.32 - NC SC S 70 Series Lwr•E SVrIAk 3.Omm ktaoepl 0.29 0.18 0.35 - NC SC S 029 0.17 0.31 NC SC_ S Replacement& LOWESWArgm 22mm Intercept 0.27 018 0.35 NC SC S 0.27 0.17 0.32 NC SC S New me t CleclAk 3.Omm Int 0.27 0.18 0.35 NC SC 0.27 0.17 0.31 NC SC S Coaw22mm Intercept 0.42 0.51 0.52 - - 0.42 0.46 0.47 Wind - - - ind rt Wows 3.Omm Intercept 0.42 0.50 0.52 0.42 0.45 048 &Awnirm LowE/Ale 22mm Intercept 0.30 0.25 0.44 - NCI SC_ 6 0.30 0.23 0.40 - NC SC S 3.0inm Intercept 0.30 0.25 0.44 - 14CI SC S 0.30 (123 0.40 - NC SC S law-EIAMm 22mm Intercept 0.28 0.25 0.44 - NCI SC S 0.28 0.23 0.40 - NC $C- S 30mm Intercept 0.28 0.25 0.44 - NC SC S 0.28 0.23 0.40 - NC SC_ S Lo�E Smw4Sm-/Ak 22mm Intercept 0.30 0.211 0.40 - NCI SC_ S 0.30 OAS 0.36 - NC SC S 3.Omm Intercept 0030 0.21) 0.39 - NCI SC 6 0.30 0.19 0.36 - NC 3C S Lo.-E sunanSne1/Aym 22mm Intercept 0.28 0.20 0.40 - NC SC S 0.28 0.18 1 0.36 11 INC, SC S 3.0mm Intercept 0.27 020 0.39 NC SC S 0.27 OAS 1 0.36 M INC ISC S 22mm Intercept 0.31 0.37 0.45 - - 0.31 0.33 0.41 - - Awnirg W iMows Low-E ParreSurs 111-57 3Onm Intercept 0.31 0.38 0,45 0.31 0.33 0.40 Lo-5 PaeeiveS-WArgm 22mm irtercapt 0.28 0.37 0.45 NC - 026 034 0.41 INC I - - 3.Onm ktarcept 0.26 0.37 0.45 NC 0.28 0.33 0.40 NC Low-E PastiveSurM HeatLocM 22mm Yeeraapt 0.28 0.31 0.45 NC 0.28 0.28 0.41 - INC - 3.0mm Irtemw 0.28 0.30 0.45 - NC - 0.28 0.28 0.40 - ND LOWE PaeeiveSu*Heall-od®'Argon 22mm ktcoept 0.25 031 0.45 NC - - Q28 028 0.41 - _ 3.Omm ktercepl 0.26 0.30 0.45 NC 0.26 0.27 0.40 INC Low-E SWAk 22mm Intercept 0.30 018 0.35 - NC 0.30 0.17 0.32 - INC SC S 30rnm kterow 0.30 0.18 0.35 - NC 9C - 0.30 0.17 0.31 - NC 6C S Low-E SWAngm 22mm Intercept 0.27 0.18 0.35 NC SC 0.27 0.17 0.32 NO S 3Oem Itercept 0.27 018 0.35 NC SC 0.77 0.17 031 Clear/Air 3.Omm Irteroept 0.46 0.66 0.69 - - - - 0.46 0.59 0.62 - 4.0mm Intercept 0.46 0.64 0.89 0.46 0.58 0.62 �//ff 3.Omm ktercept 0.31 0.33 0.59 - - - 0.31 0.30 0.53 - - 4.0mm lrtercept 0.31 e33 0.59 0.31 0.30 0.53 Lo�/gym 3.0mm Intercept 0.77 0.33 0.59 NC 0.27 0.30 1 0.53 NC - - 4.0mm Intercept 0.27 0.33 0.59 NC - 0.27 0.29 0.53NCC LoWE SmertSrn„4Ak 3.Omm Interoapt 0.31 0.27 0.53 - - 0.31 0.24 0.47 - 4.Omm lrteroept 0.31 0.27 053 0.31 024 0.47 LorE SmsntSm"r/Argon 3.0mm Irtwow 0.27 0.26 0.53 INC. - 0.27 024 0.47 INC Isc 4.0mm Irtercepl 0.27 0.26 0.53 NC 0.27 024 0.47 NC SC Fxed/Picture/ Low-E P 3.0mrn itercept SL-N-55 0.31 0.48 0.80 - - 0.31 0.43 0.54 - - - - TrarsomWlndows 4.Omm Intercept 0.31 0.47 0.59 0.31 0.42 0.53 Low-E PAigrin 30mm Intercept 0.27 0.48 0.60 - - - 0.27 0.44 0.54 - 4.0mm Interoept 0.27 0.47 0.59 - 0.27 0.43 0.53 Low-E Pas9NeSrM HeatLodam 3.0mm Intercept 0.27 0.40 0.60 NC - - 077 0.38 0.54 4.0mm interoept 0.27 0.39 0.60 NO 0.27 0.35 0.54 Low-E PassiveSun®HeatLoek@MArgon 3Omm Intercept 0.24 0.40 0.60 NC 0.24 036 0.54 NC - tomm Intercept 0.24 0.39 0.60 INC - 0.24 0-361 0.54 INC 70 Series New 3.Omm Intercept 0.31 0.24 0.47 - 0.31 0.221 0.42 - Coreauceon Low-E SWAk Picture&Shape 4.Onm Intercept 0.31 0.24 0.46 - - 0.31 0.22 o.42 Wind- LowE SWArgm 3.Omm Intercept 0.27 0.24 0.47 NC 0.27 0.221 042 NC SC S (coordiriates 4.Omm uteronpt 0.27 0.24 0.46 NC Q27 0.22 042 NC SC S with 70 Series C / 3.0mm Super Spacer 0.45 0.66 0.69 - - 0.45 0.59 0.62 - - New 4.0mm super Specer 0.45 0.64 0.69 0.46 ass 0.@ Construction 3.0mm Super Spacer 0.30 0.33 0.59 NC (130 0.30 0.53 - NC - Casement& Low-E/Ak Avmirg) 4.0mm Stec Spacer 0.30 0.33 0.59 - Nei 0.32 0.30 0.53 - L-,,Ari 3.Omm Super Spacer 0.26 0.33 0.59 NCI 0.28 0.30 0.53 INC 4.Ornm Supt Spacer 0.26 033 0.59 NcI 0.27 0.29 0.53 NC Lor£SmertSm-/Aw 3ernm Super Spacer 028 0.40 0.60 NCI 0.25 0.36 0.54 NC 4.0mm Super Spacer 0.27 0.40 0.80 NCI 0.28 0.38 0.54 NC Low-E SrranSrn"r/Argon 3.Omm Super Spacer 0.23 040 0.60 NCI 0.23 0.35 0.54 NC 4.Omm Super Spacer 0.24 0.39 0.60 NC 0.24 0.36 0.54 NC 3Omm Spar Spacer 0.30 0.48 0.60 - 0.30 0.43 0.54 Shape Willows Lo"PseeireSrr� SIL-N-55 4.0nm Super Spacer 0.31 0.47 0.59 0.32 0.42 0.53 - L r w-E PaswveSng/Arpm 3.0mm Super Spacer 0.26 0.48 0.60 - - - 0.28 0.44 0.54 4.Omm Super Spacer 0.26 0.47 0.59 0.77 0.43 0.53 Low-E PassNeSur*HeattodA 3.Omm Super Spacer 0.30 0.27 0.53 INC -11 1 0.30 0.24 0.47 4.0mm Super Spacer 0.30 0.27 0.53 - NC 0.31 0.24 0.47 - Low-E PaseneSunR Heati-oddli'Argon 3.Onm Super Spacer 0.26 0.26 0.53 NC 0.28 0.24 0.47 NC 4.0mm Super Spacer 0.28 0.25 0.53 NC 0.27 0.24 0.47 NC SC S Low-E SLWAk 3.0mm Super Spacer 0.30 0.24 0.47 - NC 0.30 071 0.42 - NC SC S 4.O run Super Spacer 0.30 0.24 0.46 - NC 0.31 0.22 0.42 - S Low-E SWArgon 30mm Super Spacer 0.28 0.24 047 NC 0.26 0.71 0.42 NC SC 9 I.Omm Seer Spacer 0.26 0.24 0.46 NC 0.27 0.221 0.42 M INC] SC S 2 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles With Grilles NFRC U.S.ENERGY STAR U.S.ENERGY STAR Silver Line® Certified `o U v 6 0 `o V v6.0 Silver Line Product Glass TypeBnfiill Glass Thickness Spacer Products u u Series Product Type Directory of y� x $ rn yt $ Number ClMdAlr 3.0mm Intercept 0.46 0.66 0.89 - - - - 0.46 0.59 a62 - - - 4.Omm Intercept 0.46 0.84 0.89 I I I 1 0.48 0581 0.62 Lave-E/Ak 10mm Intercept 0.31 0.33 059 - 031 0.30 0.53 - 4.Omm Intercept 0.31 0.33 0.59 0.31 0.30 11.53 Low-Vkgon a0mm IrtaoW 0.27 0.33 0.58 NC - 027 0.30 0.53 4.0mm Intercept 0.27 0.330.59 NC 0.27 028 0.53 L-E SmaitSur^4Air 3.0mm Intercept 0.31 077 0.53 - _ _ 0.31 0.24 0.47 - - 4.Omm Itercept 0.31 077 0.53 0.31 0.24 0.47 Low-E SmartSm-/Arpin 3.Omm Intercept 0.27 0.26 0.53 NC - 077 0.24 0.47 NO 4.Omm Intercept 0.77 0.26 0.53 NC 077 024 0.47 NC Fued/Picture Low-E PesweSurO 3.Omm percept SIL-N-55 0.31 0.48 0.60 - - 0.31 0.43 0.54 - Wmdowe 4.Omm Intercept 0.31 0.47 0.59 0.31 0.42 0.53 LawE PamweSwWArpan 3LOmm Intercept 0.27 0.48 0.60 M I - - 027 0.44 0.54 - _ _ 4.0mm Irteroept 0.27 0.47 0.59 027 0.43 0.53 Lo-E Pss.eSun*Heal-." 30mm Intercept 0.27 0.40 0.60 NC 0.27 0.36 0.54 NC - 4.Omm Intercept 0.27 0.39 0.60 NC 027 0.36 0.54 NC Low-E PaeweSurl llwlLcidW rgofr &OFnm Intercept 0.24 0.40 0.60 NC 0.24 0.36 0.54 NC - - 70 Series 4.omm Intwoept 0.24 0.39 0.60 NC - 0.24 0.35 0.54 NC RepacemeM 3.Omm Int-sept 0.31 0.24 0.47 - .S 0.31 0.71 0.42 - Piclure 8 Shape Low-E SWAT Windows 4.Omm Intercept 0.31 024 0.46 - - S 0.31 0.72 0.42 - - (000rdiretes Low-E SWArgon 3.Omm 0.27 0.24 0.47 NC SC S 0.27 0.72 0.42 with 1200,8600 4.Omm I 0.27 0.24 0.46 MC 027 0.71 0.42 NO 8 9500 Series CkadNr 30mm Super Spacer OAS 0.86 0.69 - - - 0.45 0.59 0.62 - Double-Hung 4.Omm Super Spacer 0.45 0.64 0.89 - - - - 0.46 0.58 0.62 and Sen. 70 - 3.Omm Super Spacer 0.30 0.33 0. - Nc - - 0.30 0.30 0.53 - NC Senes Low.E/Air Casement and I.Omm Super Spacer 0.30 0.33 0.59 - NC - - 0.32 0.30 0.53 - - Awning) Low-E/Mgon 3.Omm Super Spacer 0.26 0.33 0.59 1z - 0.25 0.30 0.53 NC - 4.Omm Sup-Spacer 0.26 0.33 0.58 NC - 0.77 0.29 0.53 Lo ESmwMwn'/Ak 30mm super Spacer 0.26 040 0.60 NC - 0.25 0.36 0.54 - 4.Omm Super Spacer 0.27 0.40 0.80 NC 0.28 0.36 0.54 NC LowE SmwlSun"4Npon 3.Omm Super Spacer 0.23 040 0.60 NC - 0.23 0.36 0.54 NC 4.Omm Sup-Spacer 0.24 0.39 O. NC - 0.24 0.36 0.54 NC Shape Wi doaa Low-E Pasw iSurdi 3.0mm Sup-Spacer SL-N-55 0.30 0.48 0.60 0.30 0.43 0.54 40mm Sups,Spec- 0.31 0.47 0.59 0.32 0.42 O. Low-E PaseNNNpe9non 3.0m. - acer 0mm SupSp0.26 0.48 0.60 _ _ _ - 0.28 0.440.54 4.11rnm Super Spacer 0.25 0.47 0.59 077 0.43 0.53 LowE PassiveSun®HeetLarJ® 3,Omm Supw t;,lacer 0.30 0.27 0.53 - NC 0.30 0.24 0.47 NC SC S 4.Omm Sups,Spill o.30 0.27 0.53 - NC - 031 0.24 047 - Law-E PanNeSur®Healt ockMAupon 3.Omm Sup-Spacer 0.25 0.26 0.53 NC - 0.25 0.24 0.47 4.0mm Sup-Spacer 0.26 028 0.53 NC 0.27 0.24 0.47 NC LA -E SWAB V31 Super Spacer 0.30 0.24 0.47 - 1 0.30 0.71 0.42 - NC sups,Spacer 0.30 0.24 0.46 - 1 0.31 0.22 0.42 - LawE SWAigon Sup-Spacer 0.26 0.24 047 NC 0.28 0.22 0.42 NC sup-Spacer 0.28 0.24 046 NC 0.27 0.22 0.42 NC ClearlAir Irtercept 048 0.62 065 - - - 048 0.58 0.58 - Int-dept 0.48 0.61 0.64 0.49 0.55 0.57 11 if ILow-EOM Irt- 0.34 0.29 0.55 - - - - 0.34 0.26 0.49 Intercept 0.35 0.29 0.54 0.36 0.28 0.48Low-E/AM- Int-capt 0.30 0.29 0.55 - NC - 0.30 0.26 049 - - 3.omm Intercept 0.30 0.29 0.54 INC 0.31 025 0.46 LowE SmartSui^4Ae 22mm Intercept 0.34 0.25 050 - - 0.34 0.23 0.44 3.Omm Ints,oept 0.34 0.25 O. 0.35 0.23 0.44 Low-E SmartSun"/Argon 22mm Irts,oept 0.30 0.25 0.50 - NC SC 0.30 0.23 0.44 - _ - 1200 S- 3.Omm Int-cept 0.30 0.25 0.49 - NC SC 0.31 0.23 0.44 - Replacement Double-Hung 22mm Interoapt 0.34 0.45 0.56 - - - 0.34 0.40 0.50 - Double-Hung Windows Low-E PaeweSuOA 30mm Int-Dept SIL-N-2 0.35 0.41 0.56 0.38 0.40 0.50 Windows 22mm ktlaroapt 0.30 0.45 0.56 - 0.30 0.41 0.50 - - - LawE PasweSuiMArgon 3.Omm Int-rapt 0.31 0.45 0.56 - 0.32 0.40 0.50 - Low-E PaesiveSu lb HealLocl* 22mm kt-Dept 0.31 0.38 0.56 - - - 0.31 0.34 0.50 3.Omm Irtemspt 0.31 0.37 0.58 - 032 0.33 0.50 - Low-EPasweStmVHwILoclafdVvgnn 22mm Intercept 0.28 0.37 0.56 NC - - 0.28 0.34 0.50 30mm ktaroept 0.26 0.37 0.58 NC 0.29 0.33 0.50 NC Low-E Su n Ai 22mm I 0.34 0.23 0.43 - - 0.34 0.20 0.38 3.0mm ktaroept 0.34 0.23 0.43 - S 0.35 0.20 0.38 - S Low-E SWArpm 22mm I 0.3D 022 0.43 - NC SC S 0.30 0.20 0.38 - NC SC S 3.0mm 0.30 071 0.43 MC SC 5 0.31 0.20 0.38 S 3 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles With Grilles NFRC U.S.ENERGY STAR U.S.ENERGY STAR Silver Line® Silver Line Certified o V ENERGY o 0 v 6.0 Product product T Glass Type/infill Glass Thickness Spacer Products w S S Series Type Directory to 9 30 g $ 3 Number Cler/Ak 22mm Irtencpt 0.46 0.64 0.67 - - - 0.48 0.58 0.60 - - - __ 3.Omm Intercept 0.48 0.63 0.65 0,491 0.57 1 0.59 LaxEUir 22mmIrtwoept 0.33 0.30 0.57 - - - 033 027 0.51 - - _ 3.Onm Intercept 0.34 0.30 0.55 1 0-351 0.27 0.50 - Low-FJAM- 22mm Irtwoept 0.29 0.30 057 - NC - 0.26 027 0.51 - NO - 3.0mm Irteroeq 0.30 0.30 0.56 NC 0.31 0.27 O.T. LowE SmrtSm-//uk 22mm Intercept 0.33 0.26 0.51 0.33 024 0.46 - 3.Omm Irtercept 0.34 0.26 0.51 - 0.35 0.24 0.46 LowE SmartSut"4Npan 22mm Irtercept a29 0.26 0.51 - NO - 0.29 0.23 0.46 NC - 3.Onm Intercept 0.29 0.26 0.51 MCI 030 0.23 0.46 Mc - Single-Hurg Law-E Pasw eSrrl• 22mm Irtercept SIL-N-3 0.34 0.46 0.58 - - 0.34 0.42 0.52 - - - W,ndowa &Omen Irteroept 0.34 0.46 0.57 0.35 0.41 0.51 LO E PassiveSurilli on 22mm IrtemW 0.30 0.47 0.58 - - - 0.30 0.42 0.52 3Omm Irteroept 0.30 0.46 0.57 0.31 0.42 0.51 U wE PasaveSwO HeatLock* 22mm Irtroept 030 0.39 0.58 - NC - - 030 0.35 0.52 _ INC 3Omm Intercept 0.30 0.36 0.58 NC 0.31 0.35 0.52 LarE Pa"NeSub HealLockNArgon 22mm Irtorcept 0.27 0.39 0.58 NC - 0.27 0.35 0.52 NO - a0mm Irtercept 0.27 0.38 0.58 NC 0.28 0.34 0.52 NO Lovv-E 6urVAi 22mm Irtercept 0.33 0.23 0. - $ 0.33 0.21 0.40 - 3.Omm Irtercept 0.34 0.23 0.44 5 0.35 0.21 0.39 Law-E SuVArgan 22mm Intercept 0.29 0.23 0.44 - NC SC S 0.29 0.', 3.Omm Irterce 0.29 0.23 0.44 NC 0.30 0.21 0.39 NC ClearfAir 3.Omm lrteroept 0.43 0.66 0.89 - 0.411 0.59 0.82 4.0mm Intercept 0.49 064 0.68 - 0.50 0.57 0.61 LowEMi a0mm Irterceq 0.33 0.31 0.58 - - 0.34 0.26 0.52 - - 4.0mm Intercept 0.35 0.31 0.53 - - 0.37 028 0.52 Low-Fitton aomm Irtercept 0.29 0.31 0.58 - NC - - 0.30 0.28 0.52 - NC 4.Omm Wile-0 0.30 0.31 0.58 NC 0.32 0.28 0.52 Lov E SnrtSuri-Mir 3.Onm Irteroe it 0.33 0.27 0.53 - - 0.34 0.25 0.48 - - 4.Omm utercept 0.35 0.27 0.53 - 0.37 0.25 0.47 Low-E Smart9n"4Arpm 3.Omm Intercept 0.28 0.27 0.53 - NC - 0.29 0.24 0.48 - _ 4.Omm Irtercept 0.30 0.27 0.53 - Ni - 0.31 0.24t472000 Series F--Picture 3.Omm Intertxpt 0.33 0.48 0.60 0.35 0.43Replacement Wrd- LOw E PaeaueSuA SlL4420Hung 4.0mm ktercept 0.35 0.47 0.59 - - 037 042Lo E PasaveSuriVAryan 3.Omm Intcept 0.29 0.48 0..BO - - 0.30 0.434.Omm kteroept 0.30 0.47 0.59 0.32 0.42Low4-PasaveSrr�W HwtLock* 3.Omm Intercept 0.29 0.40 0.60 NC - - 0.30 0.36 ,4.Omm Intercept 0.31 0.39 0.60 0.32 0.36LowE PawmSwO HeaOockMArgon 3.Onm Intercept 0.26 0.400.60 NC - 0.27 0.364.Omm InterrRpl 0.27 0.39 0.60 NC - 0.28 0.38NC LowE SuIVAir 3.0mm Irtrcept 0.33 0.24 0.46 - 034 0.22 S 4.Omm Intercept 0.35 0.25 0.45 - 0.37 0.72 0.41 S Lw E SWArpon 3.Omm Irt-pt 0.28 0.24 0.48 - NC 0.29 0.22 0.41 - S 4.Omm Irtercept 0.30 0.24 0.45 - INC 0.31 0.22 0.41 $ CbarlAir 3.Omm Super Spacer 0.47 0.66 0.69 - - 0.47 0.59 0.62 - - 4.0nm Super Spacer 0.48 0.64 0.88 - - 0.49 057 0.81 Low-E/Ak 3.Omm Super Spacer 0.32 0.31 0.58 - 0.33 0.26 0.52 - - 41 O0m. Super Spacer 0.34 0.31 0.58 0.35 0.28 052 LowE/AM- 3.Omm Super Spacer 0.27 0.31 0.58INC - 0.29 0.28 0.52 - NC - - 4.Omm Super Spacer 0.29 0.31 0.58 NC 0.31 0.28 0.52 LowE SmrtSrnw/Ak 3Omm Super Spacer 0.32 0.27 0.53 - 0.33 0.25 0.48 4.Omm Super Spacer 0.33 0127 0153 - - 0.35 0.25 0.47 - LavE SnartSun'v'IArpce 3.Omm Supt Spacer 0.27 0.27 0.53 NC - - 0.28 0.24 0.48 - INC] 4.Omm Supt spacer 0.28 0.27 0.53 - NC - 0.30 0.24 0.47 - NC SC 3.Omm Super Spacer 0.32 0.48 0.60 0.33 0.43 0.53 - ShapeWirMoxs LorvE FasellveSr+rO 4.Omm Super Spacer SIL-N-20 0.34 0.47 0.59 - 0.35 0.42 0.53 - 3.Omm Super Spacer 0.28 0.48 0.60 0.29 0.43 0.53 Lox£PawaveSuuNArpon 4.Omm Super Spacer 0.29 0.47 0.59 0.31 0.42 0.53 - 4.Omm Super Spacer' 0.29 047 059 0.30 0.42 0.53 Loa,E PassveSun®HealLocM 3.Omm Super Spacer 0.23 0.40 0.60 NC 0.29 aw 0.54 _ NC 4.Omm super Spacer 0.30 0.39 0.80 - NC _ 0.31 0.36 0.53 - Low-E PaeakeSun®Heati-ockWAupon 3.0mm Super Spacer 0.25 0.40 0.60 NIC _-_ - 0.26 0.38 0.54 NC 4.Omm Super Spacer 0.25 0.39 0.60 NC _ 027 0.36 0.53 NC LowE Su iAi 3.Omm Super Spacer 0.32 0.24 0.46 - - S 033 0.72 0.41 -4.Omm Speer Spacer 0.33 0.24 0.45 - S 0.35 0.71 0.41 LovvE SuIVAW 3-0mm super spacer 0.27 0.24 0.46 1 NC-1 0.28 0.22 0.41 I.Omm Super Spacer 0.28 0.24 0.45 NC 030 0.22 0.41 NC CW&r/Ak 22mm Irtercept 0.48 OZ4 0.67 - - - - 0.48 0.58 0.80 - - - 3Omm IrtercW 0.49 0.83 0.65 - 0.49 057 0159 - Low-EUk 22mm Intercept 0.33 0.30 0.57 - 0.33 1 0.27 0.51 - 3.0mm ktercept 0.34 0.30 0.56 1 0.35 1 0.271 0.50 Lw/i 22mm lutercept 0.79 0.30 0.57 - NC - - 029 0.27 1 0.51 - NC 3.Omm Irdercept 0.29 0.30 0.56 - INC 0.30 0.27 0.50 - NC L-E SmartSmn /Ai 22mm Intercept 0.33 0.28 1 0.51 - - 0.33 0.24 0.46 - 3.Omm Intercept 0.34 0.251 0.51 1 0.35 0.24 0.46 2090 Series Low-E Sma"Sun-/Argon 22mm Intercept 0.29 0.25 0.51 NO, - 0.20 0.23 0.46 - NC SC Replacement 3-Omm Irtercept 0.29 0.26 0.51 NC 0.30 0.23 0.46 NC SCI M Slbirg Windows 22mm IMrcept 0.34 0.16 O.SB - 0.34 0.42 0.52 - - (coordinates Sliding Wirudo�s Law-E Pasrvesur� 3.Onm Irtercept S� 0.34 0.46 0.57 0.35 0.41 0.51 with 2000 Series 22mm ktercept 0.79 0.47 0.58 - 0.29 0.42 0.52 - Sirgle-Hurg) Lm E PasiveSm&Argon 3.Omm Intercept 0.30 0.46 0.57 0.31 0.42 0.51 LowE PassiveSu*Hea6ml* 22m. Irtrcept 0.30 0.39 0.58 - NC - 0.30 0.35 0.52 - NC 3Onm Intercept 0.30 0.38 0.58 NC 0.31 0.35 O. low•E Pa4WeSur*Heall-ocIMArpon 22mm Irteroept 0.27 0.39 0.58 NC - 0.27 0.35 0.52 - NC - - 3Onm Irtercept 0.27 0.38 0.58 WC - 0.28 0.34 0.52 NC Low-ESWAi 22mm Irtercept 0.33 0.23 0.44 - 0.33 0.21 0.40 - - 3.Omm 111ereept 0.34 0.23 O.M - 0.35 0.21 0.39 - Lox-ESWAydr 22mm Irtercepl 0.29 0.23 044 - NC 0.79 0.21 0.40 - - _ 3Omm Irterce0.29 0.23 0.44 - NC MM 0.30 1 0.21 0.39 -1 INCI 4 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles With Grilles NERC U.S.ENERGY STAR U.S.ENERGY STAR Silver Line® Certified $ U v 6.0 o V v 6.0 Silver Line Product product i Glass Type/Infill (ilea Thickness Spacer Products m = LL = t Series Type Directory m g Y i j m Number Clear/Arc 3.Omm Intercept 0.46 0.63 0.66 0.491 0.57 1 0.59 Lov.&Arc 3.0mm Intercept 0.34 0.30 0.561 0.351 0.27 1 0.50 Low-E/Argon 3.0nm Irterow 0.30 0.30 0.56 - NC - 0.31 1 0.27 1 0.50 - LoxE SmartSur^/Air 3.Omm Intercept 0.34 0.25 0.51 0.351 0.241 0.46 S LowE Snuntsun^4Anpon 3Oam Irtercept 0.29 0.26 0.51 - 11C - 0.30 0.23 0.46 S LO E PaeeNesuM 3.Omm Intercept SIL-N-3 0.34 0.46 0.57 - - 036 0.41 0.51 WBltlovve Lo -E ParsW SLM& 3.Omm Irtecept 0.30 0.46 0.57 031 0.42 0.51 Low-E PasaiveSulO Heelocl� 3.01 Irtaoepl 0.30 0.36 0.56 NC - 0-31 0.35 0.52 - LowE Pa sNeSlno HealoelNAlp ri 3.Omm Intercept 0.27 0.36 0.58 NC - - 0.28 0.34 0.52 NC - Low-ESWAt 3.Omm Intercept 0.34 0.23 0.44 0.35 0.21 0.39 Low-E SW 3.Omm I termpt 0.29 0.23 a - NC 0.30 0.21 0.39 Clear/Air 3.Onm intercept 0.46 0.66 0.69 - 0.48 0.59 0.62 4.Omm Intercept 0.49 0.84 0.86 - 0.50 0.57 0.61 L�/� Umm Intercept 0.33 031 0.58 - - - - 034 0.28 0.52 _ - 40nm Intercept 0.35 0.31 0.56 037 0.26 0.52 �/ice 3.Omm Irtecept 0.29 0.31 0.58 - NO - 0.30 0.28 0.52 - MCI,4.Omm Intercept 0.3D 0.31 058 - - 0.32 0.28 0.52 - LevrE SmantS--/Air 30mIn Intercept 0.33 0.27 0.53 - - 0.34 0.25 0.48 - - 4.0mm Intercept 0.35 0.27 0.53 - - 0.37 0.25 0.47 FbreNPic4ae LowE Smartsm/Argon 3.Onm Memept 0.28 0.27 053 - NC - - 0.29 0.24 0.48 - NC SO Windows 4.Omm Intercept 0.30 0.27 0.53 NC 0.31 024 047 (also coordinates Low-E P�suA 3.0mm Intercept SIL-N-20 0.33 0.48 0.60 - 0.35 0.43 0.53 with 2127 Senes 4.Onm W 0.35 0.47 0.59 0.37 0.42 0.53 Single-Hung with a0mm Intercept 0.29 0.48 0.60 - 0.30 0.43 - Masonry Flange) Low-E Passi"S-MArgm 4.Omm Intercept 0.30 047 059 - 0-32 0.42 0.53 - 2110 Series Low-E Paesivesu*HeatLock/ to mm Intercept 0.29 0.40 0.60 NC - - 0.30 0.36 0.54 _ _ Single-Hung 4.Omm Intercept 0.31 0.39 0.60 - - - - 0.32 0.36 0.53 - - W inoows wth Low-E PasweSus HealLock�agen 3.Omm Intercept 0.213 0.10 060 NC - 0.27 0.36 0.54 NC Masonry Flange 4.Onm Intercept 0.27 0.35 060 NC - - 0.28 0.35 0.53 NC - Low-E Stn/Air 30mm intercept 0.33 0.24 0.46 - - 0.34 072 041 - 4.0mm Irtercept 0.35 0.25 0.45 0.37 0.22 041 L.ow-E Su lAgon 3.0mm Intercept 0.28 0.24 0.46 - NC 029 0.72 0.41 INC M - 4.Onm Intercept 0.30 0.24 0.45 - NC 0.31 0.72 0.41 CleadAw 3pnm Super Spann 0.47 0.66 0.69 - - 0.47 0.59 0.62 - 4.Onm Super Spacer 0.48 0.64 0.6e 049 0.57 OA" Low-E/Alr 3.Omm Super Spacer 0.32 0.31 0.58 - - 0.33 0.28 0.52 - - 40mm Super Spacer 0.34 0.31 0.58 - 0.35 0.28 0.52 - 1�1Aigon 3.Omm Super Spacer_ 027 0.31 0.58 NC - 0.29 0.28 0.52 - NC 4.Omm Super Spacer 0028 0.31 0.58 NC 0.31 0.28 0.52 LowE SffwtSmm/Ai 3.Omm Super Spacer 0.32 0.27 0.53 - 0.33 0.25 0.48 - - - 4.Omm Super Spacer 0.33 0.27 0.53 0.35 0.25 0.47 LawE SmartSun-Migon 3.Omm Slyer Spacer 0.77 0.27 0.53INC - 0.35 0.24 0.48 - NC Shape Windows 4.Omm Super Spacer 0.28 0.27 0.53 - NMC - 0.30 0.24 0.47 - NC SO with coordinates 3.Omm super Spacer 0.32 0.48 0.60 _ _ _ 0.33 0.43 0.53 with 2127 Series Low-E PssN4SuA SIL-N-20 Single-Hung wdh 4.Omm Super Spacer 0.34 047 0.59 - 0.38 0.42 0.53 - - Masonry Flange) Low E PssiveSu WArgon 3.Omm Super Spam 0.28 0.48 0.60 029 0.43 0.53 - 4.0mm Sayer spacer 0.29 0.47 059 031 0.42 0.53 LovrE PssiveSurrb HealLackO 3.Omm super Speer 0.28 0.40 0.60 NC - - 0.28 0.35 0.54 - 4.Omm Sayer Spacer 0.30 0.35 0.60 - NC - 0.31 0.36 0.53 - LowvE PseneSuill,HealLoclWAWn 3.Omm Super Spacer 025 0.40 060 NC - 025 0.36 0.54 NO 4.Omm Super Spacer 028 0.39 0.60 NC 0.27 0.36 0.53 NC Low-E SWAT 3.0mm Super Spacer 0.32 0.24 0.46 - 0.33 0.22 0.41 - 4.Omm super Spacer 0-33 0.24 0.45 - 0.35 0.22 0.41 Lax-E Sun/Argon 3.Omm super Spacer 0.27 0.24 0.46 NC 0.28 022 0.41 NC - 4.Onm Super Spacer 028 0.24 0.45 INC 1 0.30 0.222 041 LNC Clear/Arc Vknm Intercept 0.49 0.63 068 I 0.49 0-57 0.59 L-E/Air 3.Omm Intercept 0.35 0.30 0.56 - - 0.36 0.27 0.50 2127 Series Low-E/Angon 3+O mm Intercept 0.30 0.30 0.58 - NC 0.31 0.27 0.50 - Sirgle-Hug LowE SmxtSur /Air 3Onm Intercept 0.34 0.25 0.51 - - - 0.35 0.24 0.46 1Nind g Fin or SWind- LAe,.E SmadSun-/Argon 3.Onm Intercept SILKS 0.30 0.28 0.51 NC 0.31 0.23 0.46 Naili Fin or Windows _ _ nO Low-E PssiveSulO 30mm Intercept 0.35 AXE 0.35 0.41 0.51 Masonry Flange Low-E PaervaSlnN 10mat Intercept 031 0.48 0.57 0.31 0.42 0.51 Low-E SWAk 3.Omm Intercept 0.34 0.23 0.44 0.35 0.21 039 LowE Sus✓ 3.Omm Intercept 0.30 0.23 0.44 - NC SC S 0.31 021 035 - 5 Data is current as of July 2018 and is subject to change. See page 1 for more information. up 6111111111111111, With Grilles NFRC U.S.ENERGY STAR U.S.ENERGY STAR Silver Line® Certified v v 6.0 Silver Line PSroeneucst Product T Glass Type/Infill Glass Thickness Spacer PG/ddadlt w = I L NttlMet ClMdAk 22ntm Intercept 0.48 064 0.67 - - - - 0.46 0.56 060 - - 3.Omm Intercept 0.48 0.63 0.66 0.49 0.57 0.59 Low-VAir 22mm Intercept 0.33 0.30 Q57 0.33 0.27 0.51 _ 10mmIntercept 0.34 0.30 0.56 - - 0.35 0.27 0.50 ow - LEfArgon 22rnm Irteroept 0.29 0.30 0.57 - NC1 0.29 0.27 0.51 - NC 3.0inm Intercept 0.30 0.30 0.56 NCI 0.31 0.27 0.50 Law-E SmalSune4Ak 22mm Intercept 0.33 0.25 0.51 - 0.33 0.24 0.46 - - 30mm Intercept 0.34 0.26 0.51 0.35 0.24 0.46 La*E SmertStn1e/Argon 22mm Intercept 0.29 0.25 0.51 NC - 0.29 0.23 0.46 - NC SC 3.Ornm Irtercept 0.29 0.25 0.51INC 0.30 0.23 0.46 Single-Hung La -E PassiveSutO 22mm Inlecepl SL-N-3 0,34 0.46 0.58 - - Q34 0.42 0.52 Windows 3.0mm Intercept Q34 0.46 0.57 0.35 0.41 0.51 Low-E PaserveSwO/Arg- 23nm Intercept 0.30 0.47 0.58 - 0.30 0.12 0.52 - 3.0mm Intercept 0.30 OAS 057 Q31 0.42 0.51 L-E PassiveStnO HeatLodtO 22mm Intercept 0.30 0.39 0.58 - NC - 0.30 0.35 0.52 - NC 3.Omm Intercept 0.30 0.38 0.56 NC 0.31 0.35 0.52 LOwE PaerieSw*HealLocMWArpon 22mm Intercept 0.27 0.39 0.58 NC - - 0.27 0.35 0.52 3.Omm Intercept 0.27 0.38 0.58 NC 0.28 0.34 0.52 LOW-E SWAir 22mm Intercept 0.33 0.23 0.44 - - 0.33 0.21 0.40 - - 3.0mm Intercept 0.34 0.23 0.44 - S 0.35 0.21 0.36 - LowE SWAlpon 22mm intercept 0.29 0.23 0.44 - NC SC S 0.29 0.21 0.40 - - 3.0mm 0.29 0.23 0.14 NC 0.30 0.21 0.39 WA Cbe/Air 3.Omm kterow 0.48 0.66 0.69 - 0.48 0.59 062 -4.0min "wollo 0.49 0.64 0.68 0.50 0.57 0.81 L�/� 3.Omm Irbmw 0.33 0.31 0.58 - - - 0.34 0.28 0.52 - - 4.0mm Internet 0.35 0.31 0.58 - 0.37 0.28 0.52 - Low-E//ugan 3.0mm Intercept 0.29 0.31 0.58 - NC - 0.30 0.28 0.52 - - 4.Ornm Intercept 0.30 0.31 0.58 NC 0.32 0.28 0.52 Lc,fE SmartS n"4Ak 3.Omm Intercept 0.33 0.27 0.53 - 0.34 0.25 0.48 - - 4.0rnm Intercept 0.35 0.27 0.53 - - Q37 0.25 0.47 - FaedlPictrre IC LaWE SmartStn"4Argon 30mm kteratwt 0.28 0.27 0.53 - NO - 0.29 0.24 0.48 - NC 2200Seras wnd- 4.0min ktetcept 0.30 0.27 0.53 - NC - 0.31 0.24 0.47 - - New (also 000dinates LOw E Passwe urO 3.Omm hhtlnpt SIL-N-20 0.33 0.48 0.60 _ _ _ _ 0.35 0.43 90.41 -NC Construction w4h 2127 Series 4.0mm 0.35 0.47 0.59 - 0.37 0.42 Sirigle-Hug Single-Hungwth 30mm Ytercept 0.29 0.48 0.60 _ _ _ 030 043 Windows Naiirg Fin) L.ow-E PaserreS-VArgm 4.Omm Ytsrtttpt 0.30 0.47 0.59 0.32 0,42 La EPeesiveStrlOHealLackO 3.0mm 4tercapt 0.29 0.40 0.60 NC - 0.30 0.38 NC 4.0mm kteoept 0.31 0.39 0.60 - 0.32 0.38 Lav-E PaosiveSunO HeatLock4MArgon 3.Omm k"1010 0.25 0.40 0.60 NC - 0.27 0.36 _ NC 4.0mm kteroept 0.27 0.39 0.80 NC 02B 0.35 HICLOo E StrtAt 3-Omni Intercept 0.33 0.24 0.46 - - - 0.34 0.22 4.Omm )rtercept 0.35 025 0.45 0.37 0.22 SWArgan 3.Omm Intercept 0.28 0.24 046 - NC 0.29 0.22 4.0mm Intercept 0.30 0.24 0.45 11C 0.31 0.71 0.41 Cbe/Ak 30mm Super Spacer 0.47 0.86 0.69 - - - 0.47 0.59 0.62 4.0mm Super Spacer 0.48 0.64 0.68 - - 0.49 0.57 0.61 Low-E/Air 30mm Super Spacer 0.32 0.31 1 0.58 - - 0.33 0.28 0.52 4.0mm Super Spacer 0.34 0.31 0.58 - 0.35 0.28 0.52 - Lar-E/Ngm Zoinm Super Spacer 0.27 0.31 0.56 NC - 0.29 0.28 0.52 - - I.0inm Super Spacer 0.29 0.31 0.58 - NC - 0.31 0.28 0.52 - Lo*E SnvAStn"YAir 30mm Super Spacer 0.32 (127 0.53 - - - 0.33 0.25 0.48 - - - 4.0mm Super Spacer 0.33 0.27 0.53 0.35 0.25 0.47 1.0vrE Sm irr-n*4Npan 30mm Stye Spacer 0.27 0.27 0.53 NC - 0.28 024 0.48 - INC Shape Windo4e 4.Omm Slyer Spacer 0.28 0.27 0.53 - NC - 0.30 0.24 0.47 INC I SC (also coodinates Low-E Pas&.eSuIO aonnn Styer Spacer 0.32 0.48 0.60 - - - - 0.33 0.43 0.53 1 -with 2127 Senes 4.0mm Super Spacer SIL-N-20 0.34 0.47 0.59 0.36 0.42 0.53 Single-Hung with 3.0tnm Super Spacer 0.28 0.48 0.60 029 0.43 0.53 Nating Fin) LowE Paseie3uttlNgon 4.0rnm Super Spacer 0.29 0.47 0.SB 0.31 0.42 0.53 4.0rnm Slyer Spacer* 0.28 0.47 0.59 0.30 0.42 0.53 La E PBBWwStr*HntLockO 30mm Stye Spacer 0.28 0.40 0.80 NC - 0.29 0.36 0.54 - NC 4.0min Super Spacer 0.30 0.39 0.60 - NC - 0.31 0.38 0.53 - LOwE PaateSutO Heati-ockaArgon 30rnm Steer Spacer 0.25 0.40 0.fiD NC 016 0.35 0.54 NC - 4.Omm Super Spacer 0.26 a 0.60 NC - 0.27 0.36 0.53 NC LowE StrVAF 3.0 in Super Spacer 0.32 024 0.46 - - - 0.33 1 0.221 0.41 - - 4.0rnm Super Spacer 0.33 0.24 0.45 - 0.35 0.221 0.41 L-E SWArpm 3.0mm Super Spacer 0.27 0.24 0.46 MIW 0.28 0.71 0.41 4.0mm Super 0.28 0.24 0.45 1 INC 0.30 0.22 0.41 Clear/Ak 22mm Intercept 048 0.04 0.67 - - 0.48 0.58 1 0.60 - 3.0tmm Intercept 0.49 0.63 O.B6 - 0.49 0.57 0.59 - Lav-E7Ak-- 22mm Intercept 0.33 0.30 0.57 - 0.33 0.271 0.51 - - - 3.0mm Intercept 0.34 030 ass 0.35 0.27 0.50 LowE/Arpon 22mm Intercept 0.29 0.30 0.57 - NC 029 0.27 0.51 NCNO 3.0mm Intercept 0.29 0.30 0.56 - NC 0.30 0.27 0.50 NC - LowE Snw*m r/Ak 22mm Intercept 0.33 0.26 0.51 0.33 0.24 0.46 MP 3.0mm Intercept 0.34 0.25 0.51 01 0.24 0.46 _ B 2390 Senes 22mm Intercept 0.29 0.26 0.51 - NO 029 0.23 0.46 - INC SC S Ne"' lowE SmartStne1/Argm 30rnin Imercept 0.29 0.28 0.51 NC - 0.30 0.23 0.16 - NC SC S Construction 22mm Intercept 0.34 0.16 0.58 - - 0.34 0.42 0.52 - - Sliding Windows Sliding Windows Lov-E Pavlveswe SIL-N-21 (coordinates 3.Ornm Intercept 0.34 0.46 0.57 - 0.35 0.41 0.51 with 2200 Senes L.Ow-E PaeeivaSutp 22mm Irmr w 0.29 0.47 0.58 - - Q29 0.42 0.52 - Sirgle-Hug) a 30mm Intercept 0.30 0.16 0.57 - Q3t 0.42 0.51 Low-E PassneStnO HealLocl* 22mm Intercept 0.30 0.39 0.58 - INC 0.30 0.35 0.52 - 3.Omm Intercept 0.30 0.38 0.58 - NC - 0.31 0.35 0.52 - Low-E PaeeveSurO HeatLodtRlArgtm 2.2mm Percept 0.27 0.38 0.58 NC 0.27 0.35 0.52 NC - - 39rnm Intercept 0.27 0.38 0.58 NC - 028 0.34 0.52 NC Low-E SutAir 22mm Intercept 0.33 023 0.44 - 0.33 0.21 0.40 - - - 3.0mm Intercept 0.34 0.23 O.M - 0.35 0.21 0.39 - LaaE Stini 22mm Intercept 0.29 0.23 O.M - NC 0.29 0.21 0.40 3.Omm IM 029 0.23 O.M - NC 0.30 0.21 0.39 - NC 6 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles With Grilles NFRCU.S.ENERGY STAR US.ENERGY STAR Silver Linin Certified v 6.0 v 6.0 Silver Line Product Glass Type/Infill Glass Thickness Spacer Products Series Product Type Directory NwcbM Y ClearlAe 22m. Intsoept G48 0.631 0.65 - 0.48 0.56 0.58 3.0mm Intercept 0.48 0.81 0.65 0.48 0.55 0.58 _. Low-VAr 22mm Intercept 0.33 0.29 0.55 0.33 0.27 0.49 - - - - 3.0nm hisrow 0.34 0.29 0.55 - 0.35 0.25 0.49 - �/A� 22mm Intercept o.29 o.29 0-55 - NC - - 0.29 0.26 0.49 _ NC _ - 3omm ht"aspt 0.30 0.29 0.55 NC 0.31 0.28 0.49 Love-E SMartSln^4Ae 22mm kteroept 0.33 0.25 0.50 - - _ 0.33 0.23 0.45 - 3.0mm Intercept 0.34 0.25 0.50 8 0.35 0.23 0.44 2800 Series LowE SmanScn"4Ngon 22nm Intercept 0.29 0.25 0.50 - NC 0.29 0.23 0.45 - New 3.Onm Irtercepl 0.29 0.25 0.50 - NC 0.30 0.23 0.44 - NC Construct- LOWE PaeeNesure 22mm M"oepl 0.34 0.45 0.56 - - 0.34 0.11 0.50 - - - Slidirg Windows Siidrg Windows 3.0mm intercept S1,44-15 0.34 0.45 0.56 Q35 0.40 0.50 (coordinates 22mm Intercept 0.30 0.48 Q56 0.30 0.41 0.50 wfthS.gI,,Series Low-E Pa�iveS-N Sir2900 S g) Ar9°^ 22nm Intercept. 0.29 0.48 0.56 - - 0.29 0.41 0.50 - - 3.Omm Intercept 0.30 0.45 0.56 0.31 0.40 0.50 Low-E PaeaveSnp HealLotlaS 22mm I tercept 0.30 0.36 0.57 - NC - 0.30 0.34 0.50 - 3.Omm Intercept 0.31 0.37 0.56 0.31 0.34 0.50 Low-E Pasm,Sal®HeaLLacIAYArpon 22mm Intercept 0.27 0.38 0.57 NC - 0.27 0.34 0.50 NO - 3.Ornm I ter 0.27 0.37 0.56 NC 0.28 0.34 0.50 NC Low-E ScnlAir 220m Intercept 0.33 0.23 0.43 - - - 0.33 0.21 0.39 - - 3.onm Intercept 0.34 0.23 0.43 - 0.35 0.21 0.38 - LowE SWAMM 22mm Ini-ept 0.29 0.22 0.43 - NC SC 0.29 0.20 0.39 3.0mm Irt" 0.29 0.22 0.43 - NC 8t. 0.30 0.20 0.38 - NC CleadAir 22om Intercept 0.48 0.63 0.86 - - 0.48 0.57 0.59 - 3.0mm Interoepl 0.48 0.82 4165 - 0.49 0.56 0.58 Low-E/Ar 221nm Interoepl 0.34 0.30 0.58 _ _ _ 0.34 0.27 0.50 - - 3.0nm Intercept 0.34 0.30 0.55 - - 0.35 0.27 0.49 - LowFJAM- 22mm Intercept 0.30 0.29 0.56 - NC - 0.30 0.27 0.50 NC - 3.0mm In"now 0.30 0.29 0.55 - NC - 0.31 0.26 0.49 - LvrE Sm"tSun-/Air 22mm ktercept 0.33 0.28 0.51 - - - 0.33 0.23 0.45 - - - 3.0nm I 0.34 0.26 0.50 - 0.35 0.23 0.45 - LowE SmartScn^/Argon 22nm Intercept 0.29 0.25 0.51 - NC 0.28 023 0.45 - 3.Omm Intercept 0.30 0.25 0.50 - NC 0.31 0.23 0.45 - Sugle-Hug Low-E PaesiueSra� 22nm Intercept 0.34 0.46 0.57 - - - - 1134 OA1 0.51 - - Wv,dows 3.Omm Intercept SIL-N-16 0.34 0.45 0.56 - - - 0.35 0.10 4150 - - 22mm Intercept 0.30 0.46 0.67 0.30 0.41 0.51 Low-E PastiveSuAWArgon 22mm htercepC 0.28 0.46 0.57 1129 0.41 0.51 3oMM Intercept 0.30 0.45 0.56 0.31 0.41 0.50 Low-E PasseeeSu�HeaILocItS �m I 0.30 0.38 0.67 - NC 0.30 0.34 0.51 - NC 3.0nm Intercept 0.31 0.38 0.57 0.31 0.34 0.51 Low-E Pasm*SuM Heati-odcMNgon 22mm Intercept 0.27 0.38 0.57 NC - 0.27 0.34 0.51 MCC Irteroept 0.27 0.38 0.57 NC - 0.28 0.34 0.51 HC IC Law-E SWAT 22mm Intercept 0.33 0.23 0.44 - - 0.33 0.21 0.39 S 3.0mm Intercept 0.34 0.23 0.43 0.35 0.21 0.39 S Low-E S riAngon 22nm 0.29 0.22 O.M - NC 0.29 0.20 0.39 - NC SC 8 3.omm 0.29 0.71 0.43 - 4130 0.20 0.39 - NC SC S Clea/Air 3.0mm Irt"oept 0.48 0.64 0.67 - - 0.48 0.57 0.60 - - 4.0nm Intercept 0.49 0.62 0.67 - 0.50 0.56 0.59 - LovrE/Nr 3.Omm Ir'tercept 0.34 0.30 0.57 - _ _ 0.35 0.28 0.51 - - 4.0mm Intercept 0.36 0.30 0.56 - 0.37 0.28 0.50 - LowFft- 3.0mm htercepl 0.29 0.30 0.57 - NC - - 0.30 0.27 0.51 - NC 4.0nim hi"cept 0.31 0.30 0.56 - 0.33 0.27 0.50 - Law•E SnuriS--/Ale 3.Omm Intamept 0.33 0.26 0.52 - 0.35 0.24 - 2900 Series 4.Onm 4tercapt 0.35 0.27 0.51 _ _ _ _ 0.37 0.24 0.46 - New LewE SrnartS -/Arg- 3.0awn kt"oept 029 0.26 0.52 - NC - Q30 0.24 0.46 HC - Constructon 4.Omm ktercept 0.30 0.25 0.51 NC 0.32 0.24 0.46 Single-Hung 3.omm I teroept 0.34 0.48 0.58 - - - - 0.35 0.42 0.52 - Windows Fixed/Pic[ure Low-E PaseiveSnl windows 4.Omm ktercept SIL-N-17 0.36 0.45 0.58 - 0.38 0.41 0.51 - (eidudes4900 3.Onm Intercept 0.30 0.47 0.58 0.31 0.42 0.52 Series Single- - - Hung) Low-E PaeclveSunNArgon 30mm Intercept. 0.29 047 0.58 - - 4130 0.42 0.52 4.Omm Inthow 031 0.46 0.58 0.33 0.41 0.51 Lowe PaeaiveSWO HealLodr! 30mm Intercept 0.30 0.39 a - NC - 0.31 0.35 0.52 4.Omm I teroept 0.31 0.36 0.58 - 0.33 0.35 0.52 - Lnw-E Pasw.Sur*HeatLWJ MNgon 3.Omm I teroept 0.27 0.39 0.58 14C - 0.27 0.35 0.52 _ - 4.Omm Irtwo.0 0.28 0.38 0.58 NC 0.29 0.34 0.52 - NC Low-E SWAIr 3.Omm ktercept 0.33 0.24 0.45 0.34 0.21 0.40 4.Omm Intercept 0.35 0.24 0.44 0.37 a22 0.40 Lo E S rwArgon a0mm Irteroept 0.29 0.23 0.45 - NC 0.30 0.21 0.40 - NC 4.0nm Interoept 0.30 0.23 0.44 - NC 0.32 0.21 0.40 - ClesdAk 3.0mm Super Spacer 0.47 0.64 0.57 - - 0.47 0.57 0.80 - - - 4.0mm Super Spacer 0.48 0.82 0.67 - 0.49 0.56 0.59 - LowE/Ar 3.0om Super Spacer 0.32 0.30 0.57 _ _ _ 0.34 0.27 051 4.0nm Super Spacer 0.34 0.30 0.56 0.36 0.27 0.50 L-VArgon 3.0nm Super Spacer 0.28 a30 0.57 - NC - 0.30 0.77 0.51 - 4.0nm Super Spacer 029 0.30 0.56 - NC 0.31 0.27 0.50 - LowE S wtSw-/Ah 3.0nm Super Spacer 0.32 0.26 0.S2 0.33 0.24 0.46 - 4.0mm Super Spacer 0.34 0.26 0.51 Q36 0.24 0.40 Low-E SnaRsun'r4AWn 3.0mm Super Spacer 0.28 0.26 0.52 - NC - 0.29 0.24 0.46 - - Alomm Super Spacer 029 0.26 0.51 NC 0.31 0.24 0.46 Shape Windows Low-E p�neSnis 3.0mm Super Spacer SIL4L17 033 0.46 0.58 - - 4134 0.42 0.52 - 4.Omm Super Spacer 034 0.45 058 - 0.36 0.41 0.51 L t w-E PaseWeSnMArgon 3.0nm Super Spacer 0.28 0.47 0.58 - - 0.29 0.42 0.52 4.0mm Super Spacer 0.30 0.46 0.58 0.31 0.41 0.51 Low-E PaswvsSu 9 HeatLaclaS 30nm Super Spacer 0.29 0.39 0.58 NC - - 0.30 0.35 0.52 - NC 4.0mm Super Spacer 0.30 0.38 0.58 - NC 0.32 0.35 0.51 Low•E PaeaveSu lb HeaILookO'Argon 3.0mm Sup"Spacer 0.26 0.39 0.58 NC - 0.26 0.35 0.52 NC 4.Omm Super Spacer 0.27 0.38 0.58 NC - 0.28 0.34 0.52 NC Low-E SrtAF 3.0nim Super Spacer 0.32 0.24 0.45 - - 0.33 0.21 0.40 - 4.0nm Sup" cer Spa0.34 0.21 0.44 - 8 0.36 0.22 0.40 LovfE SWAgm 3.Omm S m Spacer 0.28 0.23 0.45 - NC SC S 0 0.21 0.40 I.Onm Spacer 0.29 0.23 O.M - NC SC S 19 0.31 0.21 0.40 - 7 Data is current as of July 2018 and is subject to change. See page 1 for more information. NERC U.S-ENER6Y STAR U.S.ENERGY STAR Silver Line® Certified V VU g VU Line L Produc5 t Product Type Glass Type/Infill Glass Thickness Spacer Products 5 + a 5 Ser es Directory j i T 2 p j Number i CleadAir 22nm _ _ Intercept 0.46 0.62 0.60 - - - - 0.46 0.55 0.57 - - 3.Omm Intercept 0.46 0.60 0.60 - 0.46 0.54 0.57 - Lo.-FJAir 22mm _ Intercept 0.33 0.29 0.54 - - - 0.33 0.26 0.49 - 3.Omm Intercept 0.33 0.29 0.54 - - 0.33 0.26 0.46 Low-E/Argon 2-2m. Intercept 0.29 0.26 0.54 - NC - - 0.29 0.26 0.49 - NC - - 3.Omm Intercept 0.29 0.26 0.54 - NC 0.29 0.26 0.46 - NC LowE Smarts--/Air 22mm Intercept 0.33 0.25 0.50 - 0.33 0.22 0.44 - - - 3.Omm Intercept 0.33 0.25 0.49 - S 0.33 0.22 0.44 - Lo-E SmartSun-/Argon 22mm Intercept 0.29 0.25 0.50 - NC $ 0.29 0.22 0.44 - NC 3.Omm Intercept 0.29 0.24049 - NC 029 0.71 0.44 NC Low-E PassiveSura 22mm Intercept 0.33 0.45 0.56 0.33 0.40 0.50 - Double-Hung 3.0mm Intercept SIL-N3.3 0.33 OA4 0.55 - - - 0.33 0.40 0.49 - - - windwve 22mm Intercept 0.30 0.45 0.56 0.30 0A1 0.50 Low-E PassiveSurMAngon 22mm Intercepr 0.29 0.45 0.56 - 0.29 0.41 0.50 - - 3.Omm Intercept 0.30 044 0.55 0.30 0.40 0.49 NC 3.Omm Intercept 0.29 0.44 0.55 0.29 0.40 0.49 NC LOW-E PassiveSunS Hee LockO 2.2mm Intercept 0.29 0.37 0.56 NC1 0.29 0.33 0.50 - NC - 3.Omm Intercept 0.29 0.37 0.55 NCI 0.29 0.33 0.49 NC LowE PaseiveSur*Hea6.ocklilliNgon 22mm Intercept 017 0.37 0.56 NCI 0.27 0.33 0.50 NC - 3000 Series 3.0mm intercept 0.27 0.37 0.55 NC - - 0.27 0.33 0.49 NC - - New Low-E SrVAir 22mm intercept 0.33 0.22 0.. 