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Home My WebLink About45686-Z �SUrtfalk j¢o,o CpG Town of Southold 10/27/2022 a y� j P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43537 Date: 10/27/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6297 Horton Ln., Southold SCTM#: 473889 Sec/Block/Lot: 54.-7-18.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/30/2020 pursuant to which Building Permit No. 45686 dated 1/19/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement,front stoop,wood decks and attached garage as applied for. The certificate is issued to Gorodetsky,Alexander&Yelana of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1794 2/17/2022 ELECTRICAL CERTIFICATE NO. 45686 3/29/2022 PLUMBERS CERTIFICATION DATED 8/22/2022 ck Gismo i th riz d Signature o�SUFFot,r�o TOWN OF SOUTHOLD a� Gyp BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE "o • 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#: 45686 Date: 1/19/2021 Permission is hereby granted to: Gorodetsky, Alexander 240 W 98th St Apt 14D New York, NY 10025 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 6297 Horton Ln., Southold SCTM #473889 Sec/Block/Lot# 54.-7-18.4 Pursuant to application dated 12/30/2020 and approved by the Building Inspector. To expire on 7/21/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,960.00 CO-NEW DWELLING $50.00 T �1: $2,010.00 L3 -ding Inspector of SOU��QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlin(W-town.southold.ny.us Southold,NY 11971-0959 Q �yOOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alexander Gorodetsky Address: 6297 Horton Ln city,Southold st: NY zip: 11971 Building Permit#: 45686 Section: 54 Block: 7 Lot: 18.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anythinng Electrical Contr. License No: 5220ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 4 Ceiling Fixtures 9 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures Heat Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch 200A UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: WAD Notes: Modular Inspector Signature: Date: March 29, 2022 S.Devlin-Cert Electrical Compliance Form 1 Q Z Iv L Iljdy saaldx3 uolsslWWOO 1l }unoo MlolbnS ul Pal}Ileno 0905869n960'ON mJOA mGN to a;elS loilgnd�MON tY) `atignd�0l1 HONn9'd 31NNOO �rOZ Vl 3o.�BP v,e sicp aua aiojoq on euonAS (�eu�is sa uini� . 'iii %I 3o 0I/Z ump=1 sumuoo wa;sb Aiddns.a num atp ui Posn mplos alp jaq),(piao I (4ulad mid) D7 / Maud area 1 ( -id) :JaunRp .0m liuuad�u[piing ;ci�i nos do NMOL :Icmr7 c)Nln-7,ne (I'IOHJ.IlOB 30 MMOL Zz0z z z qnv JNaKLdVdaa 011ua-na I Illi II 51 ;�J ® a ` 6560-TL61I AN`PIo'PnoS 6LII xog'O'd Z066-OL(I£9)xsd Md Ulm SL£VS Z0811;9L(T£9)—00010 L - xauad 11BH Umoy `! / Of SOUjy� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 INSPECTION [VFOUNDATION 1ST [ ] -ROUGH PLBG. [WOUNDATION 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: fD oo svv/vl CJ STfWPlIM< 1 DATE Ilhll/Wlel INSPECTOR qqwk-) apF SOUTH # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION TST !rINSULATIOWCAULKING UGH PLBGFOUNDATION 2ND ]` FRAMI G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O E ARKS: Awl DATE $ INSPECTOR o��OF SOOIyo Ll V✓ 6 / ��^ �o (t/ (� # # TOWN OF SOUTHOLD BUILDINGWDEPT. courm, 765-1802 INSPECTION . [ ] FOUNDATION°1ST [ ] ROUGH PLBG. [- ]-FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ :] FIRE RESISTANT CONSTRUCTION:[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE.-VIOLATION [/ ] PRE C/O REMARKS: Cam.*h 14 LAjjZAa C7A, DATE 13hq 12,'e--- "INSPECTOR pF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL V1) (004V [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q PMRLL, �n -%v Lm-w 6" �ywl &l om kw,5W!l — DAt �;l L o fhnvn�l i S Sln��e/S IFi�S bl t/vc vf�k- A CAVI 'rv/ 14?V�N DATE k�lolV INSPECTOR F 15 C H-P-L E 7 ir 1 E .NIGNEER1iNG R D SEP 2 6 2022 9 gU1LL)IIVii iJ L'c�a. TUtNN OF SOUTHOLD September 26, 2022 RE: #45686 6297 Horton's Lane, Southold Building Inspector Town of Southold Main Road Southold,NY 11971 Dear Sir, I have inspected the vaulted ceiling in the great room and have evaluated the modular framing. I certify to the best of my knowledge that the vault is sound and has been constructed in accordance with New York State