18 0.33 0.20 0.36 - -C onstruction 3.Omm Intercept 0.33 0.71 0.42 - S 0.33 0.211 0.38 Double-Hung 22mm Intercept 0.29 0.22 0.43 - NC SC 8 0.29 0.20 0.38 - INC W indows LavE SNArgm 3.0mm intercept0.29 0.22 0.42 - NC SC 0.29 0.20 0.38 - NC (includes 3900 3Amm Intercept 0.45 0.65 o6e - - - - 0.45 0.56 0.61 - - - - Senes DOUde- CkOdAir Hung) 4.Omm Intercept 0.46 0.63 0.68 - - - - 0.46 0.57 0.61 LawE/Ae 3.Omm Intercept 0.31 0.31 0.58 - 0.31 0.28 0.52 - - - 4.Omm Intercept 0.31 0.31 0.57 - - 0.31 0.28 0.51 Low-E/Ngon 3.Omm intercept 0.27 0.30 0.58 NO - 0.27 0.28 0.52 NC 4.Omm Intercept 0.27 0.30 0.57 NC 0.27 0.27 0.51 NO Low-E SmartSn /As 3.0mm Intercept 0.31 0.27 0.53 - - 0.31 0.24 0.47 - - 4.Omm Interoept 0.31 0.27 0.52 - 0.31 0.20 0.47 - Lv E SmartSun„4Argm 3.Omm Intercept 027 0.26 0.53 NC - - 027 0.24 0.47 NC 4.Omm Intercept 0.27 0.26 0.52 NC 0.27 0.24 0.47 NC Fixed/Pktae Low-E PassiveSun* 3.0mm Intercept SIL-N-35 0.31 0.47 0.59 - - 0.31 0.43 0.53 - Windows 4.Omm kteroept 031 0.46 0.59 0.31 0.42 0.53 Low£Passi-S-VAngon 3.0mm Intercept 0.26 0.48 0.59 - - 0.28 0.43 053 4.Omm Intercept 0.27 0.47 0.59 0.27 0.42 0.53 Law-E Pass-SurS HeatLockO 3.Omm Int." 0.27 0.39 0.60 NC 0.27 0.36 0.53 NCI - 4.Omm Intercept 0.28 0.391 0.59 NC 0.28 035 0.53 NC Low-E PaseNeSu*HeadLocWArgon 3.Omm Intercept 0.24 0.39 1 0.60 NC - 024 0.35 0.53 NC - 4.Onnm Intercept 0.24 0.39 0.59 NC - 0.24 0.35 0.53 NC Low-E SurVAir 3.Omm Intercept 0.31 0.24 0.45 - - - 0.31 0.21 0.41 6 4.0mm Intercept 0.31 0.24 0.45 F81 0.31 0.22 0.40 S Low-E SWArgon 3.Omm Intercept 0.27 0.23 0.45 NC SC S1 0.27 0.21 0.41 NC SC S 4.Omm Intercept 0.27 0.23 0.45 NC SC S 0.27 0.21 0.40 NC Sc S Clear/As 3.0mm Super Spacer 0.45 0.65 Use - - - - 0.45 0.58 0.61 - - - - 4.Omm Super Spacer 0.45 0.63 0.66 - 0.46 0.57 0.61 LO.-VAR 3.0mm Super Spacer 0.30 0.31 0.51 - NC - - 0.30 0.28 0.52 NO - 4.Omm Super Spacer 0.30 0.31 057 NC 0.32 0.28 0.51 Low-E/Angcn 3.0mm S p.Spacer 0.26 0.30 0.56 NC - 0.21 0.28 0.52 1 NO 111 - 4.Omm Super Spacer 0.26 0.30 0.57 NC 011 027 0.51 NC Lo E SmartSun^4Air 3.0mm Super Spacer 0.30 0.27 0.53 - NC - - 0.30 0.24 0.47 NC SC $ 3000 Series 4.Omm Super Spacer 0.30 0.27 0.52 - NC - 0.31 0.24 0.47 New Low-E SmrtSun"'/Argon 3.Omm Super Spacer 0.26 0.26 0.53 NC - 026 0.24 0.47 NC SC Construction 4.Omm Super Spacer 016 0.26 0.52 NC 0.27 0.24 0.47 NC SC $ Doubt-Hurg Shape Windom Low-E Paesiue5ur� 3.Omm Super Spacer SIL44-35 03D 0.47 0.59 - 0.30 0.43 0.53 Windows 4.0mm Super Spacer 0.31 0.46 0.59 - 0.32 0.42 0.53 (indudes 3900 Senes Double- Low-E PassweSurMArgon 3.Omm Super Spacer 0.26 0.48 0.59 - 026 0.43 0.53 - - - Hung)corhmxred 4.Omm Super Spacer 0.26 0.47 0.59 - - 027 0.42 0.53 Low-E PasweSu*Heatt-ocM 3.Omm Super Spacer 0.26 0.39 0.60 INCI 026 0.36 0.53 NC 111 - 4.0mm Super Spacer 0.27 0.39 0.59 NC 0.26 0.35 0.53 INCI Low-E PaeaveSun®HeattDaIMArgon 3.Omm Super Spacer 0.23 0.39 0.60 NC - - 023 0.35 0.53 NC - - 4.0mm Super Spacer 0.24 0.39 0.58 NC 0.24 0.35 0.53 NC Low-E Sun/Air 3.0mm Super Spacer 0.30 0.24 0.45 - NC SC 0.30 0.21 0.41 - NC 4.0mm Super Spacer 0.30 0.24 045 NC SC S 0.31 0.22 0.40 S Low-E SuVArgon 3.Omm Super Spacer 0.26 0.23 0.45 NC SC S 0.26 0.21 0.41 NC SC S 4.0mm S Spacer 0.21 0.23 045 NC SC S 0.27 0.71 0.40 NC Sc S 8 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles NFRC U.S.ENERGY STAN U.S.ENERGY STAR Silver Line® Certified `o v6A v6.0 Silver Line Product Product T Glass Type/Infill Glass Thickness Spacer Products Series yPe Directory w S $ Numbw Clear/Air 3.0mm Temp Intercept 0.47 0.630.67 - - 0.47 0.56 0.58 - 4.0mm Tamp Intercept 0.47 0.61 0.65 0.47 0.54 0.58 - UN.FJAir 3.0mm Temp Intercept 0.33 0.30 0.58 - - 0,331 0.27 1 0.49 - - 4.0mmTemp intercept 0.33 0.30 0.56 0.33 1 0.27 0.49 Low-EIAngon 3.Omm Temp ltero4pt 0.29 0.30 0.56 INCI 0.29 0.28 0.49 NC - 4.Onnm Temp Intarow 0.29 0.29 0.56 NC 0.29 0.26 0.49 INC Low-E SmerMw-/Air 3.0mm Temp Intercept 0.32 0.26 0.51 - 0.32 0.23 0.45 - 4.Ornm Temp 6Mcep1 0.33 0.26 0.51 0.33 0.23 0.45 - LawE Sma tSuri 4Mgon 3.Ornm Temp wftrcw0.29 0.28 0.51 NC 029 0.23 0.45 NO 4.Omm Temp ht-W 0.29 0.26 0.51 NC 0.29 0.23 0.45 Nq 3.0mm Temp S0.-lit-COO 0.33 0.46 0.58 - 0.33 0.41 0.51 Patio Door Low-E PamNeSurO 4.0mm Temp Intercept Q33 0.45 0.57 - - 0.33 0.40 0.50 LowE PaseneSunWArgoo 3.0mm Tamp Intercept 0.28 0.46 0.58 - 029 0.41 0.51 - - - 4.Omm Temp Intercept 0.29 0.45 0.57 1 1 0.28 0.401 0.50 NC LowE PaseireSunW Heati-ockG 3.0mm Temp Itercept 0.29 0.38 0.58 NCI 1 -1 0.29 0.34 0.51 NC 4.0mm Temp Intercept 0.28 0.38 0.57 NCI 1 1 0.28 0.34 0.50 NC LawE PawiveSlre HealLocl®fAngon 3.Omm Temp Intercept 0.26 0.38 O. NC - 0.26 0.34 0.51 Nd 4.0mm Ternp intercept 0.25 0.38 0.57 NC -I 0.28 0.33 0.50 NO Low-E SInIN 3.0mm Tarp Intercept 0.32 0.23 0.44 - - - - 0.32 0.21 039 - - - 4.Omm Temp Intercept 0.32 0.23 0.44 0.32 0.21 0.39 Low-E SWArym 3.Omm Temp Intercept 0.28 0.23 0.44 NC SC 0.29 0.20 0.39 NC Sc 4.Omm Temp Intercept 0.28 0.23 0.44 NC SCM 028 0.20 0.39 NC SC Patio Doors wM Low-HAi 3.0mma Tnp Intercept SIL-N4)0 0.35 0.30 0.56 Blinds ClearlAir 3.Omm Temp Intercept 0.47 0.64 0.67 - - - - 0. _ 4.Qnm Temp Intercept 0.48 0.61 0.66 - 1148 0.54 0.58 - LowEfAi 3.Ornm Temp Intercept 0.33 0.30 0.56 - - - 0.33 0.27 0.49 rnman - - - - 40Tp intercept 0.33 0.30 0.56 0.33 0.77 0.49 Low-EJArgon 3.Omm Temp Intercept 0.30 0.30 0.56 NC 0.30 0.25 0.49 rrm 4.0Temp Intercept 0.30 0.30 0.56 NC 0.30 0.26 0.49 NC Low-E SmatSune4Air 3.Omm Temp Intercept 033 0.28 0.51 - - - 0.33 0.23 0.45 4.Omm Tamp Intercept 0.33 0.28 0.51 0.33 0.23 0.45 - Low-E SmaItSun^/Argon 3.Omm Temp Intercept 0.29 0.26 0.51 NC - 0.29 0.23 0.45 NC SC S 5500 Series 4.0mm Temp Intercept 0.28 0.28 0.51 NC 0.29 0.23 0.45 NC Sc S Patio Doors PG50 HVHZ Path 3.Omm Temp intercept 0.34 0.46 0.58 - - 0.34 0.41 0.51 - - - (nduoes 5700 Doors Low-E Palave6utS SIL-N-60 Series Pat 4.Omm Temp Intercept 0.34 0.45 0.57 - 0.34 0.40 0.50 Doors) Lo wE PassoeSuAMArgon 3.0mm Temp Intercept 0.30 0.46 0.58 - - Q30 0.41 0.51 - - 4.OmmTemp Intercept 0.30 0.45 0.57 0.30 0.40 0.50 NC LowE PassireSunO HealLockS 3.Omm Temp Intercept 0.29 0.38 0.58 NC - - 0.29 0.34 0.51 NC - 4.0.1nm Temp 4tacell 0.30 0.38 0.57 NC 0.30 0.34 0.50 INC L.owE P-S.0 HeatLockMArgon 3.0mm Temp kterapl 0.27 0.38 0.58 NC - - 027 0.34 Q51 NC - 4.0mmTemp Intercept 0.27 0.38 0.57 NC 0.27 0.33 0.50 NC Low-E SWAT 3.OmmT mp hteroept 0.33 0.23 0.44 - - - - 0.33 0.21 0.39 - - - _ 4.Omm Temp 0.33 0.23 0.M - 0.33 0.21 0.3g - Low-E SWArpon 3.Omm Tanp Mappt 0.29 0.23 0.44 NC 0.29 0.20 0.38 NC S 4.0minTernio 0.29 0.23 0.44 NC 0.29 0.20 1 0.39 NC S HVHZ Patio Doors Lew-E/Ain 3.0mm Temp Intaroapt SIL-NEO 0.35 0.30 0.56 - - - - - - - - wth Blinds ClmdAv 3.Omm Temp him 0.47 0.63 0.67 - - 0.47 0.58 1 0.56 - - 40mm Temp kftrow 0.47 0.61 0.65 0.47 0.54 0.58 LowFJAIn 3.Omm Temp ktao-- 0.33 0.30 0.56 - - - - 0.33 0.27 0.49 - 4.0mm Temp ktwcw 0.33 0.30 0.56 033 0.27 0.49 - LowElAryon 3.0inm Tanp IrtaOept 0.29 0.30 0.56 - NC - - 0.29 0.26 0.49 - NC - - 4.0mm Temp Intercept 0.211, 0.29 0.56 - NC 029 0.28 0.49 - INC LaxE Smarl,Snn- i 3.Omm Temp etaoepl 0.32 0.25 0.51 - 0.32 0.23 0.45 - 4.0mm Temp Irtercept 0.33 0.26 0.51 - 0.33 0.23 0.45 Low-E SmartSun"4Agm 3.Omm Tarp Intwoept 0.29 0.25 0.51 - INC - 0.29 0.23 0.45 - NC 4.Omm Temp Intercept 0.29 0.26 0.51 NC - 0.29 0.23 0.45 - INC Stile Lees and Low-E PaavaeSuA 3.0mm Tarp Intercept SIL-N-60 0.33 0.48 0.58 - - - 0.33 0.41 0.51 -Transom 4.Oinm Temp Intercept 0.33 0.45 0.57 - 0.33 0.40 0.50 - Low-E Pas-Su*/AWn Minim Temp Intercept 0.29 0.46 Q58 - - 0.29 0.41 0.51 4.0mm Temp Intercept 0.29 0.45 0.57 0.29 0.40 0.50 NC Low-E PasaveSurS HOOKA O, 3.Omm Temp Intercept 0.29 0.38 0.58 NC - 0.29 0.34 0.51 IIC 4.0mm Temp Intercept 0.29 0.38 0.57 NC 028 0.34 0.50 - Lov E Passi eSunO Hea0.ocNMNgon 3.0mm Temp Intercept 0.26 0.38 0.58 NC - 0.25 0.34 0.51 4.Ornm Temp Intercept 0.26 0.38 0.57 NC 026 0.33 0.50 NC Low-E SWAP 3.Ornm Tamp Intercept 0.32 0.23 Q44 - - 0.32 0.21 0.39 4.Omm Temp IAeroept 0.32 0.23 0.44 0.32 0.21 0.39 LWE SWAngon 3.Omm Temp Intercept 0.20 0.23 0.44 - NO B 0.29 0.20 0.39 NO_ 4.Omm T Irtwoopt 0.28 0.23 0.44 - NC SC 61 0.28 0.20 0.39 -1 INC 9 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles With Grilles NFRC U.S.ENERGY STAR U.S.ENERGY STAR Silver Line® Certified o tj v6.0 8 V v8A Silver Line Product Glass Typellnfill Glass Thickness Spacer Products m e Series Product Type Directory 4 m $ Number i Clear/Air 3.Omm Temp Intercept 0.46 0.63 0.67 - - 0.45 0.56 0.58 - - 4.Omm Temp Intercept 0.46 0.61 OAS 0.46 0.54 0.58 Low-F1AY 3.Omm Temp Intercept 0.32 0.30 0.55 - - - Q32 0.27 0.49 - - 4.OmmTemp Intercept 0.32 0.30 0.58 0.32 0.26 0.49 Lm-F/AMce 3.0mm Temp Intercept 0.25 0.30 0.53 NC - - Q28 0.26 0.49 INC 4.Omm Temp Intercept 0.28 0.29 0.56 NC 0.28 0.26 0.49 INC Low-E Smar64m"4AY 3.0mm T Intercept 0.31 0.26 0.51 0.31 0.23 0.45 - 4.OnmTWW Intercept 0.32 0.23 0.51 Q32 0.23 0.45 - LowE SmartSun„4Npan 3.Omm Temp Intercept 0.28 0.25 0.51 NC 0.28 0.23 OAS NC 4.0mm Temp Intercept 0.28 0.25 0.51 NC Q28 0.23 0.45 IdC 3.0mm Temp Intercept 0.32 0.46 0.58 - - 0.32 0.41 0.50 Patio Doss LowE Paeduesral� 4.0mm Temp Intercept SILA436 0.32 OAS 0.57 0.32 0.40 0.50 Lowi-E Paan--A.M pon 3.Omm Temp Intercept 0.28 0.46 0.58 - 0.28 0.41 0.50 - - 4.0mm Temp Intercept 0.28 0.45 0.57 028 0.40 0.50 NC Low-E PaseiveSunO HeatLookS 3.Omm Temp Intercept 0.28 0.38 0.58 NC - 0.28 0.34 0.51 NO 4.Omm Temp Intercept 0.28 0.38 0.57 HC 0.28 0.33 0.50 INC Low-E PaerveSu!H_E ck&Argan 3.Omm Temp Intercept 0.25 0.38 0.58 - 025 0.34 0.51 NC 4.Omm Temp Intercept 0.25 0.38 0.57 NO 0.25 0.33 0.50 NCNC Low-E SWAT 30nm Temp Intercept 0.31 0.23 0.44 - 0.31 020 0.39 4.Omm Temp Intercept 0.32 0.23 0.44 0.32 0.21 0.38 Low-E SWArgm 3.Omm Ternp pbroept 0.28 0.22 0.44 NC 0.28 0.20 0.39 NC 5800 Series I.OmmT 0.28 0.23 0.44 NC 0.28 0.20 0.36 NC Patio Doors Clr/� 3.Omm Temp Intercept 0.46 0.63 0.67 - - 0.46 0.56 0.58 - - 4.Omm Temp Intercept 0.46 0.61 0.66 - 0.46 0.54 0.53 - L�/Aw 3.Omm Ternp Intercept 0.32 0-30 0.56 - - 0.32 0.27 0.49 - - - 4.Omm Temp Intercept 0.32 0.30 0.53 - 0.32 0.28 0.49 - LowE/regon 3.Omm Temp Intercept 0.28 0.30 0.56 - NC - 0.28 0.23 0.49 4.Omm Temp Intercept 0.28 0.29 0.56 - NC 0.23 0.25 0.49 NC - LowE SmarlSne4Air 3.O nm Temp Intercept 0.31 0.26 0.51 - 0.31 0.23 0.45 - 4.Omm Temp Intercept 0.32 0.26 0.51 0.32 0.23 0.45 Low-E SmadSn,/Argon 3.Omm Temp Intercept 0.28 0.25 0.51 - NC SC 0.28 0.23 0.45 - INC, 4.Omm Temp Intercept 0.28 0.25 0.51 NC SC 8 0.28 0.23 0.45 - NC Sloe Lites and 3.Omm Temp intercept 0.32 0.46 0.58 - - - 0.32 0.41 0.50 - - Transoms L.owE PamireSlal� 4.Omm Temp intercept SIL-N-33 0.32 0.45 0.57 0.32 0.40 0.50 Lo E P=wASu&Argm 3.Omm Temp Intercept 0.28 0.46 0.58 Q28 0.41 050 - - 4.Omm Temp Intercept 0.28 0.45 0.57 023 0.40 0.50 me LowE PaeKeSunar HestLocM 3.Omm Temp Irtercept 0.23 0.38 0.58 NC 0.28 0.34 0.51 4.Omm Temp Intercept 0.28 0.33 0.57 NC 0.28 0.33 0.50 NO Low-E PasiveSraA HealLockwft- 3.0mm Temp Intercept 0.25 0.38 0.58 NC - 0.25 0.34 0.51 NC 4.01m Temp Intercept 0.75 0.38 0.57 NC 0.25 0.33 0.50 NC Low-E SWAT 3.Omm Temp Intercept 0.31 0.23 0.44 - - - 0.31 0.20 0.39 - - - S 4.0nm Temp Intercept 0.32 0.23 0.44 - S 0.32 0.21 0.38 - _ S Low-E SWAMM 3.Omm Temp Interoept 0.28 0.22 0.44 - NCI SC S 0.28 0.20 0.39 - NC SC 8 4.Omm Temp Intercept 0.28 0.23 044. - NCIQ 0.28 0.20 0.36 - NC SC Clmt/AY 22mm Intercept 0.48 0.55 0.56 - - 0.48 0.50 0.51 - - - 3.Omm intercept 0.48 0.54 0.56 - - 0.48 0.49 0.50 - Lov,&Aar 22mm Intercept 0.36 0.2S 0.48 - - - 0.36 0.24 0.43 - 3.Omm Irteroept 0.36 0.23 0.17 - 0.36 0.23 0.43 - Low-F1Mgm 22mm Intercept 0.33 0.25 0.43 - 0.33 0.23 0.43 - 3.Omm Intercept 0.33 0.25 Q47 - 0.33 0.23 0.43 Low-E SmanSun"4Av 22mm Intercept 0.36 0.72 0.43 - 0136 0.20 0.39 - - 3.0mm Intercept 0.36 0.22 0.43 1 0.36 0,201 0.39 - Low•E SmadSun^4Npon 22mm Intercept 0.32 1 022 0.43 - - -1 Q32 0.20 0.39 - - 590OSeries 3.0nm Interoepl 0.32 0.22 0.43 0.32 0.20 0.38 Replacement 22nm Intercept 0.36 0.40 0.49 - - 0.36 0.36 0.44 Hopper Windows Low-E PasuveSUM SIL-N-14 Hopper 3.Omm Intercept 0.36 0.39 0.48 - 0.36 0.35 0.44 - Windows 22mm Intercept 0.33 0.40 0.49 0.33 0.37 0.44 - L.ow-E Pas---WAMm 3.Omm Intercept 0.33 0.40 0.48 Q33 0.33 0.44 Low-E Paceivesue HML.odA 22mm Intercept 0.33 0.33 0.49 - - - - 0.33 0.30 0.44 - - 30nm Intercept 0.33 0.33 0.49 - - 0.33 0.30 0.44 - Low-EPaaNeSumHmtLoeMWArgon 22mm Intercept 0.30 0.33 0.49 _ _ _ _ 0.30 0.30 0.44 atimm Intercept 0.30 0.33 Q49 - 0.30 0.30 0.44 Low-E SWAY 22mm Intercept 0.36 0.20 0.37 _ _ _ _ _ _ 3.0mm Intercept 0.35 0.20 0.37 0.35 0.18 0.34 Low-E SuJAMon 22mm Intercept 0.32 0.19 0.37 - - Q32 0.18 0.34 - 3.0mm Inter 0.32 0.19 0.37 0.32 0.18 0.34 Cltar/AY 22mm Intercept 0.46 0.30 0.32 - - OAS 0.53 0-55 - _ - 3.Omm Intercept 0.46 0.58 0.61 0.46 0.52 0.56 Lo-E/Alr 22mm Intercept 0.33 0.28 0.52 - - - Q33 0.25 0.47 - - 3.0mm Intercept 0.33 0.23 0.52 0.33 0.25 0.46 - Lew-HNgun 22mm Intercept 0.30 0.28 0.52 - NC - 0.30 0.25 0.47 - NC 3.0nm Intercept 0.30 0.27 0.52 - NC 0.30 0.25 0.46 - NC LarE SmedSul"4Air 22mm Intercept 0.33 0.24 0.48 - - S 0.33 0.22 0.42 - - 3.Onm Intercept 0.33 0.24 Q47 - _ S 0.33 0.22 0.42 - LOA,E SmartSun-M gm 22mm oteroept 0.30 0.24 0.48 NC SC S 0.30 0.21 0.42 - NC 8600 Series 3.0mm Intercept 0.30 0.24 0.47 - NO SC 0.30 0.21 0.42 - INC Replacement Double+lurg Low-E PaakeSuA 22mm Intercept SIL-N-81 0.33 0.43 0.54 - - 0.33 0.39 0.48 - - Double-Hurg Windows 30mm Intercept 0.33 0.43 0.53 0.33 0.38 0.47 Wino°ws 22mm Intercept 0.30 0.44 0.54 - - Q29 0.39 0.48 NC - Low-E PasslveSuwAngm 3.Omm Intercept 0.30 0.43 0.53 - 0.29 Q33 0.47 NC Low-E PaswreSln*Heall-ocJA 22mm Intercept 0.30 0.36 0.54 - NC - - 0.30 0.32 0.48 - NC 3.0mm Intercept 0.30 0.35 0.53 - NC 0.30 0.32 0.47 NC Low-E PassiveSu�Hati-oclOW Vgon 22mm Intercept 0.27 0.36 0.54 NC - 0.77 0.32 0.48 INC _ - 3.Omm Irtencept 0.27 0.ffi 0.53 NC Q27 0.32 0.47 NC Low-E SWAT 22mm Intercept 0.33 0.21 0.11 - - 0.33 0.19 0.37 - - - 3.Omm Intercept 0.33 0.21 0.11 0.33 0.19 0.36 - Low-E SWArgm 22mm Intercept 0.30 0.21 0.41 - NC Sc 3 0.30 0.19 0.37 - 3.Omm intercept 0.30 0.21 Q4 NNC SC S 0.30 0.19 10 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles With Grilles NERC U.S.ENERGY STAR U.S,ENERGY STAR Silver Line® Certified o Cj v 6.0 o U v 6.0 Silver Line Product Glass Type/Infill Glass Thickness Spacer Products u c� u Series Product Type Directory 4 4=0 '4 w Number S3 $ Cieffi/Air 2.2min Intercept 0.47 0.60 0.62 - - - - 0.47 0.53 0.55 - - - _ 3.0mm Intercept 0.47 0.59 0.62 - 0.47 0.52 0.55 LowE/Air 22mm Intercept 0.33 026 0.53 - 0.33 025 0.47 3.0mm Intercept 0.33 028 0.52 - 0.33 025 0.46 - S Low-E/Argon 22mm Intercept 0.30 028 0.53 - NCtO 02s 0.47 - 14C SC S 3.OmmIntercept 0.30 028 0.52 - NO 025 0.46 NC SC S Low-E SmortS n-lAk 22mm Intercept 0.33 024 0.46 - 022 0.43 - 8700 Series 3.Ormt Intercept 0.33 024 0.47 - - 022 0.12 - Replacement Low-E 8nartSun1 lArgon 2.2nm Intercept 0.30 024 0.48 NC 022 0.13 Sliding 3.0mm Intercept 0.30 024 0.47 NC 021 0.42 Windows 2.2mm Intercept 0.34 0.43 0.54 0.39 0.48 - - (ccordinates sliding Wndowa InwrE Ps»iveSurrO 3Omm Intercept &L44-10 0.34 0.43 0.53 0.38 0.47 with 8600 -� -- 22mm ----Intercept 0.30 0.44 0.54 - 0.39 0.48INC Senes Double- LowE Pas.1-SturNflegon Hung) 3.Omm Intercept 0.30 0.43 0.53 - 0.39 0.47 - NC - LowE PasdveSrnO HatLock® 2.2mm Intercept 0.30 0.36 0.54 - NC0 0.32 0.48 - NC - - 3.0mm Intercept 0.30 0.36 0.54 - NC 0.30 0.32 048 NC LowE PalaiveSmO HeaLLxkWArgw 22mm _Intercept 0.28 0.36 0.54 NC - 028 0.32 0.48 NC - 3.0mm Intercept 0.28 0.35 0.54 NC - 0.28 0.32 0.48 NC LowE /� 22mm Intercept 0.33 021 0.41 - - 0.33 0.19 0.37 - - - 3.0mm Intercept 0.33 021 0.41 0.33 0.79 0.388 LOwE SurdArgon 22mm Intercept 0.30 021 0.41 - NC 0.30 0.19 0.37 - NC SC_ S 3.omm In 0.30 021 0.41 NC 0.30 0.19 0.36 NC SC S (lesdAlr 22mm Intercept 0.46 0.60 0.62 - 0.46 0.53 0.55 - - - 3.Omm - Intercept 0.46 0.58 0.61 - 0.46 0.52 0.55 - LowE/Air 22mm Intercept 0.34 026 0.52 - - - 0.34 025 0.47 - 3.omn _ Intercept 0.33 028 0.52 - 0.33 025 0.46 Lo-ElArgon 22mm Intercept 0.30 028 0.52 - NC - 0.30 025 0.47 - 3.0mm Intercept 0.30 027 0.52 - NC - 0.30 025 0.46 No M - Law-E SradSune4Air 22mm -- - Intercept 0.33 024 0.48 - 0.33 0.22 0.42 3.Omm Intercept 0.33 024 0.47 - 033 022 0.42 Low-E SmwtSun-/Argm 22mm Intercept 0.30 024 0.48 - 0.30 021 0.42 WA M - 9500 Series 3.0mm Intercept 0.30 0.24 0.47 - NC 0.30 027 0.42 Replacement Double-Hung LOw-E PassweSunO 2.2mn Intercept SIL-N-S 0.34 0.43 1 0.54 0.34 0.39 0.48 - DoubtHungWndows 3.Omm Intercept 0.31 0.43 0.53 0.34 0.38 OA7 Win= - 2.2nm Intercept 0.30 0.44 0.5! - 0.30 0.39 0.48 - NC - Low-E PaasNeSONMArgm 3.0mm _Intercept 0.30 0.43 0.53 - 0.30 0.39 0.47 - NC LevtE PassiveSunO HastlAdlO 22mm Intercept 0.30 0.36 0.54 - NC - - 0.30 0.32 0- NC - 3.0mm Intercept 0.30 0.35 0.53 NC 0.30 0.32 0.47NC Low-E PassNeSun®Hat ockO/ Interceptgon 2.2mm Incept 0.28 0.36 0.54 NC - - 0.28 0.32 0.48 - NC - 3.0mm Interceq 0.28 0.35 0.53 NC - 0.281 1 0.32 0.47 NC Low-E Sun/Alr 2.2mm Intercept 0.33 021 0.41 _ 0.33 1 0.19 0.37 - - - - 3.0mm Intercept 0.33 021 1 0.41 0.33 0.19 0.36 S Lo E SaVArgcn 22mm Intercept 0.30 027 1 0.11 NC SC 0.30 0.19 0.37 - NC SC 6 3.Omm Interx 0.30 021 0.41 NC220.30 0.19 0.36 $C 3 Clear/Ater 3.Omm Intercept 0.49 0.57 0.60 - 0.49 0.51 0.53 Low_/Ale 3.0mm Intercept 0.37 029 0.51 - 0.37 026 0.45 - LuwrE/Argon 3.Omm _ Intercept 0.33 028 0.51 0,33026 0.45 9521 HV Series LotwE SmartSun"/At 3.Ormt Intercept 0.36 023 0.46 - 0.36 021 0.41 Replacement Double-thong L�ESrrrtSun"YNgan 3.0mm Intercept SIL-N-62 0.33 023 0.46 - 0.33 021 0.41 - Double-Hung Wndows Low-E PassiveSr* 3.Omm Intercept 0.37 0.42 0.52 0.37 0.37 0.46 Windows - - Low-E PassiveSur�'Argon 3.0mm Intercept 0.34 0.42 0.52 - 0.34 0.38 0.46 - LowE PassiveSutO HalLodtO 3.Omm Intercept 0.33 0.35 0.52 - 0.33 0.31 0.18 Low-E PasiveSunO HeatLodrBMArgon 3.Omm Intercept 0.31 0.35 0.52 0.31 0.31 0.48 Clem/Ale _ Lenil3.Omm Intercept 0.10 O47 0.51 0.41 0.43 O.Iti LowHAir lanir3.Omm Interop[ 0.30 025 0.44 NC 031 023 0.39 - S Low-F7Arporl LaniU3.Omm Intercept 0.27 025 0.M NC $C 0.28 1 023 0.39 - NC SCS 70 Impact Casement Windows Low-E Snwl9un"/Air Lw(WS.0mn Intercept SL-6F56 0.30 020 0.39 - NC 031 0.19 0.35 - -- $ Series Low-E SmwtSun-/Argon Lami/3.0mn Intercept 0.27 020 0.39 114C SC 028 0.18 0.35 - NC SC S Casement& Low-E SurdAir Lamirl.Omm Intercept 030 0.18 0.35 - NC SC 0.31 0.17 0.31 _ S Awning LowE SW LamlI3.0mm M 027 0.18 0.35 NC SC S 027 0.17 0.31 NC SC S Windows Clem/Air Larry"3.Omm Intercept 0.41 0.47 0.51 __ 0.41 0.43 1 0.46 _ New LowE/Air LamV3.OmmIntercept 0.31 025 0.14 - $ 0.32 023 0.39 S Constructor 8 Lo-ElArgon Larrir3.O. Intercept 027 025 0.4! NC SC S 028 023 0.39 Replacement Awning Wndowa Low-E SrrwtSun"4Ak LwrW3.Omm __ Intercept SIL-N37 0.31 020 0.39 $ 0.32 0.19 0.35 S LovfE SmartBun^'/Arpce Lami3.Omm __ Intercept 027 020 0.39 NC 5 028 0.18 0.35 - SC Low-ES_ LaE S1NAIr L000.0mm Intercept 0.31 0.19 0.35 S 0.32 0.17 0.31 $ L-E SW LinnU3.Omn Intro 027 0.18 0.35 NC 025 0.17 0.31 NC SCS, ClowlAW LemV3.Omm Intercept 1 0.45 0.63 0.89 0.46 0.57 0.62 Impact-70 Low-E/Air LamK3.0mi Intercept 0.32 0.33 0.59 - 0.33 0.30 0.53 Impact Senes L-Fi LonW3.0mm___ Intercept 027 0.33 0.590.28 0.30 0.53 - NC - - Casement Fixed/Picture Low-E SrnerlSurl"'rAt Lamir3.Omm Intercept SIL-N55 0.32 027 0.53 - - - 033 024 0.17 S Picture&Shape Windows - WiindowsNew LowESmediSm-lArgon ILARO.Omm Intercept 0.27 026 0.53 NC - 0.28 024 0.47 NC SC S Construction& LrwE SuNAIr Lamird.Omm Intercept 0.31 024 O.47 0.33 022 0.42 $ Replacement LowESn/ LsnO.Omm Intercept 0.27 0.24 0.47 NC 0.28 0.22 0.42 NO SC IL (coordinates Clear/Air Lamird.Omm super Spacer 0.45 0.63 0.69 - - 0.46 0.57 0.62 - vdth 701mpact LowE/Nr Larri13.Omm Byer Spec" 0.32 0.33 0.59 - 0.34 0.30 0.53 _ _ _ Senes Lo E(Argon LamY3.0mn Sym Specs, 0.27 0.33 0.59 NC 0.29 0.30 0.53Caseme - A.mg,nta0 Shape Windows LowE SadSunw/Aa Lemp3.Omn sup" SIL-N-55 0.32 027 0.53 - - 0.33 024 0.47 Impact Series Impact Series LOwnE SnertSun"'IArpm� -- LarrirS.Omm Sy"8p•or 0.27 026 0.53 NC - 028 024 O.Q Double-Hung) LowE SuNAk Larril3.Omm Byer Spacer 0.32 021 0.47 0.33 022 0.42 - LowE SutVAr LamU3.omm 027 021 0.47 NC 028 022 0.42 - 11 Data is current as of July 2018 and is subject to change. See page 1 for more information. No Grilles With Grilles NFRC U.S.ENERGY STAR U.S.ENERGY STAR Silverl-ine® Certified `o U v6.0 o U v6o Silver Line Product ProductiGlass Typennfill Glass Thickness Spacer Products u = L r c i Series yPe Directory j 0 g $ $ $ j ") ; S Number ji ClearfAi, LemV3.0mm Intercept 0.51 0.60 0.66 - 0.52 0.54 0.59 - Low E/Ai Lamird.0mm Intercept 0.39 0.30 0.56 0.42 0.27 0.50 Single-Hung LowE/Argm Lamir3.Omm Intercept 0.34 0.30 0.56 _ _ _ 0,36 0.27 0.50 Windows Low-E SmarlSun^4Air LamirJ.Omm Intercept SII.N-3 0.39 026 0.51 - - 0.41 0.24 0.45 - Low.ESmartsun^4Argon Lamd3.0mm Intercept 0.34 026 0.51 0.36 023 0.45 L.ovwE SWAT LamV3.Omm Intercept 0.38 0.24 0.44 041 0.21 0.39 Law-E SWA Lamd3.Omm Intercept 0.34 0.23 044 0.36 0.21 0.39 Clear/Air La.93.0mm Super Spacer OAS 0.62 0.69 - 0.47 0.56 0.61 Impact-2127 Low-FJAIr Lamird.Omm Super Spacer 0.32 0.31 0.58 0.34 0.28 0.52 Series Single- Lpw.E/Argon LamV3.Omm Super Spacer 0.27 0.31 0.58 NC - - 0.29 0.28 0.52 - - - MhHunWing Fin F W.rdocture Low-E SmerMm-/Air Lamif3omm Super Spacer SIL-N-59 0.32 0.27 0.53 0.34 M24 M47 3 worMason Fin Windows or Masonry Low-E SmartSum"'/Argent LamV3.0mm Super Spacer 0.27 0.27 0.53 NC - - 0.29 0.24 0.41 - NC SC S Flange 1-c -E SWAT La-Gomm Super Spacer 0.32 0.24 0.16 - 0.33 0.71 0.41 - - S Law-E Su i tgol LamV3.Omm S Spacer 0.27 0.24 0.46 NC 0.26 0.21 0.41 INC SC S CloadAir LamV3.Omm Super Spacer 0.18 0.62 069 0.47 0.56 0,61 Low-E/A"a LamV3.0mm Suer Spacer 0.32 0.31 0.58 - 0.34 0.26 0.52 - Low-E/Arym Lemif3omm Super Spacer O.V 0.31 0.58 NC - 0.29 028 0.52 - NC - - Shape Window LowE SmanSnt'r/Ai L roir3.Omm Seer Spacer SIL-N-59 0.32 0.27 0.53 Q34 0.24 0.47 LowE S wtSun"/Argon Lami/3.Omm Super Spacer 0.27 0.27 0.53 NC - 0.29 0.24 0.47 - LowE SWAT LamiO.Omm Super Spacer 0.32 0.24 0.46 - 0.33 0.22 0.41 Low-E S nfArgon LamV3.Omm Super Spacer 0.27 0.24 0.46 NC SC 3 0.28 0.21 0.41 - CbeNAu Lamir3.omm Irtercept 0.47 0.56 061 0.47 0.50 0.55 Impact-3600 L-E/Air LamV3.0mm Intercept 0.35 0.28 052 0.35 0.25 046 Impact Series L-v Fifton LamV3.0mm Intercept 0.31 0.28 0.52 - Q31 0.25 0.46 New Double-Hung LowE SmartSn"4AY lam Oram Intercept SIL-N-M 0.34 0.24 0.47 - 0.34 0.22 0.42 - Cortslr-Hun Willows Double+iung lD4aE SmadSn'a'/Aryan Laml3.Omm Intercept 0.31 0.2A 0.17 0.31 0.71 0.42 - - - Windows Low-E SWA► Iami3.Omm Intercept 0.34 0.71 0.41 0.34 0.20 0.36 Low-E SW LamV3-Oram Inter 0.31 0.21 0.41 0.31 OAS 0.36 Clear/Air Lamird.Omm Temp Irteroept 0.44 0.80 0.35 0.44 0.53 057 Low-E/Air Lami/d.Omm Temp Intercept 0.31 0.29 0.55 - - 0.31 0.26 0.49 - Impect-5800 Law-ElArgon Lami3.Omm Temp Intercept 0.28 0.29 0.55INC - 0.28 026 0.49 NC Impact Series Patio Doors Lovr-E SmertSul"4Air LamV3.0mm Temp Intercept SIL-N-36 0.31 0.25 0.50 031 0.23 0.44 - Patro Doors La E SnartSw-/ Lami3omm Temp Intercept 0.26 0.25 0.50 NC SC S 0.28 022 0.44 NC SC Low-E SnfAir LamV3.Omm Temp Intercept 0.31 0.23 0.43 - 0.31 0.20 0.38 - Low-E SWA LarmG.Omm Temp 1 0.27 0.22 0.43INC SC 0.27 0.20 0.38 NC SC S CI�dAir LamV3.Omm trtetoept 0.47 0.55 0.61 047 0.50 0.54 Low-E/Air Lamird.dnm Intercept 0.35 0.28 0.51 0.35 0.25 0.46 - S Impact-8700 �/Ay- Lamif3ornm Intercept 0.31 0.27 0.51 0.31 0.25 0.46 - - S Impact Series Sliding Windows LowE SmarLStn"4At Lami3.Omm Intercept StZ-P110 0.35 0.24 0.47 0.35 0.22 0.42 3 Replacemern Sliding Windows LoME S iad3un"4Argon Lamn.Omm Intercept 0.31 0.24 0.47 0.31 0.21 0.42 LowE SLWAir LamV3.0min Irtercept 0.36 0.21 Q40 0.35 OAS 0.35 LawE Sni Lami3.0mm Intercept 0.31 0.21 0.40 0.31 0.19 0.36 KEY 22mm=Single Strength(SS) -"Lo«-E SmarlSutr"",'LowE PassiveSwl61'and"Lo+E PassneSu!!O HeatLock6r'are Andersen trademarks fa tov-E"glass. 3.Omm=Double Strength(DS) 1)U-Factor defines the amount of heat loss through the total unit in BTU/hr/fQ,OF.The lower the value,the less heat is lost through the entire product. 4.0mm=Triple Strength(TS) Window values represent non-tempered glass unless otherwise noted.Use of tempered glass can increase U-Factor ratings.Door,ak-represent Lami=.090 Laminated Glass(-d-gar yea-" tempered glass. Temp=Tempered 2)Solar Heat Gain Ccefticiem(SHGC)detinea the fraction of solar radiation admitted through the glass both directly transmitted and absorbed and SHGC=Solar Heat Gan Coefficient subsequently released inward The lower the value,the less heat is transmitted through the product Vr=Visible Transmittance 3)Visible Light Transmittance(VLT)measures how much light comes through a product(glass and frame).The higher the value,from 0 to 1,the more daylight the product lets n over the products total unit area.Visible Light Tarsmttance is measured over the 360 to 760 nanometer portion of the solar GLASS NAMES Pectrun'. New Name Prevbtra Name •NFRC ratings are based on modeling by a third party agency as vandaled by an independent test tab in compliance with NFRC program and procedural LoM.E LSE2 requirements. Lr E Smat&n*r LoE3 '-Optional foam in frame included. Low-E Srt LOE4-S '-Available for select patio door wes Data basad on birds in full open position 12 Data is current as of July 2018 and is subject to change. See page 1 for more information. 2020 Energy Star, Qualification Chart n THERMAITRU® Classic-Craft Opaque & Lip-Lite Fiberglass Doors DOORS 00 Glass Designs 00 (]0 LLL 6'8"Height Doors Glass Size(IOches) 25x66 25x51• 25x42• 21x35 2505 15x38 10x42 10x8 Decorative Glass .27 .26/.27 .23/.20 .217,15 21(.15 .21/.15 .181.08 Decorative Glass-Wrought Iron 26 .32/.26 .28/26 --- - -- —_ Privacy&Textured Glass .26/.27 .23/.26 Satin Etch .21 15 Low-E Glass .2605 .26/15 .23/.11 .21/.09 .211169 .21/.69 ,18/.08 .18/05 Opaque' 141.01 Fire Opaque :1 rrr elm size(Illehes) 28x88 21x51' 31x81• 8x42 I 70x42 Decorative Glass .26727 .26427 .26/27 Decorative Glass-Wrought Iron .32426 .32/.26 .32/.26 Privacy&Textured Glass .26/.27 .26/.27 .26!,27 Low-E Glass .26415 .26/,15 .26/.15 .181.05 :18/.05 Opaque .14701 Fire Opaque .1W.OD m nergy Star Qualified in all 50 States W N rnbem ll-facia/Solar Feat Can Coefficient Ynergy Star Oualdied in Northern Zonex:Ndicates Product Availability includes arch and round top lites or door slabs. OT Energy Star Qualified 2020 Energy Star` Qualification Chart n THERMAITRU' Classic-Craft Fiberglass Doors Featuring EnLiten. Flush-Glazed Designs DOORS Glass Designs 618"Height Doors Gim Sae(inches) 28x88 26x1B 9x88 8x52 8x45 8x35 8x41 8x18 Decorative Glass .221.15 .22/.15 .19/.08 .19/.08 .19/.08 .19/.08 .19/.08 Privacy&Textured Glass .22/.15 .221.15 _ .19/.08 Satin Etch •22/•15 low-E Glass ,2y/.18 .21/.09 21/.09 .181.05 .181.05 .18/.05 .18/.05 .181.07 11 Doors Ghm Si28(Ir dw)1 26x80 39x24 26x18 8x80 Decorative Glass .221.15 .221.15 .22/.15 Privacy&Textured Glass .22/.15 .221.15 .221.15 Low-E Glass 01, .21/.09 .21/.09 .21/.09 Indicates Product is Energy Star Qualified in all 50 States Numbds 1!-Factx/SaNr Heat Gain Coefficient Y Indicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified `Also includes arch and round top lite. — 2020 Energy Star Qualification Chartn . THERMAITRU' Fiber-Classic &Smooth-Star Opaque & Lip-Lite Fiberglass Doors DOORS Glass Designs 00 Doors6'8"Height GIBSS SI2e(laches) 22x64 2044 18x64 1464 22x47 22xW 2OX36 22x36 22x27 8x36' 16x40 21x15 8x428 8x36 2200A 22x108 2216 8x8 7x64 8x47 8x36' 8x445 Decorative Glass .281.27 .26/.27 .23!.20 21/.15 .21/.15 .21475 .217.15 .21/.15 .21/.15 .18/.08 .181.08 .18/.08 .18/.08 .18/.08 .187.08 .181.08 .18408 Decorative Glass-Wrought Iron .32426 .32/.26 .28!.20 .251.15 25/.15 .25415 .25/.15 .25/.15 .2008 .201.08 .207.08 .20/.08 .201.08 .20/.08 - Frosted Glass .3200 .32/.30 .28/.23 .257.17 .251.77 .25/.17 .25/.17 .24/.17 .20/.09 .20/.09 — - Privacy&Textured Glass 26/.27 .28/.27 ,20 .211.15 .211.15 .21/.15 .21/.15 .18/.08 .18/.08 .187.08 :11 1.181.08 .18!.08 .181.08 Grilles Between Glass .34426 .34/.26 .25/.15 .25/.15 .25/.15 .25/.15 .251.15 .20/.08 .207.08 .20/.08 .207.08 .207.08 20/.08 Low-E Grilles Between Glass .29414 .29/.14 ,10 .22/.08 .22/.06 .22/.08 22/.08 .22408 .191.04 .19/.04 .191.04 .19/.04 .181.04 .78404 Miniblinds .36425 .36/.25 .301.18 .30/.18 .26/.14 .281.14 .28/.14 .26/.14 .211.07 21/.06 .2V.06 .211.06 Low-E Miniblinds .311.21 .31/.21 .27/.15 .27/.15 .24/.12 .241.12 .247.12 .241.12 .201.06 .20/.06 .201.06 .20/.06 - Clear .34/.30 .34/.30 .251.17 .281.23 1 .25/.77 .257.17 .25/.17 .25/.17 .24/.17 .20/.09 .20/.09 .201.09 .201.09 20/.09 .207.09 .20/.09 .20/.09 .20/.09 low-E Glass .297.76 .29/.16 .25/.12 .22/.09 .237.11 .22/.09 .221.09 .221.09 .227.09 .21/.09 .181.07 .18/.05 .19/.05 .1905 .197.05 .19/.06 ,19/.05 .191.05 .18/.05 .181.05 .187.05 Opaque ---- - .14/.01 .171.01 .18/.01 .18!.01 fire Opaque .18!.00 .191.01 .20401 .20/.01 01 Doors Glass Size(Inches) 22x80 20x80 1480 2264 22X47 22x47 2105 8x36 2200A 22008 8x6 7x80 7x84 8x47 Decorative Glass .261.27 .261.27 .26x.27 .237.20 .23/.20 .18/.08 .18/.08 .18/.08 .18/.08 .21/.15 .181.08 .18/.08 Decorative Glass-Wrought Iron .32/.26 .321.26 .32/.26 .28/.20 .28/.20 .20/.08 .201.08 .257.15 .201.08 .20/.08 Frosted Glass .32/.30 .32.30 .321.30 .28/23 .28/.23 .20/.09 Privacy&Textured Glass .26/.27 .26/.27 .281.27 .23/20 .231.20 .1808 .181.08 .18/.08 21/.15 .187.08 .18/.08 Grilles Between Glass .34/.26 .3411.26 .341.26 .28/.20 .281.20 20/.08 .20/.06 1 .20/.08 .24415 .20/.08 .201.08 Low-E Grilles Between Glass .29/.14 .29/.14 .29/.14 .23410 .237.10 .19/.04 .19/.04 .19/.04 .211.08 .191.04 .181.04 Miniblinds .36/.25 .36/.25 .36/.25 .30/.18 .30/.18 .211.07 .267.14 .21/.06 .21/.06 Low-E Miniblinds .31/.21 .31/21 .31/.21 .27/.15 .27/.15 .20/.06 .24/.12 .20/.06 .20/.06 Clear .34/.30 .341.30 .28/.23 .34/.30 .28/.23 .28/.23 .20/.09 .201.09 .20/.09 .24/.17 .201.09 .20/.09 Low-E Glass 29/.16 29/.16 .297.16 .231.11 .231.11 .18/.07 .191.05 .19/.05 .19/.05 .19/.05 .217.09 .191.05 .181.05 Opaque .14/.01 .171.01 .187.01 .18/.01 -- Fire Opaque I L .181.00 .19/.01 .20/.01 .201.01 Indicates Product is Energy Star Qualified in all 50 States Numbers:U-Factor/Solar Heat Gan Coefficient Indicates Product is Energy Star Qualified in Northern Zone x Indicates Product Availability Indicates Product is NOT Energy Star Quald;ed 'Also includes arch and round top lite. 2020 Energy Star. Qualification Chart n THERMAL® Fiber-Classic. & Smooth-Star. Fiberglass Doors ' ' DOORS Featuring EnLiter . Flush-Glazed Designs Glass Designs 6'8"Height Doors Glass Size(Inches) 27x64 25x64 21x64 20x64 14x64 2508 21x48 22x36 23x16 7x64 8x47 8x16 Privacy&Textured Glass .31/.27 .31/.27 .31/.27 .31/.27 .27/.20 .21/.08 .19/.08 .21/.08 Grilles Between Glass .34/.26 .34/.26 .34/.26 .341.26 .29/.20 ,251.15 .20/.08 .20/.08 Low-E Grilles Between Glass .281.15 .28/.15 .28/.15 .261.15 .25/.10 .22/.08 .16/.04 .18/.04 Clear .321.30 .32/.30 .32/.30 .25417 .321.30 .28/.23 .25/.17 .20/.09 .20/.09 Low-E Glass .26/.15 .26/.15 .26/.15 .21/.09 .26/.15 .23412 .21/09 .20/.07 .18/.05 .20/,07 Miniblinds .36/.25 .36/,25 Low-E Miniblinds .31/.21 .31/.21 8'0" Doors Glass Size(inches) 25x80 21x80 14x60 25x64 20x64 23x16 7x80 8x16 Privacy&Textured Glass .31/.27 .31/.27 .31/.27 .31/27 .21;.08 .24/.15 .21/.08 Grilles Between Glass .34/.26 .34/.26 .34/.26 .34/26 Low-E Grilles Between Glass .28/.15 .28/.15 .28/.15 ,28/.15 Clear .32/.30 .32/.30 .321.30 .321.30 .321,30 Low-E Glass .26/.15 .26/.15 .26/.15 .26/.15 .26/.15 .20/.07 .22/08 .201.07 Miniblinds .36/.25 .36/25 Low-E Miniblinds .31/.21 .31421 Indicates Product is Energy Star Qualified in all 50 States > Numbers:U-Factor/Solar Heat Gain Coefficient Y Indicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified 2020 Energy Star. Qualification Chart n . : THERMA11RU" Fiber-Classic® & Smooth-Star® Impact Rated Fiberglass Doors DOORS Glass Designs 6'8"Height Doors Glass Size(Inches) 22x64 2Ox64 1664 1464 2207 22x36 2006 2206 21x15 8x36 7x64 8x47 8x36 Decorative Glass .28/.26 .281.26 .2409 .22/.14 .22/.14 .22/.14 .181.07 .181.07 .18/.07 .181.07 .18/.07 Decorative Glass—Wrought Iron 30/.25 .30/.25 .26/.18 .23/.14 .23/.14 .191.07 .19/.07 .19/.07 .19/.07 .19/.07 Frosted Glass .30/.28 .30/.28 .2608 .23/.16 .23/.16 .19/.08 .19/.08 .19/.08 Privacy&Textured Glass .281.26 .24/.19 .221.14 .22/.14 .18/.07 .18/.07 ,18/.07 .18/.07 .18/.07 Grilles Between Glass .31/.25 .31/.25 .23/.14 .27/.18 .23/.14 .23/.14 .19/.07 .19/.07 .19/.07 .19/.07 Low-E Grilles Between Glass .2503 .25/.13 .20/.07 .22/.10 .201.07 .20/.07 .17/.04 .17/.04 .171.04 .17/.04 Miniblinds .34/.23 .34/,23 .2907 .29/.17 .25/.13 .20/.06 .20/.06 .20/.06 Low-E Miniblinds .30/.23 .30/.23 .26/.17 .26/.17 .23/.13 .19/.06 .19/.06 .19/.06 Clear Glass .30/.28 .30/.28 .23/.16 .26/.18 .23/.16 .23/.16 .23/.16 .19/.08 .19/.08 .19/.08 .19/.08 Low-E Glass 24/.15 .24/.15 .20/.09 .21/.11 .20/.09 .20/.09 .20/.09 .19/.07 .19/.07 .19/.07 .19/.07 .19/.07 8'0"Height Doors Glass Size(Inches) 22x80 20.80 1480 22x64 22x47 22x47 2105 8x36 7x80 7x64 8x47 Decorative Glass .28/.26 .28/.26 .28/26 .241.19 .24/.19 .18/.07 .18/.07 .221.14 .18;.07 .181.07 Decorative Glass—Wrought Iron .30/.25 .30/.25 .30/.25 .26/.18 .261.18 .19/.07 .19/.07 .23/.14 .19/.07 .191.07 Frosted Glass .30/.28 .30/.28 .30/28 .26/.18 .26/.18 .19/.08 .231.16 .19/.08 Privacy&Textured Glass 28/.26 .28/26 .24/.19 .24/.19 .18/.07 .18/.07 .22/.14 .18/.07 .19/.07 Grilles Between Glass .31/.25 .31/.25 .31/.25 .27/.18 .27/.18 .19/.07 .231.14 .19/.07 .19/.07 Low-E Grilles Between Glass 25/.13 .25/.13 .25/.13 .221.10 .221.10 .17/.04 .20/.07 .17/.04 .17/.04 Miniblinds .34/.23 .34/.23 .34/.23 .29/.17 .25/.13 .20/.06 .20/.06 Low-E Miniblinds .30/.23 .30/.23 .30/.23 .26/.17 .23/.13 .19/.06 .19/.06 Clear Glass .30/.28 .30/.28 .26!.18 .30/.28 .26/.18 .26/.18 .19/.08 .23/.16 .19/.08 .19/.08 Low-E Glass 24/.15 .24/.15 .211.11 .24/.15 .21/.11 .211.11 .19/.07 .19/.07 .20/.09 .19/.07 .191.07 Indicates Product is Energy Star Qualified in all 50 States Numbers:U-Facto/Solar Heat Gain Coefficient Y Indicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified Note:Impact-Rated products on this page utilize impact rated glass and structural door slabs. 2020 Energy Star Qualification Chartr-� THERMAIM* Steel Opaque & Lip-Lite Doors �"'. DOORS Glass Designs a 6'8"Height Doors Glass Size(inches) 2264 2064 16x64 14x64 2207 22x36* 20x36 22x27 8x36* 16x40 ax42f1 2200A 22x10H 21x15 22x6 7x18 8x6 7x84 807 8x36` ax44S Bx6 Decorative Glass .26/.27 .M.27 .23/.20 .231.20 .21/.15 .211.15 .21/.15 .21/.15 .181.08 .181.08 .181.08 .18/.08 .181.08 .18/.08 .181.08 .18/.08 .187.08 .181.08 Decorative Glass—Wrought Iron .331.26 .33/.26 .28/.20 .25/.15 .25/.15 .2505 .201.08 .20/.08 ,181.08 .20/.08 .201.08 Frosted Glass .34/.30 .34/.30 .281.23 .261.17 .261.17 .25/.17 .201.09 .20/.09 .20/.09 Privacy&Textured Glass 26127 .231.20 .21/.15 .21/.15 .18/.08 .181.08 .18/.08 .181.08 Grilles Between Glass [:��29�1.14291.14 .281.20 .257.15 .25/.15 20L08 .207.08 .20/.08 .20/,08 .20/.08 Low-E Grilles Between Glass .237.10 .2308 .23/.08 .19/.04 .187.04 .19/.04 .18/.04 AMU Miniblinds .35/.25 .351.25 .301.18 .30/.18 .27/.14 27/.14 .21/.07 .217.07 .21/.07 Low-E Miniblinds .31/.21 .31/.21 .211.15 .271.15 .24/.12 .24/.12 .20/.06 .20/.06 .2006 Clear Glass .34/.30 .347.30 .261.17 .28/.23 .28/.17 261.17 .26/.17 26/.17 .25/.17 .207.09 .20/.09 .20/.09 .2009 .201.09 1 .20/.09 --- .201.09 .20/.09 20/.09 ,20/.09 .207.09 Low-E Glass .29/.16 .29/.16 .251.12 .237.09 .23/.11 .23/.09 .23/.09 .23/.09 1 .23/.09 .211.09 .181.05 .19/.05 .19/.05 181.05 .19/.05 .181.05 .191.05 .19/.05 .18/.05 .19/.05 .181.05 .19/.05 Opaque .141.01 t Doors Sim size POWsl 28180 2®x88 22x64 22x47 22x1011 22x6 8x8 7x00 Decorative Glass .27 .26!.27 .26/.27 .23/20 .181.08 .181.08 .211.15 Decorative Glass—Wrought Iron .33/.26 .33/26 ,331.26 .281.20 .25/.15 Frosted Glass .34/.30 .34/.30 .347.30 .28/.23 Privacy&Textured Glass .27 26/.27 .261.27 .23/.20 .181.08 .211.15 Grilles Between Glass .34/.26 .34L26 .34/.26 .281.20 .20/.08 25/.15 Low-E Grilles Between Glass .291.14 .291.14 .297.14 237.10 .19/.04 .211.08 Miniblinds .35/.25 .35/.25 .35/.25 .30/.18 27/.14 Low-E Miniblinds .311.21 .31/21 .311.21 .27/.15 .241.12 Clear Glass .34/.30 .34/.30 .3400 .28/.23 MA .20V.09 .20/.09 .251.17 Low-E Glass 291.16 .29/.16 .291.16 .23/.11 .IMA .191.95 .19/.05 .21/.09 Opaque .1401 Indicates Product is Energy Star Qualified in all 50 States �- Numbers:0-Factor/Solar teat Gan CDgft dit icates Product 5 Energy Star Qualified in Northern Zone X!Indicates Product Availabi8ly Indicates Product is NOT Energy Star Qualrfied 'Also includes arch and round top lite. 2020 Energy Star. Qualification Chart n .: THERMAL® Steel Impact Rated Doors DOORS Glass Designs 6'8"Height Doors Glass Size(Inches) 22x64 20x64 16x64 1464 22x47 22x36 20x36 21x15 8x36 7x64 807 8x36 Decorative Glass .28/.26 .28/.26 .25/.19 .22/.14 .22/.14 ,18/.07 .18407 .18/.07 .18/.07 .18/.07 Decorative Glass—Wrought Iron .30/.25 .26/.18 .23/.14 .19/.07 .19/.07 .19/.07 .19/.07 .19/.07 Frosted Glass .30/.28 .30/.28 .26/.21 .23/.16 AMU .19/.08 .19/.08 Privacy&Textured Glass .28/.26 .25/.19 .22/.14 .18/.07 .18/.07 ,18/.07 .1807 Grilles Between Glass .31/.25 .31/.25 .27/.18 .24/.14 .19/.07 .19/.07 .19/.07 LOW-E Grilles Between Glass .25/.13 .25/.13 23/.10 .21/.08 .18/.04 .18!.04 .18/.04 Miniblinds .35/.23 .35/.23 .30/.17 .30/.17 .26/.13 .26/.13 .21/.06 .21/.06 .21/.06 Low-E Miniblinds .30/.23 .30/.23 .26/.17 .26/.17 .23/.13 .23/.13 .19/.06 .19/.06 .19/.06 Clear Glass .30/.28 .30/.28 .23/.16 .26/.21 .23/.16 .23/.16 .19/.08 .19/.08 .19/.08 .19/.08 Low-E Glass .24/.15 .24/.15 .20/.09 .21/.11 .20!.09 .20/.09 .17/.05 .171.05 .17/.05 .17/.05 Doors8'0"Height Glass Size(Inches) 22x80 20x80 14x80 22x47 7x80 Decorative Glass .28/.26 .26/.26 .25/.19 .22/.14 Decorative Glass—Wrought Iron .30/.25 .26418 .23/.14 Frosted Glass .30/.28 .30/.26 .26/.21 .23/.16 Privacy&Textured Glass .28/.26 .25/.19 .22/.14 Grilles Between Glass .31/.25 .31/.25 .27/.18 .24/.14 Low-E Grilles Between Glass 25/.13 .25/.13 .23/.10 .21/.08 Miniblinds .35/.23 .35/.23 .30/.17 .26/.13 Low-E Miniblinds .30/.23 .30/.23 .26/.17 .23/.13 Clear Glass .30/.28 .30/.28 .26/.21 .26/.21 .23/.16 Low-E GIflSS 241.15 .24/.15 .21/.11 .21/,11 .20/.09 Indicates Product is Energy Star Qualified in all 50 States Numbers:U-Factor/Solar Heat Gain Coeffident YIndicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified Note:Impact-Rated products on this page utilize impact rated glass. 2020 Energy Stark, Qualification Chart n .: THERMAITRU® Pulse. Fiberglass Lip-Lite Doors DOORS Glass Designs 6'8"Height Doors Glass Size(Inches) 21x15 7x84 8x8 8x6 8x6 8x8 8x6 8x6 Decorative Glass .21/.15 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 Decorative Glass—Wrought Iron .25/.15 .20/.08 Privacy&Textured Glass .21/.15 1 .18/.08 .18/.08 .181.08 .18/.08 .18/.08 .18/.08 .18/.08 Low-E Glass .22/.14 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 Glass Designs 8'0"Height Doors Glass Size(Inches) 21x15 7x80 8x6 6x6 8x6 8x6 8x6 8x6 8x6 8x6 Decorative Glass .26/.27 .21/.15 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 Decorative Glass—Wrought Iron .32/.26 .25/.15 Privacy&Textured Glass .26/.27 .21/.15 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 LOW-E Glass .27/.25 .21/.09 .19/.05 .791.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 Indicates Product is Energy Star Qualified in all 50 States > Numbers:U-Facto/Solar Heat Gain Coefficient Y Indicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified 2020 Energy Star, Qualification Chart n . : THERMAL® Pulse® Fiberglass Impact Rated Doors ' ' DOORS Glass Designs 6'8"Height Doors Glass Size(Inches) 7X64 Decorative Glass .18/.07 Decorative Glass—Wrought Iron .19/.07 Privacy&Textured Glass .18/.07 Low-E Glass 19!.08 t Doors Glass Size(inches) 7x80 Decorative Glass .22/.14 Decorative Glass—Wrought Iron .23/.14 Privacy&Textured Glass .22/.14 Low-E Glass .20/.09 Indicates Product is Energy Star Qualified in all 50 States T Nrmbers U-Factor/Solar Heat Gain Coefficient Y Indicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified Note:Impact-Rated products on this page utilize impact rated glass. 2020 Energy Star, Qualification Chart n THERMAITRU® Pulse® Steel Lip-Lite Doors ' ' DOORS Glass Designs 618"Height Doors Glass Size(Inches) 21x15 7x64 8x6 8x6 8x6 8x6 8x6 8x6 Decorative Glass .21/.15 :181.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 Decorative Glass—Wrought Iron .25/.15 .20/.08 Privacy&Textured Glass .21/.15 1 .18/.08 .181.08 .18/.08 .18/.08 .18/.08 .18/.08 .181.08 Low-E Glass .22!.14 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 Glass Designs Glass Size(Inches) 21x15 7x80 8x6 8x6 8x6 8x6 8x6 8x6 8.6 8x6 Decorative Glass .26/.27 .21/.15 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .181.08 Decorative Glass—Wrought Iron .33/.26 .25/.15 Privacy&Textured Glass .26/.27 .21/.15 .18/.08 .18/.08 .18/.08 .18/.08 .18/.08 .181.08 .18/.08 .18/.08 Low-E Glass .27/.25 .21/.09 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 .19/.05 1 .19/.05 Indicates Product is Energy Star Qualified in all 50 States r Numbers:U-Factor/Solar Heat Gain Coefficient Y Indicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified 2020 Energy Star, Qualification Chart r1 THERMANTRU Pulse, Steel Impact Rated Doors �''' DOORS Glass Designs 6'8"Height Doors Glass Size(Inches) 7x64 Decorative Glass .18/.07 Decorative Glass—Wrought Iron .19/.07 Privacy&Textured Glass .18/.07 Law-E Glass .17/.05 r Doors Glass Size pnches) 7x60 Decorative Glass .22/.14 Decorative Glass—Wrought Iron .23/.14 Privacy&Textured Glass .22/.14 Low-E Glass 20/,09 Indicates Product is Energy Star Qualified in all 50 States Y Numbers:U-factor/Solar Heat Gain Coefficient x Indicates Product is Energy Star Qualified in Northern Zone x:Indicates Product Availability Indicates Product is NOT Energy Star Qualified Note:Impact-Rated products on this page utilize impact rated glass. 2020 Energy Star. Qualification Chart THERMAIM' Classic-Craft Opaque & Lip-Lite Fiberglass Doors DOORS Glass Designs aQ LJ 6'8"Height Doors Gkwsin wim) 25x08 25x51• 25x42" 21x35 25x35 15x38 1Ox42 10x8 m Decorative Glass .2) .261.21 .23/.20 .211.15 .21/.15 ,21/.15 .18!.08 Decorative Glass—Wrought Iron .26 .32/.26 .28/.20 Privacy&Textured Glass .26/.27 .23/.20 Satin Etch Low-E Glass .26/.15 .26/.15 .23/.11 .21/.09 .21409 .21/.09 .181.05 .18/.05 Opaque' .141.01 .181.01 Fire Opaque 1»7.04 t Doors GIM Size PWM) 2548 21151' 31x81• 1102 10x42 Decorative Glass .26/.27 .26427 .26427 Decorative Glass—Wrought Iron .32/.26 .32426 .32/.26 Privacy&Textured Glass .26/.27 .261.27 ,26t.27 Low-E Glass .26415 .261.15 .261.15 .19/.45 AMOS Opaque .14/.01 Fire Opaque •19/•44 Indicates Product is Energy Star qualified in all 50 States Numbers I!-Fxlor/Sdar Fl�r Gen CoelficierA Indicates Product is Energy Star Qualified in Northern Zone x;Indicates Product Availability Indicates Product is NOT Energy Star Qualified 'Also includes arch and round top lues or door slabs. 2020 Energy Star Qualification Chart MRMAITRU' Classic-Craft Fiberglass Doors Featuring EnLiten,, Flush-Glazed Designs �'� DOORS Glass Designs 0� 6'8"Height Doors G1a86 Size(Inches) 28x88 28x18 8x66 8x52 8245 BX35 8141 8X18 Decorative Glass .221.15 .22/.15 .19/08 .191.08 .19/.08 .19/.08 .19/.08 Privacy&Textured Glass .221.15 .22/.15 .191.08 Satin Etch 2205 Low-E Glass .21/.09 .21!.09 .78/.05 .18/05 .18/05 .18!.05 .18/.07 8'0" Doors Chet Sisa MCIMB) ffiXd! 30x24 26x18 8x80 Decorative Glass .22/.15 .22/.15 .22!.15 Privacy&Textured Glass .22/.15 .221.15 .221.15 Low-E Glass �b/hP) .21!.09 .zV.09 .21/.09 Indicates Product is Energy Star Qualified in all 50 States Numbers:U-Factor/Solar Heat Gan Coefli dent x Indicates Product is Energy Star Qualified in Northern Zone x'.Indicates Product Availability 'Also includes arch and round top lite. Indicates Product is NOT Eneray Star Qualified LProfessional • Skylight Testing Data Skylight Technical Performance Information VSE/VSS/VS Testing Data VSE/VSS Technical Information Glass, 04 06**. 08 10 9994 Air infiltration/exfiltration* [max. @ 75 Pa (1.57 lbs/ft2) differential pressure] I/s/m2 0.2 0.4 0.2 0.3 0.2 cfm/ft2 0.03 0.07 0.03 ; 0.06 0.03 Water resistance @ 3.4 L/m2/min (5 USgal/ft2/hr) *[max.tested differential pressure with no leakage] Pascals 720 720 720 720 720 I bs/ft2 15 15 15 15 15 Thermal performance (Certified, complete unit values) VELUX Glass Skylights are rated at 20° slope and labeled with NFRC-certified U- Factor, SHGC,and VT ratings listed in the NFRC Certified Products Directory U- 0.43 0.41 0.43 0.42 0.38 Factor SHGC 0.23 0.23 0.22 0.23 0.23 VT 0.53 ` 0.53 0.38 0.53 0.52 UV protection, % (300- 99.9 99.9 99.9 99.9 : 99.9 380 nm) Fading protection,% (Krochmann damage function) (3007 83.1 84.6 88.4 83.2 85.1 600 nm) . Structural Performance[Performance Grade or DP] Tested Uplift Obs/ft) Size S06 65 65 65 80 65 M08 105 65 105 85 105 C06 n.r. n.r. n.r. 90 n.r. Tested Download (Ibs/ft2) Size S06 ; 370 300 370 860 370 M08' 440 360 440 ` 1090 440 C06 n.r. n.r. n.r. 1200 n.r. *Tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-11 - (NAFS 2011) Structural performance ratings also apply to sizes smaller than the Tested Size VSE and VSS skylights are WDMA Hallmark certified:.Product 426-H-670 (not applicable to copper-clad variants) ** 06 variant is tested and.WDMA Hallmark certified for Wind-borne debris impact, in accordance with ASTM E 1886 and ASTM E 1996. Rated for Wind Zone 3, Missile Level C, Cycle Pressure+50/-50 04 glass:Tempered over laminated HS (0.030" interlayer) 06 glass:Tempered over laminated HS (0.090" interlayer) 08 glass: Same as 04,with white interlayer 10 glass:Tempered over laminated Tempered (0.030" interlayer) 9994 glass: Same as 04,with 189 coating on interior surface VS Technical Information Glass 04 05 06** 08' 10 . 9993 9994 Air infiltration/exfiltration* [max. @ 75 Pa (1.57 Ibs/ft2) differential pressure] I/s/m20.2 0.5 0.4 0.2 0.3 0.5 0.2 cfm/ftd.03 0.09 0.07 0.03 0.06 0.09 0.03 Water resistance @ 3.4-L/m2/min (5 USgal/ft2MO. *[max.tested differential pressure with no leakage] PascalZ20 720 720 720 720 720 720 Ibs/.ft215 15 15 . 15 : 15 ; '15 15 Thermal performance (Certified, complete unit values) VELUX Glass Skylights are rated at 20° slope and labeled with NFRC-certified U- Factor, SHGC,and VT ratings listed in the NFRC Certified Products Directory U- : 0.43 0.44 0.41 0.43 0.42 0.39 0.38 Factor SHGC0.23 0.23 0.23 0.22 0.23 0.23 0.23 VT 0.53 0.54 0.53 0.38 0.53 0.52 0.52 UV protection,% (300-99.9 95.2 99.9 99.9 99.9 95.3 99.9 380 nm) Fading protection, % (Krochmann damage function) (300-83.1. 79.2 84.6 88.4 83.2 81.6 85.1 600 nm) Structural Performance [Performance Grade or DP] TestecUplift Obs/ft) Size S06 65 90 65 65 80 90. 65 M08 105 120 65 105 85 120 105 C06 n.r. n.r. n.r. n.r. 90• n.r. n.r. TestecDownload (lbs/ft2) Size S06 370 370 300 370 860 300 370 M08 440 550 360 440 1090 400 440 C06 n.r. n.r. n.r. n.r. 1200 n.r. n.r. *Tested in accordance with AAMA/WDMA/CSA 101/i.S.2/A440-11 (NAFS 2011) Structural performance ratings also apply to sizes smaller than the Tested Size VS skylights are WDMA,Hallmark certified: Product 426-H-670 (not applicable to copper-clad variants) **06 variant is tested and WDMA Hallmark certified for Wind-borne debris - impact, in accordance with ASTM E 1886 and ASTM E 1996. Rated for Wind Zone 3, Missile Level C, Cycle Pressure +50%-50 04 glass:Tempered over laminated HS (0.030" interlayer) 05 glass:Tempered over tempered 06 glass:Tempered over laminated HS (0.090" interlayer) 08 glass:Same as 04,with white interlayer 10 glass:Tempered over laminated Tempered (0.030" interlayer) 29 glass:Tempered over tempered over laminated HS (0.030" interlayer) 9993 glass: Same as 05,with i89 coating on interior surface 9994 glass:Same as 04,with i89 coating on interior surface FS/ VCE/VCS Testing Data VCM / FCM Testing Data QPF/VELUX Sun Tunnel® Skylights Testing Data Testing Data Notes a. Production samples structurally tested and labeled in accordance with one or more of:AAMA/WDMA/ CSA 101/I.S.2/A440,TAS201, 202, and 203; OSHA regulations;various ASTM methods. b.Thermal and optical performance data are determined for skylights at 20 degree slope, and verified in accordance with NFRC procedures (where applicable) by accredited entities. Most VELUX products are listed in the NFRC Certified Products Directory,and carry appropriate labels in accordance with NFRC's certification program. NFRC ID:VEL-N-xxx c. Most variants have achieved WDMA Hallmark certification under No.426-H,and/or recognition under Uniform-ES report#ER 0199 (IAPMO-ES). In addition, Florida and TDI have listed most variants in their product evaluation/approval systems. Consumer Professionals About VELUX America The VELUX Group Products Help Skylights FAQ Roof Windows Installation Help Sun Tunnel Skylights Find Product ID Modular Skylights Product Registration Commercial Skylights Federal Tax Credit Blinds Find an installer Accessories Find a Dealer Catalog and Brochures Warranty About VELUX Contact Our Company VELUX America LLC Media& Press 104 Ben Casey Drive Skylight Testing Data Fort Mill, SC 29708 Sustainable Living 800-888-3589 No Leak Promise Job Opportunities Find us here: Contact Us Legal Notice 000iota: 0 Privacy Policy Cookie Policy © 2001, 2009, 2014, 2018 VELUX Group LEGEND* EX CW- EXISTING COLD WATER ® ® FLOOR DRAIN CW COLD WATER " r\\\ - EX HW- EXISTING HOT WATER ® FLOOR SINK 1 1 2 \ =—HW 1407 HOT WATER C DROP \\ 2" i \\ HWR— HOT WATER RETURN BALL VALVE W «� •-' I \\ �' \\ — —FW— FILTERED WATER 0- co GATE VALVE L_ o � 5 Ll 1/2" \ i \ i I EX SAN- EXISTING SANITARY cn U) cry cv v, 1 \\ �' 2" "�\ �' I » SAN— SANITARY — BALANCE VALVE (D -a � 'i o 3p I \\ �i 2 \\ 2�i 2 W 73 ca 001E N U W O o \ i \ i -GR SAN- GREASE SANITARY 9 VENT THRU ROOF Z_ :� m O 3» Ir- m �i \\\ ice' --------V-- SANITARY VENT O :Y � i z cu 2" " i'�2» `S-9y \\� _ = EX G- EXISTING GAS W W U c m \2 � 3" \\\ 2" �G GAS o �i * ALL SYMBOLS MAY NOT BE USED ti m a r i' 1 1/2" 3" PEX MANIFOLD SCHEDULE , 3" 2" 3" 3» LAY FUXTURE FLOOR ROOM NAME ROOM# HW CW I WC BATH - , - 1/2w 10,i' oe, LAV2 BATH - 1/20 1/2" I i 1 SH BATH - 1/2w 1/2w � p ' LAY WC BATH - - 1/2 2" 3 i " oe \ 1 1 2" / LAY I 1 1/2 P� LAV2 BATH - 1/2w 1/2w f / i S KS 1ST KITCHEN - 1/2" 1/2" T i �' p 1 i' 2" DW KITCHEN - 1/2" - W \ » ud r �' 4 i \�� 2 DW KITCHEN - 1/2" - 0 > > I " ( i \�1 1/2" IMB KITCHEN - - 1 2" 2 O I 3 / UJ i 11 i \ p 9 � LAYa I \\ WC BATH — — 1/2" ��t7S0 � I � I \ loq%k Lo 1 LAV BATH - 1/2" 1/2" 2» �� 1 1/2"� I 2» 4" i��2" I WC •• » 3" I / i " 1/I 2" /moi �1 1/2" I BATH = - 1/2 p LAV2 BATH 1/2* 1/2" r^ '' 4 ( i'' I ( 3 SH BATH - 1/2" 1/2" loll V J 1 ' LA 1 3» �' p I I WC BATH - - 1 2" a 1 1/2 I c�P " I � �, u 1 1/2�, / 2" 11 I 2 I l 6 DL I �i ( LAV2 BATH - '1/2" 1/2" p 6 fa I 1.,iaw 2" ( 4" SH BATH - 1/2" 1/2" U 4 I 1 .01 i 2 2 US 2ND LAUNDRY - 1/2 1/2 J p � " HUD DRAIN. " I 3" i i' p i \sqy WB LAUNDRY - 1/2" 1/2" U 12 3 I i 4 EM WC J�.2" BATH - - 1/2" W I i 10, p II 2" LAV BATH - 1/2" 1/2" 7 Q 2" Be I \\ 4 10 ` p LAV -BATH - 1/2" 1/20 0 >` 4 4" \^ i.0e1 11 ® SH BATH - 1/2" 1/2" O O 2 i' 1 / r' I BT BATH - 3/4" 3/4" I " 2 I 2 HB - - - 1/2" 2 � I " 4» LOWER _ - 1/2'0 , _ » 1 � �� HB /� FULL OPEN VALVE HB - - - 1/2'@ i 10 I / i' 3" P� 1 CHECK VALVE HB IST - - 1/2» S I HB - - - 1/2 <' LAYZ 3" I—� HB - - 1/2" REVISIONS 0 BEFUTURE WC - - - 1/2" NO. DESCRIPTION DATE 1 1/2 2" 19 3 " " 1/2" 1 BD COMMENTS 2-3-20 I �P� �'y � FUTURE LAV LOWER - - �/2" 3" 3" EM FUTURE SH - - 1/2" 1/2" I 12 3" 2» SPARE - - - .1/ " 1/ " 1/2" » 2 FD 2" SPARE - - _ '/2» 1/2" 12 3" NOTE: PROVIDE MINIMUM 2 SPARE HW AND CW CONNECTIONS. LAY2 2" ya 1 1/2" CSST MANIFOLD SCHEDULE FUXTURE FLOOR ROOM NAME ROOM# IPS STUB CSST EHD DISTANCE MBH FURN-2 LOWER MECHANICAL - 3/4" 30 10' 80 WH LOWER MECHANICAL - 3/4" 30 20' 100 SANITARY STACK FP SITTING - 3/4" 30 60' 100 FP 1ST LIVING - 3/4" 30 40' 100 DATE: 10-07-19 N.T.S. RG KITCHEN - 3/4" 30 40' 100 FURN-1 2ND ATTIC - 3/4" 25 100' 60 SCALE: SEE DRAWING FP BEDROOM - 3/4" 30 60' 100 JOB #: 19221 1 1/2" SPARE - - - 3/4" - 100' 100 SPARE - - - 3/4" - 100' 100 HEAT TRAP GATE VALVE (TYP) NOTE: PROVIDE MINIMUM 2 SPARE CONNEC'110NS. CHECK VALVE VACUUM BREAKER �-� 1 1/2" t. CW-� HEAT TRAP * : 1 1/4 I ,yam 1 F a t HW HW TO FIXTURES l 1/2" +° ' FDR TAL MBH TAL DISTANCE WC WITH A PRESSURE ` : . ` " �" r:_: J. : <<._ at F 0.5" WC. ,: EXPANSION TANK - I �1 1/2» ... ; ACCORDING TO 20.5 '___< wa p INTERNATIONAL RESIDENTIAL Li T & P RELIEF VALVE. 0 I O3 I 1 1/4 CODE, TABLE G2413.4(16). RUN FULL SIZE TO 1 1/2" 13 FLOOR DRAIN 14 1 840 TOTAL MBH SHEET TITLE �� ® 1 1/2" MANIFOLD, ( ( AT 11"TOTAL WITH AA PRESSURE GALV. DRIP PAN I SE " PLUMBING SCHEDULE ABOVE DROP OF` 0.5 WC. i/DRAIN VALVE (TYP) SIZED ACCORDING TO 2015 ISOMETRICS a I INTERNATIONAL RESIDENTIAL 0 " 6» CODE, TABLE G2413.4(12). & DETAILS 3/4 DRAIN TO PLATFORM FLOOR DRAIN REQUIRED AS GAS RISER �, DOMESTIC WATER RISER THIS CONTRACTOR IS RES ONSIBLE FOR N.T.S. VERIFYING ACTUAL DISTANCE FROM METER N N.T.S. TO GAS APPLIANCES AND•4 TO RESIZE GAS i WATER HEATER DETAIL LINES AS REQUIRED. SHEET NO. N.T.S. 3 0 . t ; Rimboard Second Floor Framing - - Scale 1/4 inch: 1 ft. Second Floor Framin Foandaaam Floor Truss FlushNei "" bearing waN Y abeam , IIST ADJUSTEMENT TOLERANCE - BEARING w tL Label Description Width Depth (aQty Plies PCs Length TYPICAL N1 DETAIL No.2 J6 OJ314 2.5 14 46 14-0-0 J5 OJ314 2.5 14 12 12-0-0 J4 OJ314 2.5 14 191 10-0-0 J8 OJ315 2.5 14 181 20-0-0 B (800) 700-4788 1 7EEtln Joist Flush Label IDescription Width I Depth gty Plies Pcs Length techplans@eewp.com Fandatim beating wall ARIN0. 11 N I-40x 2.5 14 6i -0-0 arbaGL BEG WALL END-TEN0 GIST LVL/LSFlush NOTES: DETAIL No.N2P DETAIL No.N3PB Label Description Width Depth Plies PCs snit 1.JOIST LAYOUT SHOWN ISTOASSISTWITHESTIMATEAND F5 StructurePRO LVL 2.0E 5.25 14 1 18-0-0 JOIST LOCATION.CONTRACTOR IS RESPONSIBLE TO SEE THAT JOIST&LVL LOCATIONS DO NOT INTERFERE WITH F10 StructurePRO LVL 2.0E 5.25 14 1 16-0-0 PLUMBING OR MECHANICAL EQUIPMENT. F7 West Fraser 1.8 LVL 1.75 14 1 8-0-0 2, PLEASE REVIEW PLANS PRIOR TO ORDERING ANY B keg *.,N Bada� L1 West Fraser 1.8 LVL 1.75 14 2 24-0-0MATERIALS L1 West Fraser 1.8 LVL 1.75 14 1 18-0-0 3.REFER TO DETAILS IN THE INSTALLATION GUIDE PRIOR TO CONSTRUCTION. Found.an bearingwel L1 West Fraser 1.8 LVL 1.75 14 3 16-0-0 EVERY EFFORT HAS BEEN MADE TO BE AS ACCURATE AS «yam orb..ns L1 West Fraser 1.8 LVL 1.75 14 1 14-0-0 POSSIBLE WITH THIS JOIST LAYOUT.DUE TO LACK OF DETAIL END-TO-END JOIST END-TO-END JOIST L1 West Fraser 1.8 LVL 1.75 142 10-0-0 AND INFORMATION MANY PLANS AND THEVA RIANCE OF FRAMING TECHNIQUES IN THE INDUSTRY,WHERE BPE DETAIL No.03DETAIL No.3BE F11 West Fraser 1.8 LVL 3.5 14 1 - - NECESSARY,APPLICABLE STANDARD PRACTICES IN THE CONSTRUCTION INDUSTRY HAVE BEEN UTILIZED. Remf.-sit sxad m vortical position,to each sided the LVL/LSL Dro ed THEREFORE,ITIS IMPERATIVE THAT THE LUMBER DEALER by an ottam ch With GLUE'end 3`nellsb 5" c. AND THE CUSTOMER REVIEW THESE DRAWINGS FOR Label IDescription Width I Depth I (qty IPlies I PCs Length LAYOUT,BEARING LOCATIONS,POINT LOADS,AND SPECIAL CONDITIONS PRIOR TO ORDERING MATERIALS.FAILURE TO S SHOWN.ANY D7 West Fraser 1.8 LVL 3.5 11.875 1 24-0-0 DO SO WILL CONSTITUTEACCE TAN A T THE JJ Addlbonal briar from }i.' beadngwanalca bkvx Rim Board CHANGES,ADDITIONS,OR DELETIONS WILL A EXPENSE OF THE LUMBER DEALER AND/OR CONTRACTOR. - -- toce lorann.1.9 NOTE: - 7x3 at,8'oc« n�' ,x4 at 2P o c.1x 2x4 at 48`o.c Label Description Width Depth �r Plies PCs en THIS LAYOUT IS TO BE USED AS A GUIDE ONLY AND IS MEANT `PL Premium glue R1 Norbord Rimboard 1.125 X 1.125 11.875 6 12-0-0 TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL 11.87AND STRUCTURAL DRAWINGS,NOT TO REPLACE THEM. 5 REINFORCEMENT FOR INTERMEDIATE BEARING DETAIL No.31B Blockin WARNING FOR A PROPER Sews_017 zxa) ) Sear.SamBbBrk with wi•.0 .JS't^ _ 2 raua"Haugh Bre haM.n«dsaM I bmldM+,ard end trc•'oehtovsmraI ,narl•mmagn Label Description Width Depth � Plies Pcs Lengt INSTALLATION with 2 na,la•: the d�egMii web. TOP AND BOTTOM B1 NI-40x 1 2.5 1 141 LinFt I Varies 1 37-0-0 Please to the stamp on the Joist to install MaMoa, I Mammz Hanger them in the right position feaege.ha) I I I Rimboard Label PCs Description Skew Slope Reinforcement Foundeuon, ating well ® � STRONGBACI(inmbspan) «beans H4 1 be H5 1 HGUS410 STARTING OPEN JOIST For Reinforcement please refer to the a aN a H6 10 IUS2.56/14(Min) calculation sheets. Ip,133;-1.1 DETAIL No.6 RNnfamament fixed In kal verlposlUon,to each side of the H8 137 MIU2.56/14 a top and bollen clod sell GLUE-and 3'nails at S'o.a H8 N�.�' ;I`''ts ''I).i}•;III ".w.» ) .eaialiaai,.rd zr Stromos"ran be at between 21ahh far da«.,pwea and wire,n needed, *PL Premium glue Led at Well 3 oom moa .lash must remain imbed together. REINFORCEMENT UNDER CONCENTRATED LOAD -Use dry lumber I,elmnglo-10- - 18 STRONGBACK OVERLAP DETAIL No.11 VS _ DETAIL No.N5 -I Plyvmod,m Me. Blaahing Bbda� 14" J31 f @ 1 ' L H - 14" J31 @ 1 ' - - Aadlaa albma gfvm14' J31 @ 1 bee.ng wan st aenmewe So center d the last 1..12/'a.c« Beanng wall2x4 a148'o.c REINFORCEMENT FOR CANTILEVERED JOIST J4 V O 14 Cc 16" Plywood 1/r Mm. CeI RarntorcemSm..W Ir vans.,posx h each aid.d Me BI [op aM b-Shnrdwnh.LU' 3'nallsat5'ac aU -- FS ,�1 AdtlNanMe eo rybom 1 B1 I/ f b.ednpwdi,ln t o _J - H8 canter d..-t , ;. St6'o.c« S. - _ ,xt t 2l•oc« Beanng waw ._Woe "PL Premium glue REINFORCEMENT FOR CANTILEVERED JOIST Nr DETAIL No.N8PBR q, � I e B r J1 "NI Ox Cc 16" st THESE CONDITIONS ARE NOT PERMITTEDMECHANICAL SERVICE CLEARANCE Q DETAILNo.18 DETAILNo.N17 dill J6 "O 14 16" �� 14" J31 @ 1 14" J31 @ 1 Rnnfncemem Aj 21'd InpM,oantx an,trz'PlYwoad or 068,fized In veNwl pontla,b the magonals n OSB pamd -� U) WM GLUE*ane Y malls et r e a. for 3Yz Jmsi.1. a oxen la Me dla0onalc« U z piles a fixed to OSB era pinnal. 4or/x2 Jdat z pleas a fixed ins Ma magonal.or 9 grea,fixed Ines es OSB ere permit, Rnnf-Din B)fxed 1n with l LUE'n[p Relnf A) ( with GLUEd and. b Me tdp and eoaom hard with GLUE•end r Ins. edet2,7p.w J6 'O 14 16n11 11 = U I Nader o,sd(seaoodera),straps(tw,hd enddated o en,na alae d naaa««raaaa under tlw Header _ __ +^+ n O `PL Premium glue when,sistdepth Isthe Sense aes,the rdeth). lois REINFORCEMENT UNDER CONCENIRATEDLOAD DETAILNo.N10V11P = H 'r O Re,Ores mend A)24•of IargM,cenW on,lir Plywood d OSB,fired in veNrai Ins-,1.Me d.9-1.or OSB pannel F7 l >L,l u l� � co W1M Glue•aha r node a r a.a. Q -for 3x2 Jpist.1 ply S.D b Me tlhgonals« H z pees a fixes to S. era Rv -M l-Ince 2 pees a fixed b me dlagonala« 3 q we n fixed to d OSB orb Rimm., Rexnaresment B)Teed 1n -el p.n-to Rend.A) �)�Irlj with top Orwhonom d J1 "NI 0x 16'tREVISION DATES: to Me top aha balm. / chard wih GLUE'orb r nails a15'o c 8 H8 H8 Header If reaubetl Ise,drawror&baps neer the antl nailed onIM saeeMse or meed urbnIna header 1 L1 g wnerinata.pmr.meSem.SenaaeerdwM). L_J- I-_J I J-I � 1 L�_.1•_1 I� LJ_ "PL Premium glue REINFORCEMENT UNDER CONCENTRATE.LOAD DETAIL No.N10V12P RalMomnnent Al21'.lm,m,comeCr1Plywood«OSB,fixed In.rose pmtlm,[o me dregmals«OSB pinnal.11,GLUE'orb r me..12•o c Builder -f«3x2 Joist 1dy a fixed b the dl n"'« 2 ptlas dfxad b o oma pinnal, 4«4x2 JaiG.1 dleH H flxetl to dw dlegonele« a pllesnfixsdbst OSIS end pannN, RelnlOI".I t t fixed In acerae paNepn to Rad.A) 84 Riverhead �'r j' win GLUE',and fixed II f+ to the tW ens bonom cnob wnih GLUE'orb 3` ,i nelleal2,Q`ea Sales Rep Hees« nragw-(see dmw,rm),atraye, l �' "INARY DESIGN DEVELOPMENT LAYOUTr Lawrence nailed arbor ma reader) REVISED 3.2.20 Designer "Bulldog grip glue PL Premium REINFORCEMENT UNDER CONLENTRATEO LOA. ETAIL No.N10V21 P Elizabeth Kerkusz RemfncemSm A)24.O lengm,center on,1R•Plywood«OSB,fixed In vr-cel poaitlon,b Me diagonals«OSB pannN Created m GLUE* aha r rwr1-1,c -f-J-' 3x2 Joist 1 qy rf hxea tome dreganals« 2 pile.11 fized b 053 antl So the October 18, 2019 -w 1x2 Jnat 2 Rasa rf fixed b me 01e0onels q 3 ptlec 1f fized b M OSS end pennel, gwmarcernent B)11xa0 b vaNCN posllmn b Reore A) Job Path GLUE',andfiz bmetl •hf � etop aM borons ecrdwxh GWE'antl3' S .IS )�{ Is at21/C oc Neadn ^ nmamrea(see drawing),shape liwlslad and nmletl .Ida al needer or nailed under the tender eslgn e OASD (USA) `PL Premium glue ...I..depth11me.ameDID heal d.gn). (,C/+ REINFONCEMENT UNDER CONCENTRATED LOAD - Building ode IBC/IRC 2015 DETAIL No.N1OV22P Floor 2-4 Load sharing clip each„de of pnml 2-4 Load sharing cop each side of point Loads Ione,r,x to)ala wile 1 1/Y moa.(toe). � load, hx to iaiat with , 1/z -JS(lad). � 2 Live 40 2 3 6 2 8' 6 a,� 2 a� a• 3 Dead 15 7 3 g g 3 g g Defplection Joist s LL Oso 4 TL Span U 240 8 4 8 4 B 5 4 8 7 5 LL Cant 2U 360 6 TL Cant 2L/ 6 DOUBLE JOIST LOAD TRANSFER DOUBLE JOIST LOAD TRANSFER 240 DETAIL MJC6 DETAIL MJC8 Deflection Girder . LL span U 360 OPEN JOIST TRIFORCEO and OPEN JOIST 20000 are in accordance with ICC 2015 and NDS-2015-Load sharing clips centered on point m load, rix joist with mo , t/z• a,(rod). z-Lood .mar"rig div each side of valor load,nx to Joist with 1 l/2"Naas(10d). OPEN JOIST TRIFORCEO and OPEN JOIST 20000 have been evaluated by ICC (report# ESR-2999) & TL Span U 240 LL Cant 2U 360 6 �•�' 2 2 6 �,�. 2 28, 3 (report# ESR-1035) and are quality controlled by a qualified third DRAWN BY party agency. Parts are TL Cant 2v 240 joined together with phenol-resorcinol adhesives. Lumber used for diagonal and vertical web members is Decking 3 g g 5 8 4 3 g g visually graded in-plant as per quality control manual.A sub-floor must be attached to the top chord 4 e 5 5 a 4 member according to the building code. If specified, strongbacks must be of lumber and attached to the ,c�oF NES% Y Decking osl- 5 g p a dry P. O 3/4 APA Rated Sturd-I- 6 DOUBLE JOIST LOAD TRANSFER 4 6 e joists, according to current practice. Required bearing length must be determined for each application g� �OpHER3 �'r r M Floor DOUBLE JOIST LOAD TRANSFER based on specifications b the manufacturer and must never be less than 1.5 inches. OPEN JOIST 2000® 4� `� ie! Fastener Nailed&Glued DETAIL MJC2 DETAIL MJC4 p y _t � must be used under dry conditions. Refer to the specifications by the manufacturer for details of installation. �)( Project LU 0 2N 19-2431 EF P" version 21.1.4u.uuz Powered by I ruc is layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings,not to replace them O�ES)tON t FJ LJ ® 0 gi S1 R den e APPROVED AS NOTED FEE:___]M (o BY: __iwl_ NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: • • • 1. FOUNDATION - TWO REQUIRED G1bb%J 11 FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 1600 H111crest Drive 0 ent Y 11957 3. INSULATION FINAL - CONSTRUCTION MUST Engineering, PC BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 1 CENTRAL AVENUE, SUITE 308 Building Summary: Scope of Work: Drawinc List: TARRYTOWN, NY 10591 (914) 524-9740 S 1. G0.0 Cope ��Ul�"-�• WITH ALL CODES O gibbonsengineering@ choo.com Structure: Two Story, Single-Family Home w/ Summary: Cover Sheet ` '>= "'` `'``R K S T ATE-& TOWN CODES Full (Partial Walk-out) Basement /',ND CONDITIONS OF This Project is for the construction of a new, single-family residence in Orient, New York. The 2. SP1.1 Site Plan Layout ^ home shall be situated at 1600 I Iillcrest Drive. The structure shall be two-,Nofull es with a u (partialwalk-out) Y` "` , - Exterior Wall: lk ) Basement: 10' ICF Concrete Wall w/ Composite Siding basement, with an attached t,vo-car attached garage on the main floor and a second two-car garage in the 3. A1.0 Lower Floor Plan & Notes u B'. ARD First Floor: 10' ICF Concrete Wall w/ Composite Siding walk-out level. 4. A1.1 First Floor Plan & Notes N TRUSTEES Second Floor: 9' ICF Concrete Wall w/ Composite Siding 5. A1.2 Second Floor Plan & Notes -� ` ~-^ ...,_ �_ IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY 6. A1.3 Third Floor Plan & Notes PERSON, UNLESS DIRECTED 8Y A REGISTERED 7. A1.4 Roof Plan & Attic Ventilation ARCHITECT OR PROFESSIONAL ENGINEER TO Floor Construction: 8. A2.1 Exterior Elevations A L T E R A N Y I T E M I N A N Y W A Y Basement: Concrete Slab 9. A2.2 Exterior Elevations OCCUPANCY OR 10. A3.1 Building Sections & Eave Details USE IS UNLAWFUL ISSUE DATES: First Floor: 14" Engineered Woo Truss 11. A5.1 Energy Data & Schedules No. DATE DESCRIPTION First Floor: 14" Engineered Wood Truss WITHOUT CERT • Roof Construction: Pre-Engineered Wood Trusses OR Conventional Framing 12. S0.0 Structural Notes & Specifications CERTIFICATE 1 12.20.19 BD SUBMISSION 13. S1.0 Foundation Plan OF OCCUPANCY 14. S1.1 First Floor Framing- Plan 2 02.11.20 BD REVISION Construction Type: V-B 15. S1.2 First Floor Header Plan ELECTRICAL 3 03.09.20 BD REVISION Use Group: R 16. S1.3 Second Floor Framing Plan INSPECTION REQUIRED 17. S1.4 Second Floor Header Plan 18. S1.5 Attic Framing Plan 19. S1.6 Attic Headers and Ceiling Joist:, Building Code Information: General Requirements g0. S1.7 Roof Framing Plan �LS","PLACAIRD'"JG t'EaU6,,1Zt7 21. S1.7B Roof framing Plan - Conventional Fran-aming ® ® ° ® 22. S2.1 Structural Sel,tlons & Dc�,61, 1. Builder shall be familiar with provisions of all applicable codes and shall insure compliance of work to those codes. 23. S2.2 Wall Bracing Details & Notes Applicable Codes: p pp p Building Code: Residential Code of NY - 2015 24. S3.1 ICF Details Afechanical Code: Residential Code of NY - 2015 2. 'These documents do not include the necessary components for constructim safety. Safety, care of adjacent 25• S3.2 ICF Details PLUMBER CERTIFICATION Plumbing Code: Residential Code of NY - 2015 properties during construction, compliance with state and federal regulatiols regarding safety, and compliance with ON LEAD CONTENT BEFORE Electrical Code: National Electrical Code - 2014 requirements specified in the Owner/Builder contract is, and shall be, the Builder's responsibility. 26. E1.0 Lower Electrical Plan & Notes CERTIFICATE OF OCCUPANCY 27. E1.1 First Electrical Plan & Notes SOLDER USED IN WATER Energy Code [i Residential Code of NY - Current 3. Builder shall supervise and direct the work and shall be solely responsible ter all construction means, methods, 28• E1.2 Second Electrical Plan & Note:, SUPPLY SYSTEM CANNOT techniques, and safety procedures and for coordinating all portions of the Vork. 29. E1.3 Third Electrical Plan & Notes F_XCEED 2/10 OF 1%LEAD. 2-Story Building above grad.e. The proposed dwelling is not a 3-story house as per NYS Code. Second Floor = surface entirely above grade 4. If in the event of conflict between local, state, and national codes, the rmov stringent shall govern. First Floor = surface entirely above grade r'l-.�..IA/!�3I(�!G Lower Level = greater than 50% is 6' below rade. see sheet GO.0 5. All construction is to be in compliance with the following code: Residentil Code of New York - 2015. AI_L-PLt_;'.'31:-JG WASTE g g ) p g TESTINiG BEFORE COVERING." 6. Use of these Documents beyond the construction of a single family home including sale of these plans to a third © © party for any use whatsoever, without the written permission of New_�vcnue, LLC of Upper Arlington, Ohio is strictly forbidden and is just cause for filing suit against the perpetrator. First Floor Living Area: 2,079 Gross Square Feet ' _ q ► Second Floor Living Area: 2,079 Gross Square Feet 7. Square footage calculations as shown in the floor plans include all concitioned space on the first and second floors DO NOT PROCEED WITH and measure to the exterior face of the wall. Stairs going to the basementind to upper floors are included. Garage, i FRN, !ti�r NT!L SURVEY OF FOUNDATION LOCATION- basements, unfinished attics, fireplaces extending beyond the exterior v7all,, and the upper portion of vaulted and HAS BEEN APPROVED. Basement Slab Area: 1,957 Gross Square Feet two-story spaces are not included. We adhere to the National ANSI Standard 1765-2003, as recognized by the Garage Slab Area: 580 Gross Square Feet National Association of Home Builders. Screen Porch 312 Gross Square Feet 8. The term "Work" as used in these notes shall include all provisions as drawn or specified in these documents as Blower door provided by New Avenue, LLC. and ductwork testing required. Climate & Geographic Design Criteria Street Elevation PROJECT: © - Gro d Win Seismic Subject to Damage From Wini er Ice Shield All Mean 1600 Sno v Spec d Desig i Desi n Underlayme it Freez ng Annual1 Ovid,n Manuals Loa (mp I) CategoryWeathen ig Frost Depth Termite Deca Te p Required Inds Temp must per HILLCREAST DRIVE 20 13 B Severe 36" Moder,to Slight t 5 Yes 150) 50 D' EnY' a Codeto Hea y Mode . e YN rov i 4-f- NY Energy ORIENT NY , - 11957 ..: �s,I �• All 1 T{ . .�.r ll Allexterior lighting i n g lUj installed, or DRAWING TITLre aired shall conform dt, `pm to Chapter 172 A� , of the Tow - n Code COVER SHEET'A L , - wu7• .� t r ..-; li�i ja'„sy :w. ..,,r{':y'�i^'�ij�.'t`'1,; �}3!�i�>�i `i' L1 .; DRAIN E INSPECTIONS ARE FIE � `�"'�° � `" SITE LOCATION FFFI ,�?-r,��}�,,,x;•,�;";;�I, -,; Contact O R ct TOS Engineering at 765-1560!b oro _ Backfill,OR Provide Engineer's Certiuicr,Jon -,77, that the -- dry lnacte has been installed to i&,. INFORMATION _ EEE11 EEL] FM t (� I SEAL&SIGNATURE DATE: 12.06.19 110 0 EE EE111 FM F M PROJECT No: ----- ISI ��a WY DRAWING BY: ME C'I�BY.:JAG M DWG No.: c� GOOO 069362 a N APPL. No.: LOT 19 Q SITE DATA 0 ADDRESS 1600 HILLCREST DRIVE ORIENT, NEW YORK 11957 LOT 18 LOT AREA 40,023 SF TEST HOLE NO. 1 AS SHOWN DRIVE AREA 6,000 SF ON FIELD MAP PORCH AREA 177 SF + 778 SF LOT 17 BLDG FOOTPRINT 2,275 SF Gib b014,041, s GARAGE FOOTPRINT 607 SF 90 NORTH SOIL STOCK PILE IMPERVIOUS SURFACE TOTAL: 9,837 SF Engineering, PC LIGHT POST AND CONDUIT ST DRNO 24.6% LOT COVERAGE H�LL�RE 13 E3 BELOW DRIVE (SWITCH TYP. AT EACH 197 .18 INSIDE ( ) _ 90 ° ° 1 CENTRAL AVENUE, SUITE 308 83^ 35, 30„ E - - _ �/ / LO-� 20 SITE NOTES Q TARRYTOM, NY 10591 \ 2 (914) 524-9740 / 1. COORDINATE ALL FINISH GRADES WITH OWNER IN FIELD. PROVIDE _ _ _ — ✓ / / POSITIVE SLOPE AWAY FROM BUILDING ON EACH SIDE (2% MIN.). gibbonsengineering@yahoo.com / 00 o C / C j 2. THIS SITE PLAN HAS BEEN PREPARED TO PROVIDE BUILDING LOCATION / / O AND LOT COVERAGE INFORMATION ONLY. A SITE PLAN INCLUDING FINAL R = 25' C00-D I O / / / / \\ �„ GRADING ELEVATIONS AND DRAINAGE INFORMATION TO BE COMPLETED BY p / / \ to SURVEYOR SEPARATELY IF REQUIRED FOR PERMIT APPROVAL. 10 a � L=39.27' /// // , \ O� 3. FINAL LANDSCAPING PLAN SHALL BE PREPARED BY OTHERS. ASPHALT o DRY ELL / / // J ° © IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY z DRIVE _____ --- -- - ✓`'�, „�/ // \\ PERSON, UNLESS DIRECTED BY A REGISTERED I — ARCHITECT OR PROFESSIONAL ENGINEER TO O ___ -------= � ' � ' , \ ALTER ANY ITEM IN ANY WAY > -- ---- ----- -� SETB 50 _ ISSUE DATES.. No. DATE DESCRIPTION BO b� 7 '_ " _ ti � '-� a� O 84 , `� NEW � := � ,, �` \ 1 12.20.19 BD SUBMISSION RES 2 02.11.20 BD REVISION 0 3 03.09.20 BD REVISION WASH ;OUT \ 'Tb R Y WELL70 \ �► 12 WIDE SE I `ROAD 'Icr► '' ���P"-'' /� 1 -- -P c./) C 00 I �-r-�+ r I W ' 01 60 R = 3 ' L= 5.9 0' PROJECT: 1600 HILLCREAST DRIVE - - ORIENT, NY ` 11957 DRAWING TITLE: SITE PLAN SEAL&SIGNATURE DATE: 12.06.19 of- NE tN r PROJECT No: ----- �,c�Q-��g PP. Glge ,g DRAWING BY: ME �P CI BY.:JAG SITE PLAN F DWG N°.: E3 r ® ° G c� SCALE: 1" = 20'-0" SCoA 069352 N APPL. No.: w oQFINISHED FIRST FLOOR IS 11'-6" ABOVE GRADE = 103'-3"0 Of 0 WINDOW & DOOR LEGEND LOWER LEVEL PLAN NOTES 0 13 cn m cc) O 3056 D.H. w/ 18" TRANSOM O 3056 D.H. w/ 18" TRANSOM 1. INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 16" U.N.O. - UNLESS NOTED OTHERWISE (5 1/2" MULL AT MULTIPLE WINDOWS) w o II 0.C., U.N.O. z b 03056 D.H. (5 1/2" MULL WHERE OF 2640 CASEMENT S.G. INDICATES IMPACT RESISTANT GLAZING 2. INTERIOR DOORS ARE 6-8" HIGH U.N.O. cn - MULTIPLE WINDOWS) FAN INDICATES EXHAUST FAN 014" TRANSOM 3. SEE SHEET S2.1 FOR EGRESS WINDOW WELL DETAIL. INDICATES EXHAUST FAN w / CO 3056 D.H. ALL WINDOW HEADERS IN FOUNDATION WALL SHALL A FF/L] LIGHT COMBO e L---J O o Q „ OH 3030 D.H. DOUBLE BAND JOIST - U.N.O. � 0 3030 D.H. w/ 18 TRANSOM SD INDICATES SMOKE DETECTOR w ;� 4. UNDERSIDE OF FLOOR FRAMING SHALL BE COVERED WITH � o _I Y" GYPSUM BOARD OR EQUIVALENT 1HR FIRE RATED SC INDICATES COMBINATION SMOKE AND CARBON ons Q N 01 3080 INSULATED w/ 20" SIDELITES 05 3070 INSULATED (HALF LIGHT) MATERIAL. MONOXIDE DETECTOR. (SEPARATE SMOKE AND M� it (3/4 LIGHT) CARBON MONOXIDE DETECTORS MAY BE INSTALLED AT c=n_I 06 8'x9' INSULATED GARAGE DOOR 5. ACCESSIBLE AREAS AT UNDERSIDE OF STAIRS SHALL BE THIS LOCATION) EngineeringPC � wo Z 02 (2) 3080 INSULATED (FULL LIGHT) ENCLOSED WITH Y2" GYPSUM BOARD. 0 < _ `` N NOTE: ALL SMOKE DETECTORS SHALL BE � 0 07 8 x16 INSULATED GARAGE DOOR 6. ANY METAL CONNECTORS OR FASTENERS THAT ARE IN INTERCONNECTED AND HAVE BATTERY BACKUP AND ,j03 (2) 3070 INSULATED w/ 18 TRANSOM DIRECT CONTACT WITH PRESSURE TREATED MATERIALS UTILIZE PHOTOELECTRIC AND IONIZATION TECHNOLOGY. � m M (FULL LIGHT) 08 3070 INSULATED SHALL BE TYPE 304 OR TYPE 316 STAINLESS STEEL w ¢ 0 a a 04 (2) 3070 INSULATED (FULL LIGHT) OR GALVANIZED IN ACCORDANCE WITH ASTM A653. ALL 1 CENTRAL AVENUE, SUITE 308 o CO CONNECTORS AND FASTENERS SHALL BE OF THE SAME I II MATERIAL. TARRYTOM, NY 10591 E _N FINISHED FIRST FLOOR IS 1'-8" ABOVE GRADE = 103'-3" NOTES - 7. PROVIDE PASSIVE RADON MITIGATING SYSTEM PER 1. WINDOW DESIGNATIONS TO BE FEET AND INCHES (EXAMPLE 3056 = 3'-0' x 5'-6". APPENDIX F (914) 524-9740 BUILDING PLAN — FLOOR HEIGHT INFORMATION 2. ALL WINDOWS TO BE INSULATED. ® a gibbonsengineering@yahoo.com SCALE: NOT TO SCALE 28'-4 3/4" 14'-7 1/4" oo 15'-8" 18'-4" 25'-0" IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY 10 PERSON, UNLESS DIRECTED BY A REGISTERED 0 3/8" 18'-0" 5/ 01 ARCHITECT OR PROFESSIONAL ENGINEER TO 13'-8" 13'-8" 13'-8" 3'-0" 18'-0" 4'-0" 6 6 .. ALTER ANY ITEM IN ANY WAY 0 bb I --------------- IIIIi a Q 02 IIIIi 6 -11 --------- '. UID AES: No. DATE DESCRIPT ION 1 12.20.19 BD SUB MISSIO N 2 02.11.20 BD REVISION 6'-4 3/8 I 7'-3 5/8 7'-3 5/8 I 3'-7 1/4" 17 -1 1/4 4 1/201 3 03.09.20 BD REVISION 0 --------- -------------- k •.•`'.'1III III ' 0�0( ¢ IIIi O I II II � ------- - ell, 0 O 1 12'-8 3/4" -8l" 12'-10 3/4" 15 -6159 17 11/411 FIR 08 OPEN AREA m n 0)14'-10 3/4" 16'-0" 17'-10" - r-' eQ',0U5d ffd��a--Yt11 GARAGE 10"6 6'-9 1/2N Self-el ler mm m4i iUNFINISHED N STORAGE CD 50 12'-O" 11'-10 3/4"07 N`4/xw- 04 V I� • :; :« ,.. •♦`r:' Ior .:• l'-O" �•1.•" rI� IIIIIIIIII II II II �'�•Wit••t ME CH. N 4'-3" 3'-9 3/4„ � �. PROJECT: 15'-6Y O 5 FA NaEffi` �t 1600 OO Z) HILLCREA CT I, DRIVE ORIENTNY to co 11957 _ DRAWING TITLE: LOWER FLOOR PLAN NOT E S SEAL&SIGNATURE DATE: 12.06 .19 PROJECT No: ----- 1 4 -7 1/4" O14'-0" 15'-8lo le GDRAWING BY: ME lo 103'-3 1/4" 1 BY.:JAG DWG No.:4 w LOWER LEVEL FLOOR PLAN -------------------- 05Al SCALE: 1/4 1 -0. ■ © ©NES N rAPPL. No.: E3 13 E3 WINDOW & DOOR LEGEND FIRST FLOOR PLAN NOTES © 1 E3 1 O3056 D.H. w/ 18" TRANSOM O 3056 D.H. w/ 18" TRANSOM 1, INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 16" S.G. INDICATES IMPACT RESISTANT GLAZING (5 1/2" MULL AT MULTIPLE WINDOWS) O.C., U.N.O. FAN INDICATES EXHAUST FAN O 3056 D.H. (5 1/2" MULL WHERE O 2640 CASEMENT 2. EXTERIOR WALLS SHALL BE ICF, SEE PLANS., U.N.O. MULTIPLE WINDOWS) F/L INDICATES EXHAUST FAN O „ LIGHT COMBO ,14" TRANSOM 3. INTERIOR DOORS ARE 8'-0" HIGH, U.N.O. CO 3056 D.H. COORDINATE WITH OWNER. SD INDICATES SMOKE DETECTOR OH 3030 D.H. O 3030 D.H. w/ 18 TRANSOM 4. SEE SHEET S1.2 FOR WINDOW, DOOR AND OPENING SC INDICATES COMBINATION SMOKE AND CARBON HEADER SIZES MONOXIDE DETECTOR. (SEPARATE SMOKE AND 16S 01 3080 INSULATED w/ 20" SIDELITES 05 3070 INSULATED (HALF LIGHT) 5. ATTACHED GARAGE SHALL BE SEPARATED FROM CARBTHIS ON MONOXIDE DETECTORS MAY BE INSTALLED AT (3/4 LIGHT) RESIDENCE WITH 5/8" TYPE X GYPSUM BOARD APPLIED TO GARAGE SIDE OF COMMON WALLS AND 02 ECTORS SHALL BE (2) 3080 INSULATED (FULL LIGHT) 06 8'x9' INSULATED GARAGE DOOR CEILING. 20 MIN. FIRE RATED DOOR OR 1 3/4" OTERCONNE INTERCONNECTEDANDNHAVE BATTERY BACKUP AND 8'x16' INSULATED GARAGE DOOR SOLID WOOD DOOR REQUIRED BETWEEN RESIDENCE UTILIZE PHOTOELECTRIC AND IONIZATION TECHNOLOGY. Engineering, PC 07 03 (2) 3070 INSULATED w/ 18" TRANSOM AND GARAGE. (FULL LIGHT) 08 3070 INSULATED U.N.O. - UNLESS NOTED OTHERWISE 04 (2) 3070 INSULATED (FULL LIGHT) 1 CENTRAL AVENUE, SUITE 308 NOTES - TARRYTOM, NY 10591 1. WINDOW DESIGNATIONS TO BE FEET AND INCHES (EXAMPLE 3056 = 3'-0' x 5-6". 2. ALL WINDOWS TO BE INSULATED. (914) 524-9740 gibbonsengineering@yuhoo.com 29'-8" 14'-7 1/4" 15'-8" 43'-4" 10 ol V-11 5/&' 10" 10" '-7 5/8" 13'-8" 13'-8" 13'-8" 13'-8" loX IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY " ------- 0 10'-0" 13'-4" 6'-4" 'co 7'-3 5/8" 7'-3 5/8" —401I3'-7 1/4" 6'-11" 5-1 ------- ISSUE DATES: 00 00 No. DATE DESCRIPTION ------- ------- 1 12.20.19 BD SUBMISSION , . . d- BID REVISION 4 — 1/2" 9 —2 3/8 00 • ------- 12'-8 3/4" << < 3 3.09.20 BD REVISION 5'-6 3/8" 6'-7 1/8" ------ 13'-4 1/2" 9'-8" 8'-2" 10 •M_M JII� I TI: '1IIIII -- II—-- 6'-O7I{ /4" 4 --3 -------- OC - 10 25'-0" 5__-_05'-0 0 bb 15 -4 1/2" DINING RO — L RAGE a:ro:s: ® l �.,_.._. = _NEAR ENTR 00 2'_6 op GAME ROOM PANTRY r---- ----- —(D r — p to co ---L ------I-1 „ J L-------------- o ------------C-GARrROW-------- p SUITE) ° °GUs o DN0o17R co „00 2—CAR O GARAGE 8'-9 1 ----- _ 1 -43/4COATS ' Aol Yi ' N—————————— O -------J L-------------- -----------I r------------- ------ ----------- ------------ ------------- ------ IlIIII III'IIII II I01 , --------_—_--IIIII r:{ IIII IiII " 0 oz O O ------ 13' 8 1/2„ ---------- ----------QI LIVINGI ROM C) ---- 00 SITTING ROOM ------ --------L-- ----------J--L--------- 01 L------- OFFICE <z> FOYER 04 7'-0" 7'-0" 10 I PROJECT: O 10 " 4'-9 1/4" 4'-2" 16'-6 1/2" 12'-11 1/2" 34 rr 1600 HILLCREAST DRIVE RIVE O O ORIENT, NY 7'-10" 7'-10" 1 7'- 5/8" 7'-3 5/8" 7'-10" 7'-10" 11957 Ir COVERED DRANVING TITLE: 00 ENTRY FIRST FLOOR PLAN & NOTES 14'-0" 15'-8" 14'-7 1/4" 15'-8" 33'-8" SEAL&SIGNATURE DATE: 12.06.19 OV NE 7PROJECT No: ----- A• Gi& ,g DRAWING BY : ME 103'-3 1/4" BY.:JAG DWG No.: ui FIRST FLOOR PLAN as ® 5 ��,a � RO �A�Q,�� ■ c� SCALE: 1/4" = 1'-0" 6935� F�S51© N APPL.No.: ® ® 13 0 - 0 WINDOW & DOOR LEGEND FIRST FLOOR PLAN NOTES 0 ® 11 13 O3056 D.H. w/ 18" TRANSOM O 3056 D.H. w/ 18" TRANSOM (5 1/2" MULL AT MULTIPLE WINDOWS) 1. INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 16" S.G. INDICATES IMPACT RESISTANT GLAZING O.C., U.N.O. FAN INDICATES EXHAUST FAN O3056 D.H. (5 1/2" MULL WHERE OF 2640 CASEMENT 2. EXTERIOR WALLS SHALL BE ICF, SEE PLANS., U.N.O. MULTIPLE WINDOWS) F/L LIGHT COMBOEXHAUST FAN / O14" TRANSOM 3. INTERIOR DOORS ARE 8'-0" HIGH, U.N.O. CO 3056 D.H. COORDINATE WITH OWNER. SD INDICATES SMOKE DETECTOR / O 3030 D.H. w 18" TRANSOM O 3030 D.H. 4. SEE SHEET S1.2 FOR WINDOW, DOOR AND OPENING HEADER SIZES SC INDICATES COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR. (SEPARATE SMOKE AND ' CARBON MONOXIDE DETECTORS MAY BE INSTALLED AT ons Ol 3080 INSULATED w/ 20" SIDELITES 05 3070 INSULATED (HALF LIGHT) 5. ATTACHED GARAGE SHALL BE SEPARATED FROM THIS LOCATION) (3/4 LIGHT) RESIDENCE WITH 5/8 TYPE X GYPSUM BOARD APPLIED TO GARAGE SIDE OF COMMON WALLS AND Engineering, PC 02 (2) 3080 INSULATED (FULL LIGHT) 8'x9' INSULATED GARAGE DOOR / " NOTE: Al_L SMOKE DETECTORS SHALL BECEILING. 20 MIN. FIRE RATED DOOR OR 1 3 4 INTERCONNECTED AND HAVE BATTERY BACKUP AND SOLID WOOD DOOR REQUIRED BETWEEN RESIDENCE UTILIZE PHOTOELECTRIC AND IONIZATION TECHNOLOGY. 07 03 (2) 3070 INSULATED w/ 18" TRANSOM 8'x16' INSULATED GARAGE DOOR AND GARAGE. (FULL LIGHT) I 08 3070 INSULATED U.N.O. — UNLESS NOTED OTHERWISE 1 CENTRAL AVENUE, SUITE 308 04 (2) 3070 INSULATED (FULL LIGHT) TARRYTOM, NY 10591 NOTES — 1. WINDOW DESIGNATIONS TO BE FEET AND INCHES (EXAMPLE 3056 = 3'-0' x 5-6". (914) 524-9740 2. ALL WINDOWS TO BE INSULATED. ® 13 13 El gibbonsengineering@yahoo.com 69'-7 1/4" ol lo IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY ISSUE DATES: I I I No. DATE DESCRIPTION I 1 12.20.19 BD SUBMISSION 29'-8" 14'-7 1/4" 15'-8" 9'-8" I ' 2 02.11.20 BD REVISION �F 10'-0" 13'-4" 6'-4" 7'-3 5/8" 7'-3 5/8" 3'-7 1/4" 6'-11" 5'-1 /4" 4'-1 5/8" 5'-601 10 bb III i 3 03.09.20 BD REVISION e 89 00 _11 ----- ,-------,------ — -12 -9 1/4 O O If loc BED OOM 4 c*' I r O B B TEMPERED I I I I 1 . r-----------------------------i I I I I I - 1 , 13'-1" I 13'-6" I 2 6" I 1 I i ii I I I I Q� I I Ll —6 —1 1/2 .•. ...�.,. I 1 i I I LAUNDRY I 10 'SOLARTUBE' h BEDRO_ OM #3 i — T-j CHASEIN ---- —+-- ------------------ e I 0 w O_ 00 00 04 I IE 1 I \ I J O ( I N I t(( I N I I r----� in +- ++ I I '`� I I 16'-2$' 17 6 W I CLOSET N _1 OVERLOOK I I t� II L----- ------------------------ I ----------------------------� I I I r W/I CLOSET W 1 CLOSET I bo D N I OPTIONAL WINDOWS I o00 1 1 R I �I �i 1 r I 3 1/2„ 10'-9 1/2" 15' 4 1/2" 7'-11 1/2" _ 18'-2 1 2" --------------- �t _ 1 / BATH BATH ' „ „ �; _.i� ; ; i i i OWNER'S BATH // `" W I CLOSET 5'-0 1/2 4 —0 1/2" 3 —8 I I ------------------------ ,to ----- ------------------------------------- "' ------------------------------------------- 1� - 1 i I I I OWNERS ; II ",� = 77 - I I I I ► \ 1 I, --- I 6' 1 1 2" I _ I f _ � ; I SUITE ;` d- .:..t 00 I \ I II L ---� 1� I `j ; LINE N I LO �° PROJECT: ATTIC ACCESS LADDER I I I 1 EDROOM 2 I , I I , , CD I I i (PULL DOWN) i I I I 1 /00 u HILLCREAST DRIVE I i i -- 01 I L- I - ------- --J ORIENT NY L-- ---------------------- ------------ ------- 1 `' • '• "s`• - 11957 1 0 o a 7'-10" 5'-1 13 'i I I (1 3 4" 7'-10" I 1 I I 1 DRAWING TITLE: 14'-0"00 13'-9 1/2" i i 12'-9 1 4" i i 16'-7" 9'-8" 33'-8" ol I I I I I 2'—9 1/2 l i i 103'-3 1/4" I I I I I I I I I SECOND FLOOR - = -- PLAN & NOTES ----I-------------------------- � J SEAL&SIGNATURE DATE: 12.06.19 PROJECT CT No: ----- SCALE: , FLOOR PLA �� ANG a r DRA�`C�ING BY: ME SCALE. 1/4 — l'—O" �� & BY.:JAG a: DWG No.: C, W e - [U C? M SQA a6935x /-Xl� ■ dam- 'SFS S StO�P` N APPL. No.: WINDOW & DOOR LEGEND Q FIRST FLOOR PLAN NOTES O3056 D.H. w/ 18" TRANSOM O3056 D.H. w/ 18" TRANSOM (5 1/2" MULL AT MULTIPLE WINDOWS) 1. INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT 16" S.G. INDICATES IMPACT RESISTANT GLAZING O.C., U.N.O. FAN INDICATES EXHAUST FAN 03056 D.H. (5 1/2" MULL WHERE OF 2640 CASEMENT 2. EXTERIOR WALLS SHALL BE ICF, SEE PLANS., U.N.O. MULTIPLE WINDOWS) F/L INDICATES EXHAUST FAN / O 3056 D.H. � G 14" TRANSOM 3. INTERIOR DOORS ARE 8'-0" HIGH, U.N.O. LIGHT COMBO C COORDINATE WITH OWNER. SD INDICATES SMOKE DETECTOR 0 03030 D.H. w/ 18" TRANSOM O 3030 D.H. 4. SEE SHEET S1.2 FOR WINDOW, DOOR AND OPENING SC INDICATES COMBINATION SMOKE AND CARBON G bb lis HEADER SIZES O MONOXIDE DETECTOR. (SEPARATE SMOKE AND O01 3080 INSULATED w 20" SIDELITES 05 3070 INSULATED HALF LIGHT 5. ATTACHED GARAGE SHALL BE SEPARATED FROM CARBON MONOXIDE DETECTORS MAY BE INSTALLED AT / O ( ) RESIDENCE WITH 5/8" TYPE X GYPSUM BOARD THIS LOCATION) (3/4 LIGHT) 8'x9' INSULATED GARAGE DOOR APPLIED TO GARAGE SIDE OF COMMON WALLS AND NOTE: ALL SMOKE DETECTORS SHALL BE Engineering, PC 02 (2) 3080 INSULATED (FULL LIGHT) CEILING. 20 MIN. FIRE RATED DOOR OR 1 3/4 INTERCONNECTED AND HAVE BATTERY BACKUP AND SOLID WOOD DOOR REQUIRED BETWEEN RESIDENCE UTILIZE PHOTOELECTRIC AND IONIZATION TECHNOLOGY. @ (2) 3070 INSULATED w/ 18" TRANSOM 07 8'x16' INSULATED GARAGE DOOR AND GARAGE. (FULL LIGHT) 08 3070 INSULATED 1 CENTRAL AVENUE, SUITE 308 04 (2) 3070 INSULATED (FULL LIGHT) U.N.O. - UNLESS NOTED OTHERWISE TARRYTOWN, NY 10591 NOTES - (914) 524-9740 1. WINDOW DESIGNATIONS TO BE FEET AND INCHES (EXAMPLE 3056 = 3'-0' x 5'-6". 2. ALL WINDOWS TO BE INSULATED. glbbonSenglneering@yah00.COn'1 IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY ISSUE DATES: No. DATE DESCRIPTION 1 12.20.19 BD SUBMISSION Q Q 2 02.11.20 BD REVISION 3 03.09.20 BD REVISION Q � � Q I I I 40'-7 1/4" 1 4'-10" 10'-2" N I I \ 1 O I )c<`m I I I I I I I I I I ----------I— ' -----------------------� I I I 16'-2 1/2 12'-6 1/4" 1 6'-0" 1 9'-1 1/2" ATTIC L--------- _ ----------- ' I LINE OF 9' 0" CE I - (LING I i�� �I� ►I�� i�� I I'-- --------- ---------- ---------------------------- ATTIC ------------ I4II ---- - ^ HEIGHT----------------------------- ------- r�------------------ --------- ------------ --------- -- ATTIC ACCESS LADDER i 1 i f i1 I (PULL DOWN) 1 i 1i i� I -------------- ----- ----------------- --------------- -------------------- ---------------------- I L----J 1 • 7'-5 1/2" 1, 2'-8" Ilk 11'-3 3/4" 2'-8" 111'-3 3/4" 2'-8" k 6'-10 1/4" I I � 1 1 M cD I PROJECT: 00 1600 I HILLCREAST DRIVE F Fmmw F ORIENT NY 7'-5 1/2" 3'-8" 10'--3 3/4" 3'-8" 110'-3 3/4" 3'-8" 6'-10 1/4" g'-g" I 11957 I DRAWING TITLE: I I I 1 I 1 THIRD FLOOR I PLAN & NOTES J SEAL&SIGNATURE DATE: 12.06.19 0V NE y PROJECT No: ----- THIRD FLOOR PLAN � ��c� P,- G/�� DRAWING BY: ME ,�- BY.:JAG SCALE: 1/4" = 1'-0" I DWG No.: c� X6936 Al'te ■ 3 fi GFESSIO� N APPL. No.: ATTIC VENTILATION TABLE ROOF AREAS SOFFIT VENTING RIDGE VENTING MARK AREA REQ. PROVIDED REQ. PROVIDED A 2,978 SF 4.97 SF (30 SVs) 5.7 SF 4.97 SF (64 LF RV) 7.68 SF B 339 SF 0.57 SF (10 SVs) 1.2 SF 0.57 SF (2 HV) 0.86 SFGibbolt"Is ® TABLE NOTES: ® Engineering, PC 1. SOFFIT VENTING AND RIDGE VENTING REQUIRED AREA = 1/2 x ATTIC AREA / 300 2. SOFFIT VENT (SV) AREA ASSUMED: 0.06 SF PER LINEAR FOOT 1 CENTRAL AVENUE, SUITE 308 OF 2" CONTINUOUS VENT OR 0.19 PER 4"x16" VENT TARRYTOWN, NY 10591 3. RIDGE VENT (RV) AREA ASSUMED: 0.12 SF PER LINEAR FOOT (914) 524-9740 4. HAT VENT AREA ASSUMED: 0.43 SF PER VENT 5. OPENINGS BETWEEN ADJACENT ROOF AREAS SHALL BE COVERED BY AN gibbonsengineering@yahoo.com AIR BARRIER IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY E3 ® PERSON, UNLESS DIRECTED BY A REGISTERED ROOF PLAN NOTES ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY 1. SEE ROOF FRAMING PLAN FOR TRUSS LAYOUT AND STRUCTURAL ITEMS. ISSUE DATES: 2. SEE DETAILS SHEET A3.1 FOR EAVE DETAILS No. DATE DESCRIPTION 3. ICE BARRIER UNDERLAYMENT IS REQUIRED 2 FEET PAST THE INTERIOR FACE OF 1 12.20.19 BD SUBMISSION THE EXTERIOR WALL, AT THE EAVES, OVER CONDITIONED AREAS. Ej 2 02.11.20 BD REVISION 3 03.09.20 BD REVISION .__:( ---- - � 30 YR. DIMENSIONAL 30 YR. DIMENSIONAL = - _ - �-- SHINGLES TYP. SHINGLES, TYPICAL-\ 4x16 SOFFIT _1 _ VENTS, EVERY' ! E El 1Ei1 t, ! !E ! !, ! ! i ! I! 111E !! OTHER BA , T YP tT__ E -ti -0 it f _ i _ 1 _ -_ _ - I _l _ _ I € in , I� ._ C I , -I I II T� , .- - -- I -)I II �1, ► '� �€ 4 ! I� I I I € € r = � I ITS I i� Ivl I i� I I I 1 I I ,� I I V I I € ( I I I € I I } ,-... - .__ ... ..^^ ..3 I _N. ..---r�� - r.1. ._t - I i I I 13 I I I �_I t I t I € I _ I I I I i I 1 I t I I 1 , , III IT�11 I I l �I _ _ ' _ _ ° .I I I'I �_ I TIFI 1 I a �� I 1 k __. , -:__ I i1 ��II TIT .,_ I I1 1 1 �1 I TAT ��I - - k ! i - T-! i - i -I - I =� 1 ��T-�T` T� Ei �- E,_ -�Tf ,I.. _ a - 1 _ _ I I I ' I �T I I _ I i� Ti ! 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LTL U _ 1 B L l 1_I1 1 1 I.1_-1 1�_ - 1 l ! __Ll_L _1!_ _L � _ . � __ 1 I I k i- I I _� _ � 1 E I I_1 i 1__ I ' I I I r!I 1, I I_LI ' till" ` _ - � ' _ I I1 �..1. ► !! I I I I 1�1 I f , i I I PROJECT: z �I�I_I-- L 1�_I �^LIF ' IT I _.�_� I 1 I-. I. I I ' I I _� I 'I Ll� 1_1 1� � ` !-s 'S L _ I I L�_ �� I I - �_ 1� ' 1 �_ I F ► 1600 1 - l _ 1 Al I I I I - L� _1 � I I ,� { �-_ L��..�I` II 1, 1 --I, I i , t I -1 1 � � IIID , , I -1 ...f 1 _ ..,1 -., _ I k ( _I E i ,-.... - i I k� .-.L... I _� �- ��-- - _.S-f � -S_ �1._.4.-` --J,.1_ l.-..! 5-----.-J-_x, __� ._.I I__-`""__i""'-._I._-.t-L I,,...�_ ._...f. l.�.L. ..'---_.t_.Lt-1 ._ I _..� l�C_ 1 EI L�_-1 _ LI _- _.1 I_ _. �1 _J 1 I lL 11 _ - - _._ II HILLCREAST DRIVE � k a -Liu _ 1 -` _ -_ `! E 1 I► L��� �`-�T �-�: _ ���-- �TJHJL_j .` ��....A TI-i_i�l�`___�_I ! � II I ��---I{il ; ; , �1 1 1 I 1 ORIENT NY I k k a°- i -I__I _ I - L�� 1 I -� -1# Le i I I I LL !I _1 1_JL1 I_. 1L I►I� � � _ �_ ► .��I_= I� ,-J I I I _ �I II I I 3 E - sl l -I _��_I.1_ I�� I_ __ 1l�_ _ _��._ 111.1 I1 1 _ 1 l I._ .,.TI-I 1 � I _I�� 1_I�_ _1���i L I� _l J_LI_I_ �1_� � II. 11957 - . ( I I k I � I I -�_ I�. � E i I I ! ► t =-- m�I.J �LIJI 1J�- J^ .LI^1 U11 _ll_�_ I I `J 111 l I 1 11 l __i� ; I' 1 ! ' E I I - �' I� I I 1 I 3 ! I ` 1 ' ! ! - - I E- J-- .. .�-..LI.; �. _ .,.�. { moi.- ._;-. ' .� I�- .- .:... I- -- ..- .. _ -q.�._ I- I. I I I J-T� 1s 1 !' 11 �! ! L1k I _ _ _ U_1_._ _ _ ® 1 L L-�i _ r - . -I �:.... .1-I- ..L, 1 �- ti. l E� 1� T I �. ` I I ! i I DRAWING TITLE: 1 I I I -LT I� I I I �I i 1 I" T I E I I I . I 1L1 � I�- I_L ' -1� -I E I , I _ -`- I ! . _ L L !l - I = -- - .- �Jul, _-_ .� IlLi _L I_L_J l _ _ -UU, - !_ '1 1 kid I EI ii k I if H 11 1 11 i! I ? i IIIf ! ! kl ; I i .s i ( Ik II I 11 f kk I 1 ! ROOF PLAN & ATTIC VENTILATION SEAL&SIGNATURE DATE: 12.06.19 �, of NES J- PROJECT No: ----- � ��g AG A DRAWING BY: ME ® ROOF PLAN ,� CI BY.:JAG SCALE: 1/4" = 1'-0" w DNX'GNo.: w M CdA a693 ?- A011 E4 opewo N APPL. No.: ems; WINDOW & DOOR LEGEND 0 O3056 D.H. w/ 18" TRANSOM 03056 D.H. w/ 18" TRANSOM (5 1/2" MULL AT MULTIPLE WINDOWS) Y$ i iP E 056 D.H. (5 1/2 MULL WHERE OF 2640 CASEMENT -IN 1-11�iMULTIPLE WINDOWS) ! ' - 0 O14 TRANSOM CEILING HGT. u 3056 D.H. 3030 D.H. It 03030 D.H. w/ 18" TRANSOM OH i _ _ 01 3080 INSULATED w/ 20 SIDELITES 05 3070 INSULATED (HALF LIGHT) Engineer'ng, PC , ! IT 1 l� I (3/4 LIGHT) L - _. _ .. _ _. . . 0 8r x9 r INSULATED GARAGE DOOR � ; 0 2 3080 INSULATED FULL LIGHT) o € 07 8'x16' INSULATED GARAGE DOOR 1 CENTRAL AVENUE SUITE 308 (2) 3070 INSULATED w/ 18 TRANSOM M— - (FULL LIGHT) UPPER TRUSS E I ! ! _9 ! ! BEARING � � U 11 04 (2) 3070 INSULATED (FULL LIGHT) 08 3070 INSULATED TARRYTOWN, NY 10591 II __ __.__.--__.._._- _..._._._-___�.____ ..__._. -__ _._______--_ _ I_ --- 0J __�.[ ( 1 ) 524-9740 E � 4 f �__ - � I _ , ! € - €�= f E ,t-a, E '" E m" E E � E E � E E --^�� � � � ibbonsen ineerin ahoo.com z ! - - 1. WINDOW DESIGNATIONS TO BE FEET AND INCHES (EXAMPLE 3056 = 3'-0' x 5'-6". g g g� N o II I_ ! € I I I j 2. ALL WINDOWS TO BE INSULATED. no z E t7 co {• CD co 2ND FLOOR IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY I I' I � EE � !► ii j ,; I; � 'i I '� _ �„--- PERSON UNLESS DIRECTED B Y A REGISTERED I! ARCHITECT OR PROFESSIONAL ENGINEER TO !• I !I I' !� �! � ; �I - -______-- �=----- -.----- ALTER ANY ITEM I N ANY W A Y '! ' € D !1 D D A I €' A Ei A A � 100 ISSUE DATE _ S. No. DATE DESCRIPTION €! 1 12.20.19 BD SUBMISSION I i 1 ST FLOOR TOP/FDN 2 02.11.20 BD REVISION ----__--------_.._-_—_--,_____ w _ € ,. `�� , ,.,, 3 03.09.20 BD REVISION , ! 07 71 CD 02 _ ! I ,— „ � -�. ; ,. per R, �p-.p., � -- �. ?I I• �i £,�•—.tt,."�,:�:;' .�...w. ;. >.�..��.:�,..._. ,�.y.," ago ,,. .,; .�.��, -<..,__ ., .' . I-OP/SLAB &&& '��QF meq} •9�.,:�.._ da+��, � 'e e.+tDLrw.�i' >4 gni yam. � ez �E,>.ro,..�n � .� m!.•�, ,,.. s.,r�.s�b w..F+!6' ,r�iwe+n.+i ua.�a,E ,.ad ,n , ® EXTERIOR ELEVATION — SOUTH SCALE: 1/4" = 1'-0" Com 1 y w� 8 I F �=t €E I 2US TRc ; i i ( I ! , �• - QUI usf b�- �� r��n CEILING HGT. f �I_ j f ! _. I I( I t R IC . � ,.€�- .I� -r�`� I ! ! �.i-t.. 1_�f. �1_ � � , f— 3__ki. �_ � .€ f € ! _.L • � ♦�, ! t T` E ;�.,» i ,��-..L' S � S) -d- -I4�-J � .� ' } ! � E '_I� .b» �.� Ll 0 ' _ 'oo f yp, I € UPPER TRUSS BEARING _ — _rt rl ! i _ _ _ f -i ! PROJECT: F E E E , N 3 __ I _ .___ _-_ _______-_ -.- I �- HILLCREAST DRIVE 00 0 \ s Z ORIENT NY e ..W ! i e € E 957 2ND FLOOR ---_ _�.._ -- _._ __ __. __.___________ —._ __.__ _....... _.._.. € I E i' ! €( I, ! ( i 11 € € G I G G € ! N A A A A A 01 A A A A \ 30 I { ! -- _ EXTERIOR LLLIli ! _ � I ►' ELEVATIONS It 1ST FLOORI, f' it li ! ;; i[ it TOP/FDN f TOP/GRADE t ( I SEAL&SIGNATURE DATE: 12.06.19 I I OF NE PROJECT No: ----- ,�Q��5 A• G�� r DRAWING BY: ME .,Q I BY.:JAG EXTERIOR ELEVATION — NORTH G bb DWG No.: uj © E3 ! I SCALE: 1/4" = 1'-0" - 06935 'Am 2 0 1 9OFE8SI�NP� N APPL, No.: © M o WINDOW & DOOR LEGEND <Z>3056 D.H. w/ 18" TRANSOM O 3056 D.H. w/ 18" TRANSOM (5 1/2" MULL AT MULTIPLE WINDOWS) G bb "*O* s 03056 D.H. (5 1/2" MULL WHERE OF 2640 CASEMENT 0 MULTIPLE WINDOWS) O 3056 D.H. O14" TRANSOM C D 3030 D.H. Engineering, PC3030 D.H. w/ 18 <TRANSOM 01 3080 INSULATED w/ 20" SIDELITES 05 3070 INSULATED (HALF LIGHT) (3/4 LIGHT) 1 CENTRAL AVENUE, SUITE 308 06 8'x9' INSULATED GARAGE DOOR 02 (2) 3080 INSULATED (FULL. LIGHT) TARRYTOWN, NY 10591 0� 03 8'x16' INSULATED GARAGE DOOR(2) 3070 INSULATED w/ 18" TRANSOM (914) 524-9740 (FULL LIGHT) 08 3070 INSULATED gibbonsengineering@yohoo.com 04 (2) 3070 INSULATED (FULL LIGHT) NOTES - 1. WINDOW DESIGNATIONS TO BE FEET AND INCHES (EXAMPLE 3056 = 3'-0' x 5-6". 2. ALL WINDOWS TO BE INSULATED. IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANYWAY ISSUE DATES: No. DATE DESCRIPTION 1 12.20.19 BD SUBMISSION 2 02.11.20 BD REVISION 3 03.09.20 BD REVISION I AF CEILING HGT. TT-IS._ (%/ a CEILING HGT. k �F . E';` ' O ' i_ l 100 00a IT , i o ( o - l --f UPPER TRUSS UPPER TRUSS - - E BEARING — M BEARING ; cc _ o i Z = N 3 ? _ N — _ Q00 0 T ° I M ` I ao00 _- _ 'a� ;, it E I �.IF 2ND FLOOR 2ND FLOOR — PROJECT: I S , 160 { I O HILLCREAST DRIVE ORIENT, NY y OD00 30 ..,_.....__._..._.._. II .._......_._, .._..__.__.__... — ___—__.__ __ o11Ds 3 ___ __-__ 11957 1ST FLOOR I 1ST FLOOR E li DRAWING TITLE: TOP/FDN M TOP/FDN .. " TOP/GRADE 00 ro af EXTERIOR ELEVATIONS 10 ® sr. TOP,/SLAB SEAL&SIGNATURE DATE: 12.06.19 0': NE tN Y PROJECT No: ----- �_,,, A• G/�g DRAWING BY: ME EXTERIOR ELEVATION — WEST EXTERIOR ELEVATION — EAST ,� C ABY.:JAG 13 r DWG No.: SCALE: 1/4" = 1'-0" SCALE: 1/4'9 = 1'-0" �I w z 089352 A2 zt AGF�BS10 N APPL.No.: SECTION NOTES (2)-1 3/4" x 14" 1.9E LVL RIDGE BEAM 1. SEE STRUCTURAL SHEETS FOR TYPICAL WALL SECTION 2x6 COLLAR TIES ® DETAILS. 24" O.C. 2. ANY METAL CONNECTORS OR FASTENERS THAT ARE IN 2x12 ROOF RAFTERS DIRECT CONTACT WITH PRESSURE TREATED MATERIALS Q 24" O.C. SHALL BE TYPE 304 OR TYPE 316 STAINLESS STEEL OR 30 YR DIMENSIONAL SHINGLES ON GALVANIZED IN ACCORDANCE WITH ASTM A653. ALL 30# FELT ON 5/8 OSB SHEATHING CONNECTORS AND FASTENERS SHALL BE OF THE SAME ! W/ H-CLIPS MATERIAL. 3. ATTACHED GARAGE SHALL BE SEPARATED FROM Gibbons ROOF INSULATION= RESIDENCE WITH 5/8" TYPE X GYPSUM BOARD APPLIED TO OPTION A - R-38 (MIN) CLOSED CELL GARAGE SIDE OF COMMON WALLS AND CEILING. 20 MIN. EXPANDING FOAM INSULATION (FILL CAVITY) FIRE RATED DOOR OR 1 3/4 SOLID WOOD DOOR Engineering, PC OPTION B - R-38 MIN BATT INSULATION w/ REQUIRED BETWEEN RESIDENCE AND GARAGE. INSULATION BAFFLE - MAINTAIN 2" MIN. SPACE BETWEEN INSULATION AND ROOF 4. UNDERSIDE OF FLOOR FRAMING SHALL BE COVERED WITH SHEATHING GYPSUM BOARD OR EQUIVALENT 1HR FIRE RATED MATERIAL. 1 CENTRAL AVENUE, SUITE 308 �4 I 5. ACCESSIBLE AREAS AT UNDERSIDE OF STAIRS SHALL BE TARRYTOM, NY 10591 M ENCLOSED WITH 2" GYPSUM BOARD. (914) 524-9740 gibbonsengineering@yahoo.com PT. TOP PLATE AND SIMPSON HOLD 2x4 KNEE WALLS DOWN (SEE STRUCTURAL) @ 16" O.C. ICF WALLS (SEE STRUCTURAL) 2x12 FRAMING 16" O.C. IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ROOF SECTION - CONVENTIONAL FRAMING OPTION ARCHITECT OR PROFESSIONAL ENGINEER TO SCALE: 1/4" = 1'-0" ALTER ANY ITEM IN ANY WAY ISSUE DATES: No. DATE DESCRIPTION 1 12.20.19 BD SUBMISSION 2 02.11.20 BD REVISION 3 03.09.20 BD REVISION CEILING HGT. o' 0 0 � ~ c� 0 0 = = o 00 I o ri rn o I cc I in UPPER TRUSS BEARING k7 __.... _..rt.... ......- _ ..._.--_. o- o _ - --------� i z = Dim 0 DOOR T N 0 OK _, VERL00 00 I, I z 3: _. . j IAll 11 r7 oD 0) N I LiL�— I I I I 2ND FLOOR I 0 LL s D 0 0 DOOR TO x ( 0, €€ �_ _ ;.mow DINING 00 U z z s ( PROJECT: ly- o . I 1600 w I f (I 1ST FLOOR .rt HILLCREAST DRIVE r ORIENT, NY f 11957 w z w w DRAWING TITLE: m A 00 11-1 1 LO a ' BUILDING SECTIONS m 41- I & EAVE DETAILS :j SEAL&SIGNATURE DATE: 12.06.19 NES PROJECT No: ----- q) P G/e6 DRAWING BY: ME .,Q CIh BY.:JAG BUILDING SECTION �" w DWG No.: A SCALE: 1/4" = 1'-0" gx Ci A301 ROPESS1©�P N APPL. No.: ® ® ° 0 STAIR NOTES 0 SECTION NOTES 0 HANDRAILS: 1. SEE STRUCTURAL SHEETS FOR TYPICAL WALL SECTION HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRS WITH 4 OR DETAILS. MORE RISERS. HANDRAILS SHALL BE MEASURED BETWEEN 34 TO 38 INCHES VERTICALLY FROM THE NOSING OF THE TREADS. THE HANDGRIP PORTION SHALL 2. ANY METAL CONNECTORS OR FASTENERS THAT ARE IN NOT BE MORE THAN 2" (CIRCULAR) OR 2Y4" INCHES (NON-CIRCULAR) IN CROSS DIRECT CONTACT WITH PRESSURE TREATED MATERIALS SECTION DIMENSION OR BE AN APPROPRIATE SHAPE WHICH SHALL PROVIDE AN SHALL BE TYPE 304 OR TYPE 316 STAINLESS STEEL OR 16S EQUIVALENT GRIPPING SURFACE. GALVANIZED IN ACCORDANCE WITH ASTM A653. ALL Gibb04"'i CONNECTORS AND FASTENERS SHALL BE OF THE SAME GUARDRAILS: MATERIAL. PORCHES, BALCONIES OR RAISED FLOORS LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE SHALL HAVE GUARDRAILS NOT LESS THAN 36 INCHES 3. ATTACHED GARAGE SHALL BE SEPARATED FROM Engineering, PC HIGH. OPEN STAIRS WITH A RISE OF MORE THAN 30 INCHES SHALL HAVE RESIDENCE WITH 5/8" TYPE X GYPSUM BOARD APPLIED TO GUARDRAILS NOT LESS THAN 34" HIGH. INTERMEDIATE RAILS SHALL NOT ALLOW GARAGE SIDE OF COMMON WALLS AND CEILING. 20 MIN. THE PASSAGE OF A SPHERE 4" OR MORE IN DIAMETER. FIRE RATED DOOR OR 1 3/4" SOLID WOOD DOOR REQUIRED BETWEEN RESIDENCE AND GARAGE. ILLUMINATION: 1 CENTRAL AVENUE, SUITE 308 ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH 2013 4. UNDERSIDE OF FLOOR FRAMING SHALL BE COVERED WITH RCO SECTION 303.6. Y2" GYPSUM BOARD OR EQUIVALENT 1HR FIRE RATED TARRYTOWN, NY 10591 tviA E_K'lA!_• 5. ACCESSIBLE AREAS AT UNDERSIDE OF STAIRS SHALL BE (914) 524-9740 ENCLOSED WITH Y2" GYPSUM BOARD. gibbonsengineering@yahoo.com IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANYWAY ISSUE DATES: No. DATE DESCRIPTION 1 12.20.19 BD SUBMISSION 2 02.11.20 BD REVISION 3 03.09.20 BD REVISION CEILING HGT. CEILING HGT. r o O O O I-- o ,1 I.,_ _ 0 0 0 00 00 \ I PROIADECESS ONGLADFOR P" "" LL-DGI 0 Q, o o I i 0 Nil UPPER TRUSS UPPER TRUSS BEARING BEARING ry _. .. .... ..._.� n J �a r + Z = D 0 0 N Z = D 0ii 0 N I E 11 I'E .. 00 0i I. 00 0 r, \ I ( b \ _ 00 I I I r7 00 2ND FLOOR -, 12ND FLOOR d i .fib. d d — d l`\_I.1NE OF 6'-8'HEAD HGT. 14 d O p rd a O J l ^LL_ F- e+ I lOOR T D 0 0 I DOOR T I GAMEPROJECT: DOOR TO ROOM f i m COAT BATH \00 Q a i t \ 0 j j l i I I ILII i (yI TREAD,T1P. E f 1 600 Of , NCaPI I _ , -f__ I _ I O (n O "'w �� 6 O � � � I � I I av: w I I i HILLCREAST DRIVE w " � 1 ST FLOOR 1ST FLOOR _ , cn ORIENT, NY s r� 11957 d `-LINE OF 6'-8'HEM HGT. _ _ 'd — �° _ I :,N DNG TITLE: n z I + W w ,I O q V) m m 10'TREAD,TTP. 00 00 BUILDING AND Ln 1'NOSING,TYP. ( ,n .� e STAIR SECTION 0) . � r oE 10'-0" 12 TREADS O 10'EACH SEAL&SIGNATURE DATE: 12.06.19 oF ,NE PROJECT No: ----- S A• G/e� DRAWING BY: ME �Q C BY.:JAG DWG No.: BUILDING STAIR SECTION U . BUILDING SECTION - Lu AA113 z c� SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" O 0 A �g352 A302' ssio�'P N APPL. No.: ® ° 13 0 0 ENERGY CODE REQUIREMENTS FOR NYSRC 2015 SECTION 1101 - 1104 ENERGY CODE COMPLIANCE DATA PRESCRIPTIVE ENERGY CODE INSULATION NYSRC 2015 SECTION 1101 - 1104 1. INSULATION MATERIAL USED IN LAYERS SHALL BE SUMMED TO COMPUTE THE COMPONENT R-VALUE. THE MANUFACTURERS SETTLED R-VALUE SHALL BE USED FOR BLOWN e INSULATION. COMPUTED R-VALUES SHALL NOT INCLUDE AN R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS. THERMAL ENVELOPE ZONE 4A PROVIDED -wibb 2.FLOOR INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUBFLOOR DECKING. 1. FENESTRAION U-FACTOR SEE RESCHECK SEE RESCHECK G ons 3.EXTERIOR WALLS ASSOCIATED WITH CONDITIONED BASEMENTS SHALL BE INSULATED FROM THE TOP OF THE BASEMENT WALL DOWN TO 10 FEET BELOW GRADE OR TO THE BASEMENT FLOOR, WHICH EVER IS LESS. WALLS ASSOCIATED WITH UNCONDITIONED BASEMENTS SHALL MEET THIS REQUIREMENT UNLESS THE FLOOR OVERHEAD IS INSULATED IN ACCORDANCE 2. SKYLIGHT U-FACTOR SEE RESCHECK SEE RESCHECK WITH THE ENERGY CODE COMPLIANCE DATA TABLE ON THIS SHEET. Engineering , 3. FENESTRAION SHGC SEE RESCHECK SEE RESCHECK PC AIR LEAKAGE 4. CEILING R-VALUE SEE RESCHECK SEE RESCHECK 1. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AIR INFILTRATION. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL 1 CENTRAL AVENUE, SUITE 308 EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID 5. WOOD FRAME WALL R-VALUE SEE RESCHECK SEE RESCHECK MATERIAL IN ACCORDANCE WITH NYSRC 2015 TABLE 1102.4.2: TARRYTOWN, NY 10591 A. ALL JOINTS, SEAMS AND PENETRATIONS 6. MASS WALL R-VALUE SEE RESCHECK SEE RESCHECK B. SITE-BUILT WINDOWS, DOOR AND SKYLIGHTS (914) 524-9740 C. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 7. FLOOR R-VALUE SEE RESCHECK SEE RESCHECK D. UTILITY PENETRATIONS gibbonsengineering@yahoo.Com E. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE F. KNEE-WALLS 8. BASEMENT WALL R-VALUE SEE RESCHECK SEE RESCHECK G. WALLS AND CEILINGS SEPARATING THE GARAGE FROM CONDITIONED SPACES H. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS 9. SLAB R-VALUE AND DEPTH SEE RESCHECK SEE RESCHECK I. COMMON WALLS BETWEEN DWELLING UNITS J. ATTIC ACCESS OPENINGS K. RIM JOIST JUNCTION 10. CRAWL SPACE R-VALUE SEE RESCHECK SEE RESCHECK L. OTHER SOURCES OF INFILTRATION IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY M. OTHER SOURCES OF INFILTRATION HVAC REQUIREMENTS ZONE 4A PROVIDED SS DIRECTED BY A REGISTERED PERSON, UNLESS 2.BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY THROUGH VISUAL INSPECTION BY THE CODE OFFICIAL OR AN APPROVED ARCHITECT LE PROFESSIONAL ENGINEER TO PARTY INDEPENDANT FROM THE INSTALLER OF THE INSULATION. 1. FURNACE EFFICIENCY 90% 92% ALTER ANY ITEM I N ANY W A Y 3.NEW WOOD BURNING FIREPLACES SHALL HAVE GASKETED DOORS AND OUTDOOR COMBUSTION AIR 2. AIR CONDITIONING 13 SEER 14 MECHANICAL SYSTEMS 3. HEAT PUMP (BACKUP HEATING COILS REQUIRED) 7.2 HSN/A ISSUE DATES: No. DATE DESCRIPTION 1. AT LEAST ONE THERMOSTAT SHALL BE INSTALLED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. ° ° 1 12.20.19 BD SUBMISSION 2.WHERE THE PRIMARY HEATING SYSTEM IS A FORCED AIR FURNACE, AT LEAST ONE THERMOSTAT SHALL BE PROGRAMMABLE IN ACCORDANCE WITH NYSRC 2015 SECTION 1103.1.1 NOTES 2 02,11,20 BD REVISION 3.HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE 3 03.09.20 BD REVISION HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD. 1. THIS BUILDING SHALL MEET THE REQUIREMENTS OF SECTION 1101 THPOUGH 1104 - ENERGY EFFICIENCY 4.SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8. ALL OTHER DUCTS SHALL BE INSULATED TO A MINIMUM OF R-6 UNLESS LOCATED COMPLETELY INSIDE THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF NEW YORK (i;YSRC015). FOR CLIMATE ZONE: 4 MARINE. BUILDING THERMAL ENVELOPE. 2. MATERIALS, SYSTEMS, AND EQUIPMENT SHALL BE IDENTIFIED IN A MANNER THAT WILL ALLOW A DETERMINATION OF COMPLIANCE WITH THE APPLICABLE PROVISIONS. 5.DUCTS, AIR HANDLERS, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED. DUCT TIGHTNESS SHALL BE VERIFIED BY A POST-CONSTRUCTION TEST OR ROUGH-IN TEST IN CONFORMANCE WITH NYSRC 2015 SECTION 1103.2.2 UNLESS THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN CONDITIONED SPACE. 3. DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS LISTED IN THE ENERGY EFFICIENCY DATA TABLE ABOVE 6.BUILDING FRAMING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS. ° 13 T MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105 DEG. F OR BELOW 55 DEG. F SHALL BE INSULATED TO A MINIMUM OF R-3 &CIRCULATING HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO A MINIMUM OF R-2. 9.OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. FENESTRATION 1. WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CUBIC FOOT PER MINUTE PER SQUARE FOOT AND SWINGING DOORS NO MORE THAN 0.5 CUBIC FOOT PER MINUTE PER SQUARE FOOT, LISTED AND LABELED BY THE MANUFACTURER. LIGHTING 1. AT LEAST 75 PERCENT OF ALL THE LAPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICIENCY LAMPS. 13 LIGHT & VENTILATION SCHEDULE ROOM RM WINDOW TOTAL REQ TOTAL REQ BDRM SEE AREA MARKS GLAZING GLAZING VENT VENT EGRESS NOTES _..__...._._.____..__._...___...,__.,.__ ..............._..._.__. ._._._ ... _.._._.._._.,_.._...._._.__._._.__. ._.................... __.........,_, _. . ...._............__ (SF) (SF) (SF) (SF) (SF) (SF) BELOW MASTER BEDROOM 276 2-3060 (A) 28.9 22.1 14.4 11.0 5.7 LIVING/ DINING/ KITCHEN 547 2-3050 (B), 2-3050 (C) 45.7 43.8 30.0 21.9 _..__.... ._..m...._...,_.,. ... .._..,.,.._......__....._.._..__.......__.... .__.._ ................ .. ._._. . _..._........__.__. _...__ .._,.,..........____.__.,.__..___. ......_.__,._...,.,.,_ ... ... _ , __.N.... . - _. ..,,_ ............. BEDROOM #2 118 2-3050 (B) 23.7 9.4 11.4 4.7 5.7 _ . :.. .... w..... . . .. ... . . _,... ... ...,._....._.._..............; . .,...._...... .._....... ... .,_.. ,.,__,._........_. _. _....w. .. , __._._. ..__. w,....... __.. ....._., .....,_......, BEDROOM #3 146 2-3060 (A) 28.9 11.7 14.0 5.8 5.7 PROJECT: ._.... rv.._.__.,..,__.. .......................... ....... . .._. .,.....;.._ _._ . _. ... .... _ _,.. - _.._,.._..,...........__..__..... _,_._,._,,.. ._n._..._.._,.. J BEDROOM - LOWER 208 3050 (E) 11.816.6 5.7 8.3 5.7 *** .� 1600 * PROVIDE FIXED LIGHTING IN THIS ROOM } .............. ... _ ......... _......._,... __„... ...............................................,__.. ._....... _.___ ._.. ....... ;............_.....,.,.. .,_. ..........-,.......,.._._..,_ _..._.. ,,.... **......... ............._...._._..._�_,_...�,,, __..,. .,..._��..� ... __ ,,,., . I i _j. �._-_ . _ __ __.. HILLCREAST DRIVE -vPROVIDE MECHANICAL VENTILATION IN THIS ROOM EQUIVALENT TO 6"^DIA......... ._ ___.... _ __._._.....___..!...__.__..._.......................__._...__.._.._.._...._.._...__._...._ _ _....._ .. . ._....... ...._._ ..,.,.._.... . _...._....._ .......__.._.,......._.__ *** PROVIDE BOTH FIXED LIGHTING AND MECHANICAL VENTILATION IN THIS ROOM MEETING REQUIREMENTS ABOVE - ORIENT, NY F ® 11957 DRAWING TITLE: WINDOW SCHEDULE DGW DGW TYPE CLEAR OPENING OVERALL VENT DAYLIGHT "U" "R" NOTES MARK NAME WIDTH HEIGHT AREA UNIT AREA AREA AREA FACTOR SHGC FACTOR ENERGY DATA (R.O.) (IN) (IN) (S F) (SF) (SF) (SF) A 6SINGLE HUNG 31.44 ....:........32:.13,....,.#...._.7.01 ,...1.... ..,....17.88.. ....... . . . .:01.....,. ' .,........14:46._... _.. 0,35.... 0.35,.....'........,.. :86.......,. _. . WINDOW SCHEDULE B 3050 SINGLE HUNG 31.44 26.13 5.70 14.90 5.70 11.84 0.35 0.35 2.86 1 C I 3050 CASEMENT 24.36 . 54 87... ..:.....__.9.29-._I....__.-._.,,_14^83... .. . ..` ... ,.9.29 11.03 0.35 ...... .......0 35...._........._... _ 2.86 - _____ _ _ . . __ . __ _ . . _ LIGHT VENTILATION D 3024 AWNING -- -- -- 6.61 0.05 4.25 0.35 0.35 2.86 1 L. E i 3050 SINGLE HUNG j 31.44 26,13 1 5.70 14.90 5.70 11.84 0.35 0.35 2.86 F 2040 SINGLE HUNG i 19.44 20.13 ! 2.72 8.74 I 2.72 s 5.70 0.35 0.35 2 86 i ' I ? SEAL&SIGNATURE DATE: 12.06.19 ALL WINDOWS SHALL BE ANDERSEN SILVERLINEV1 VINYL(LowE) OR EQUIVALENT F NE PROJECT No: ----- ( P G/Q6,Y,A DRAWING BY: ME E3 E3 BY.:JAG DWG No.: c� 069352 4 dam- R1 Op SSIONP� a N APPL. No.: ° ° ROOF FRAMING PLAN NOTES ° 1. FINAL TRUSS LAYOUT AND DESIGN ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. GIRDER TRUSS LOCATIONS AND ALL INTERIOR BEARING LOCATIONS FOR ROOF FRAMING SHALL BE PER THIS ROOF FRAMING PLAN UNLESS OTHERWISE APPROVED BY NEW AVENUE„ LLC. 2. THE TRUSS MANUFACTURER SHALL DESIGN ALL GIRDER TRUSSES FOR AN G bb _""' s ALLOWABLE BEARING STRESS OF 425 PSI. TRUSS MANUFACTURER MAY PROVIDE BEARING BLOCKS OR SIMPSON TBE (TRUSS BEARING ENHANCERS) IN PLACE OF Oil ADDITIONAL GIRDER TRUSS PLIES TO MEET ALLOWABLE BEARING REQUIREMENTS. 3. OVERLAY FRAMING MEMBER SIZES: Engineering, 2x6 RAFTERS ® 24" O.C. w/ 2x8 RIDGE MAX. RAFTER SPAN - 1`J 2x8 RAFTERS ® 24" O.C. w/ 2x10 RIDGE MAX. RAFTER SPAN - 14'-10" 2x10 RAFTERS ® 24" O.C. w/ 2x12 RIDGE MAX. RAFTER SPAN - 18'-2" 1 CENTRAL AVENUE, SUITE 308 4. GIRDER TRUSSES SHALL BE SUPPORTED BY MINIMUM (2)-2x4 POST (GLUED AND TARRYTOM, NY 10591 NAILED). MINIMUM POST WIDTH TO MATCH GIRDER TRUSS WIDTH. POSTS SHALL BE FULLY BLOCKED TO BEAM OR FOUNDATION WALL BELOW. (914) 524-9740 5. PRE-ENGINEERED TRUSS AND RAFTER UPLIFT HOLDOWNS gibbonsengineering@yahoo.com (TYPICAL UNLESS NOTED OTHERWISE): TRUSSES/RAFTERS SIMPSON H2.5A/H2.5T (535 LB MAX) 2-PLY GIRDER TRUSSES SIMPSON LGT2 (1785 LB MAX) 3-PLY GIRDER TRUSSESSIMPSON LGT3 (2655 LB MAX) 4-PLY GIRDER TRUSSESSIMPSON LGT4 (2925 LB MAX) 5.1 INSTALL HOLDOWNS PER MFR SPECS. ALTERNATE HOLD DOWNS MAY BE IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY USED IF MAXIMUM ALLOWABLE UPLIFT LOADS ARE MET. PERSON, UNLESS DIRECTED BY A REGISTERED 6. TRUSS HEEL BLOCKING IS REQUIRED FOR HEEL HEIGHTS GREATER THAN 9Y4' ARCHITECT OR PROFESSIONAL ENGINEER TO SHEATHING OPTION: A L T E R A N Y I T E M I N A N Y W A Y EXTERIOR SHEATHING SHALL EXTEND TO THE UNDERSIDE OF THE TOP CHORD AND 2x4 SHALL BESHEATHING EDGE NAIILINIG.G SHEATHING HALLEBE NAILED BETWEEN RUSSSSES HEE SOR AND 2x4 ISSUE DATES: BLOCKING WITH 8D NAILS ® 6" O.C. MAX. No. DATE DESCRIPTION BLOCKING OPTION: 1 12.20.19 BD SUBMISSION FOR HEELS BETWEEN 9Y4" AND 154": 2x SOLID BLOCKING SHALL BE INSTALLED WITH 2" MAX, 1" MIN AIR SPACE AT TOP, TO BE INSTALLED AT 2 02.11.20 BD REVISION CORNERS AND EVERY OTHER BAY. ELS OVER 15y ", THE TRUSS SUPPLIER SHALL PROVIDE HEEL BRACING 3 03.09.20 BD REVISION N>T: I�T�-AjEEbA�I{1�►�MA6. OFSEL)W4S3AADO�ERY OTHER BAY, INDICATES OVERLAY OR FULLY OVER ALL DESIGNATED WALL BRACING LOCATIONS BELOW. FRAMING, TYP. 6x4 POST TO UNDERSIDE OF TRIPLE RAFTER TO TRIPLE RAFTER TO OVERLY FRAME CHIMNEY WITH 2x6 RIDGE BEAM (TYP.) ENSURE 2x6 (MIN.) LADDER SUPPORT FAUX r STUD WALLS. PROVIDE (3)-2x6 CONTINUOUS SUPPORT FRAMING FRAMING AT ROOF CHIMNEY WITH THIN SUPPORT FAUX CHIMNEY BLOCKING BETWEEN TRUSSES AT TO FOUNDATION BRICK VENEER WITH THIN BRICK VENEER PERPENDICULAR CHASE WALLS _Y_RE-E EERED- 1 3/4" x 14" 1.9E LVL RIDGE BEAM I TRUSSES 24" O.C. GIRDER TRUSS — — — — — — — — r- - - - - _ — - - - — a I I I I I I o — — — — — — — — — — — — — — — — — — — — Z I I i w I I I I I I I :.: :: ::;::::::::::;::::': ;::::::: I I I I I I L I— — m :: : ::::: I I I Z I Q _ — _ _ _ ? � tc]f �_' Iw w w w Ld w _ _ — _ _ - - _ _ — _ _ _ _ I I I ¢I ¢I I QI I Q � = Q I QI I QI Q II — � - 1I I �I I �I � I I � o — _ —Q N '- z I I_I I INT ckf [if 2, 8„ Z —8 Z cn Z I z z I Q a ¢ a a � � I I of Ir fy_o I I w Q IW — — - - — - - — — - - — — - - — — u I I PROJECT: - - — — - - - - — - - __� I=� _ : ::::;2. x12:::: . — � � - - - - .....::.3:.. 2x ... — —J 160 1432x6 I - _ I- I HILLCREAST DRIVE ry-C'4 I I I I I I I I I I I I I I I I I I ORIENT NY � - - 11957 II II I I I I I I I I I J I DRAWING TITLE: — — _ - - — - - — - - - - — - - — — ROOF FRAMING \(2)-1 3/4" x 14" 1.9E LVL RIDGE BEAM PLAN FRAME DORMER ROOF WITH (2)-1 3/4" x 14" 1.9E LVL RIDGE BEAM CONVENTIONAL 6x4 POST TO UNDERSIDE OF 2x6 RAFTERS ® 16" O.C. TRIPLE RAFTER (TYP. ON EACH 6x4 POST TO UNDERSIDE OF RIDGE BEAM (TYP.) ENSURE FRAMING WITH 2x8 RIDGE AND 2x4 SIDE OF DORMER) RIDGE BEAM (TYP.) ENSURE TONTINUOUS FOU DATIONPPORT FRAMING CEILING JOISTS, TYP. CONTINUOUS SUPPORT FRAMING TO FOUNDATION SIAL&SIGNATURE DATE: 12.06.19 0F N�wY PROJECT No:----- c A• G/ee ,A DRAWING BY: ME �e .,.CUK BY.:JAG Cc ROOF FRAMING PLAN DWGNo.: w © � SCALE: 1/4" = 1'-0" Fa 06936? A9S1 7B op ssloN ■ N APPL.No.: STRUCTURAL SPECIFICATIONS STRUCTURAL SPECIFICATIONS - CONTINUED STRUCTURAL SPECIFICATIONS - CONTINUED GENERAL REQUIREMENTS - 010000 3. BRICK VENEER SHALL BE ATTACHED TO WOOD FRAMING WITH A MINIMUM OF 22 GA. GALVANIZED, CORRUGATED METAL TIES A MIN. OF 7/8-INCH WIDE AT 16-INCH MAXIMUM VERTICAL SPACING. 1. THESE REQUIREMENTS MAY BE SUPERCEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN THE DRAWINGS. THE MORE 11. UNLESS NOTED SPECIFICALLY OTHERWISE ON THE DRAWINGS ALL STRUCTURAL WOOD HEADERS SHALL ADHERE TO THE FOLLOWING STRINGENT SHALL BE FOLLOWED. 4. IN BRICK VENEER, PROVIDE WEEP HOLES AT 2'-0" ON-CENTER AT FIRST COJRSE ABOVE GRADE. TABLE: WOOD HEADERS 2. DUE TO NEW AVENUE, LLC HAVING LIMITED ACCESS TO THE PROJECT SITE DURING THE DESIGN PHASE, THE CONTRACTOR SHALL 5. THE TOP COURSE OF ALL MASONRY WALLS SHALL BE CONSTRUCTED OF SOLD MASONRY UNITS OR GROUT FILLED HOLLOW UNITS. VISIT THE SITE TO VERIFY ALL PLAN AND EXISTING DIMENSIONS AND CONDITIONS. IF THERE ARE ANY DISCREPANCIES, NEW AVENUE, SPANS HEADER SIZE AT 2x4 WALLS HEADER SIZE AT 2x6 WALLS LLC SHALL BE NOTIFIED PRIOR TO PROCEEDING CONSTRUCTION OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAME. 6. ALL MASONRY WORK SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION 0" TO 4'-0" (2)-2x8 (NCMA) AND THE BRICK INDUSTRY ASSOCIATION (BIA). (3)-2x6 3. CONTRACTOR SHALL BE FAMILIAR WITH PROVISIONS OF ALL APPLICABLE CODES AND SHALL INSURE COMPLIANCE OF WORK TO THOSE 4'-1" TO 6'-0" (2)-2x10 CODES. STRUCTURAL STEEL FRAMING - 051200 (3)-2x8 . OVER 6'-0" (2)-2x12 (3)-2x10 FOS 4. THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT 1. ALL STRUCTURAL STEEL SHAPES SPECIFIED IN THESE DRAWINGS SHALL CONFORM TO A.I.S.C. STEEL CONSTRUCTION MANUAL (13th Gibb04,4,1 PROPERTIES DURING CONSTRUCTION, COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY, AND COMPLIANCE EDITION) AND THE FOLLOWING: WITH REQUIREMENTS SPECIFIED IN THE OWNER/CONTRACTOR CONTRACT IS, AND SHALL BE, THE CONTRACTOR'S RESPONSIBILITY. W (WIDE FLANGE SHAPES) - ASTM A-992 (50 ksi) L (ANGLE) SHAPES - ASTM A-36 (36 ksi) 12. PROVIDE SOLID BLOCKING AT 24-INCHES ON-CENTER BETWEEN RIM JOIST AND FIRST INTERIOR PARALLEL JOIST FOR BOTH NOMINAL Engineering, PC 5. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, C CHANNELS - ASTM A-36 36 ksi LUMBER AND MANUFACTURED WOOD FLOOR JOISTS. THIS PERMANENT BLOCKING IS USED TO HELP LATERALLY SUPPORT THE METHODS, TECHNIQUES, AND SAFETY PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. ( ) HSS (SQUARE / RECT. TUBE) SHAPES - ASTM A-500 Grade B (46 ksi) FOUNDATION WALL. 6. IF IN THE EVENT OF CONFLICT BETWEEN LOCAL, STATE, AND NATIONAL CODES, THE MORE STRINGENT SHALL GOVERN. FIXED LENGTH ROUND COLUMNS - ASTM A-53 Grade B (35 ksi) or ASTM A-501 PLATES (EXCEPT FLOOR) - ASTM A-36 (36 ksi) 13. PLYWOOD SUBFLOORS SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS WITH APA APPROVED ELASTOMERIC STRUCTURAL 7. ALL CONSTRUCTION IS TO BE IN COMPLIANCE WITH THE FOLLOWING CODE: NEW YORK STATE RESIDENTIAL CODE (NYSRC2015). FLOOR PLATES - ASTM A-786 ROLLED FROM ASTM A-36 36 ksi) or ASTM A-283 ADHESIVE AND 8d COMMON NAILS SPACED AT 6-INCHES ON-CENTER AT PANEL EDGES AND 12-INCHES ON-CENTER AT 1 CENTRAL AVENUE, SUITE 308 GRADE C or D ( INTERMEDIATE SUPPORTS. TARRYTOWN, NY 10591 8. SOIL CONDITIONS SHALL CONFORM TO THE FOLLOWING CONDITIONS: 14. ALL WOOD POSTS LABELED CONTINUOUS (CONT.) SHALL BE CONTINUOUS FROM UNDER SIDE OF BEAM TO CONCRETE OR STEEL 2. ADJUSTABLE STRUCTURAL STEEL ROUND POSTS AND FIXED LENGTH POSTS SPECIFIED ON THESE DRAWINGS WERE SELECTED BEARING. A. BEARING CAPACITY - 2,000 PSF MAX. ACCORDING TO THE FOLLOWING SPECIFICATIONS. SUPPLIED POSTS MUST COMPLY WITH THE MINIMUM CAPACITIES LISTED IN THIS (914) 524-9740 B. WATER TABLE - SHALL BE BELOW BOTTOM OF LOWEST FLOOR LINE OF STRUCTURE. WHEN a ® 15. ALL PLYWOOD OR OSB ROOF, FLOOR, AND WALL SHEATHING SI Atl GE P.�A A'F''G`dED. WATER TABLE FOUND ABOVE, NOTIFY ENGINEER OF RECORD IMMEDIATELY. CAPACITY (LBS.) gibbonsengineering@yahoo.com DRAWING MARK O.D. MIN. THICKNESS FABRICATORfSUPPLIER 9. BOTTOM OF ALL FOOTINGS SHALL EXTEND TO BELOW FROST LINE OF THE LOCALITY. 7�-4�� 8-4" 9'-4" 10-411 TIMBER FRAME - 0613300 10. FREE DRAINING GRANULAR BACKFILL SHALL BE USED AGAINST FOUNDATION WALLS. ALL BACKFILL SHALL BE FREE OF VEGETATION 3" - ADJUSTABLE 3 1/2' 0.216" (SCHED. 40) 7.58 PLF SUBURBAN STEEL 35,300 32,900 30,300 27,600 1. SOLID SAWN TIMBERS HAVE BEEN DESIGNED BASED ON THE FOLLOWING PROPERTIES AND FOREIGN MATERIAL SUCH AS ORGANIC MATERIALS, DEBRIS, PIECES OF DEMOLISHED CONCRETE, OR ANY OTHER HARD AND/OR 3 1/2" - ADJUSTABLE 4" 0.226" (SCHED. 40) 9.12 PLF SUBURBAN STEEL 40,500 37,800 34,900 32,100 POINTED OBJECTS SPECIFICALLY ROCKS LARGER THAN FOUR INCHES IN DIAMETER. FOUNDATION WALLS ARE DESIGNED FOR AWHITE OAK #1: MAXIMUM LATERAL SOIL PRESSURE OF 45 PCF, UNLESS NOTED OTHERWISE ON THE FOUNDATION DETAILS. FOR WALLS WITH 3 1/2„ - FIXED 4 0.226 (SCHED. 40) 9.12 PLF SUBURBAN STEEL 40,500 37,800 34,900 32,100 Fb - 1,050 psi UNBALANCED BACKFILL GREATER THAN 4-FEET, BRACING IS REQUIRED TO PREVENT DAMAGE BY THE BACKFILL. THE MINIMUM 4" - FIXED 4 1/2' 0.237" (SCHED. 40) 10.8 PLF SUBURBAN STEEL 50,700 48,000 45,100 42,200 E - 1,000,000 psi HEIGHT OF BACKFILL ABOVE THE FOOTING SHALL BE 6-INCHES ABOVE THE FOOTING FOR A MINIMUM WIDTH OF 12-INCHES BEYOND Fv - 205 psi IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY THE FOOTING EDGE. ALL DRAIN TILES SHALL SIT ON TOP OF A MINIMUM OF 2-INCHES OF WASHED GRAVEL, AND BE COVERED BY ° ° Ft - 700 psf - PERSON, UNLESS DIRECTED BY A REGISTERED NOT LESS THAN 6-INCHES OF THE SAME MATERIAL. Fc, parallel 825 psi ARCHITECT OR PROFESSIONAL ENGINEER TO 11. SURFACE DRAINAGE SHALL BE DIVERTED AWAY FROM THE FOUNDATION WALLS, PREFERABLY TO A STORM SEWER SYSTEM, BY 3. ALL WELDS SHALL COMPLY WITH THE STRUCTURAL WELDING CODE, AWS D1.1-10 Fc, perp. - 800 psi A L T E R A N Y I T E M I N A N Y W A Y GRADING THE SURFACE TO FALL A MINIMUM OF 6-INCHES WITHIN THE FIRST 10 FEET OF THE PERIMETER OF THE HOUSE. SWALES 2. WOOD PEGS SHALL BE FABRICATED FROM CLEAR, STRAIGHT-GRAIN, DEFECT FREE, HARDWOOD STOCK (1"N HICKORY) WITH A SLOPE MAY BE INCORPORATED WHERE NECESSARY WHERE LOT LINES PROHIBIT THE ABOVE. 4. ALL BOLTS IN BOLTED CONNECTIONS FOR STRUCTURAL STEEL SHALL CONFOPM TO ASTM A-325, UNLESS NOTED OTHERWISE. GRAIN NTOIT GREATER R THAN 1:15.LESS THE 0.57. ISSUE GRAVITY OF THE PEG SHALL NOT BE LESS THAN THAT OF THE TIMBER USED IN THECONNECISSUE DATES: 12. THE MINIMUM DESIGN LIVE LOADS USED IN THE CALCULATIONS FOR THIS SET OF DRAWINGS ARE AS FOLLOWS: 5. THE PROTRUSION OF THREADED ENDS OF ANCHOR BOLTS THROUGH THE CONNECTED MATERIAL SHALL BE SUFFICIENT TO FULLY ENGAGE THE THREADS OF THE NUTS. 3. WOOD WEDGES SHALL BE FABRICATED FROM CLEAR, STRAIGHT-GRAIN, DEFECT FREE, HARDWOOD STOCK WITH A SLOPE GRAIN NOT No. DATE DESCRIPTION DECKS - 40 psf GREATER THAN 1:15. THE SPECIFIC GRAVITY OF THE PEG SHALL NOT BE LESS THAN THAT OF THE TIMBER USED IN THE 1 SUBMISSION ATTICS WITHOUT STORAGE - 10 psf (ROOF SLOPE 3:12 OR LESS) 6. ALL REQUIRED STEEL ANCHOR STRAPS, JOIST HANGERS, ETC. SHALL BE CONSTRUCTED OF CODE APPROVED GALVANIZED STEEL, CONNECTION, AND NOT LESS THAN 0.57. ATTICS WITH STORAGE - 20 psf (ROOF SLOPE GREATER THAN 3:12) PAYING PARTICULAR ATTENTION TO GALVANIZED STEEL CONNECTORS ON PRESERVATIVE TREATED AND FIRE-RET TREATED LUMBER. 11.20 D VISION HABITABLE ATTICS W/ FIXED STAIRS - 40 psf SEE NOTE #6 ON LUMBER SECTION AT THIS SHEET FOR CLARIFICATION. 4. TENON THICKNESS SHALL NOT EXCEED ONE-THIRD THE BREADTH OF THE FACE OF THE MORTISED MEMBER THAT RECEIVES THE FIRST FLOOR ROOMS - 40 psf TENON. SECOND FLOOR ROOMS - 40 psf 7. ALL CONNECTIONS SHALL CONFORM TO AISC STANDARDS. STAIRS - 40 psf 5. TENONS SHALL BE FABRICATED IN A MANNER AND LOCATION SUCH THAT THE STRENGTH OF THE TENON IS NOT GUARDRAILS/HANDRAILS - 200 lbs 8. PROVIDE PROPER SURFACE PREPARATION AND PRIMING REQUIREMENTS FOR: DISPROPORTIONATELY REDUCED FROM THE AT OF THE MEMBER DUE TO THE PRESENCE, SIZE, LOCATION OF KNOTS, SHAKES, SLOPE ROOF - 20 psf 8.1. SECTION 099113 'EXTERIOR PAINTING" OF GRAIN, PITH, AND OTHER DEFECTS. 8.2. SECTION 099123 'INTERIOR PAINTING" GARAGE - 50 psf (OR 2,000 CONCENTRATED LOAD) 6. MORTISES SHALL BE PLACED SUCH THAT THE MINIMUM SIDE-WALL WIDTH ON EACH SIDE OF THE MORTISE IS NOT LESS THAN THE E 13. THE MINIMUM DESIGN WIND LOADS USED IN THE CALCULATIONS FO THIS SET OF DRAWINGS ARE AS FOLLOWS: 9. TOUCH-UP PAINTING SHALL BE COMPLETED IMMEDIATELY AFTER ERECTION. CLEAN EXPOSED AREAS WHERE PRIMER IS DAMAGED OR WIDTH OF THE MORTISE. / MISSING AND THEN PAINT WITH THE SAME MATERIAL AS USED FOR SHOP PAINTING, COMPLYING WITH SSPC-PA 1 FOR TOUCHING UP WIND SPEED - 130 MPH / SHOP-PAINTED SURFACES. CLEAN AND PREPARE SURFACES BY SSPC-SP 2 HAND-TOOL CLEANING OR SSPC-SP 3 POWER TOOL EXPOSURE - B CLEANING BACKFILL & EARTH WORK - 31100 & 31200 14. THE STRUCTURAL ELEMENTS OF THIS HOUSE HAVE BEEN DESIGNED TO MEET STANDARD DEFLECTION CRITERIA AS FOLLOWS: LUMBER - 061100 1. PERFORM EXCAVATING OF EVERY DESCRIPTION AND OF WHATEVER SUBSTANCE ENCOUNTERED TO DEPTHS INDICATED OR SPECIFIED. (MAXIMUM LIVE LOAD DEFLECTION OF 1/2-INCH FOR ALL CASES WITH ATTACHED DRYWALL) 1. ALL STRUCTURAL WOOD JOISTS AND HEADERS SHALL BE STRESS GRADED #2 SPRUCE-PINE-FIR (SPF), 19% M.C. IN ACCORDANCE WITH NDS-18, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL LUMBER SHALL COMPLY TO THE FOLLOWING MINIMUM 2. STORE AND PILE MATERIALS SUITABLE FOR BACKFILLING A SUFFICIENT DISTANCE FROM BANKS OF TRENCHES TO PREVENT SLIDES OR RAFTERS (3:12 PITCH OR LARGER) - L/180 SPECIFICATIONS: CAVE-INS. ENGINEERED FLOOR JOISTS - L/480 NOMINAL LUMBER FLOOR JOISTS - L/360 HEM-FIR NORTH (N0. 2) (HFN #2) ENGINEERED LUMBER LVL (2.OE) 3. KEEP SURFACE DRAINAGE OF ADJOINING AREAS UNOBSTRUCTED. CERAMIC, TERRAZO, MARBLE TILE - L/720 Fb - 1150 psi(REPETITIVE USE) Fb - 2990 psi (REPETITIVE USE) Fb - 1000 psi NON-REPETITIVE Fb - 2600 psi NON-REPETITIVE 4. REMOVE EXCAVATED MATERIALS NOT REQUIRED NOR SUITABLE FOR BACKFILL FROM SITE, UNLESS NOTED OTHERWISE ON DRAWINGS. EXTERIOR WALLS - H/360 P ( ) P ( ) EXTERIOR WALLS WITH SIDING - H/240 E - 1,600,000 psi E - 2,000,000 psi Fv - 145 psi Fv - 285 psi 5. REMOVE WATER BY PUMPING OR OTHER ACCEPTABLE METHOD AND DISCHARGE AT A SAFE DISTANCE FROM EXCAVATION. CONTINUE INTERIOR WALLS - H/180 Fc, parallel - 1,450 psi Fc, parallel - 2,510 psi DEWATERING UNTIL DEEMED PROPER OR DESIRABLE FOR THE INSTALLATION OF MATERIALS. CANTILEVERS - (DOUBLE THE STIFFNESS) Fc, perp. - 405 psi Fc, perp. - 750 psi LINTELS SUPPORTING MASONRY - L/600 6. SHEETING AND SHORING SHALL BE DONE AS IS NECESSARY FOR PROTECTION OF WORK AND FOR SAFETY OF PERSONNEL. ALL OTHER STRUCT. ELEMENTS - L/240 SPRUCE PINE FIR (N0. 2) (SPF #2) ENGINEERED LUMBER - PSL (2.OE) 006 psi (REPETITIVE USE) Fb - 3335 psi (REPETITIVE USE) Fb - 006 2 7. LEAVE SHEETING IN PLACE WHERE DAMAGE IS LIKELY TO RESULT FROM WITHDRAWAL. Fb - 1 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE RADON LEVELS IN THE COMPLETE HOUSE DO NOT EXCEED LEVELS psi (NON-REPETITIVE) Fb - 900 psi (NON-REPETITIVE) ESTABLISHED BY U.S. E.P.A. E - 1,400,000 psi E - 2,00 2900 psi 8. CAREFULLY BACKFILL WITH SATISFACTORY SPECIFIED MATERIALS, SYMMETRICALLY IN 9-INCH MAXIMUM LOOSE DEPTH LAYERS. Fv - 135 psi Fv - 290 psi MOISTEN EACH LAYER, IF NECESSARY, AND COMPACT WITH MECHANICAL OR HAND TAMPER, ENSURING NOT TO DAMAGE THE CAST IN PLACE CONCRETE - 033100 Fc, parallel - 1,150 psi Fc, parallel - 2,900 psi STRUCTURE, WATERPROOFING OR DAMPPROOFING MATERIAL. Fc, perp. - 425 psi Fc, perp. - 625 psi 9. REMOVE FORMS AND TRASH FROM EXCAVATIONS BEFORE BACKFILLING. 1. ALL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS (f'c) AS FOLLOWS: SOUTHERN YELLOW PINE (N0. 2) (10" WIDE) (SYP #2) SPRUCE PINE FIA (Stud Grade)(SPF Stud) 10. SUBGRADE SHALL BE PREPARED TO BE LEVEL, UNIFORM, FIRM, AND FREE FROM ALL SOD, GRASS, HUMUS, ORGANICS, AND FOUNDATION WALLS - 3,000 psi (6% air-entrained) Fb - 920 psi (REPETITIVE USE) Fb - 776 psi (REPETITIVE USE) MATERIALS WHICH CANNOT BE COMPACTED. EXTERIOR PIERS - 3,000 psi (6% air-entrained) Fb - 800 psi (NON-REPETITIVE) Fb - 675 psi (NON-REPETITIVE) FOOTINGS AND PADS - 2,500air-entrained 6%si E - 1,400,000 psi E - 1,200,000 psi p ( ) 11. ANY AREAS BENEATH FOOTINGS THAT ARE UNDERCUT MAY BE BACKFILLED TO THE FOOTING SUBGRADE USING A CONTROLLED INTERIOR SLABS - 2,500 psi (6% air-entrained if exposed to freezing during construction) FV - 175 psi Fv - 135 psi Fc, arallel - 1,300 si Fc, arallel - 725 si DENSITY FILL (CDF) SUCH AS K-CRETE (CLASS IV CONCRETE WITH f c = 1.500 psi MIN.), TO ALLOW FOR THE DESIGNED FOOTING EXTERIOR SLABS - 3,500 psi (6% air-entrained) p p p _ p CONSTRUCTION, OR FOOTINGS MAY BE STEPPED DOWN IN INCREMENTS OF 2;-INCHES, UNLESS OTHERWISE NOTED IN PROJECT'S GARAGE SLABS - 3,500 psi (6% air-entrained) Fc, perp. - 565 psi Fc, perp. 425 psi GEOTECHNICAL INVESTIGATION REPORT AS PER O.B.C. CHAPTER 18. RETAINING WALLS - 3,000 psi (6% air-entrained) 2. ALL MANUFACTURED WOOD TRUSSES (INCLUDING GIRDERS) SHALL BE DESIGNED BY THE SUPPLIER OR MANUFACTURER AND IN ACCORDANCE WITH TPI 1-2014, NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. 12. THESE DRAWINGS DO NOT NECESSARILY INCLUDE FOUNDATIONS DESIGNS FOR EXPANSIVE SOILS. IF EXPANSIVE I 2. ALL RENFORCING STEEL (REBAR, OR BAR) SHALL CONFORM TO ASTM A-615, A-706, OR A-996, GRADE 60. (60,000 psi) MANUFACTURERSUPPLIER SHALL SUBMIT STAMPED (SEALED BY PROFESSIONAL ENGINEER, REGISTERED IN THE GOVERNING SOILS ARE ENCOUNTER DURING EXCAVATION, NOTIFY ENGINEER IMMEDIATELY AS A NEW REQUIRED DUE TO JURISDICTION) SHOP DRAWINGS TO THE BUILDING DEPARTMENT, UNLESS THE DESIGN DOES NOT MEET THE DESIGN OF THE ENGINEER UNKNOWN OR HIDDEN CIRCUMSTANCES. 3. ALL WELDED WIRE MESH SHALL CONFORM TO ASTM A-185, OR A-1064. LAPPING A MINIMUM OF 8-INCHES. OF RECORD. IN THIS CASE, SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER OF RECORD, PRIOR TO 4. ALL OPENINGS IN FOUNDATION WALLS SHALL BE REINFORCED WITH A MINIMUM OF ONE #5 REBAR x 48-INCHES LONG, PLACED CONSTRUCTION OF THE TRUSSES. DIAGONALLY AT EACH CORNER. 3. THESE DRAWINGS HAVE BEEN DESIGNED BY A STRUCTURAL ENGINEER. THE TRUSS SUPPLIER/MANUFACTURER SHALL DESIGN THEIR PROJECT: 5. SLUMP OF CONCRETE SHALL BE WITHOUT CHEMICALS ADMIXTURES AND ARE PER THE FOLLOWING TABLE: ® ELEMENTS (TRUSSES AND GIRDERS) FOR A MAXIMUM BEARING PRESSURE OF 425 psi, AS IF SET ON SPF #2 WALL PLATES. 1600 RECOMMENDED SLUMPS FOR VARIOUS TYPES OF CONSTRUCTIONS 4. ERECTION OF TRUSSES SHALL BE IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE'S (TPI) RECOMMENDATIONS AND COMPLY WITH HILLCREAST DRIVE THE MANUFACTURER'S SPECIFICATIONS. SLUMP, in. ORIENT NY 5. PRESSURE TREATED WOOD IS REQUIRED IN ALL OF THE FOLLOWING AREAS OF CONSTRUCTION: TYPE OF CONSTRUCTION MAXIMUM MINIMUM A. ALL STRUCTURAL WOOD EXPOSED TO THE EXTERIOR ELEMENTS REINFORCED FOUNDATION B. ALL STRUCTURAL WOOD BEARING DIRECTLY ON CONCRETE OR MASONRY AND IS LESS THAN 8-INCHES FROM EXPOSED GROUND 11957 WALLS AND FOOTINGS 3 1 C. ALL STRUCTURAL WOOD BEARING DIRECTLY ON A CONCRETE SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND D. ALL WOOD SIDING, SHEATHING, AND FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6-INCHES PLAIN FOOTING, CASSIONS, AND 3 1 FROM THE GROUND SUBSTRUCTURES WALLS 6. FASTENERS FOR PRESERVATIVE TREATED OR FIRE-RETARDANT WOOD SHALL BE HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, DRAWING TITLE: BEAM AND REINFORCED WALL 4 1 OR COPPER WITH ONE EXCEPTION. ONE-HALF-INCH DIAMETER OR GREATER STEEL BOLTS ARE ALLOWED. BUILDING COLUMN 4 1 SLABS 3 1 7. ALL WALL SILL PLATES BEARING DIRECTLY ON CAST IN PLACE CONCRETE OR CMU FOUNDATION WALLS SHALL BE ANCHORED WITH 1/2" DIAMETER ANCHOR BOLTS OR APPROVED GALVANIZED STEEL ANCHORS INTO THE WALL A MINIMUM OF 7-INCHES OF ° ® EMBEDMENT. MINIMUM TWO ANCHORS PER SECTION OF PLATE. MAXIMUM SPACING OF ANCHORS IS 6'-0". ANCHORS SHALL BE PLACED WITHIN 12-INCHES FROM EACH END OF EACH PLATE. PRE-CAST FOUNDATION WALL SILL ANCHORS SHALL BE INSTALLED STRUCTURAL NOTES PER MANUFACTURER INSTRUCTIONS. CONCRETE SHALL BE ORDERED FROM THE CONCRETE SUPPLIER TO BE BATCHED AT A MAXIMUM SLUMP AS INDICATED IN TABLE �^ ABOVE. NO WATER SHALL BE ADDED AT THE JOBSITE. SLUMPS GREATER THAN TABULATED MAY BE ACHIEVED BY ADDING 8. PROVIDE A CONTINUOUS DOUBLE TOP PLATE AT ALL BEARING STUD WALLS. CX. SPECIFICATIONS SUPERPLASTISIZERS ON THE JOBSITE. SUPERPLASTISIZERS WILL INCREASE FLOWABILITY OF CONCRETE IN THE FORMWORK WITHOUT DAMAGE TO THE WATER CEMENT RATIO. 9. PROVIDE BLOCKING BETWEEN ALL NOMINAL LUMBER FLOOR JOISTS SPANNING 8'-0" OR MORE, AT INTERVALS NOT TO EXCEED 8'-0". 6. ALL CONCRETE MATERIAL SHALL BE IN ACCORDANCE WITH ACI 318-14 OR AIC 332-14. 10. UNLESS NOTED SPECIFICALLY OTHERWISE ON THE DRAWINGS, ALL STRUCTURAL WOOD POSTS UNDER BEAMS OR HEADERS SHALL MASONRY - 042200 / 042613 ADHERE THE FOLLOWING(OWING regi E, ° SEAL&SIGNATURE DATE: 12.06.19 WOOD POSTS BENEATH BEAMS / HEADERS PROJECT No: _____ 1. MATERIALS: DRAWING BY: ME MORTARS: TYPE "S" ASTM C270 HOLLOW CMU: ASTM C-90 SPANS STUD SIZE QUANTITY OF JACK STUDS FACE BRICK: ASTM C-216 GROUT AGGREGATE: ASTM C-404 0" TO 4'-0" 2x4 1 CHK BY.:JAG 2. ALL MASONRY SHALL BE PROTECTED FROM FREEZING FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION AND SHALL NOT BE 4'-0" TO 6'-0" 2x4 2 DWG No.: CONSTRUCTED BELOW 40 deg. F WITHOUT PRECAUTIONS NECESSARY TO PREVENT FREEZING. NO AN11-FREEZE ADMIXTURES SHALL OVER 6'-0" 2x4 3 Ao"%k 00 BE ADDED TO THE MORTAR. in c� �C U u ■ N ® © ° ® APPL. No.: 13 STRUCTURAL SPECIFICATION ,- 0 © r ❑ ICF (INSULATED CONCRETE FORMS) - 031000 GIBBONS ENGINEERING GENERAL: I CENTRAL AVENUE, SUITE 308 1. SUPPLY AND INSTALL PERMANENT INSULATING CONCRETE FORMS AS FORMWORK, PLACE SIT". REINFORCEMENT, AND CONCRETE INTO FORMWORK. TARRYTOWN NY 10591 MATERIALS: (914) 524-.9740 1. STANDARD SPECIFICATION FOR RIGID, CELLULAR POLYSTYRENE THERMAL INSUI ,TION - ASTI C578 • SYSTEM DESCRIPTION: 1. PROVIDE INSULATING CONCRETE FORM PRODUCT WHICH HAS BEEN MANUFACTE'RED AND INS`.'.LLED TO WITHSTAND CONCRETE PLACEMENT LOADS WITHOUT DEFECTS, DAMAGE, OR FAILURE AND SUCH THAT THE CAST-IN .`LACE CONCRETE WALL IS DESIGNED SEAL&SIGNATURE ACCORDING TO ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. FURNISH LABOR, MATERIALS, EQUIPMENT, AND ~ _RVICES NECESSARY FOR THE COMPLETE k,, PROPER INSTALLATION OF ALL � v I INSULATING CONCRETE FORMWORK AND RELATED WORK, AS SHOWN ON THE DRAWINGS OR S ECIFIED HEREIN, IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 3. INSULATING CONCRETE WALL FORMWORK CONSISTING OF TWO PANELS OF FLAME RETARDANI PANELS OF TYPE II EXPANDED CO POLYSTYRENE (EPS) MANUFACTURED TO A 1.5 LBS/CF MINIMUM DENSITY. THE TWO EPS P,%NELS TO BE CONNECTED BY 8 CO-POLYMER POLYPROPYLENE PLASTIC TIE INSERTS DESIGNED WITH CROSS MEMBERS PLACED 8" O.C. HORIZONTALLY AND 8" O.C. VERTICALLY. 4. THE ICF FORMWORK TO HAVE CONSISTENT A" T'iICK EPS PANELS. p 5. WALL SYSTEM TO PROVIDE A FORMING CAVITY WIDTH OF 4", 5% OR 8" (AS DESIGN REQUIRE'! ). THE CAVITY SHALL BE A � I CONSISTENT FLAT CROSS SECTION. S. WALL SYSTEM PLASTIC TIE INSERTS TO PROVIDE MINIMUM 1 WIDE FASTENING STRIPS @ S O.C. FASTENING STRIPS TO BE e ANDEEXIERIBENEATH OR FIN SH THE S EPS PANEL FACE " AND RUN VERTICALLY FULL WALL HEIGHT TO FACILITATE FASTENING BOTH INTERIOR 7. WALL SYSTEM CONSISTING OF TWO EPS PANELS; CONCRETE, AND EXTERIOR AND INTERIOR F.\'SHES TO PROVIDE A MINIMUM R22 I INSULATION VALUE. 4 8. EPS FOAM TO PROVIDE A MAXIMUM VAPOR PERMEATION OF 3.5 PERM-IN. IT IS A VIOLATION OF N.Y. -STATE LAWS FOR QUALITY ASSURANCE: ANY PERSON, UNLESS DIRECTED BY A 1. ACCEPTABLE PRODUCTS AND MANUFACTURER'S QUALIFICATIONS - A SINGLE I< ANUFACTUREF THAT HAS BEEN SUCCESSFULLY REGISTERED ARCHITECT OR PROFESSIONAL PRODUCING ICF PRODUCTS FOR NOT LESS THAI,, 5 YEARS IN NORTH AMERICA ' ENGINEER TO ALTER ANY ITEM IN ANY WAY 2. AGENCY APPROVALS - THE PROPOSED ICF PRODUCT SHALL HAVE BEEN EVALUATED TO THE7 APPLICABLE BUILDING CODE AND SHOWN TO BE IN CURRENT COMPLIANCE AS EVIDENCED BY AN EVALUATION REPORT FROM ONE OF TdE FOLLOWING CODE AGENCIES: ISSUE DATES: 2.1. BOCA 2.2. (CBO No. DATE DESCRIPTION 2.3. SBCCI 2.4. NATIONAL EVALUATION SERVICE, INC. 1 12.20.19 BD SUBMISSION 2.5. ICC ES, INC. 3. ICF WALL SYSTEM SHALL CONFORM NTH ASTM F2834. DELIVERY, STORAGE, AND HANDLING: 1. DELIVER PRODUCTS IN ORIGINAL FACTORY PACKAGING, BEARING LISTING AND LABELING IDEN i -ICATTON OF PRODUCT, MANUFACTURER AND LOT NUMBER. 2. HANDLE AND STORE PRODUCTS IN A LOCATION TO PREVENT DAMAGE AND SOILING. 3. ENSURE THAT UV PROTECTION IS PROVIDED FOR. MATERIAL SHOULD ON-SITE "'TORAGE BE F-.QUIRED FOR AN EXTENDED PERIOD. PROJECT CONDITIONS: 1. USE APPROPRIATE MEASURES FOR PROTECTION AND SUPPLEMENTARY HEATING' WHEN REQUI '"'1 TO ENSURE PROPER CONCRETE CURING CONDITIONS IN ACCORDANCE WITH ACI 305 DURING PERIODS OF WEAl,iER WHERE TI : PERATURES ARE BELOW MINIMUM SPECIFIED BY GOVERNING BUILDING CODE FOR CONCRETE. 2. FAMILIARIZE EVERY MEMBER OF THE APPLICATIC: CREW WITH ALL APPLICABLE SAFETY REGL' ATTONS RECOMMENDED BY OSHA AND OTHER INDUSTRY OR LOCAL COVERNMENTAL GROUPS. I SEQUENCING AND SCHEDULING: 1. SEQUENCE INSTALLATION OF INSULATING CONCRETE FORMS WITH RELATED WORK SPECIFIED Ir: OTHER SEC11014S TO ENSURE THAT WALL ASSEMBLIES, INCLUDINC'' WINDOW AND DOOR ACCESSORIES, TRIM, SERVICE PENETRATIONS), TRANSITION CHANGES, AND MECHANICAL SERVICES ARE PROTECTED AGAINST DAMAGE FROM EFFECTS OF WEATHER, CORE.OSION, AND ADJACENT CONSTRUCTION ACTIVITY. WARRANTY. 1. INSULATING CONCRETE FORM MANUFACTURER TO PROVIDE COPS~.S OF SPECIFIED PRODUCT W;�RANTIES. BRACING, ALIGNMENT, AND SCAFFOLD SYSTEM: 1. AS AN INTEGRAL INSTALLATION COMPONENT OF AN INSULATING CONCRETE F0RM SYSTEM, &s ADJUSTABLE METAL SCAFFOLDING I SUPPORT AND WALL ALIGNMENT SYSTEM SHALL BE PROVIDED. 2. A DEVICE WITH ADEQUATE DEGREES OF ADJUSTMENT TO ENSURE THE COMPLETED INSULATIN'. CONCRETE FORM SYSTEM WALLS ARE PLUMB AFTER THE PLACEMEP;T AND CONSOLIDATION OF CONCRETE. I 3. AN OSHA COMPLIANT SCAFFOLD SUPPORT SYSTLM TO FACILITATE PROPER STACKING OF FOF, S AND PLACEMENT OF CONCRETE. ry 4. SYSTEM ADEQUATE TO REINFORCE AND PROTECT COMPLETED INSULATING CON^RETE FORM 11"TALLATTON PRIOR TO THE ATTACHMENT OF STRUCTURAL ELEMENTS TO PROTECT FROM WIND DAMAGE. CONCRETE: i. CONCRETE SUPPLIED SHALL BE OF STRENGTHECIFIED (f c = 4,000 psi) ME'.SURED AT 2(; DAYS. RECOMMENDED AGGREGATE SIZE TO BE � . 2. MAXIMUM '.,LUMP = 5.5 INCHES. LINTELS: 1. LINTELS TO BE INSTALLED AS, SPECIFIED OR DETAILED ON THE STRUCTURAL SLEETS IN CON,r.INCTTON WITH THE INSULATING CONCRETE FORM MANUFACTURER'S INSTALLATION MANUAL GUIDELINES (SIZE AND PLACEMEN- OF TOP AND BOTTOM BENDING STEEL, S11RRUPS FOR SHEAR REINFORCEMENT AND CORNER REINFORCING). PROJECT: WATERPROOFING: 1. SHEET WATERPROOFING MEMBRANE MATERIAL Tr) -BE SUPPLIED UNDER THIS SEl,TTON AND INSSTALLED ACCORDING TO MANUFACTURER'S 1600 RECOMMENDATIONS. 2. WATERPROOFING MATERIAL TO BE COMPATIBLE WITH EPS FOAM FORM UNITS. HILLCREAS 1` DIUVE PARGiNG: O�EN NY 1. EXPOSED EXTERIOR WALL SURFACE FROM WATERPROOFING TO GRADE LINE SH"'_L BE COVER,- ) WITH A DURABLE, WEATHER �' RESISTANT COVERING IN ACCORDANCE WITH CODE REQUIREMENTS OR A SPECI,`C RESEARCH '.EPORT. STUCCO TYPE MATERIAL OR 1105'7 EQUIVALENT SUPPLIED UNDER THIS SEC11ON SHALL BE INSTALLED PER PORTLAND CEMENT P-ASTER (092200). 2. ALTERNATE ACRYLIC FINISH SUPPLIED AND INSTALLED PER EIFS SYSTEMS (07.40). DRAWING TITLE: ACCESSORIES: 1. BUCK MATERIALS - WHERE USED, EXTRUDED VIS,lYL, PRESSURE TREATED WOOD, OR METAL I,;rTERIAL. SERVICE PENETRATIONS: STRUCPIPE:,1. SERVICE PENETRA11ONS (ELECTRICAL SERVICE CONDUITS, WATER SERVICE AND AIR SUPPLY AND EXHAUST DUCTS, ETC.) SHALL RAL BE PLACED AT THE REQUIRED LOCATIONS AS INDICATED BY THE APPROPRIATE TRADES PRIC:' TO CONCRETE PLACEMENT. N OTES PENETRATIONS SHALL BE REINFORCED AS REQUIRED BY THE STRUCTURAL ENGINEER. 2. PROVIDE APPROPRIATE MATERIAL SUCH AS PVC SCHEDULE 40 PIPE SLEEVES AT SERVICE PENETRATIONS PRIOR TO PLACING A CONCRETE TO CREATE VOIDS WHERE SERVICES '.,,1N BE PASSED THROUGH AT A LATER DATE. "PECIFICl MONS i DATE: 12.06.19 PROJECT No:----- DRAWING BY: ME CHK BY.:JAG DXX'G No.: cn soel dam- - - - r:3 ❑ APPL.No.: IcF GA5T IN PLACE LINTEL SCHEDULE FOUNDATION PLAN NOTE5 FOUNDATION 5CHEDULE MARK SIZE REINFORCING 1. ICF WALLS SHALL BE INSTALLED IN ACCORDANCE WITH FI 11 1/4' ICF WALL ON 28' WIDE x 12' DEEP CONTINUOUS CONC.FOOTING, MANUFACTURER SPECIFICATIONS AND DETAILS. REINFORCE WITH (3) *5 BARS AT BOTTOM LI 6'x9' I-*4 BAR TOP/BOT 2. ANY METAL CONNECTORS OR FASTENERS THAT ARE IN DIRECT O 13 1/4' IGF WALL ON 26' WIDE x 12' DEEP CONTINUOUS CONC. CONTACT WITH PRESSURE TREATED MATERIALS SHALL BE TYPE F2 FOOTING, REINFORCE WITH (3) 05 BARS AT BOTTOM L2 6'x18' 1-*4 BAR TOP/SOT 304 OR TYPE 316 STAINLESS STEEL OR GALVANIZED IN ACCORDANCE WITH ASTM A653. ALL CONNECTORS AND F3 11 1/4' IGF WALL ON 20' WIDE x 12' DEEP CONTINUOUS CONC. FASTENERS SHALL BE OF THE SAME MATERIAL. FOOTING, REINFORCE WITH (2)05 BARS AT BOTTOM 6'x18' 1-*6 BAR TOP/BOT W/ *3 STIRRUPS ID 6" O.G. 3• ALL WOOD IN CONTACT WITH CONCRETE FLOOR SLABS SHALL BE O PRESSURE TREATED. F4 3 I/2'0 (SCHp 40, 4' OD.) ADJ STEEL PIPE COLUMN ON 36' x 36' x 6'x24' 2-*5 BAR TOP/BOT W/ *3 STIRRUPS � 612' DEEP CONCRETE FOOTING, REINFORCED W/ (4) *5 EACH WAY." O.G. 4. PARALLEL JOIST BLOCKING BETWEEN ICF WALL AND ADJACENT JOISTS IS REQUIRED TO ADEQUATELY BRACE THE FOUNDATION O 3 1/ 40, ADJ STEEL PIPE COLUMN ON 48' x 48' x 12' DEEEPP CONCRETE NOTES: WALLS FOR LATERAL SOIL PRESSURES. FS ONCRETT E FOOTING, REINFORCED W/(5) 15 EACH WAY. SEE DETAIL SHEET 52.2 44 P.T. POST ON 24' x 24' x 12' DEEP CONCRETE FOOTING, ® ® © v F6 UN-REINFORCED F� 6x6 P.T. POST ON 24'0 x 36' DEEP CONCRETE PIER, UN-REINFORCED o 0 <@> 6x6 P.T. POST ON 16'O x 36' DEEP CONCRETE PIER, UN-REINFORCED O44 P.T. POST ON 16'O x 36" DEEP CONCRETE PIER, F9 UN-REINFORCED 3 1/2'0 (SCHD 40, 4' OD.)ADJ STEEL PIPE COLUMN ON 48' x 48' x I 12' DEEP CONCRETE FOOTING, REINFORCED W/ (5) 05 EACH WAY. 13 ca 0 0 PERMIT ISSUE-UPDATEG 03/09/1010 28'-4 3/4' 14'-1 1/4" 15'-8" 18'-4" 25'-0' 0104/1010 PERMIT ISSUE 1111/2019 l'-2 1/4" l'-0' 4'-13/4" 3'-0' 1/1 1 G/N 18'-0' 4'-0' 01 ° E51N EvELOFTENT 0a/05/2019 6 0&/05/2019 F9 <@> 03/20/2019 (3)-13/4' x 11 1/4' 1.9E LVL (3)-1 3/4' x 11 1/4' 1.9E LVL (3)-13/4' x 111/4' 1.9E LVL (3)-1 3/4 x II 1/4 1.9E LVL _. ._ 03/05/2019 ---_-------- ----- _--------- ------ --------_-------- -----_-----1-- --- 11D P49. --------------------- --------------------- 01/15/4019 -------------------- ------------------ F1 I I F� F� F� F1 F9 F9 5CPEM,4TIC DE316N 0/02/201a Q9 I I I I I I I I I 0-f/2a/201a HOLD DOWN 12' l�N I I I MIN AT DOORS, 8 I F I TYP. I l I -CZ0 I 0 I I I ' l2)-2x12 r----- _--- *5 x"48' RE-BAR o 0 — ----_ 0 12"45 LAP WITH RETAINING I f F1 j j _--__ ---- FI I I FS ----- WALL REINF. 6" 1 L2 I I O Fg MIN. EMBEDMENT IN ICF WALL - Single, FamilyResidence . � z l2 ___ 12 HOLD DOWN 12' FI N MIN AT DOORS, F2 Single Family Custom Home -----L2---- N A �' tYP. 1 12'-10 3/4' 12'-8 3/4' .. 1 ' lU14x43 • • ( • L1� � — 1600 Hillcrest Drive L21 I i � � , 14'-10 3/4" rill 13'_6" 16'_0' g'_4' 8'_6' „ � I Orient, New York 11957 J Ll F5 F5 F4 W8x21 - -� N F2 F3 I 52.1 N r w8x31 - BUILDER CIA\ / / / / / / F� F� 12'-0" I0 3/4' 1600 Hillcrest Drive, LLC 14 10 3/4 9 -6 __ / GARAGE SLAB UNEX. , -_- • • . WSx18 W x18 __-______ ____ 4' AIR ENTRAINED (3500 psf) F2 cn CONCRETE SLAB OVER 6 MIL VAPOR C ,• ' � ' BARRIER ON MIN. 4" GRAVEL FILL ^ , ' - - - - F4 = Project No: 18-0444 23' 10 3/4' N 13 13 ____-_-__.- - _= BASEMENT SLAB 4' AIR ENTRAINED (2500 PSI) CONCRETE SLAB OVER 6 MIL VAPOR BARRIER, ON ED q/�C�'j F2 u� MIN. 4' GRAVEL FILL Cp `t' F2 F2 0 26 y0 �F NE`N `� F2 F2 a v SLAB ON GRADE -OUNDATION 4' CONCRETE SLAB ONI `r 4' GRAVEL (MIN.) PJ—AN c0 F3 © 2020 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW AVENUE,LLC AND MAY NOT BE USED,DUPLICATED OR ALTERED 14'-0" 14'—1 1/4' 15'-8" 18'-4" 25'-0' 131 v WITHOUT THE WRITTEN CONSENT OF OWNER 103'-3 I/4' 700 S100 SOUND�4�'f ON fi��41�1 ® ® p D SCALE: 1/4' = I'-0' FLOOR FRAMING PLAf,' NOTES 0 ° ° GIBBONS ENGINEERING 1. HANGER 2x12 JOISTS TO FLUSH BEAMS WITH SIMPSON LUS210 OR 1 CENTRAL AVENUE, SUITE 308 EQUIVALENT UNLESS NOTED OTHERWISE TARRYTOWN, NY 10591 2. HANGER DOUBLE OUR TRIPLE 2x12 JOISTS TO _USH BEAMS OR GIRDER TRUSSES WITH SIMPSON LUS210-•2 OR LUS210-3 UNLESS NOTED (914) 524-9740 C r-"ERWISE 3. HANGER 14" I—JOISTS TO FLUSH BEAMS WITH S'MPSON IUS14 OR EQUIVALENT UNLESS NOTED OTHr,_RWISE. SEAL&SIGNATURE "* 2. Hi.AGER DOUBLE OUR TRIPLE 1 .1/4" x 14" Lel TO FLUSH BEAMS OR GIRDER TRUSSES WITH SIMPSON dHUS410 OR 1 ,1US5.5/10 UNLESS NOTED OTHERWISE 3. MOSTS MUM,SUPPORTING NOTED OTHERVSEE( PROVIDE. WIDTH REQUIREDFO(2)-2x4 GLUED AND NAILEDUR FULL �� ; a � B" BRING. �` • �e INDICATES INTERIOR BEARIN.; WALL ABC'. ® INDICATES INTERIOR BEARIN^ WALL BEL 1' ® IN_.dCATES POINT LOAD FROP POST ABL' IT IS A VIOLATION OF N.Y. STATE LAWS FOR 2x10 P.T. JOISTS ® 16" O.C. _. _ ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGI,JEER TO ALTER ANY ITEM IN ANY WAY I ISSUE DATES: No. DATE DESCRIPTION 1 i 2.20.19 BD SUBMISSION X o I c , 04 I I I I I I I I I I I I I I I I I I I I I I I I I i l l l l Ilv 2x10 P.T. LEDGER. SEE (2)-2x10 LEDGER ATTACHMENT JL JL JL JL JL JL JL JL JL JL - �r �r r �r �r r DETAIL S2.2�I I. (2)-2.1 C L JL JL JL JL JL JL r JL JL JL JL JL JL JL JL JL JL JL JL JL JL JIL JUL JiL�JL _ ___ __ -- `------ -- --- - - !------- — Com! -1r -ir -lr -ir -ir -ir -ir �r �r �r �r �r �r tr -tr �r nr �r �r I _ J L J L JIL J U L J L J.L _11L J JI L r -I r -ir -ir -lir n r -i;r -rr -z r n r -1 r ':: -I,r -rer r L I I I I I I I I I I N I J w I I I II ZLn clI l fm N J N r 1 N j Q � U)J r L I z I UWw cn — — -- — — - — — __ O r -- — — — — — 4x4 J o POST ! C� o r '-2X r (2) 2 I - L _ II II II I II II II II II II II I i I I Ir I I I I I I I .---•---- , , C14 C4 +' X cq TAI V V 1 I N OPir w, .. A!R I viiNG CANTILEVER JOISTS r �� I FOR CLOSET ABOVE j I I I I Iv L r -•. `x-..;^. .. :r I _�. I PROJECT. 2x12 PARALLEL JOIST " I I I I I I I I I I I BLOCKING @24 N I IN JL JL JL 'IL JI JL 1600 O.C., TYP. HILIJREAST; DRIVE DOUBLE JOISTS UNDER BEARING WALL ORIENT,ABOVE JL L L L L JNY -_---- - - -- -- L JL JL JL 1, JL JL JL JL JL JLi1L JL JL JL JL 11957 I t'lLu".. JL JL JL JL JL DRAWING TITLE: 2x12 LEDGER. SEE LEDGER ATTACHMENT DETAIL S2.2 FIRST FLOOR FRAMING' ALAN `r DATE: 12.06.19 sPROJECT No:----- 2x12 F: +AOR JOISTS @ 16 O.C. _ ?! DRAWING BY: NM CHK BY.:JAG DWG No.: FIRST FLOOR FRA V ING PLAN M SCALE: 1/4" = 1'-0" • d� APPL.No.: c , ❑ -:�: -- _ ��- ❑ ❑ ❑ ❑ �_ _ R Pi,,", NOTES ❑ ICF CAST IN PLACE LIN -L SCHEDULE GIBBONS ENGINEERING G [:3 1 13 1. INTE�`04 WALLS SHALL BE 2x4 WOOD ::PJDS AT 16 O.C., U.N.O. MARK SIZE REINFORCING 1 CENTRAL AVENUE, SUITE 308 2. EXTI - OR WALLS SHAI.L BE !CF O i 2xEr WOOD STUDS AT 16" O.C., U.N.O. 6"x9" 1—#4 BAR TOP/BOT TARRY OWN, NY 10591 3. OPE! IG HEA" "'; SHALL BE (2)-2x6 U.N.O. (914) 524-9740 69fxl8 1—#4 BAR TOP/BOT 4. HEA ' -RS/BEAMS SHAT.:. BE SUPPORTED BY MINIMUM (2)-2x4 POST (GLUED AND Nh )). MIN!MUM PO,:_i Y°'TH TO MF. CH HEADER/BEAM WIDTH. POSTS SHALL 3E F LLY BLOCKED TO BEAM OR FOU`.,IATION WALL BELOW. 6"x18" I 1—#6 BAR TOP/BOT Vill #3 STIRRUPS @ 6" O.C. _ SEAT.&SIGNA'T'URE II, 'sCATES INTERIOR BEARING V,.-!LL BELOW L :.' 6"x24" 2— 5 BAR TOP BOT 4 3 STIRRUPS ® 6" O.C. L ..0. — UNLESS NOTED OTHERW H # / / # �' NE NOTES: SEE DETAIL SHEET S2.2 Col.) HEADEF SCHE`_ ULE P �y��, A 00f (3)-2x6 (2)-2x10 (3)-2x8Olt (3)-2x12 ❑ _. ❑ IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY ISSUE DATES: No. .GATE DESCRIPTION 1 12.20.19 BD SUBMISSION — — ........ ....... ... ...............,... _ INDICATES INTERIOR FLOOR JOIST BEARING r i WALL, TYP. I H FLUSH BEAM ABOVE FLUSH BEAM ABOVE .. .. I � Vii. . .. . . I � I I i i i i PROJECT: .. 1600 rn HILLCREAST DRIVE i 4 ORIENT, ,NY ............... .... ......... ............. r \ 11957 DRAV71NG TITLE: .:i FIRST FLOOR HEADER PLAN <0> DATE: 12.06.19 PROJECT No: ----- DRAWING BY: ME CHK BY.:JAG DVrG No.: FIRST FLOCLR HEADER PLAN 0 S1 ,02 4 APPL.No.: FLOOR FRAMING PLAI`.' NOTES - SNS ENGINEERING ❑ .1 CENTRAL AVENUE, SUITE 308 1. H,,""GER 202 JOISTS TO FLUSH BEAMS WITH S '.IPSON LUS210 OR TARRYTOM, NY 10501 EQUIVALENT UNLESS NOTED OTHERWISE 2. HANGER DOUBLE OUR TRIPLE 2x12 JOISTS TO ,.USH BEAMS OR GIRDER (914) 524-9740 TRUSSES WITH SIMPSON LUS210--2 OR LUS21C`-.j UNLESS NOTED OTHERWISE 3. HANGER 14" I—JOISTS TO FLUSH BEAMS WITH 'SIMPSON IUS14 OR EQUIVALENT UNLESS NOTED OTHERWISE. SEAL&SIGNATURE 2. HANGER DOUBLE OUR TRIPLE 1 3/4" x 14" Lb' FO FLUSH BEAMS OR E� GIRDER TRUSSES WITH SIMPSON HHUS410 OR I'I-US5.5/10 UNLESS NOTED '�, ".•"�� OTHERWISE 3. POSTS SUPPORTING BEAMS SHALL BE (2)-2x4, GLUED AND NAILED, MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE WIDTH REQUIRED FOR FULL BEARING. INDICATES INTERIOR BEARING WALL ABOVE s • ® INDICATES INTERIOR BEARING WALL BELOW r ® INDICATES POINT LOAD FROIi4 POST ABC`,,^E e 13 ,— - ❑ �` A k/IOL • ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL I ENGINEER TO ALTER ANY ITEM IN ANY WAY I 14" I—JOISTS ® 16" O.C. 9.... _I PRE—ENGINEERED ATTIC TRUSSES W/ 14' BOTTOM CHORD ® 24" C C. - x. ISSUE DATES: I I No. DATE DESCRIPTION 1 12.20.19 BD SUBMISSION ` .. 1 3/4" x 14" 1.9E LVL I _ _ i. . .1'_ 1r 1r 1 1r 1r 1r 1r -if LEDGER. SEE LEDGER ATTACHMENT DETAIL S2.2 s 1r 1r 1' 1 r 1r 1r 1r 1r 7r -I -I 1r 1 r 1r 1r 1r 1r 1r 1r 1r 7r I I I r 1r 1r 1r 1r 1r r 1r 1r 7r 1r 1r i I I I I 77[ 1r 1r I I ' II I I I I I I i l I I l l l l i I � •� t (2) 1 3/4" x 14" 1.9E I (3) 1 3/4" x 14" 1.9E I I I � I I I �— --'- �— --- — -- --- ------ --- -- --- -- — — -- ---- I I L JL JL LVL JLJL J J r 1r 1r 7r 11r 11r 1Ir 1r 1r 1r 1 L L JL JL LVL Jl_ JL L J I 1r 1r 1r-'-tr 11r 11r 11r ir= -1[ 1r 1r I I FLUSH BEAM I ( FL USH BE I ! NILL! STA.';0 OPE DING !. 0 I I I I LI. ---'- I--- --- -�-- ---�---I--- ---I--- ---�--�- -�---I- -- I III A �- . . .. � !. . I I II JL JL JL JL JL JL JIL_JL N 1 1 1 1 1 1 I L (2)-13/4 x11" ,-ar I I I I I I I I I I r 1 r 1 r 1!r 1ir 1lr j . r II I I I I I IJL JL JL J1t JIL JL JL _ILi PROJECT: JL JL JL JLJL JL JL JL JL J JL. - - JL -- JL -JL- JL JL JL JL JL JL JIL ,.i!L JL JL JL JL JL 1 600 Edr _ 100, ___ ________ 1 1 i; 1 r 1Ir r 11r 1 1Ir 1 r 1 r r HIUCREAST' DRIVE i ORIENT,,NY 11957 a CAST IN PLACE CONCRETE �� ' 2x10 P.T. LEL GE SEE ICF HEADER PER HEADER �X 1 1 1 1 1 1 1 ! I :v DETAIL S2T2ACHMENT PLAN (14 • DRAWING TITLE: 1 r7 `7 SECOND FLOOR FRAMING, ALA Ir 2x12 P.T. JOISTS ® 16" 0.C. DATE: 12.06.19 PROJECT No:----- DRAWING BY: ME CHK BY.:JAG DV'G No.: SECOND FLOOR FI �AIVIING PLAN Slm3 ❑ _- _ - ❑ SCALE: 1/4" = 1'-0" rA7PPL.No.: ❑ -- - ❑ ❑ ❑ ._ HEADER PLAN TF•:S ICF CAST IN PLACE LINTEL SCHEDULE GIS ONS ENGINEERING ° - - 10 01 - 1 CENTRAL AVENUE, SUITE 308 1. INTERIOR V`.'LLS SHALL BE 2x4 WOOD STU : , 16" O.C., U.N.O. MARK SIZE REINFORCING TARRYTOM, NY 10591 2. EXTERIOR '• ,LLS SHALL BE ICF OR 2x6 WC ; .'DS AT 16" O.C., U.N.O. 6"xO" 1—#4 BAR TOP/BOT (914) 524-9740 3. OPEN!NG F \DERS SHALL BE (2)-2x6 U.N.G. 6'•(18" 1-#4 BAR TOP/30T 4. HEADERS/•' AMS SHALL BE SUPPORTED BY ! .1M (2)-2x4 POST (GLUED AND _ NAILED). i AIMUM POST WIDTH TO MATCH :f :R/BEk.,l WIDTH. POSTS SHALL SEAL&SIGNATURE BE FULLY " OCKED TO BEAM OR FOUNDATI(N ',' '_ BELOW. i 6"x18" 1-#6 BAR TOP/BOT W/ #3 :STIRRUPS ® 6" O.C. "'"" ® INDICAT,- 3 INTERIOR BEARING WALL P d _ # 4 U.N.C. - ;'NI_ESS NOTED OTHERWISE 6"x24"6"x24" 2-#5 BAR TOP,/BOT W/ #3 STIRRUPS ® 6" O.C. ' 10 �F N ` ❑ .. .. _- � ❑ NOTES: CIO SEE DETAIL SHEET S2.2 13 HEADER SCHEDUL, Q ❑ ° 44 � (3)-2x6 ;'2)-2x10 � (3)-2x8 (3)-2x12 ❑ ❑ IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY ISSUE DATES: No. DATE DESCRIPTION ....... .. .. ....... .... .. ...... ... ......... BD SUBMISSION i � L2 i I TT�' k iC�S$2' i StSrSLS�Y 00000(x m wn �Lj__ J. I�! ILi - i o i r •r LJ L0 C it I 0El. o00 ,. Ur u PROJECT: 1600 h HILLCREAST DRIVE ❑ ORIENT, NY 11957` ❑ w• DRAWING TITLE: SECOND FLOOR HEADER PT AN DATE: 12.06.19 PROJECT No: ----- DRAWING BY: ME CHK BY.:JAG DWG No.: SE'�OND FLOOR HEADER PLAN ,� ❑ -- -: -- 13 M 4 SCALE: 1/4" o cV APPL.No.: ❑ - ❑ FLOOR FRAMING PLAN N )TES ❑ ❑ GIBBONS ENGINEERING 1. HANGER 2x12 JOISTS TO FLUSH BEAMS WITH SIMPSON LUS210 OR 1 CENTRAL AVENUE, SUITE 308 EQUIVALENT UNLESS NOTED OTHERWISE TARRYTOM, NY 10591 2. HANGER DOUBLE OUR TRIPLE 2x12 JOISTS TO FLUSH BEAMS OR GIRDER (914) 524-9740 TRUSSES WITH SIMPSON LUS210-2 OR LUS210-3 UNLESS NOTED OTHERN'7- 3. HANGER 14" I-JOISTS TO FLUSH BEAMS WITH SIMPSON IUS14 OR EQUIVALENT UNLESS NOTED OTHERWISE. SEAL&SIGNATURE 2. HANGER DOUBLE OUR T?IPLE 1 3/4" x 14" LVL TO F°,.USH BEAMS OR GIRDER TRUSSES WITH SIMPSON HHUS410 OR HHUS5.5/10 UNLESS NOTED N . OTHERWISE 3. POSTS SUPPORTING BEAMS SHALL BE (2)-20, GLUED AND NAILED, �� ca �+ MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE WDTH REQUIRED FOR FULL BEARING. INDICATES INTERIOR BEARING WALL ABOVE ® INDICATES INTERIOR BEARING WALL BELOW ¢y f OM( o ® INDICATES POINT LOAD FROM POST ABOVE {F 13 IT IS A VIOLATION OF N.Y. ' STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT 0R PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY ISSUE DATES: No. DATE DESCRIPTION ATTIC TRUSSES W/ 202 BOTTOM CHORDS ® 24" 0 ;. 1 12.20.19 BD SUBMISSION J (ALL ROOF TRUSS TO BEAR ON EXTERIOR WALLS)`10 —...—: I ' I 2x1 c BOTTOM CHORD INFILL j FR,'.''AING @ 16" O.C. HANGER E TO TRUSSES WITH LUS210 I I HANGERS, TYP.Lj, L . El �` GIRD I ....I I I ,H• I - �y.i w0`1000`7 Tr I � Ir y Y ............. . ............,. ..., ,,.........,, I IL JI I I I I I I _ I I I I I IL `,°' ` • • f r r r .r' r ; �, (nr N ; N Cn LJ C� Cn N N L J LCrn rJ I I— r , I— r , F- W • I•,'_• a Q IW— r 1 W W -1 w L 1 W � i Z mJD Q t ».. .y •. ui _` W I I I �!� ,I I �I I I I I �I I I 0I I Ir ,I x I I - a ! C7 ❑ Q r Q � I L J r •; �� I I � I I ,. 000 N _ h .. . . . . ` 'II I II I i IL L J JI I I I I I I r ,I I I I f ;L S,.1 AIR o L J ' ILh El OPI:ANG r I I I i i ooe C-> L -4 r , F r1 • I r � Q Q 1 r � � I .. • I II IL ,I I I I II . _ L J L J I I i PROJECT: , r I I I 1600 Lp I ! I ! I HILLCREAST DRIVE L JL J '� L J r �I �l''.•:. :r•.al ®RI�Nl \�'''1 \ 1 IL JI I I I I I I IF ,II I I I IL JI 11957 ' I IF E I- ---------- ILr 'I ,, : •'+ ' .� I I I I ( t, . i: A•, "t�tl. :.i'.:. 't•. '+' I I I I � I .'1:•.t a, DRAWING TITLE: ., 'AHI 1DX DFLOOR FRAMING. FLAN DATE: 12.06.19 PROJECT No: ----- DRAWING BY: ME CHK BY.:JAG DV?G No.: 13 THIRD FLOOR FR/ MING PLAN c SCALE: 1/4" = 1'-0" .. S1 ,s5 N P L.No.: ETES ° GIBBONS ENGINEERING PLAN ❑ ------_ ° ° ° 1 CENTRAL AVENUE, SUITE 308 1. INTERIOR FALLS SHALL BE 2x4 WOOD STV �T 16" O.C., U.N.O. MARK `:SIZE REINFORCING- _ TARRYTOWN, NY 10591 2. EXTERIOF BALLS SHALL BE ICF OR 2x6 W. STUDS AT 16" O.C., U.N.O. 6"xO" 1—#4 BAR TOF/BOT (914) 524-9740 3. OPENING =ADERS SHALL BE (2)--2x6 U.N. . 6"x18" 1—#4 BAR TOA'/BOT 4. HEADERS,""EAMS SMALL BE SUPPORTED B YtNIMUM (2)-2x4 POST (GLUED AND _. NAILED). ',IINIMUM POST WIDTH TO MATCH k'7ADER/BEAM WIDTH. POSTS SHALL 6"x1 B" 1—#6 BAR TOP/BOT W/ #'a STIRRUPS @ 6" O.C. SEAL&SIGNATURE BE FULL) �3LOCKED TO BEAM OR FOUNDA WALL BELOW. K.M INDICA =S INTERIOR BEARING WALL .;CLOW - NL, U.N.U. UNLESS NOTED OTHERWISE 0 6°x24" 2—#5 BAR TOP/BOT W/ ;: STIRRUPS ® 6" O.C. ❑ ❑ 4 o a N OTES: SEE DETAIL SHEET S2.2 CO 4. ❑ ° Q HEADER SCHEDULE © � = 13 (3)-2x6 (2)-2x10 (3)-2x8 (3)-2x12 IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER TO ALTER ANY ITEM IN ANY WAY ISSUE DATES: No. DATE DESCRIPTION 1 12.20.19 BD SUBMISSION — GIRDER TRUSS — 2x6 CEILING JOIST INFILL FRAMING BFTWEEN GIRDER TRUSSES, TYP. � � if ui��cif Qf _ � uj Ed �ui'nCD flf a < — < Q I I I I I I PROJECT: 1600 - HILLCREAST DRIVE ORIENT, NY 11957 DRAWING TITLE: „ THHDVDFLOOR HEADERS CEILING NOTES DATE: 12.06.19 PROJECT No:----- DRAWING BY: ME CHK BY.:JAG DWG No.: ❑ THIRD FLOOR HEADERS AND COLING JOISTS " Al SCALE: 1/4" = 1'-0" -4 APPL.No.: w ❑ - ❑ ROOF FRAMING PLAN. NOTES Q ❑ ❑ GIBBONS ENGINEERING 1. FINAL TRUSS LAYOUT AND DESIGN ARE THE RESPChSIBILITY OF THE TRUSS 1 CENTRAL AVENUE, SUITE 308 MANUFACTURER. GIRDER TRUSS LOCATIONS AND tI L INTERIOR BEARING LOCATIONS FOR ROOF FRAMING SHALL BE PER TI-T.'l ROOF FRAMING PLAN TARRYTOWN, NY 10591 UNLESS OTHERWISE APPROVED BY NEW AVENUE„ LLC. 2. THE TRUSS MANUFACTURER SHALL DESIGN ALL GII;5ER TRUSSES FOR AN (914) 524-9740 ALLOWABLE BEARING STRESS OF 425 PSI. TRUSS MANUFACTURER MAY PROVIDE BEARING BLOCKS OR SIMPSON TBE (TRUSS BEARING ENHANCERS) IN PLACE OF ADDIT OVAL GIRDER TRUSS PLIES TO ^AEET ALLOWABLE BEARING REQUIREMENTS. 3. OVERLAY FRAMING MEMBER SIZES: SEAL&SIGNATURE 2x6 RAFTERS ® 24" O.C. w/ 20 ' RIDGE MAX. RAFTER SPAN — 2x8 RAFTERS 0 24" O.C. w/ 2x10 RIDGE MAX. RAFTER SPAN — 2x10 RAFTERS @ 24" O.C. w 2x12 RIDGE MAX. RAFTER SPAN C^ ell — 18'-2" 4. GIRDED TRUSSES SHALL BE SUPPORTED BY MINIMUM (2)-2x4 POST (GLUED AND NAILEF). MINIMUM POST WIDTH TO MATCH GIRDER ,RUSS WIDTH. POSTS SHALL BE FULLY BLOCKED TO BEAM OR FOUNDATION WALL BELOW. � file -ENGINEERED TRUSS AND RAFTER UPLIFT HOU ( NNS 5. PRE (TYPICAL UNLESS NOTED OTHERWISE:): TRUSSES/RAFTERS SIMPr-!)N H2.5A/H2 �T (535 LB MAX) 2-PLY GIRDER TRUSSES SIMPSON LGT2 (1785 LB MAX) 3-PLY GIRDER TRUSSESSIMPSON LGT3 (:`''55 LB MAX) 4-PLY GIRDER TRUSSESSIMPSON LGT4 Z5 LB MAX ._ ) (: 5.1 INSTALL HOLDOWNS PER MFR SPECS. ALTER,--!,,,TE HOLD DOWNS MAY BE USED IF Mt;XIMUM ALLOWABLE UPLIFT LOADS ARE MET. 6. TRUSS HEEL BLOCKING IS REQUIRED FOR HEEL HEIGHTS GREATER THAN 9Y". IT IS A VIOLATION OF N.Y. STATE LAWS FOR ANY PERSON, UNLESS DIRECTED BY A SHEATHING OPTION: REGISTERED ARCHITECT OR PROFESSIONAL EXTERIOR SHEATHING SHALL EXTEND TO THE UNDERSIDE OF THE TOP ENGINEER TO ALTER ANY ITEM IN ANY WAY CHORD AND 2x4 BLOCKING SHALL BE INSTALLED BETWEEN TRUSSES FOR SHEATHING EDGE NAILING. SHEATHING SHALL BE NAILED TO TRUSS HEELS AND 2x4 BLOCKING �,iTH 8D NAILS 0 6" O.C. MAX. ISSUE DATES: + BLOCKING OP No. DATE DESCRIPTION FOR HEELS BETWEEN 9Y4" AND 15Y4": 2x SOLID BLOCKING SHALL BE 1 12.20.19 BD SUBMISSION INSTALLED WITH 2 i%`AX, 1 MIN AIR SPACE AT Ti',P, TO BE INSTALLED AT CORNERS AND EVERY OTHER BAY. FOR HEELS OVER 15Y", THE TRUSS SUPPLIER SH,"•�L PROVIDE HEEL BRACING PANELS, TO BE INSTALLED WITHIN 24" OF CORNERS AND EVERY OTHER BAY, OR FULLY OVER ALL DESIGNATED WALL BRACING LOCATIONS BELOW. ❑ L ❑ INDIC-TES OVERLAY FRAWING, TYP. GIRDER TRUSSES TO OVERL`' -RAME CHIMNEY WITH 2x6 TOP CHORD INFILL GIRDER TRUSSES TO FRAMING PER TRUSS SUPPORT FAUX SUPPORT FAUX CHIMNEYSTUD 1 � 'LS. PROVIDE (?)-2x6 /—BLOCK!,' '; BETWEEN TRUSSES AT SUPPLIER, TYP. CHIMNEY WITH THIN BRICK VENEER FERPEII",:"CULtiR CHASE WALLS PRE-EN INEERED TRUSSES 0 24" O.C. GIRDER TRUSS i II I I I I I I I I , N .:.:........ ...:.€:> V) N i l I I I I I I I I I i cn cn U) � V) En W �LLjI m W U W W W U m U I O I I I I I I I JI I I I Of LL 0 V�I �I I �I I I �I I �I 0 I � I I JI v � N w � ¢ U U U I NI I UI N � I U U U N Q N _ ¢ ¢ ¢ ¢ ¢ U � of o 0s o0 w oU Li 2'8" V) N U U I I I I I I I I I O ~OLL m I- N M O 212 RIDGE � � N LL I I I I I I I I PROJECT: 1600 , i IHILLCREAST DRIVE 3cj 2x6::::::. :.:::(2 _::.z1.2:: :. 3::: X ORIENT, NY re = 11957 , DRAWING TITLE: ROOF RAMING F PT AN FRAME DORMER ROOF WITH GIRDER TRUSSES TO 2x6 RAFTERS CSD 16" O.C. SUPPORT LIVE DORMER WITH 2x8 RIDGE AND 2x4 SIDE WALL S. TYP CEILING JOISTS, TYP. DATE: 12.06.19 PROJECT No:----- DRAWING BY: ME CHK BY.:JAG DWG No.: O . RCCF FRAMING PLAN sl * 7 SCALE: 1/4" = V-0" APPL.No.: 1/2' ROOF SHEATHING WITH H-CLIPS 4' (NOM.)CONC SLAB (3 ' PRE-ENGINEERED MIN.)OVER 4' GRAVEL FILL TRUSSES 6 24' O.C. 12' PRE-FAB COLUMN PER ARCHITECTURAL PLANS WITH INTERNAL POST. 2x4 BLOCKING FOR 1ST FLOOR SHEATHING END NAILING SIMPSON W25A HOLDOWN MINIMUM. SEE ROOF FRAMING PLAN NOTES FOR HOLD-DOWN _ SPECIFICATION TOP/FDN cnl 1/2' WALL SHEATHING NUDURA ICF WALL WITH 6' iii//ice i (3000 PSI)CONCRETE -R J ` ° /�\/!��/ S' GONG. FROST WALL CORE ABOVE GRADE \\ ` DOUBLE 2x12 TOP PLATE '&x\ 61 RIPPED TO 10 3/4' 04 HORIZONTAL VAV CONCRETE FOOTING BARS -9 18' O.C. I!1' ANCHOR BOLT e 48' O.C. UN-REINFORCED AND WITHIN 12' OF END Or- 04 F•4 VERTICAL BARS ,@ 16' PLATE SECTIONS,WITH 't' ' O.C.CENTERED ON WALL MIN. EMBEDMENT. ICF WALL 5ECTION AT ROOF PORCH 5ECTION o 0 SCALE: 1/2' = 1'-0' SCALE: 1/2' = 1'-0' PERINIT 188M-WDATED 03/09/1020 01/04/1020 PERMIT WE W21#2019 DESIGN DEVELCF'fENT 08/05/2019 00/05/2019 03/20/2019 03/05/2019 01/15/2019 NUDURA IGF WALL WITH 6' 13/4' x 14' LVL LEDGER- (3000 EDGER(3000 PSI)CONCRETE SEE LEDGER CONNECTION SGNt-t f4TIC DESIGN 10/02/2018 CORE ABOVE GRADE DETAIL 52.2 D�/28/2018 04 HORIZONTAL 14' 1-JOISTS e i(o' O.C. 05/00/20'8 BARS 18' O.C. HANGER TO LEDGER WITH SIMPSON IU514 ® ® 04 VERTICAL BARS 19 16' OL.CENTERED ON WALL a n NOTE: SEE NUDURA INSTALLATION MANUAL FOR RE-BAR INSTALLATION AND PLACEMENT AND REQUIRED REINFORCING AT CORNERS AND OPENINGS. RE-BAR PLACEMENT FOR REQUIRED CLEAR COVER WILL DEPEND ON SIMPSON ICFVL LEDGER THE SIZE OF THE RE-BAR BRACKET SEE LEDGER Single Family Residence © CONNECTION DETAIL 522 Single Family Custom Home a ICF WALL 5ECTION AT 5ECOND FLOOR SCALE: 1/2' = 1'-0' 1600 Hillcrest Drive LEDGER SEE LEDGER Orient New York 11957 CONNECTION DETAIL 522 FLOOR JOISTS Q 16' O.C. HANGER TO LEDGER WITH 2'4) STEEL PIPE SIMPSON LU5210 (SEE GUARDRAIL FRAMING PLAN) NUDURA ICF WALL WITH 6' (2) EXTRA 05 HORIZONTAL (3000 PSI)CONCRETE Q CORE ABOVE GRADE LEDGER SEE LEDGER Y_ WBAARS 3' FROM TOP OF ,vl� CONNECTION DETAIL $22 d `1' 3/4' CHAMFER ON ALL 04 HORIZONTAL EXPOSED GONG CORNERS BARS a IS' O.C. FLOOR JOISTS 6 I6' O.G. SIMP50N ICFVL LEDGER HANGER TO LEDGER WITH T/WALL BUILDER: CONNECTION DETAIL 522 *4 VERTICAL BARS 16' s1MPsoN PA 10 (SEE EL. VARIES 0 ° DRIVEWAY 1600 Hillcrest Drive, LLC O.G.CENTERED ON WALL FRAMING NUDURA ICF WALL WITH 6' 04 x 24' LONG DOWELLS, % `% (3000 PSI)CONCRETE CORE LAP WITH FOUNDATION WALL REINFORCING \//` 04 HORIZONTAL —� 2' CLR BARS 18' O.C. " F 7z' SIMPSON V w - 1= I!1=!! -1 I I_I I—II!_ . \\ \\/\\��\�\� Project No: 18-0444 •4 VERTICAL BARS I6' O N d I BR4CKET. SEE LEDGER d \/\//\\ a l Q O.C. CENTERED ON WALL Z I 1=1 1=1 1=1 1--I I!- 1 1/2 CONNECTION DETAIL 522 12 POURED CONC WALL J COVER (F'c = 4,000 Psi MIN.) \ \ \\ \ _41 _ NUDURA ICF BASEMENT � \ 04 x 24' LONG DOWELLS, @ WALL,WITH 8' (3000 PSI) I-III-1'_I=1 I 1=1 I 1=1 I X \\//\ VERTICAL BARS 12' LAP WITH FOUNDATION CONCRETE GORE =1 I I-1!I, I i_1=1 1-I (_ " Fo VERT'S 12' OUTSIDE ///\ \\/\� O.G., INSIDE FAGS, LAP BRED qRC ° WITH FOOTING REBAR 36' C WALL REINFORCING FACE, LAP WITH FOOTING / / ��J.Mgi \\/ '\�" � �P sr � 05 VERTICAL BARS 61 16' O.C. SET W/ 111^2' 1 REBAR 36' COVER FROM INSIDE FACE OF CONCRETE (45 PCF MAX SOIL PRESSURE) ' 0 05 HORIZONTAL —I \BA m 12' O.G.4' CONCRETE s4 HORIZONTAL EACH FACE SLAB (2500 PSI) BARS ® 18 O.C. �. _. � Q- NUDURA WATERPROOFING - -1 1—III= I1= q \//\//\//� , T 042651 O — =1 = 0 ° \\j\\j\�i\ GRAVEL BACKFILL TO 12 '` MEMBRANE 6 MIL VAPOR BARRIER I I I 1 O vxy IGF WALL PANEL ICF WALL PANEL ICF WALL REINFORCEMENTqA ICF WALL REINFORCEMENT PER IGF WALL DETAILS k PER IGF WALL DETAILS TOP OF WALL REINFORCEMENTc TOP OF WALL REINFORCEMENT • 4 3/44, VOID 3500 PSI CONCRETE FOR UTILITIES (AIR ENTRAINED) ° AS SPECIFIED Y°; ° AS SPECIFIED 04 DOWELLS LAP WWM 24' MIN 3500 PSI CONCRETEh *4 DOWELLS LAP WWM 24' MIN 3500 PSI CONCRETE INSUL-DECK DOUBLE WITH STANDARD HOOK MATCH (AIR ENTRAINED) o WITH STANDARD HOOK MATCH (AIR ENTRAINED) REBAR CHAIR SPACED WWM 6x6 W2Sx25 IGF WALL REINF. SPACING IGF WALL REINF. SPACING AT 4'-0' O.C. 6 WWM x6 0.5x2.5 WWM 6x6 W2 5x2 5 NMI ° Q ° 13 -------------------- --- ° 0 ° ° f ——————— v� Yyx kY x i ( l Yy.FKx p 1 e v a Q .,r v ; � r x r x•v ✓✓ x ✓, ✓} u�. �, ix„�`��✓�`(} l�Ik ,x it Y'k xxx Y K x INSUL-DECK INTEGRATED (2)-Oro BARS, TYP. XXX K (2)-% BARS TYP. 5/8' TYPE 'X' DRYWALL ' /(2)-% BARS, TYP. 5/8' TYPE 'X' DRYWALL METAL FURRING STRIPS INSUL-DECK PANEL Y FASTENED TO FURRING FASTENED TO FURRING • WIDTH = 2'-0' � 5/8' TYPE 'X' DRYWALL 5/8' TYPE 'X' DRYWALL ° PROVIDE TEMPORARY INSUL-DECK FORM SUPPORT • FASTENED TO FURRING FASTENED t0 FURRING AS REQUIRED. REMOVE WALL INSULATION EPS REMOVE WALL INSULATION EPS o 0 AT INSUL-DECK JOIST LOCATION AT INSUL-DECK JOIST LOCATION HEIGHT ADJUSTER TIE AS REQ. FERMIT ISSUE-WDATED 03OW020 0VO4r10Z0 PER MANUFACTURER SPECS rswv 18811E I1/20015 1)E51CGN DEVELCF TENT 08/05/2019 0%/05/20iQ INSUL-DECK FLOOR DETAIL IN5UL-DECK AT PARALLEL ICI= WALL DETAIL INSUL-DECK AT PERPENDICULAR ICF WALL DETAIL 03/20/2019 131 931 113 o 1 03/05/2019 SCALE: 1' = I'-0' SCALE: 1' = 1'-0' SCALE: 1' = 1'-0' 01/15/2019 SCHEMATIC DE51GN 10/02/2014 0"1/28/2018 05/00/2018 O O �. SIMPSON ICFVL-W SPACE AT 32' O.G. I SIMPSON AT 32' O.C. SPACE IGFV Single Family Residence � NUDURA ICF WALL WITH (3000 PSI) Single Family Custom Home CONCRETE CORE. VERTICAL WALL REFORCEMENT NOT SHOWN. SEE IGF TOP OF WALL OR WALL DETAILS FOR SPECIFICATIONS. INTERMEDIATE FLOOR j i a *3 STIRRUPS 9 6' O.C. � 2x ORI 3/4' LVL HEADER REINFORCING, AS REQUIRED, SEE LEDGER SEE SEE LINTEL SCHEDULE LINTEL SCHEDULE FRAMING PLANS FOR SIZE AND NUMBER 1600 Hillcrest Drive 03 STIRRUPS AS _w — — — Orient, New York 11957 REQUIRED � W 2x WOOD BUCK MATERIAL tT C13: (CF LEDGER ATTACHMENT DETAIL FASTENED t0 CONCRETE Y j d) W/EMBEDDED SPIRAL X z w SCALE: 1/2' = 1'-0' NAILS, BOLTS, OR SCREWS IN STAGGERED PATTERN-------,, — — — — — — —PER IGF MANUFACTURER'S • SPECIFICATIONS HEADER REINFORCING, I U I SEE LINTEL SCHEDULE WINDOW OR DOOR PER - FOR SIZE AND NUMBER BUILDER: ARCHITECTURAL PLANS BARS EXTEND HORIZONTAL ( 1 1/2 N. BEYOND OPENING, EACH I S DE, T P. (2) *4 VERTICAL BARS 1600 Hillcrest Drive, LLC I I WINDOW OPENING I FULL HEIGHT OF POUR © ® (2) "4 VERTICAL BARS HEADER CLEAR SPAN LINE OF NOTE: FULL HEIGHT OF POUR OPENING AIR BARRIER/DRAINAGE LINE OF 2x FLASHINGS TO BE INSTALLED ( I BUCK AROUND COMPLETE OPENING Project No: 18-0444 PERIMETER AS PER SECTION 9.1 I I o 0 OF THE NUDURA INSTALLATION I MANUAL OR AS DETAILED BY APPLICABLE LOCAL CODES SILL EXTENSION 1 1/2' FLED AR 13 ® 2x4 BLOCKING TO 1 1/2' COVER 11/2' COVER ��SG��V J.M,4/,S, ALLOW FOR CONCRETE POUR - n N I (2) 0 4 BARS 042651 y0 2x2 BLOCKING SOF NE`N O BOTTOM OF WALL OR (2) "4 BARS U INTERMEDIATE FLOOR WALL 5RACING DETAIL& $ NOTE5 ICI= OPENING AND HEADER DETAILS ® © 2020 ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF NEW SCALE: 1' = 1'-0' AVENUE,LLC AND MAY NOT BE USED,DUPLICATED OR ALTERED WITHOUT THE WRITTEN CONSENT OF OWNER 13 S2m2 13 J 01F r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - c� (k. RHO- - - -TINT w- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - 07 01 w I I I I I I I I I i i, 0) (D (D c:) r— U) cy) cn a) w 0 z m 0 z W W v (D N C E C:) a CU co M SR-2 SR-2 122 121 7*o I i 7"o > 5"o ACCO Lo_ 16"W 20"x8" F r4"o IF 3 SR-8 16wx8* 40 30 5'o"_� 8"o 8"o 7"o FiR <)__,/5"o (D W LQ qLC_�-_ (�)GRQ=Ll 800 0 > 2651 ax ry U-) 7"o - - }- - - - - - 0 � RG-1 9"o Soo 30 4"o ax 14 81 0 5"o Io G 0 cy. z EE(� - - W% F -1 C) I I i 10"x22" DN I z 8'o 8"0 ._-FURN-2�� 1200 rl I 7-0 jv 6*0 � � O 03 BASEMENT HVAC PLAN REVISIONS N0.1 DESCRIPTION DATE SEE SHEET M2 FOR CODED NOTES LEGEND* DATE: 10-07-19 NEW DUCTWORK NEW DETECTOR SCALE: SEE DRAWING El HORN/STROBE JOB #: 19221 CEILING SUPPLY AIR DIFFUSER (D@ THERMOSTAT/SENSOR XX-1 AIR DEVICE TYPE ??? CFM AMOUNT CEILING RETURN AIR GRILLE SUPPLY AIRFLOW ® —� -► CEILING EXHAUST AIR GRILLE RETURN AIRFLOW OA OUTSIDE AIR SA SUPPLY AIR TURNING VANE RA RETURN AIR BRANCH TAKE-OFF WITH Fl) FIRE DAMPER BALANCING DAMPER ALL SYMBOLS MAY NOT BE USED SHEET TITLE BASEMENT HVAC PLAN m A N N SHEET NO. F- 1' c `�� RHOS �r OP d) cc a 0759�� ���\ w _ +� a) o ti N -oV 4 c: w _0 m o o O w O O :E N U Z _c m 0 � - - - - - O u Z - - - - - - - w wY a m O -00 ,r �. (Q ti m D_ w I El 0 5S O 3 ® ® O I � 9 6" — r- - - - - - - -I- T — 1I I I ► I oo I 70 LN Eo�c ! I 8 15 II it i I I SR-6 O L - - - - - - J L - - - - - L3 ii 79 i GEW - - - - - - i i - - - - - -2 1 1331 8 15SR- - - - - SR-3 II 2829 8 15 012209 I ( I °o° °o RG-1 ® 43 147 uo) 1 I I I 15 8 RG-1 0 1 1 I EES _ 8 15 T 104 14 70 1 I it I 11 7 I - - - - - - - - - - - O O I C� - - - - - - I I I I 7" UP LL z— — — 6" UP ® SR-3 ! 1 I I 63 I 010 .. i I I F_ U j CCS W ®104 7 0'_ 00 --- co O SR-4 �k SR-4 LEGEND ® 167 F 13166 OS SMOKE DETECTOR NEW DUCTWORK H�4 HORN STROBE/ - - - - - - - - - - - - - - I I CEILING SUPPLY AIR DIFFUSER T S THERMOSTAT/SENSOR I I I XX-1AIR DEVICE TYPE REVISIONS 1ST FLOOR HVAC PLAN CEILING RETURN AIR GRILLE ??? CFM AMOUNT N0. DESCRIPTION DATE I I I ISUPPLY AIRFLOW ' I I I 1/4"=l —0 RETURN AIRFLOW I I I ® CEILING EXHAUST AIR GRILLE OA OUTSIDE AIR ❑ — — — — — — — — — — — — — — ❑ TURNING VANE SA SUPPLY AIR - RA RETURN AIR - - - - - - - - - - - - BRANCH TAKE-OFF WITH FD FIRE DAMPER BALANCING DAMPER ALL SYMBOLS MAY NOT BE USED CODED NOTES 10 PROVIDE AND INSTALL NEW SPLIT DX FURNACE WITH COOLING COIL SEE SHEET M4 FOR ADDITIONAL UNIT INFORMATION. UNIT ® RETURN GRILLES TO BE MOUNTED ON SIDE-WALL 6" AFF. SHALL BE MOUNTED ABOVE CEILING WHERE SHOWN ON PLAN. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL STRUCTURAL BRACING REQUIRED TO SUPPORT FURNACE. UNIT SHALL BE PROVIDED WITH TWO SETS OF STANDARD FILTERS. CONTRACTOR 09 PROVIDE AND INSTALL A 6" ROUND WALL VENT WITH SCREEN AND DAMPER. MASTER FLOW MODEL fWVA6SD DATE: 10-07-19 TO REPLACE FILTERS PRIOR TO OPENING OF STORE. MOUNT UNIT WITH SPRING VIBRATION ISOLATION. FlELD COORDINATE EXACT LOCATION. 10 EF-1 COOK MODEL #GC-148 PROVIDE AND INSTALL A CEILING MOUNTED EXHAUST FAN COMPLETE WITH INTEGRAL BACK DRAFT DAMPER, SPEED CONTROL SCALE: SEE DRAWING 02 HVAC CONTRACTOR TO PROVIDE AND INSTALL NEW SPLIT DX AIR COOLED CONDENSING UNIT. SEE SHEET M4 FOR EXHAUST CAPACITY SHALL BE 70 CFM AT A PRESSURE UP TO 0.25" S.P. FAN SHALL BE 4OW, 120V., 1 PH., 60 HZ. ADDITIONAL UNIT INFORMATION. UNIT TO BE MOUNTED ON GROUND ON 4" CONCRETE PAD, PAD TO EXTEND 6" BEYOND TRANSITION FROM FAN DISCHARGE TO 6"0 DUCT AND EXTEND TO WALL VENT IN CHASES PROVIDED. COORDINATE LOCATION OF JOB19221 UNIT ON ALL SIDES. INSTALL WITH ALL MINIMUM CLEARANCES AS REQUIRED BY UNIT MANUFACTURER. FIELD CHASES WITH ARCHITECT. TERMINATE WITH WALL VENT. EXHAUST TO TERMINATE A MINIMUM OF 10'-0" FROM ANY FRESH AIR #� COORDINATE EXACT LOCATION AND REQUIREMENTS. INTAKE. ALL ROOF CUTTING, FLASHING, ETC. TO BE DONE BY THE ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE THE EXHAUST FAN SHALL BE WIRED TO OPERATE BY SWITCH. 03 EXTEND REFRIGERANT LINES FROM CONDENSING UNIT TO FURNACE COOLING COIL AND MAKE FINAL CONNECTIONS. 11 ff-2 COOK MODEL #GC-168 REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S REQUIREMENTS. HVAC CONTRACTOR TO PROVIDE INSULATION, PROVIDE AND INSTALL A CEILING MOUNTED EXHAUST FAN COMPLETE WITH INTEGRAL BACK DRAFT DAMPER, SPEED CONTROL VALVING, OIL TRAPS, DRYER, SIGHT GLASSES AND ACCESSORIES AS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. EXHAUST CAPACITY SHALL BE 140 CFM AT A PRESSURE UP TO 0.25" S.P. FAN SHALL BE 60W, 120V., 1 PH., 60 HZ. FIELD COORDINATE EXACT RUN OF LINES PRIOR TO STARTING WORK. TRANSITION FROM FAN DISCHARGE TO 7"0 DUCT AND EXTEND UP TO ROOF IN CHASES PROVIDED. COORDINATE LOCATION OF ® PROVIDE AND INSTALL AUXILIARY DRAIN PAN UNDER FURNACE MINIMUM DRAIN SIZE TO BE 3/4" CONDENSATE DRAIN TO BE CHASES WITH ARCHITECT. TERMINATE WITH FLASHING, BIRD SCREEN AND RAIN CAP. EXHAUST TO TERMINATE A MINIMUM OF TRAPPED WITH A TRAP DEPTH OF 1.5 X UNITS TOTAL STATIC PRESSURE (MINIMUM 4" DEEP). DRAIN SHALL EXTEND AT A 10'-0" FROM ANY FRESH AIR INTAKE ALL ROOF CUTTING, FLASHING, ETC. TO BE DONE BY THE ROOFING CONTRACTOR AT SLOPE OF 1" PER 40'. EXTEND DRAIN FROM FURNACE COOLING COIL AND DRAIN PAN TO NEAREST DRAIN WHERE LINE DOES THIS CONTRACTOR'S EXPENSE THE EXHAUST FAN SHALL BE WIRED TO OPERATE BY SWITCH. NOT BECOME A TRIPPING HAZARD OR INTERFERE WITH ANY TENANT OPERATIONS. HVAC CONTRACTOR TO PROVIDE 12 -3 COOK MODEL �tGC-186 CONDENSATE PUMP AS REQUIRED. FIELD COORDINATE WITH GENERAL CONTRACTOR. ff-PROVIDE AND INSTALL A CEILING MOUNTED EXHAUST FAN COMPLETE WITH INTEGRAL BACK DRAFT DAMPER, SPEED CONTROL EXHAUST CAPACITY SHALL BE 210 CFM AT A PRESSURE UP TO 0.25" S.P. FAN SHALL BE 100% 120V., 1 PH., 60 HZ. W O PROVIDE AND INSTALL PVC COMBUSTION AIR AND EXHAUST AIR VENTS FOR FURNACES. MUST BE RUN WITH LONG SWEEP TRANSITION FROM FAN DISCHARGE TO 8"0 DUCT AND EXTEND UP TO ROOF IN CHASES PROVIDED. COORDINATE LOCATION OF o ELBOWS. RUN VENTS THRU CHASES PROVIDED UP TO RDOF, TERMINATE WITH CONCENTRIC VENT TERMINATION PER FURNACE a MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION OF CHASES WITH ARCHITECT. SIZE VENTS PER MANUFACTURER'S CHASES WITH ARCHITECT. TERMINATE WITH FLASHING, BIRD SCREEN AND RAIN CAP. EXHAUST TO TERMINATE A MINIMUM OF RECOMMENDATIONS. TYPICAL OF ALL FURNACES. VENT TERMINATION TO BE MINIMUM OF 10'-0" FROM ANY OUTSIDE AIR 10'-0" FROM ANY FRESH AIR INTAKE ALL ROOF CUTTING, FLASHING, ETC. TO BE DONE BY THE ROOFING CONTRACTOR AT INTAKE. THIS CONTRACTOR'S EXPENSE. THE EXHAUST FAN SHALL BE WIRED TO OPERATE BY SWITCH. SHEET TITLE © PROVIDE AND INSTALL A 7 DAY PROGRAMMABLE THERMOSTAT WITH COOLING STAGES AND HEATING STAGES TO MATCH UNIT, 13 AUTO CHANGEOVER, OCCUPIED AND UNOCCUPIED MODES AND TEMPERATURE OVERRIDE WHILE OCCUPIED. MOUNT AT 4 FT. O EXHAUST FAN EXHAUST CONTINUED FROM FIRST FLOOR UP THROUGH ROOF. 1 ST FLOOR ABOVE FINISHED FLOOR WHERE SHOWN. COORDINATE EXACT LOCATIONS WITH OWNER. THERMOSTAT MUST BE FULLY Q COMPATIBLE WITH HVAC UNIT USED FOR PROJECT. COORDINATE TYPE WITH UNIT MANUFACTURER. 14 SEE DETAIL "A". HVAC PLAN OEF-1 COOK MODEL #GC-148 15 SEE DETAIL "D". PROVIDE AND INSTALL A CEILING MOUNTED EXHAUST FAN COMPLETE WITH INTEGRAL BACK DRAFT DAMPER, SPEED CONTROL EXHAUST CAPACITY SHALL BE 70 CFM AT A PRESSURE UP TO 0.25" S.P. FAN SHALL BE 4OW, 120V., 1 PH., 60 HZ. TRANSITION FROM FAN DISCHARGE TO 6"0 DUCT AND EXTEND UP TO ROOF IN CHASES PROVIDED. COORDINATE LOCATION OF CHASES WITH ARCHITECT. TERMINATE WITH FLASHING, BIRD SCREEN AND RAIN CAP. EXHAUST TO TERMINATE A MINIMUM OF N 10'-0" FROM ANY FRESH AIR INTAKE. ALL ROOF CUTTING, FLASHING, ETC. TO BE DONE BY THE ROOFING CONTRACTOR AT M 2 THIS CONTRACTOR'S EXPENSE. THE EXHAUST FAN SHALL BE WIRED TO OPERATE BY SWITCH. SHEET NO. a 3 0 RHO El Ll L.0 t4i x°7590'1 w CL 0) a) C:) ti c) qT 70 w —a m 0 0 0 w 0 0 ".E N Z_ 0 T_ FT Zo Z ca L) w CN 0 C) cu 0 cu m 5' Q SR-1 SR-1 i_0 6"0 0 10 /1 5wo L 75 — — — — — — 23 F1 A L r_rr_,_ 17 16*x J2" I ? IF G IF — - - — — — — — — — — — — FD=d. 8 123 4 6"0 8 14 < 119-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- w (8)si- 12 162 8" UP > 7100 o 0 0 59 14 8 147 210 U.) 4 5 4"0 (D 8 14 4W- L f v lul 4*0 SR-1 6"0 ao up o 0 61"001 I To II rg� k -�__ � % r---I — - - - - - - - - - -SR-1 - - - - - - - - - — — — — — — —— — — — — — — — — — — — — 14 RG— SELL r- - - - - — — — — — - -4 _ — 137 52 7"0 16"A 7"0 No 0% 01 ry 112 • I I 0 C:) 8*0 14"W 147 2ND FLOOR HVAC PLAN REVISIONS NO. DESCRIPTION DATE 1/4"=l - - - - - - - - - - - - - - —- - - - - - - - - - - - - - - - SEE SHEET M2 FOR CODED NOTES DATE: 10-07-19 SCALE: SEE DRAWING JOB #: 19221 LEGEND* NEW DUCTWORK sQ SMOKE DETECTOR HORN/STROBE 0 0 1 1 < (D@ THERMOSTAT/SENSOR CEILING SUPPLY AIR DIFFUSER xx—i AIR DEVICE TYPE Lo ??? CFM AMOUNT SHEET TITLE CEILING RETURN AIR GRILLE LD SUPPLY AIRFLOW 2ND FLOOR I Ld CEILING EXHAUST AIR GRILLE RETURN AIRFLOW HVAC PLAN o OA OUTSIDE AIR TURNING VANE SA SUPPLY AIR RA RETURN AIR BRANCH TAKE—OFF WITH FD FIRE DAMPIER cv BALANCING DAMPER M 3 o') ALL SYMBOLS MAY NOT BE USED SHEET NO. HVAC INDOOR UNIT SCHEDULE Y CONDENSER SCHEDULE COOLING COIL FURNACE FAN � Q�P. RHoo��- � MARK CFM FRESH AIR MANUFACT./ ENTER. TOTAL SENSE. MANUFACT./ GAS HEAT COMBUST. EXTERNAL Hp VOLTS/ MCA MOCP FILTERS WEIGHT REMARKS MARK MANUFACT./ NOMINAL REFRIG./ VOLTS/ MCA MOCP EER/SEER WEIGHT REMARKS a ,}� cc MODEL DB/WB MBH MBH MODEL INPUT OUTPUT EFFICIENCY STATIC PHASE LBS MODEL TONS LBS. PHASE LBS CARRIER 120 " CARRIER R-410A 208 230 m ✓ �' FURN-1 800 30 CFM CARRIER 80•/67• 23.0 17.0 60 MBH 58 MBH 96.3 0.5 1/2 10.9 15 1 FLAT 197 ACCO-1 2 14.3 25 -/14.5 107 �� CNPHP2417 59TN6AO60-14 10 24ABB324 3.15 10 Fa 07s901 �$ W CARRIER •/ CARRIER / 120 10.9 15 1"FLAT 221 ACCU-2 CARRIER 3 R-410A 208/2 A° P� f1 a) rn FURN-2 1200 45 CFM 80 67 34.7 27.4 80 MBH 78 MBH 96.2% 0.5 1/2 18.1 30 - 13.5 141 CNPVP3617 59TN6AO80-16 1� 24ABB336 5.42 10 / _� ' N oM N CnN -0 d' �r c W -0 M o N U W0 o � Z_ m O NOTES: O .1-1 YCD 1. ALL COOLING CAPACITIES SHOWN ARE BASED ON AN AMBIENT OUTDOOR TEMPERATURE OF 95'17. W W c m 2. PROVIDE WITH 1" FLAT FILTER AND FLAT RACK AS PROVIDED BY MANUFACTURER. N v o 3. CONTRACTOR SHALL INSTALL ALL NEW FILTERS PRIOR TO TEST AND BALANCE WORK. C o '2 a- 4. 4. ALL COMPRESSORS SHALL HAVE 5 YEAR WARRANTIES SERVICED BY INSTALLING CONTRACTOR, ALL HEAT EXCHANGERS TO HAVE A 10 YR WARRANTY. CU ti m 0- LLJ 5. ALL CAPACITIES LISTED ARE MINIMUM REQUIRED QUANTITIES. 6. PROVIDE LOW AMBIENT COOLING CAPABILITY DOWN TO OF. 7. PROVIDE 7 DAY DIGITAL PROGRAMMABLE THERMOSTAT WITH COOLING STAGES AND HEATING STAGES TO MATCH UNIT, AUTO CHANGEOVER, OCCUPIED/UNOCCUPIED MODE AND TEMPERATURE OVERRIDE WHILE OCCUPIED. 8. CONTRACTOR TO FIELD VERIFY VOLTAGE AND PHASE WITH ELECTRICAL CONTRACTOR PRIOR TO ORDERING UNIT. VANES PRE-ASSEMBLED ON RUNNER PLATES USE GALVANIZED VANES FOR GALVANIZED EXHAUST FAN SCHEDULE OR ALUMINUM DUCTS QDETAIL NOTES: PLATE SAME GAUGE AS DUCT OCb MARK MANUFACT./ AREA SERVED CFM E.S.P. WATTS VOLTS/ WEIGHT REMARKS GENERAL NOTES 1. INSTALL LOW SIDEWALL MODEL PHASE LBS a) W 1. HVAC EQUIPMENT FOR THIS PROJECT HAVE BEEN SIZED PER DESIGN ENGINEER'S CALCULATIONS MEETING -4- RETURN GRILLE COOK 120 EF-1 GC-148 RESTROOM 70 0.2 29.5 10 12 U ALL CODE REQUIREMENTS. 2. OPEN AIR CAVITY BETWEEN STUDS. COORDINATE WITH E.C. AND G.C. TO � sIr COOK 1202. CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND ALL OTHER TRADES. ALL ENSURE NO WIRING RUNS TH . THIS AREA. EF-2 GC-168 RESTROOM 140 0.2" 50.2 112 REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE DESIGNED INTO THE L�STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TOA 3 3. RETURN DUCT. PROVIDE 1/2" INSULATION EF-3 GC-0186OM 210 0.2" 92.6 13 MINIMUM. ALL ROOF CUTTING, FLASHING, ETC. WILL BE DONE BY THE ROOFING CONTRACTOR AT THIS INTERNALLY TO REDUCE UNIT SOUND LEVEL.CONTRACTOR'S EXPENSE. COORDINATE ROOF PENETRATIONS WITH GENERAL CONTRACTOR. THIS 2 NOTESCONTRACTOR MUST HIRE A STRUCTURAL ENGINEER TO DESIGN STRUCTURAL ROOFTOP UNIT SUPPORT 4. CEILING CAVITY. 1. UNIT TO BE MOUNTED IN CEILING.SYSTEM AS REQUIRED. CONTRACTOR MUST INCLUDE ALL ASSOCIATED COSTS IN THEIR BID. 1 2. UNIT SHALL INCLUDE INTEGRAL BACKDRAFT DAMPER SPEED CONTROL AND 3 1 4" Cn5. EXTEND RETURN DUCT HIGH TO WALL, / ALUMINUM GRILL V J 3. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT 6 EXPOSING IT TO THE SAME OPEN AIR 3. UNIT SHALL BE A BACKWARD INCLINED NON-OVERLOADING FAN WHEEL W WITH ANY DRAINS, JOINTS, VENTS, PIPING, EQUIPMENT, ETC. CAVITIES. PROVIDE SEALED BARRIER AT 4. TRANSITION FROM FAN DISCHARGE TO DUCT SIZE SHOWN ON PLAN 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL WARRANTIES ON EQUIPMENT WHICH THIS DRYWALL 5. TERMINATE WITH FLASHING, BIRD SCREEN AND RAIN CAP. [).00 Z CONTRACTOR INSTALLS. FLOOR 6. EXHAUST TERMINATION SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ANY 6. RETURN GRILLE TO BE INSTALLED 6" AFF. DUCT SIZE OVER 24"X24" DUCT SIZE 24"X24" OR UNDER OUTSIDE AIR INTAKE. 5. ALL EXHAUST FANS OR PLUMBING VENTS SHALL BE A MINIMUM OF 10' (OR AS LOCAL CODE REQUIRES) SQ. ELBOW WITH TYPE "A" SQ. ELBOW WITH TYPE "B" `•J t- FROM ANY OUTSIDE AIR INTAKE. A RETURN DUCT WALL DETAIL DOUBLE THICKNESS VANES DOUBLE THICKNESS VANES J z 6. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. N.T.S. TURNING VANE DETAIL W ALL DUCTWORK TO BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET STEEL IN B CONTINENTAL A I R DISTRIBUTION DEVICES _ 7. A N.T.S. • ACCORDANCE WITH SMACNA 2" PRESSURE CLASS DUCT CONSTRUCTION STANDARDS. ALL DUCTWORK NOTES : 1. SYMBOL KEY - FIRST LETTER: S-SUPPLY R-RETURN E-EXHAUST 4. FINISH- AND INSULATION SHALL BE FABRICATED AND INSTALLED ACCORDING TO THE MOST RECENT PUBLISHED SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE "A" WHITE BAKED ENAMEL O O ASHRAE AND SMACNA STANDARDS, LOCAL CODE REQUIREMENTS AND RECOGNIZED INDUSTRY PRACTICE 2. PROVIDE DIRECTIONAL BLOW FOR OTHER THAN 4-WAY AS SHOWN "B" G.C. TO FIELD PAINT TO MATCH ARCHITECT'S SPECIFICATIONFOR ACHIEVING AIR TIGHT (5% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE) SYSTEMS, WITH DIRECTIONAL ARROWS. 5. BORDER STYLE- O CAPABLE OF PERFORMING EACH INDICATED SERVICE. FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, "A" SURFACE MOUNTED Cu CONNECTIONS TO AIR TERMINALS AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING 3. DAMPERS SHALL BE OPERABLE FROM FACE "B" LAY IN FRAME FOR T-BAR CEILING. SYSTEM. ALL DUCT LINER TRANSVERSE A" OPPOSED BLADE EDGES TO BE COATED W FLANGED AND GASKETED JOINT OR DUCT CONNECTION "B" RADIAL OPPOSED BLADE 8. CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND ALL OTHER TRADES BEFORE / AND REINFORCEMENT IN ACCORDANCE W SMACNA 2" "c" RUSKIN CFD OR CFDR FIRE DAMPER W/ VOLUME CONTROL ADHESIVE IN ACCORDANCE W/ / FABRICATING DUCTWORK. SMACNA STANDARDS W.G. CLASS, SEAL NON-GASKETED TRANS- VERSE MOUNTING MATERIAL ACCESSORIES (Np,) JOINTS IN ACCORDANCE W/ SMACNA CLASS "B" SYMBOL CATALOG # SIZE - - FLOOR STEEL ALUM. FINISH DPR. BSTRYDLER REMARKS 9. ALL SUPPLY AND RETURN RECTANGULAR DUCT SHALL BE INSULATED WITH R-6 LINED INSULATION (Np,) A GRI DPR. UNLESS OTHERWISE NOTED. ALL SUPPLY ROUND DUCT SHALL BE INSULATED WITH R-6 FOIL FACED SR-1 21 8"x4" • • B A A INSULATION EXCEPT EXPOSED DUCT. EXPOSED DUCT SHALL BE INTERNALLY INSULATED (R-6) SPIRAL ALL DUCTWORK INSTALLED OUTSIDE OF BUILDING ENVELOPE INSULATION SHALL BE INSULATED WITH R-8 - - -" SR-2 21 8"x6" B A A REVISIONS FOIL FACED INSULATION. ALL FRESH AIR DUCTWORK SHALL BE INSULATED WITH R-8 FOIL FACED • • B A INSULATION. SR-3 28 2.25"x10" A 10. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. MAIN DUCT AIR SR-4 28 6"x10" • • B A A N0. DESCRIPTION DATE "Fmnw SR-5 28 6"x12" • • B A A 11. ALL RECTANGULAR ELBOWS GREATER THAN 144 SQUARE INCHES SHALL HAVE DOUBLE THICKNESS 1" ACOUSTICAL LINING TURNING VANES. MIN. R5 RATING -� SR-6 28 2.25"x12" • • B A A SR-7 28 6"x6" • • B A A 12. CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH UGH11NG LAYOUTS AS REQUIRED. SR-8 21 6"x4" • • B A A CONICAL OR BELLMOUTH SPIN- 1%3. ALL DIFFUSER AND SUPPLY GRILLES SHALL HAVE MEANS FOR AIR BALANCING. TAPE DOWN EXTERNAL IN FITTING, SEAL AIRTIGHT W/ RG-1 BG21 12"X4" • • B A A INSULATION MASTIC RG-2 BG21 12"X6" • • B A A 14. ALL ITEMS PROJECTING THROUGH ROOF SHALL BE FLASHED THROUGH CURBS OR PIPE SEALS A MINIMUM RG-3 BG21 14"x8" • • B A A OF 12 ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE SUPPLIED BY THE GENERAL FASTEN W/ MIN. (3) SHT. VOLUME DAMPER LOCATION • CONTRACTOR AND INSTALLED BY THE ROOFING CONTRACTOR AT THIS CONTRACTORS EXPENSE. INSURE MTL SCREWS, SEAL W/ WHERE ABOVE LAY-IN CEILING. RG-4 BG21 12"X8" • B A A THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRA11ONS DUCT TAPE AND MASTIC PROVIDE W EXTENDED SHAFT, • • REQUIRED. / RG-5 BG21 14 X6 B A A HANDLE AND COLLAR 1:i. EACH HEATING AND COOLING ZONE SHALL BE CONTROLLED BY A 7 DAY DIGITAL THERMOSTAT WITH 57 ROUND RIGID DUCT NOT ALL AIR DEVICES MAY BE USED DEADBAND AND HAVE SETPOINT OVERLAP RESTRICTIONS. THERMOSTATS & SENSORS SHALL BE LOCATED GENERALLY AS SHOWN ON PLAN. EXACT LOCATIONS SHALL BE FIELD COORDINATED WITH TENANT'S 1" WRAPPED INSULATION DATE: 10-07-19 CONSTRUC11ON MANAGER TO AVOID INTERFERENCE WITH WALL MOUNTED WORK. MIN. R5 RATING Ventilation Schedule 16. CONTRACTOR SHALL FOLLOW ALL APPLICABLE STATE AND LOCAL CODES AND OBTAIN ALL PERMITS INA Ventilation AEG# 19221 SCALE: SEE DRAWING TIMELY FASHION AS TO NOT DELAY THE JOB. TYPICAL ROUND DUCT TA KE-O F F D ETA I L Lauback C Occupant CFM Area Air Total space Zone Air Tiotal JOB 19221 1 i. HVAC CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID, TO CONFIRM FIELD CONDITIONS FOR DUCTWORK N.T.S. SQ.FT. Load/ No of /Person Total CFM Flow/SQ FT Total vent CFM Effectiveness Required RUNS. FIELD VERIFY THE CEILING HEIGHTS. TRANSITION DUCTWORK AS REQUIRED TO RUN DUCT HIGH AS Rm No Room Name (Az) 1000(Pz) People (Rp) People (Ra) Area AF (Vbz) (Ez) CFM(Voz) POSSIBLE. Bedroom 1 166 10 1 5 5 0.06 10 15 0.8 15 1 EI. HVAC CONTRACTOR SHALL HAVE AN AIR AND/OR HYDRONIC SYSTEM BALANCE PERFORMED. TESTING, Bedroom 2 157 10 1 5 5 0.06 9 14 0.8 15 ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS Bedroom 3 136 10 1 5 5 0.06 8 13 0.8 15 CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL Owner's Suite 245 10 2 5 10 0.06 15 25 0.8 30 BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE REVIEWED QDETAIL NOTES: OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST CEILING Total Required 5 75 RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR. 1. INSTALL LOW SIDEWALL Total Air Provided ? 19. COMMISSIONING: RETURN GRILLE A. FURNISH HVAC AS-BUILT DRAWINGS TO OWNER WITHIN 90 DAYS OF SYSTEM ACCEPTANCE. 2. OPEN AIR CAVITY BETWEEN STUDS. Exhaust Rate Schedule B. FURNISH 0&M MANUALS FOR HVAC SYSTEMS TO OWNER WITHIN 90 DAYS OF SYSTEM ACCEPTANCE. COORDINATE WITH E.C. AND G.C. TO C. FURNISH AN AIR AND/OR HYDRONIC SYSTEM BALANCING REPORT FOR HVAC SYSTEMS TO OWNER 2 ENSURE NO WIRING RUNS THRU THIS AREA. Exhaust Total# Exhaust Total o WITHIN 90 DAYS OF SYSTEM ACCEPTANCE. D. FURNISH REPORT SHOWING HVAC CONTROL SYSTEM HAS BEEN TESTED TO ENSURE PROPER 1Total# Rate per Shower Rate per Required OPERATION, CALIBRATION AND ADJUSTMENT OF CONTROLS TO OWNER WITHIN 90 DAYS OF SYSTEM 3. RETURN DUCT. PROVIDE NI INSULATION URm No Room Name Toilets Toilet Heads Urinal CFM Ventilation and Exhaust Rates per ACCEPTANCE. 6 INTERNALLY TO REDUCE UNIT SOUND LEVEL Restroom 1 1 70 1 70 140 Table 403.3 of the 2012 International N4 4. FLOOR CAVITY. Restroom 2 1 70 70 70 Mechanical Code SHEET TITLE FLOOR 5. EXTEND RETURN DUCT, EXPOSING IT TO Restroom 3 1 70 70 70 Vbz= (Rp x Pz) + (Ra x Az) HVAC DETAILS -4- 5 THE SAME OPEN AIR CAVITIES. PROVIDE Restroom 4 1 70 1 70 70 Voz=Vbz/Ez SEALED BARRIER AT DRYWALL Restroom 5 1 70 1 70 140 AND SCHEDULES 3 6. RETURN GRILLE TO BE INSTALLED 6" AFF. Owner's Bath 1 70 2 70 210 Total Restroom Exhaust Required 700 &N-.TTETURN DUCT WALL DETAIL Total Restroom Exhaust Provided ? ND M4 .S. SHEET NO. a 3 0 9 o Usi D LEGEND* EX CW- EXISTING COLD WATER 8 ® FLOOR DRAIN W COLD WATER FLOOR SINK - EX HW- EXISTING HOT WATER ® ® � - —HW 140'F HOT WATER C DROP - - - — HWR— HOT WATER RETURN 6i BALL VALVE Fo 075g01 W .� - - - - — —FW— FILTERED WATER '°� P� (D ❑ GATE VALVE ��ESS10�. a) o � ca EX SAN- EXISTING SANITARY _ - '"I C� `- - - - - —N*— BALANCE VALVEI - - - SAN— SANITARY N 'V v- 4 o -------R SAN- GREASE SANITARY � VENT THRU ROOF Z 0 ap O � � 1�@ -V- SANITARY VENT - _ c - - EX G- EXISTING GAS Z i� 2 - - —G GAS W w c m oc� o ti@ * AIL SYMBOLS MAY NOT BE USED t1s tb d W -cW w FRi 0 (1) w SA I I ° I V LLQ Lo O 14 �o U U U U 0 IJ G� IJ G� • � �--- r IR N i Cn Cn 2 FURN-2 W O1880 MBH z 173 n C ; r , v ,E j j LOWER PLUMBING PLAN _ — CODED NOTES 1/4"=1$—off 10 EXTEND AND CONNECT TO DOMESTIC COLD WATER UNE AT 5'-0" FROM BUILDING. ROUTE COLD WATER UNE UP IN WALL TO MECHANICAL O O ROOM, IN LOWER LEVEL CEILING. COORDINATE LOCATIONS AND ROUTING VVITH G.C., SITE CONTRACTOR, AND WELL. CONTRACTOR. FIELD VERIFY O EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. O2 EXTEND DOMESTIC COLD WATER LINES AND CONNECT TO WELL EQUIPMENT. WELL EQUIPMENT PROVIDED AND INSTALLED BY WELL CONTRACTOR. J I WELL EQUIPMENT INCLUDES BUT NOT LIMITED TO BLADDER PRESSURE TANK, WELL PRESSURE SWITCH, PRESSURE GAUGE, OVERPRESSURE RELIEF GENERAL NOTES PLUMBING FIXTURE SCHEDULE* VALVE. COORDINATE LOCATIONS AND REQUIREMENTS WITH G.C. AND WELL. CONTRACTOR. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. 1. ALL CRITICAL DIMENSIONS, PLUMBING, MECHANICALS, LOCATIONS, AND SPECIFICATIONS SHOWN ON THE DRAWING FOR THE CONVENIENCE OF THE AQ WATER CLOSET - AMERICAN STANDARD MODEL #2467.100, FLOOR MOUNT, VITREOUS CHINA, O3 PROVIDE AND INSTALL WATER HEATER IN THIS VICINITY. INSTALL AS REQUIRED BY CODE AND PER MANUFACTURER RECOMMENDATIONS. PROVIDE CUSTOMER, SHOULD BE CHECKED AND VERIFIED BY THE ARCHITECT, OWNER AND/OR CONTRACTOR. VERIFY EXACT LOCATIONS, ELEVATIONS AND ELONGATED, 1.1 GPF, TANK TYPE, MEETS ADA AND ANSI GUIDELINES FOR PEOPLE WITH DISABIUTIES. MANUFACTURER RECOMMENDATIONS. EXTEND VENT AND INSTALL WITH PVC COMBUSTION AIR AND EXHAUST VENTS SIZED AND INSTALLED PER MANUFA CHARACTERISTICS OF UTILITIES AND PIPING BEFORE COMMENCEMENT OF WORK, AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. THE SEAT: BEMIS MODEL #190OSS, HEAVY DUTY PLASTIC, WITH COVER. ONES AND TERMINATE THOU ROOF. COORDINATE LOCATIONS AND REQUIREMENTS INSTALLED NTH G.C. AND FA FIELD VERIFY EXACT LOCATIONS, PLUMBING CONTRACTOR SHALL APPLY FOR ALL NECESSARY PERMITS AND SHAM SOLICIT INSPECTIONS AND APPROVALS AS REQUIRED. CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. REFER TO WATER HEATER DETAIL FOR MORE INFORMATION. L& LAVATORY - AMERICAN STANDARD MODEL #0643.008, COUNTER MOUNT, VITREOUS CHINA, MEETS ADA 2. PLUMBING CONTRACTOR TO FURNISH ALL CONDENSATE DRAINS AND INDIRECT WASTE LINES REQUIRED FOR REFRIGERATION AND OTHER EQUIPMENT. AND ANSI GUIDELINES FOR PEOPLE WITH DISABILITIES. FAUCET: AMERICAN STANDARD MODEL REVISIONS ® PROVIDE AND INSTALL NEW PEX MANIFOLD IN THIS VICINITY. MANIFOLD SHALL HAVE SHUTOFF VALVES FCIt EACH FIXTURE AND EACH SHUTOFF 7105.801, GOOSENECK SPOUT, LEVER HANDLES, 1.2 GPM. 3. PLUMBING CONTRACTOR TO VERIFY ALL DIMENSIONS PER ARCHITECTURAL DRAWINGS, PROCURE ALL PERMITS, PREPARE STACK DIAGRAMS, ETC. (IF VALVE SHALL BE LABELED WITH THE FIXTURE SERVED AND THE FIXTURE'S LOCATION. EXTEND PEX WATER LINES FROM MANIFOLD TO FIXTURES NO. DESCRIPTION DATE REQUIRED) AND SOLICIT INSPECTIONS AND APPROVALS AS REQUIRED. LAV2 LAVATORY - AMERICAN STANDARD MODEL #9024.008EC, WALL MOUNT, VITREOUS CHINA, MEETS ADA AND EQUIPMENT AS REQUIRED. COORDINATE LOCATION WITH G.C. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE AND ANSI GUIDELINES FOR PEOPLE WITH DISABILITIES. FAUCET: AMERICAN STANDARD MODEL STARTING WORK. SEE PEX MANIFOLD SCHEDULE FOR MORE INFORMATION. 4. WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE DESIGNER AND COMPANY CANNOT GUARANTEE #7105.801, GOOSENECK SPOUT, LEVER HANDLES, 1.2 GPM. AGAINST ERROR OR UNFORESEEN FIELD CONDITIONS. THE CONTRACTOR OR BUILDER MUST CHECK ALL DIMENSIONS AND DETAILS AND REPORT ANY O PROVIDE AND INSTALL WATTS 011l ASSE 1070 LISTED, THERMOSTATIC MIXING VALVE IN AN ACCESSIBLE LOCATION FOR TUB FILLER. INSTALL DISCREPANCIES. BATHTUB - KOHLER MODEL #K-21000-P5. FREESTANDING, ENAMELED CAST IRON, WHITE INTERIOR, AS REQUIRED BY CODE AND PER MANUFACTURER RECOMMENDATIONS. PROVIDE AND INSTALL WITH ACCESS PANEL AS REQUIRED. FIELD VERIFY IRON BLACK EXTERIOR. FAUCET: KOHLER MODEL #K-T97344-4, FLOOR MOUNT BATH FILLER WITH EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. 5. PLUMBING CONTRACTOR MUST CHECK EQUIPMENT NOT IN CONTRACT SO THAT THE SERVICE REQUIREMENTS ARE CORRECTLY TYPED, ADEQUATELY SIZED HANDHELD SHOWER. ACCESSORIES: KOHLER #K-204 BALL AND CLAW FEET, #K-7159 BATH DRAIN, AIND ROUGHED-IN PROPERLY SO AS TO MINIMIZE THE AMOUNT OF MATERIALS AND FITTINGS NEEDED FOR FINAL HOOK-UP RESULTING IN A NEAT AND #K-97339 UNIVERSAL FAUCET MOUNT © INSTALL NEW DISHWASHER IN THIS VICINITY. INSTALL AS REQUIRED BY CODE AND PER MANUFACTURER RECOMMENDATIONS. EXTEND DRAIN LINE ORDERLY LOOKING INSTALLATION. AND CONNECT TO GARBAGE DISPOSAL DISHWASHER CONNECTION OR SINK TAIL PIECE. DRAIN UNE TO BE SECURELY FASTENED TO UNDER SIDE SHOWER - COORDINATE TILE SHOWER WITH G.C. BEFORE BID. TRIM: AMERICAN STANDARD MODEL OF COUNTER. COORDINATE LOCATIONS AND REQUIREMENTS WITH G.C. AND E.C. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND 6. ALL SERVICES SHOWN WITH SYMBOLS CENTERED ON FACE OF WALL SHOULD BE BROUGHT TO THAT POINT CONCEALED IN WALL AND STUBBED OUT OF #TU385501, SHOWER TRIM, 2.5 GPM AND #RU101 SS, VALVE BODY, SCREWDRIVER STOPS, ASSE 1016. REQUIREMENTS BEFORE STARLING WORK. WALL CENTERED AT HEIGHT SHOWN BY ENGINEERED DRAWINGS. DO NOT STUB OUT FLOOR AND RUN EXPOSED UP FACE OF WALL SET VALVE TO 1207 TEMPERATURE MAXIMUM. O PROVIDE AND INSTALL NEW GARBAGE DISPOSAL ON SINK. INSTALL AS REQUIRED BY CODE AND PER MANUFACTURER RECOMMENDATIONS. 7. ALL SERVICES SHOWN WITH SYMBOLS AWAY FROM ANY WALL OR COLUMN SHOULD BE STUBBED OUT OF FLOOR TO A MAXIMUM OVERALL HEIGHT AS KITCHEN SINK - AMERICAN STANDARD MODEL #18DB.9332211.075, UNDER COUNTER MOUNT, STAINLESS DISHWASHER TO DRAIN THRU GARBAGE DISPOSAL COORDINATE LOCATIONS AND REQUIREMENTS WITH G.C. AND E.C. FIELD VERIFY EXACT SHOWN BY ENGINEERED DRAWINGS. STEEL, DOUBLE BOWL, MEETS ADA AND ANSI GUIDELINE FOR PEOPLE WITH DISABILITIES. FAUCET: LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. AMERICAN STANDARD MODEL #7074.551, GOOSENECK SPOUT, LEVER HANDLES, SIDE SPRAY, 1.5 GPM. 8 8. UNLESS OTHERWISE NOTED ALL LABOR, FAUCETS, TRAPS, STOPS, GATE VALVES, GAS COCKS, WATER HAMMER ARRESTERS, WALL CLEANOUTS, CLEANOUT Q EXTEND AND CONNECT TO NEW SANITARY SERVICE AT 5'-0" FROM BUILDING. COORDINATE LOCATIONS AND ROUTING WITH G.C. AND SITE COVERS, FLEX CONNECTIONS, SHUT-OFF VALVES, INDIRECT WASTE TO AN APPROVED RECEPTOR AND ALL NECESSARY TRIM FOR A COMPLETELY J16L DISHWASHER - PROVIDED BY G.C. AND INSTALLED BY THIS CONTRACTOR. CONTRACTOR. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, INVERT, AND REQUIREMENTS BEFORE STARTING WORK. INISTAI I ED & CONNECTED PLUMBING SYSTEM AND AS NECESSARY TO COMPLY WITH ALL CODES, INCLUDING ALL INTERCONNECTIONS, TO BE FURNISHED QPROVIDE AND INSTALL NEW VENT THRU ROOF IN THIS VICINITY. ROOF PENETRATION AND SEALING BY ROOFING CONTRACTOR. COORDINATE AND INSTALLED BY PLUMBING CONTRACTOR. �Q GARBAGE DISPOSAL - INSINKERATOR "BADGER 5", 1/2HP, 120V, GARBAGE DISPOSAL WITH DATE: 10-07-19 DISHWASHER CONNECTION AND CORD. LOCATIONS WITH G.C. AND ROOFING CONTRACTOR. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. 9. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE SEE SANITARY ISOMETRIC FOR SIZE. STATE'S, COUNTY'S, CITYS, AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER UTILITY SINK - MUSTEE MODEL #25, COUNTER MOUNT, MOLDED BASIN. FAUCET: AMERICAN STANDARD SCALE: SEE DRAWING APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND MODEL #6540.188, GOOSENECK SPOUT WRIST BLADE HANDLES, 1.5 GPM. 10 EXTEND SANITARY VENT LINE UP IN WALL TO COUNG SPACE ABOVE. COORDINATE LOCATIONS AND ROUTING WITH G.C. FIELD VERIFY EXACT REGULATIONS. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. JOB #: 19221 JR WASHER BOX - SIOUX CHIEF "OX BOX" WASHER SUPPLY BOX. 11 EXTEND SANITARY UNE DOWN IN WALL TO FLOOR BELOW. COORDINATE LOCATIONS AND ROUTING WITH G.C. FIELD VERIFY EXACT LOCATIONS, 10. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 ® 75 F) SNAP-ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE ICE MAKER BOX - SIOUX CHIEF "OX BOX" ICE MAKER SUPPLY BOX. CONDITIONS, AND REQUIREMENTS BEFORE TARTING WORK. JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER: MANVILLE MICRO-LOK. HOSE BIB - WOODFORD MODEL #25, AUTOMATIC DRAINING FREEZLESS HOSE BIB, ASSE 1019-B, ASSE O PROVIDE AND INSTALL ZURN #21072, ASSE 1072, BARRIER TRAP SEAL DEVICE FOR THIS DRAIN AND AS REQUIRED BY CODE INSTALL AS 11. AILL WATER HEATERS WITHOUT INTEGRAL HEAT TRAPS SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND DISCHARGE LINES CONNECTED TO 1011 VACUUM BREAKER. REQUIRED BY CODE AND PER MANUFACTURERS RECOMMENDATIONS. WATER HEATER. -WH WATER HEATER - A.0 SMITH MODEL #GDHE-75(LP), 75 GALLON, 100 MBH, PROPANE, 96X EFFICIENCY, 13 EXTEND AND CONNECT TO GAS PIPING/REGULATOR AT POINT OF DELIVERY FROM PROPANE COMPANY. COORDINATE LOCATIONS AND 12. AILL WATER AND INTERIOR CONDENSATE PIPING THAT IS RUN IN EXTERIOR WALLS TO BE RUN ON INTERIOR SIDE OF WALL INSULATION. FIELD COORDINATE. 129 GPH ® 90F TEMPERATURE RISE. REQUIREMENTS WITH G.C. AND PROPANE COMPANY. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. 13. TT=RMINATE ALL VENT AND FLUE OUTLETS AT 10'-0" MIN. FROM ANY FRESH AIR INTAKES OR PER LOCAL JURISDICTION. ESQ FLOOR CLEANOUT - ZURN MODEL #ZN1400-HD, DURA COATED CAST IRON BODY, EXTRA HEAVY DUTY 14 PROVIDE AND INSTALL NEW GAS MANIFOLD, WITH 6" MIN. DIRT LEG AND MAIN SHUTOFF VALVE, IN THIS VICINITY. PROVIDE AND INSTALL STUBS NICKEL BRONZE TOP, ABS CLEANOUT PLUG, POST POUR ADJUSTMENT. OFF MANIFOLD, WITH SHUTOFF VALVES, FOR CSST LINE TO EQUIPMENT. SHUTOFF VALVES SHALL BE LABELED WITH EQUIPMENT SERVED AND 14. INSTALL ALL PLUMBING TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. NO WATER OR DRAIN LINES EQUIPMENTS LOCATION. CAP END OF MANIFOLD FOR FUTURE EXTENSION OF MANIFOLD. INSTALL MANIFOLD AS REQUIRED BY CODE. COORDINATE PI=RMITTED OVER OR UNDER ELECTRICAL PANELS. MQ WALL CLEANOUT -ZURN MODEL #Z1446, DURA COATED CAST IRON BODY, ABS CLEANOUT PLUG, LOCATIONS AND REQUIREMENTS WITH G.C. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. ROUND STAINLESS STEEL ACCESS COVER. w15. R1=CORD ON AS-BUILT DRAWINGS, ALL SIZES, LOCATIONS. INVERTS AND MATERIALS OF EXISTING PIPES THAT ARE ENCOUNTERED AND NEW PIPES 15 EXTEND CSST GAS UNE FROM GAS RANGE AND CONNECT TO GAS MANIFOLD. PROVIDE AND INSTALL MIN. 6" DIRT LEG, UNION, AND SHUTOFF INSTALLED DURING THE COURSE OF THE PROJECT. DELIVER AS-BUILTS TO CONSTRUCTION MANAGER AT THE END OF THE PROJECT. 0 CLEANOUT -ZURN MODEL #CO2490, PVC OR ABS CLEANOUT PLUG. VALVE AT CONNECTION TO GAS RANGE COORDINATE LOCATIONS AND ROUTING WITH G.C. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. U 16. UI? ., FD-ON COMPLETION OF JOB, INSPECT ALL EXPOSED PORTIONS OF THE PLUMBING INSTALLATIONS AND COMPLETELY REMOVE ALL EXPOSED LABELS, SOILFLOOR DRAIN - ZURN MODEL #ZN415-B, DURA COATED CAST IRON BODY, LIGHT DUTY NICKEL MARKINGS, AND FOREIGN MATERIAL EXCEPT PRODUCT LABELS AND THOSE REQUIRED BY LAW AND LOCAL CODES. BRONZE TYPE B STRAINER, POST POUR ADJUSTMENT. 16 EXTEND CST GAS UNE FROM GAS FIREPLACE AND CONNECT TO GAS MANIFOLD. PROVIDE AND INSTALL MIN. 6" DIRT LEG, UNION, AND SHEET TITLE SHUTOFF VALVE AT CONNECTION TO GAS FIREPLACE COORDINATE LOCATIONS AND ROUTING WITH G.C. FIELD VERIFY EXACT LOCATIONS, 17. VERIFY ALL EQUIPMENT AND APPLIANCE CONNECTION SIZES PRIOR TO MAKING FINAL CONNECTION. AS REQUIRED, REDUCE BRANCH PIPE SIZING JUST WHAWATER HAMMER ARRESTOR - SIOUX CHIEF ASSE 1010 LISTED WATER HAMMER ARRESTORS. SIZE AS CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. to PRIOR TO CONNECTION TO UNIT, TO MATCH EQUIPMENT CONNECTION SIZES. RECOMMENDED BY MANUFACTURER. PROVIDE AND INSTALL AS REQUIRED BY CODE TO PREVENT WATER HAMMER. 17 EXTEND CST GAS UNE FROM GAS WATER HEATER AND CONNECT TO GAS MANIFOLD. PROVIDE AND INSTALL MIN. 6" DIRT LEG, UNION, AND LOWER 18. POTABLE THE PPE SYSTEM SHALL BEDISINFECTED FLUSHED NTHLOCAL CLEAN, POTABLE WATER UNTILNO REQUIREMENTS OR DIRTY WATER DOES NOTA PEAR AT THE POINTS OF SEE BELOW FOR DISINFECTION STEPS: BQ RANGE - PROVIDED AND INSTALLED BY G.C. GAS CONNECTION BY THIS CONTRACTOR. 100 MBH CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK.COORDINATE LOCATIONS AND ROUTING WITH G.C. FIELD VERIFY EXACT LOCATIONS, PLUMBING IB. THE SYSTEM OR PART THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING AT LEAST 50 PARTS PER MILLION OF CHLORINE, MAXIMUM. PLAN AND THE SYSTEM OR PART THEREOF SHALL BE VALVED OFF AND ALLOWED TO STAND FOR 24 HOURS; OR THE SYSTEM OR PART THEREOF SHALL 18 EXTEND CSST GAS UNE FROM GAS FURNACE AND CONNECT TO GAS MANIFOLD. PROVIDE AND INSTALL MIN. 6" DIRT LEG, UNION, AND SHUTOFF BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING AT LEAST 200 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS. Ee FIREPLACE - PROVIDED AND INSTALLED BY G.C. GAS CONNECTION BY THIS CONTRACTOR. 100 MBH VALVE AT CONNECTION TO GAS FURNACE COORDINATE LOCATIONS AND ROUTING NTH G.C. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND + ° C. FOLLOWING THE REQUIRED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL THE CHLORINE IS PURGED FROM THE MAXIMUM. REQUIREMENTS BEFORE STARTING WORK. i D. THE PROCEDURE SHALL BE REPEATED WHERE SHOWN BY A BACTERIOLOGICAL EXAMINATION THAT CONTAMINATION REMAINS PRESENT IN THE SYSTEM. SEWAGE PUMP - LIBERTY PUMPS MODEL x'382-LE41, 63 GPM ® 14 FT THD, 24" X 24"0 19 PROVIDE AND INSTALL NEW SEWAGE PUMP IN THIS VICINITY. INSTALL AS REQUIRED CODE AND PER MANUFACTURER RECOMMENDATIONS. AN POLYETHYLENE BASIN AND COVER, CAST IRON BODY PUMP, PIGGY BACK FLOAT SWITCH, 4/10HP, 115V, COORDINATE LOCATIONS AND REQUIREMENTS WTH G.C. AND ELECTRICAL CONTRACTOR. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND 12FLA, 2" SOLIDS HANDLING. PROVIDE AND INSTALL WITH EXTENSIONS AS REQUIRED. REQUIREMENTS BEFORE STARTING WORK. SHEET NO. *OR APPROVED EQUAL ©0 CAP SANITARY LINE BELOW SLAB AND SANITARY VENT AND WATER LINES ABOVE CEILING FOR FUTURE FIXTURES IN THIS AREA. COORDINATE 3 **ALL FINISHES SHALL BE COORDINATED WITH G.C. BEFORE ORDERING. LOCATIONS AND REQUIREMENTS WITH G.C. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS BEFORE STARTING WORK. 0 pin.,- ��F •._:u y 5 �w m��Fp �7�90'1 ���\ W .�• o rn m N (/) o It N v N -o 4 4 W _0 m o N U W O o !E Z .c m Q d m c - - - - - - w w c m C o � IZ ca ti m a w Q � 00 -- -----= 00 MBH 15 A0 LAY AN SA —- A [XXJ 1131 W _ �U U � Lo 1.AY2 LAU 10 O 0) W o FP 0 00 MBH 6 100 MBH cn I U Z � W ha 13 m 0 1ST FLOOR PLUMBING PLAN Cc) 14 -1 -0 11 FF H@ LEGEND* REVISIONS EX CW- EXISTING COLD WATER 8 ® FLOOR DRAIN N0. DESCRIPTION DATE W COLD WATER EX HW- EXISTING HOT WATER [1] —EX SINK - —HW 1407 HOT WATER C DROP —1 — HOT WATER RETURN X62 BALL VALVE El — — —FW— FILTERED WATER CT*— GATE VALVE EX SAN- EXISTING SANITARY SAN— SANITARY _ate_ BALANCE VALVE R SAN- GREASE SANITARY VENT T HRU ROOF ------- -V- SANITARY VENT - - EX G- EXISTING GAS - - —G GAS * ALL SYMBOLS MAY NOT BE USED DATE: 10-07-19 SCALE: SEE DRAWING JOB #: 19221 0 . w a 0 0 a U SHEET TITLE N 1 ST FLOOR 0 PLUMBING PLAN . N Pot I N N SHEET N0 '- a c 3 0 . y cc ki a) o - o I / � � — • f N () M N w -0 m o 0 W Q 0 ;E N U Z -cpp O d' z n w wY UC m ❑ c o � . 0- th q4- m a- W Q uaFEcRi i o K THIS AREA IN ATTIC ABO — 6 -1 ,$- - - - ❑ sA SA W A F1 L}I L) / -oc- ZLo � TT W U- - ry Z 10 ,s MBH U � Z j LAYSA LAY W ❑ Il ---- — 2ND FLOOR PLUMBING PLAN O 1/411=1 -0 nit 1 REVISIONS NO. DESCRIPTION DATE LEGEND* EX CW— EXISTING COLD WATER 8 ® FLOOR DRAIN W COLD WATER E] FLOOR SINK EX HW— EXISTING HOT WATER — —HW 11407 HOT WATER C DROP — HWR— HOT WATER RETURN --I6i BALL VALVE — —FW— FILTERED WATER _C74— GATE VALVE EX SAN— EXISTING SANITARY SAN— SANITARY —q*_ BALANCE VALVE DATE: 10-07-19 GR SAN— GREASE SANITARY VENT THRU ROOF —————— —V— SANITARY VENT SCALE. SEE DRAWING — — EX G— EXISTING GAS JOB #: 19221 GAS * ALL SYMBOLS MAY NOT BE USED r 0 I d w a o 0 a U co SHEET TITLE N f0 2ND FLOOR a PLUMBING 0 PLAN N _ N a SHEET NO. 3 0 r f LEGEND* EX CW- EXISTING COLD WATER 8 0 FLOOR DRAIN CW COLD WATER r [a N. - EX HW- EXISTING HOT WATER FLOOR SINK 1 1/2w- r\ /^` =—HW 1407 HOT WATER C DROP / � HWR-- HOT WATER RETURN }, I I 2 / —Ibl— BALL VALVE W �. c —FW— FILTERED WATER � rn m L1 1/2"\\ //// \ // EX SAN- EXISTING SANITARY — — GATE VALVE � 4- oM N I / 2» / I BALANCE VALVE tr N » I / 2»�°� 2» // I 2» SAN— SANITARYLu 0 0 0 3 �v/ R SAN- GREASE SANITARY VENT THRU ROOF W O m O cv U /i I --------V-- SANITARY VENT (D N Y 2" /'�2» `may / - - EX G- EXISTING GAS LU -Vol � w w Y a� 2" //� 3" �\\ 2" - - G GAS CD 0 CU 'IT m w `// " * ALL SYMBOLS MAY NOT BE USED ti D_ 2 / 3 / �St4 / � / 1 1/2 »r PEX MANIFOLD SCHEDULE " 3 / 3" 2" 3" 3" LAY FUXTURE FLOOR ROOM NAME ROOM# HW CW // I WC BATH - - 1/210 / .0e i LAV2 BATH - 1/210 1/2" / // I SH BATH - 1/2 1/2 3" /// LAY WC - BATH - - 1/2w // I 1 1/2- LAV2 BATH - 1/20 1/2w �f1 1/2" ///�, LAY / KS 1 ST KITCHEN - 1/20 1/2w / T ooe / " I // 2" DW KITCHEN - 1/2w - W ' r /�� 4 I i �v/ AG 2" DW KITCHEN - 1/2" (D- >/ 1 » ( i'��1 1/2" " IMB KITCHEN - - 1 2" / 2 11 3 / c 3"V Og /// � /// I 1-%\ WC BATH - - 1/2w Lo /// " 1 " / I 1 LAV BATH - 1/2w 1/2" Q 10, 21#3 I / I I // 1 1/2 I WC BATH 1/2 / " / 2" / LAV2 BATH - 1/2" 1/2" // I 4 I I I 3" � v, I / 1 i // ^oo i I SH BATH - 1/2- 1/2" 1 1/2" SPS' LLU 1 3" ��/ 1 1 1/2 /// I WC BATH - - 1/2w W » n Lf-, 20 11 I/ 2 I // 6 pj I // I LAV2 BATH - 1/21# 1/20 Z / I I fa 1-/// 2" I 4" SH BATH - 1/2w 1/2" r , " Z `J 4 I 1 2---"/ L2" US 2ND LAUNDRY - 1/2" 1/2" I m 3" ( // I oe WB LAUNDRY - 1/2" 1/2" U Z 1 EM WC BATH 1/2 W I I _2 I - 1 // " I) 2" LAV BATH 1/2" 1/20 Q 2" �ONC ( 4 10 ` �'` " LAV BATH - 1/2" 1/2" O :3 C) 0 4" `;� // 1 11 4 SH BATH - 1/2w 1/2" 2" // / I Q ® - O I / //r BT BATH 3/4" 3/4" / I 2" I _ 2" ( �/ / 1 IHB LOWER - 1/2" , - I 27-2" HB - - - 1/2'I 4" // / 1 1/2" i Q� I ( FULL OPEN VALVE HB - - - 1/2w 10 / 3" P� I CHECK VALVE HB 1ST - - - 1/2w /� LAY2I HB — — — 1/2" <1 3" I- HB - - - 1/2" REVISIONS FUTURE WC - - - 1/2" N0. DESCRIPTION DATE 1 1/2" I �P� 2" © 9 3" ` .y FUTURE LAV LOWER - - 1/2" 1/2" 1 BD COMMENTS 2-3-20 3" 3" E- / 1/2QQ FUTURE SH - - 1 2" " 12 1 2" SPARE - - - 1/2" 1/2" 2» „ SPARE - - - 1/2" 1/2" 12 2 3" NOTE: PROVIDE MINIMUM 2 SPARE HW AND CW CONNECTION'S. LAY2 2" y. 5H. 1 1/2" CSST MANIFOLD SCHEDULE FUXTURE FLOOR ROOM NAME ROOM# IPS STUB CSST EHD DISTANCE MBH FURN-2 LOWER MECHANICAL - 3/4" 30 10' 80 WH LOWER MECHANICAL - 3/4" 30 20' 100 SANITARY STACK FP SITTING - 3/4" 30 60' 100 FP 1ST LIVING - 3/4" 30 40' 100 DATE: 10-07-19 N.T.S. RG KITCHEN - 3/4" 30 40' 100 FURN-1 2ND ATTIC - 3/4" 25 100' 60 SCALE: SEE DRAWING FP BEDROOM - 3/4" 30 60' 100 JOB #: 19221 1 1/2- SPARE - - - 3/4" - 1100' 100 SPARE-T—- - - 3/4" 1100' 100 _,. GATE VALVE (TYP) HEAT TRAP NOTE: PROVIDE MINIMUM 2 SPARE CONNECTIONS. CHECK VALVE < VACUUM BREAKER 1 1/2- r: r HEAT TRAP CW-iir 1 1/4- HW — HW TO FIXTURES 1 1/2" 840 TOTAL MBH "F _ 150' TOTAL DISTANCE r.sA•:^ . AT 11" WC WITH A PRESSURE EXPANSION TANK - DROP OF 0.5 WC. I 1 1/2- SIZED " NTERNAT1ONAL REST EN11AL f W 21: o T & P RELIEF VALVE. O I 3 1 1 1/4 CODE. TABLE G2413.4(16). Q RUN FULL SIZE TO O 13 FLOOR DRAIN c� 1 1/2- C) 4 Di 14 I SHEET TITLE F4A MBH ---UNIONL CD 1 1/2" MANIFOLD N DISTANCE GALV. DRIP PAN ( ) O SEE CSST MANIFOLD WITH a PRESSURE PLUMBING u I SCHEDULE ABOVE .5 WC. ISOMETRICS Q DRAIN VALVE (TYP) ORDING TO 2015 NAL RESIDENTIAL3/4" DRAIN TO6» LE G2413.4(12). & DETAILS FLOOR DRAIN PLATFORM REQUIRED AS GAS RISEP: THIS CONTRACTOR IS RESPONSIBLE FOR _ DOMESTIC WATER RISER N.T.S. VERIFYING ACTUAL DISTANCE FROM METER N N.T.S. TO GAS APPLIANCES AND, TO RESIZE GAS WATER HEATER DETAIL LINES AS REQUIRED. SHEET NO. N.T.S. o DIVISION 15 - MECHANICAL J. RECORD DRAWINGS DIVISION 15 - MECHANICAL s 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON 5. INSULATION 0�^- �oF • _:ww SECTION 15000 SECTION 15200ro MECHANICAL GENERAL PROVISIONS THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: PLUMBING5 ' RH �r a. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. a. INSULATE ALL WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK O A. GENERAL CONDITIONS b. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. A. SCOPE OF WORK (K=0.23 O 75 F) SNAP-ON FIBERGLASS PIPE INSULATION WITH AN ALL SERVICE c. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD RATING OF 25 AND A 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, SMOKE DEVELOPED RATINGS OF 50. APPROVED MANUFACTURER: ARMACELL SUPPLEMENTARY CONDITIONS AND ALL OTHER SPEgFlCATiON SECTIONS ARE A PART TRADES. TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED "ARMAFLEX", MANVILLE "MICRO-LOK". ' y OF THIS CONTRACT AND APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. d. EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS CALLED 6. TEST do STERILIZATION 07590i fir' uJ 4. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE SPECIFICATIONS FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, '� 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR � P� Q., d- rn cu AND REVIEW DRAWINGS FOR ALL OTHER TRADES. SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF BUT NOT BE LIMITED TO THE FOLLOWING: a. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: ---% ' EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED OVER TO a. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. %L _!-�-� U) o � cn cn 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS WITH A THE (if NE OWNER• b. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND ry 1TEST POTABLE WATER PIPING AT 125 PSIG FOR SIX HOURS0 FULL SET OF BID SET DOCUMENTS (INCLUDING SPECIFICATIONS) AND THE INSULATION. . . W � � 0 N U COORDINATION OF HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTIONS OF K. GUARANTEE c. PLUMBING FIXTURES AND EQUIPMENT AS SCHEDULED. 2. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS. W O o • � HIS SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE CONFORMING TO THE d. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). ALL JOINTS SHALL BE GAS AND WATER TiGHT. Z -C m O T rn GENERAL CONTRACTOR'S TiME SCHEDULE. 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS TESTS AND ADJUSTMENTS. 3. TEST GAS PIPING PER INTERNATIONAL FUEL GAS CODES. CD N Y CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY 4. STERILIZE POTABLE HOT do COLD WATER LINES UPON COMPLETION OF SYSTEM. Z to 0 - 4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO DETERMINE DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A 2• BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. W W ;Y c m CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO o o d OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INSTALLATION BY THE OWNER'S CONSTRUCTION MANAGER. PROVIDE EXTENDED SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING cu It m 0- W INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES WARRANTIES AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. IN CASE OF REPLACEMENT SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID 0 NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN GUARANTEE PERIOD, GUARANTEE INTERFERENCES AND CONFRONTATIONS. ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF ONE (1) YEAR 5. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS FROM DATE OF SUCH REPLACEMENT OR REPAIR. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, AND/OR DRAINAGE LINES TO MEANING "FURNISHED AND INSTALLED" WITH THE EXCEPTION WHERE ITEMS ARE FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL "PROVIDED BY OWNER" WHICH MEANS "FURNISHED ONLY" (INSTALLED BY L OPERATIONS MANUALS , EXCEPT AS SPECIFICALLY NOTED OTHERWISE. B. PLUMBING EQUIPMENT CONTRACTOR), 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT B. GENERAL REQUIREMENTS FURNISHED ON JOB SHALL BE COLLECTED AND INSERTED IN A 3" THREE RING BINDER 1. SEE SCHEDULES ON OTHER SHEETS FOR EQUIPMENT SPECIFICATIONS. AND TURNED OVER TO THE OWNER. EACH NOTEBOOK SHALL INCLUDE BUT NOT BE 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS C. GENERAL PIPING REQUIREMENTS TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A OR BROCHURES APPROVED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEM AS SHOWN ON THE MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. 1. GENERALLY, SANITARY AND POTABLE WATER CONNECTIONS WILL BE PROVIDED BY DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB THE SITE CONTRACTOR. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO CONDITIONS. FIELD VERIFY THE EXACT TYPE, SIZE AND LOCATION, ETC. OF EXISTING M. SLEEVES SUBMITTING BID AND NOTIFY THE OWNER'S CONSTRUCTION MANAGER IF CONDITIONS PIPE AND DUCTS IN THE OWNER SPACE PRIOR TO BID. ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TiE IN AS _ ■ 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, FOLLOWS: W AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES a. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. b. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT 2. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING ' ^ CONTRACT. SEALANTS OR EQUAL, SO AS TO RETAIN THE FIRE RATING OF THE FLOOR OR WALL PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND V , CONFORM TO U.L ASSEMBLY RATING OF FLOOR OR WALL. SEISMIC BRACING WHERE REQUIRED BY CODES. Q 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE OWNER CRITERIA, THE CONTRACTOR IS STiLL RESPONSIBLE FOR PROVIDING THE 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE 3. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL SYSTEM AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. ■ NOTED OTHERWISE. MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. D. PIPING r n 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR 1. SANITARY PIPING (D W OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THE CONTRACTOR IS 4. DUCT SLEEVES TO BE MINIMUM 14 GAUGE STEEL RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. N. HANGERS a. PLASTIC PIPING MAY BE USED WHERE PRE-APPROVED WITH JURISDICTIONAL 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING OR CHANNELING BUILDING DEPARTMENT AUTHORITY. PLASTIC PIPING TO BE EITHER PVC OR ABS ry z AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS AS REQUIRED BY CODE AND SHALL UTILIZE DRAINAGE PATTERN FITTINGS. PVC HAVE PRIOR APPROVAL BY THE OWNER'S CONSTRUCTION MANAGER. PATCHING SHALL C-CLAMPS WITH RETAINING CUPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR PIPE AND FITTINGS SHALL CONFORM TO ASTM D2665 AND SHALL CONSIST OF 0 MATCH FINISH OF SURROUNDING AREA. THE INSTALLATION OF WORK. SCHEDULE 40 PIPE WITH DWV PATTERN FITTINGS. ABS PIPE AND FITTINGS SHALL 1 CONFORM TO ASTM D2661 AND SHALL CONSIST OF SCHEDULE 40 PIPE WITH �1 C. CODES 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT DWV PATTERN FITTINGS. NOT TO PIPING OR DUCTWORK. HANGING FROM METAL DECK IS NOT PERMITTED. W 1. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE b. JOINTS: BELOW FLOOR SLAB - COMPRESSION TYPE PLASTIC SEAL (HUB AND INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE SPIGOT). ABOVE FLOOR SLAB - NEOPRENE SEALING SLEEVE WITH STAINLESS ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE STATE'S, COUNTY'S, INTERFERENCES AP SAFETY AND HEALTH CODES, NEPA LOCATED WHERE MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE STEEL. SHIELD AND CLAMP WITH APPROVED NEOPRENE - BASED LUBRICANT, CITY'S AND LOCAL CODES AND ORDINANCES, THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. (HUBLESS). GALVANIZED VENT - SCREWED JOINTS WITH TEFLOW TAPE ON MALE THE CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, TRADES. ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER THREADS. C) O ORDINANCES, AND REGULATIONS. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST c. PITCH WASTE ONES 2" AND SMALLER NOT LESS THAN 1 4" PER FOOT. PITCH O DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. / 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE LARGER MAINS NOT LESS THAN 1/8" PER FOOT. D. LICENSES, PERMITS, INSPECTIONS do FEES OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. d. INSTALL A CLEAN-OUT AT BASE OF EACH SOL STACK, AT INTERVALS NOT 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, OVER 50 FEET, AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY AND FEES REQUIRED OR RELATED TO HIS WORK. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED LOCAL CODE. CLEAN-OUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS 2. FURNISH TO THE OWNER'S CONSTRUCTION MANAGER ALL CERTiFlCATES OF INSPECTION FROM ONE ANOTHER. WITHOUT SPECIFIC PERMISSION BY OWNER'S CONSTRUCTION MANAGER; BUT AND FINAL INSPECTION APPROVAL AT SUBSTANTIAL COMPLETION DATE OF PROJECT. WHERE NECESSARY, THE WALL COVERS ARE TO BE STAINLESS STEEL AND THE 0. ACCESS DOORS FLOOR COVERS ARE TO BE BRASS (FLUSH WITH FINISHED FLOOR). PROVIDE E. DRAWINGS COVERS WITH INSET AREA FOR CARPETED FLOOR LOCATIONS. ALL CLEAN-OUT • 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MIN. 16" X 20" OR AS SHOWN ON LOCATIONS SHALL BE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER. 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE DRAWINGS, TO GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO REVISIONS THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE e. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES WHEN THE SMALL SCALE OF THE DRAWINGS, IT iS NOT POSSIBLE TO INDICATE ALL DUCT OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER AS DETERMINED BY APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. NO. DESCRIPTION DATE AND PIPING OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. CONTRACTOR AND APPROVED BY OWNER CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND f. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF FRAMES. ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO "IAV GUARD V EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES 2. ACCESS DOORS LOCATED IN FIRE-RATED WALLS, FLOORS, CEILING-FLOOR OR INSULATION KIT. MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR • SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, CEILING-ROOF ASSEMBLIES SHALL BE FIRE RATED, UNDERWRITER'S LABORATORIES INC. 2• CONDENSATE PIPING SHALL BE TYPE "L" DRAWN COPPER TUBE WITH 95-5 TiN- FOR MAKING ALL SUCH MODIFICATIONS AND CHANGER, INCLUDING THOSE INVOLVING LISTED AND LABELED. ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC OTHER TRADES WITH THE COST THEREOF INCLUDED IN HIS BID. IN SUCH CASE, SEPARATION BETWEEN DISSIMILAR METALS. CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM NO. 14 GAUGE STEEL, WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. HIS PROPOSAL SHALL BE COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM NO. 16 GAUGE 3. POTABLE WATER PIPING: SUBJECT TO THE APPROVAL OF THE OWNER'S CONSTRUCTION MANAGER. STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. a. BELOW GRADE: TYPE 'K', ANNEALED TEMPERED COPPER TUBE FOR PIPE SIZES F. DISCREPANCIES IN DOCUMENTS P. ELECTRICAL MOTORS 2 INCHES AND SMALLER. BRAZE ALL JOINTS. 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT. b. ABOVE GRADE: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED FITTINGS AND 95-5 TIN-ANTIMONY SOLDER. DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO REQUIREMENTS AS DEFINED IN THE ELECTRICAL DIVISION OF THE SPECIFICATIONS c. INSTALL AIR CHAMBER SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT. AND DAMAGE DUE TO WATER HAMMER. OWNER'S CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, OWNER'S CONSTRUCTION 2• DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL d. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. DATE: 10-07-19 MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON PROVIDE ACCESS DOORS WHERE NECESSARY. VOLTAGE VARIATION OF PLUS OR MINUS 1OX 40 DEGREES C AMBIENT TEMPERATURE; SCALE: SEE DRAWING G. TRADE NAMES AND MANUFACTURERS HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. e. PROVIDE WATER METER AND REMOTE READER PER LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINED IF WATER 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE Q. LOW VOLTAGE (24 VOLT) WIRING METER IS REQUIRED. JOB : 19221 SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD f. SECURE PIPE AT ANGLE STOPS. FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR HIS ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS g• PROVIDE FLEXIBLE INSERTS AT ALL PIPE PENETRATIONS THROUGH FRAMING TO OWNER'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY A COMPLETE FUNCTIONAL SYSTEM. KEEP PIPES FROM HITTING FRAME WHEN IN OPERATION. UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT 4. GAS PIPING THE CONTRACTOR'S EXPENSE. 2. ALL WORK IS TO CONFORM TO THE LATEST ADDITION N.E.0 AND TO DIVISION 16 H. SHOP DRAWINGS ELECTRICAL SPECIFICATIONS. a. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS 3. ANY CONDUIT REQUIRED BY CODE WILL BE INSTALLED BY THE ELECTRICAL TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 1. SUBMIT SIX COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT SUBCONTRACTOR. AND DUCT FABRICATION DRAWINGS TO THE OWNER'S CONSTRUCTION MANAGER FOR b. LOW PRESSURE (14" W.C. AND BELOW) GAS LINES SHALL BE BLACK STEEL, " APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH SCHEDULE 40, ASTM A-53/53M, WITH MALLEABLE THREADED FITTINGS FOR 2 TO ALLOW THE OWNER'S CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW AND SMALLER, AND WiTH WELDED JOINTS FOR 2-1/2" AND LARGER. MEDIUM o WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS PRESSURE (ABOVE 14" W.C.) SHALL HAVE WELDED JOINTS. SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE c. PROVIDE A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF W MANUFACTURERS LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL g DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN EQUIPMENT. PROVIDE GAS METEOR AND/OR REGULATOR AS REQUIRED. o THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT LIMITED TO CUTS OR REGULATOR TO BE VENTED TO THE EXTERIOR. CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING-IN DATA, CAPACITY, CURVES, PRESSURE d. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION DROP, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS DETAILED ON SHEET TITLE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE THE GENERAL AND SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND STRINGENT. CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND PLUMBING SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH e. GAS PIPING EXPOSED ON ROOF MUST BE PAINTED WITH RUST-INHIBITING PAINT. w CONTRACTOR'S REVIEW AND APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT SPECIFICATIONS REVIEW BY OWNER'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR f. INSTALLATION, TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE INTERNATIONAL FUEL GAS CODE. 2. OWNER'S CONSTRUCTION MANAGER'S REVIEW OF SHOP DRAWINGS OR SCHEDULES g. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE � SHALL NOT REIJEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS LOCAL GAS COMPANY AND THE BUILDING'S MANAGER PRIOR TO BID. OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWING FROM THE CONTRACT DRAWINGS AND SPEgFlCAT10NS. h. CSST PIPING SHALL BE ANSI LC-1/CSA 6.26 LISTED AND HAVE AN ARC RESISTANT JACK OR BE BONDED TO THE ELECTRICAL GROUNDING SYSTEM AS SHEET N0. REQUIRED BY THE MANUFACTURER AND THE APPLICABLE FUEL GAS CODE. Pl5v Q FITTINGS SHALL BE ANSI LC-1/CSA 6.26 LISTED AND BE BY THE SAME '- MANUFACTURER AS THE CSST PIPING. 3 0 Rmboard First Floor Framing Scale 1/4 inch: 1 ft. First Floor Framing Foundaboa Floor Truss LFIush �apgwall Label Description Width Death City Plies PCs Length JOIST ADJU STEMENT TOLERANCE AFARING WALL TYPICAL N1 DETAIL No.2 J6 OJ314 2.5 14 38 14-0-0 J5 OJ314 2.5 14 33 12-0-0 OSIS i d J4 OJ314 2.5 14 47 10-0-0 OSB 1I8' bmringw;I J7 OJ314 2.5 14 11 2 22 10-0-0 "b°°° J3 IOJ314 2.5 14 3 8-0-0 (800) 700-4788 >.::. Bokmg F1 OJ314 2.5 14 1 14-0-0 techplans@eewp.com Foundaliaii F4 OJ314 2.5 14 2 2 4 12-0-0 beaang 1. A °`beam F3 OJ314 1 2.5 1 14 2 2 4 10-0-0 F2 OJ314 2.5 14 1 2 2 8-0-0 NOTES: BEARING WALL N O- DETAIL No.N2P DETAIL No.N3PB LVL/LSL FI ush 1.JOIST LAYOUT SHOWN IS TO ASSIST WITH ESTIMATE AND JOIST LOCATION.CONTRACTOR IS RESPONSIBLE TO SEE THAT JOIST&LVL LOCATIONS DO NOT INTERFERE WITH Label Description Width Depth City Plies PCs Length PLUMBING OR MECHANICAL EQUIPMENT. F6 West Fraser 1.8 LVL 1.75 14 2 4-0-0 2. PLEASE REVIEW PLANS PRIOR TO ORDERING ANY MATERIALS L1 West Fraser 1.8 LVL 1.75 14 2 24-0-0 Blotldag L1 West Fraser 1.8 LVL 1.75 14 1 20-0-0 3.REFER TO DETAILS IN THE INSTALLATION GUIDE PRIOR TO �- F«mdaaon I.an CONSTRUCTION. L1 West Fraser 1.8 LVL 1.75 14 1 18-0-0 bearing beam wall beam EVERY EFFORT HAS BEEN MADE TO BE AS ACCURATE AS bearing wall L1 West Fraser 1.8 LVL 1.75 14 3 16-0-0 POSSIBLE WITH THIS JOIST LAYOUT.DUE TO LACK OF DETAIL EN0.T0-END JOIST ENO-TO-END JOIST AND INFORMATION ON MANY PLANS AND THE VARIANCE OF 1 West Fraser 1.8 LVL 1.75 14 2 14-0-0 FRAMING TECHNIQUES IN THE INDUSTRY,WHERE L1 WesNECESSARY,APPLICABLE STANDARD PRACTICES IN THE I DETAIL No.N3BPE TAI o. t Fraser 1.8 LVL 1.75 14 2 1�_Q_� CONSTRUCTION INDUSTRY HAVE BEEN UTILIZED. F12 West Fraser 1.8 LVL 3.5 14 1 22-Q-Q THEREFORE,IT IS IMPERATIVE THAT THE LUMBER DEALER top and ch nd th GLlposidd 3"als at 5-of ma AND THE CUSTOMER REVIEWTHESE DRAWINGS FOR lap and bettor,r3loa with G(UE•end 3'rells et 5'ac F11 West Fraser 1.8 LVL 3.5 14 1 1 1 18-0-0 LAYOUT,BEARING LOCATIONS,POINT LOADS,AND SPECIAL F9 West Fraser 1.8 LVL 3.5 14 2 12-0-0 CONDITIONS PRIOR TO ORDERING MATERIALS.FAILURE TO DO SO WILL CONSTITUTE ACCEPTANCE AS SHOWN.ANY F8 West Fraser 1.8 LVL 3.5 14 1 1 10-0-0 CHANGES,ADDITIONS,OR DELETIONS WILL BEAT THE Add-rilbmdngI- EXPENSE OF THE LUMBER DEALER AND/OR CONTRACTOR. ( ,l/• I r„`I l\1(/j bearing wallatcanbk er F13 West Fraser 1.8 LVL 3.5 14 1 1 8-0-0 b cent,m the laid NOTE: -113 a1216'oa.or X4 4. or LVL/LSL Dro ed 1at 11 2x4n41ra THIS LAYOUT IS TO BE USED AS A GUIDE ONLYAND IS MEANT *PL Premium glue Label Description Width Depth Otty Eli esPcs Length TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL REINFORCEMENT FOR INTERMEDIATE BEARING - AN STRUCTURAL DRAWINGS,NOT TO REPLACE THEM. D6 StructurePRO LVL 2.0E 5.25 11.875 2 30-0-0 DETAIL No.318 Securevamdd(2x4) amhra stmngnarx wml Beam Others Dro ed WARNING FOR A PROPER wpm z pale•m I 2.nada•thrlugn the -_ _---- both chpMc antl hada.cnlrtl end Label Description Width Depth ( t Plies PCs Length INSTALLATION stro 2a. bvertical 1naPmetllegdnal,.m wlmne115'. I wab Method) (TOP AND BOTTOM) ..eahs.ah" W' ohv.+h.l Mempe2 D5 [Beam by Others] 1 46-0-0 Please refer to the stamp on the joist to install (wggastM) D4 [Beam by Others] 1 28-0-0 them in the right position 1 D3 [Beam by Others] 1 26-0-0 D2 [Beam by Others] 2 20-0-0 Reinforcement Rhmboard I I I Foundation, a•d^w+ I � gvrell D1 [Beam by Others] 1 18-0-0 For Reinforcementlease refer to the STRONGBACK(at mid span) baa^1 STARTING OPFN JOIST D6 D6 Rim Board calculation sheets. ti w a.wNa a: DETAIL No.6 Reinforcement)bad In vertical pasroon,to each ride of the Label Description Width Depth Cyt Pies PCs en t top es hafter,chord wth GLUE'and 3'rads at 5-oc R1 Norbord Rimboard 1.125 X 1.125 11.875 8 12-0-0 11.875 Bloc na Label Description Width Depth Qt Plies Pcs Length Strargb°ck inn be wt baNrean 21alsb f«du- .pip«.adwl-if needed, *PL Premium glue -40X 2.5 14 InFt arias 76-0-0 but al least 3-1-peas must...in attached together. REINFORCEMENT UNDER CONCENTRATED LOAD Hanger -IJ.dry lumbar far sbagbarl,• STRONGBACK OVERLAP D TAIL No. Label PCs Description Skew Slope DETAILNo.N5 H1 2 HHUS410 H2 2 MIU5.12/11 (Min) ��°°"'?M' Bled np g 11 Ill 1111i I Ill _T i 1 H3 2 IUS3.56/14 (Min) 8 H4 3 HUS1.81/10 H5 1 HGUS410 t H7 1 MIU5.12/11 (Max) Additional braWng from Aeeangwaf1h.'.nst iever H8 128 MIU2.56/14 b center Mthe la 3dta•ah�a Bea awd n at4W:,e+ r- � t T ;, , H9 1 HUC410 Min REINFORCEMENT FOR CANTILEVERED JOIST 1 nFTAII Nn aeB - H H2 H8 Plywood 1rr Mln. tvand I addal cad iver8m padlnn,baedhalgaoma Blpckbg top and ban«,an«a wnn cwe.aa 3•nada At s•pine 2 14" J31 @ 1 r l11 T 111,111, Ill T-f 111. g from I; � mdhdr m denie.�R me Ictal 14" J31 @1 ' l-OEM! Bearing waft 2x1,11'pc 'PL Premium glue REINFORCEMENT FOR CANTILEVERED JOIT DETAIL No.N8PBR ( m J4 VO 14 Cc 16'1XJ 'QVIM 21 35 B1 --3),J6- ® \ B {- _- co ao Q THESE CONDITIONS ARE NOT PERMITTED N MECHANICAL SER E DETAIL No.18 11 DETAIL No.N17 = 2 Rebr«°emeat A)24'of length,aenta an,102-Plfixe ywood orOSB, d In vertical NO—in the dagurhda or OBS paned F6 B1 D3 •� VJ Wein GLUE•and 7 reds a 7 o a _lor.JdaL l py Rfix. M.dlagoreN« 2 rias dfixed m OSB as panne), 41rn4x2Jast 2paes RfixM mtlhe diegwalaor 3.1-1-b ci OSB and paned. Rai^f«®mem a fixed 11 J 7 "O 14 16" LL J4 "O 14 16" vedKaI Pismo^1d Be IM.A) LL H8 H9 14" J31 @ 1 V vain GLUE'. -ed b me tapas band. J/!P maew.th GLUE•anda- r // •. I adi 21M o.c -- Ir Nese« ,req..(add dmvdng),straps(hRaea and retied X J � U = do the tied ornaaaar a naddd undarthe,dean *PL Premium glue wee i-dmth.tneca.eaandadardepth). REINFORCEMENT UNDER CONCENTRATED LOAD _L .� O DETAIL No.N10V11P RemfercenheM A124'dlengm,cahraan,l2'PtywoM«OSB,flzetl in vagwlpxnhm,)alba dhagxals ar OSB panne) 61 eL O VAm GLUE•ane T rank a r 1 c O B 4«axz Jda,py rc nhae b me degorela« - D1 2pada RfixM b OSB aM pannal. 4«4hQ Jpiat 2p�aanflxeabflhe aag«ek« J6 "O 14 16" N N X- 3 phea if fixed b R OSB eM M1aa1, Rdnflrcdhrhent B)flxed In xemcdl pas on b Re.f A) tl d,th GLUE',allarn REVISION DATES: b me arta hoV,n aigrd wxh GLUE'eM 3' /� ilsd 5'oc. Header areauaM(aa e dravAng),arara galarM and nailed da m.rid.a I,eeae.a aeaed anha«the neMar *PL Premium glue ,red death k me came as needs depth). ILL REINFORCEMENT UNDER CONCENTRATED LOAD INI DETAIL No-NlOV12P = F6 = L1 Renata mint A)24'al length,center an.11r Ply dal«OSB,fixed m veMcal aamdn,to the megonels«OSB pnnnel vnm(a_UE'And2'rellael2`p J5 "O 14 16" 14" J31 @ 1 ' -for 3x2 Jpat 10 d fixed b ma dlagoneI« 2peeafiro°'°DBBeMpaand, J5 "O 14 16" H H Builder 4ar4Y2 Jdsl 2 Pries d fixed to me dagonals« L 84 Riverhead 3poe,dii-t-OSBmdpdard. R,a«ce.emall.dln veNpal-I.-A) / with GLUE•,end fixed i f b the bP an bosom "and-ti E'end 3' //I I •�i Asa212'oc , Sales Rep Haada -amqui Ns.drm.ng),adia- 3 J3 Lawrence (redM haeaate Head«) •Bulldog grip glue PL PremiumREINFORCEMENT UNDER CONCENTRATED LOM s 2 H8 igner DETAIL No.N 10V21 P 1 1 Elizabeth Kerkusz R,.racenw lA)24•of length,carr on,-Plywood«OSB,reed in1 ppt.n,b the tlago^els«OSB Panel .In GLUE'and 7"alk a r- -f«3x2 Jaw(1 pry H fixed b and aegdnalc« H Created 2 pkat N&W b OW-psnnet, -fpr-J,et 2 pins dfixed b ft dagands or Rd Spkes Rfixedba OSB antl pennd, rhfdhr ant 8)fixed in October 18, 2019 1 poei-to Rant A) tGLLUEE' d iftea �''f1 pnaa wan GLUE'eM 3• Job Path reek a 2 t7 oma F1rW3ffact1fi&fB4ib EF.isl NeMar a_o'add(add dmaingl.abepe MA°lad ea adlee m ea shdeolheada ur nalkd oda the Mader Design Method 'PL Premium glue -pat depma the same as head,depth). REINFORCEMENT UNDER CONCENTRATED LOAD PRELIMINARY DESIGN DEVELOPMENT LAYOUT Building Code IBC/IRC 2015 DETAIL No.N10V22P Floor 2-4 Load sharing clip each side of path) o�Load joisnq Clip each side of(pain' Loads load.f«to lois(with 1 1/2'nods(10d). fix to t with 1 1 2' noels toe 1 I 2 O 3 a- 3 Live 40 Dead 6 �'�;8 . ��7 4 4 REVISED 3.2.20 Deflection Joist 15 3 9 9 3 5 9 g LL Span U 480 5 8 6 4 4 TL Span U 240 4 \ @8 7 5 4 6 b e 7 5 LL Cant 2L/ 360 6 `V DOUBLE JOIST LOAD TRANSFER TL Cant 2L/ DOUBLE JOIST LOAD TRANSFER - - 240 DETAIL MJC6 DETAIL MJCB Deflection Girder 2-Load sharing flips ca,t,,dan point 2-Load sharing chp eoah side of poral OPEN JOIST TRIFORCEO and OPEN JOIST 20000 are in accordance with ICC 2015 and NDS-2015. LL span U Iso°•fix to;dist w,tn ' ,/2•'nails`'Dei>. ' '°d.fix to joint win ' ,,2'•nails`'°°'. , OPEN JOIST TRIFORCEO and OPEN JOIST 20000 have been evaluated b ICC (report# ESR-2999 & 360 a y ( p � TL Span L/ 240 6 �. 2 2 3 2 3 (report# ESR-1035) and are quality controlled by a qualified third DRAWN BY party agency. Parts are LL Cant 2L/ 360 3 6 2 7 B61- joined together with phenol-resorcinol adhesives. Lumber used for diagonal and vertical web members is TL Cant 2U 240 3 9 9 4 3 5 g 9 visually graded in-plant as per quality control manual.A sub-floor must be attached to the top chord Decking 5 8 5 8 4 member according to the building code. If specified, strong backs must be of dry lumber and attached to the ,C�QF NEW), Decking osB 4 c � s a , 5`� a , 6 6 joists, according to current practice. Required bearing length must be determined for each application �•�P GOPHER e 'A� Ir-�-d� MM 3/4 APA Rated St Floor DOUBLE JOIST LOAD TRANSFER DOUBLE JOIST LOAD TRANSFER DETAIL MJC2 DETAIL MJC4 based on specifications by the manufacturer and must never be less than 1.5 inches. OPEN JOIST 2000® �Q` ., Fastener Nailed&Glued must be used under dry conditions. Refer to the specifications by the manufacturer for details of installation. 1 LU Project N� S63U$ 19-2431 EF Version Poweredy I nuc 'This layoutis to be used as an installation guide only. 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