Building Codes. ��FEsswt'N' BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FIB CHETTI.00M FISCHETTIENGINEER ING.00M 631 -765-2954 1 725 H O B A R T ROAD S O U T H O L D , NEW YORK 1 1 97 1 Retrotec rCloud Quality Assurance Report Resnet 380Si Point Blower Door Test PASS Your s t: 2.9 CH 0 (797.43 CFM50*60/ 16000 ft3) Tar t <= 0 Test Information Test Name 6297 horton lane southold ny 11971 Test Date 2022-07-01 08:44 AM (UTC-4) Export id MRA3G02F Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 6297 Hortons Ln City Southold State NY Zip/postal Code 11971 Country United States Year Constructed 2022 Elevation 20 ft Address Verified? Yes Building Latitude, Longitude 41.075378,-72.445220 GPS validation Latitude/Longitude: 41.075546.-72.444625R Accuracy 96 ft Estimated Distance From Address 132 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 72°F Pre-test Outdoor Temperature 76 °F Wind Speed Unknown Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 2000 ftz Volume 16000 ft3 1 aaEorer Retrotec rCloud Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 2.990 Induced House Pressure -48.85 Pa Corrected Flow 724.94 CFM @ 50 Pa Adjusted Flow 797.43 CFM @ 50 Pa Intercept 57.012 Slope 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.49 Pa Depressurize Results Air changes at 50 Pa, n50 2.7185 /hr Air leakage rate at 50 Pa, q50 724.94 CFM Effective leakage area at 4 Pa, EfLA 4 40 inz Specific effective leakage area (floor) at 4 Pa, ELAN 0.0199 int/ftz Normalized leakage area at 4 Pa, NLA 4 0.0199 Baseline Pressure, Initial (Pa) -0.7 -0.6 -0.6• -0.5 -0.5 -0.5 -0.4 -0.4 -0.3 -0.4 Average baseline, initial AP of -0.49 AP oi- -0.49 AP oi+ 0 Baseline Duration 13 seconds Building pressure (Pa) -49.34 Induced pressure (Pa) -48.85 Fan Pressure[5000-134] (Pa) 127.72 Total flow qr(CFM) 711.27 Measured flow qn, (CFM) 712.65 Total flow through envelope,genv(CFM) 718.01 Error 0.0% Correlation 1.0000 Confidence Limit 95% Intercept,Cenv 57.328 57.328 57.328 Intercept,CL 57.012 57.012 57.012 Slope, n 0.650 0.650 0.650 2 aaEWrer Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3.Crawls ace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans. This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems, including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems, (example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5. All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open, (Informative Note: For example undampered combustion air or make-up air openings shall be left in their openposition). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Confirmed seasonal cover present,it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 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 efficient 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 -B1 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= IPrBI - 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 IRP) FP=fan pressure, RP= room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287,0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113:2500 0.0000 0.7000 0.0000 1 40 flow= (FP-RP x K1)n x (K+ K3 x FP) x K4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 B1 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= (A x FP3) + (B x FPz) + (C x FP) + D +((G-RP) x F) 5 Gaco W S I N C E 1 9 5 5 Insulation Certificate Date Installation Completed 07/21/21 Building Address 6297 Hortons Lane City/State/Zip Southold NY Application Contractor(company name) New York Spray Foam Address 68 E Jefryn Blvd City/State/Zip Deer Park NY 11927 Phone 631 261 0254 Email Marty@newyorksprayfoam.com Area Insulated Exterior Stud Wall Average Thickness R-Value Ceiling Average Thickness R-Value Roof Deck Average Thickness +-4.2 R-Value R30 Crawl Space/Basement Sill Average Thickness +-2 R-Value R15 Additional Areas Insulated I (printname)Martin Ciesinski as an independent contractor, certify that the Gaco Western insulation installed on this project was applied in accordance with the Gaco Western recommendations and specifications as stated on the product data sheet and the Gaco Western Application Specifications in the amount as indicated on this certification. 14 �� / 10/06/2022 ignature) (date) Product R-Value 3.5" 5.5" R-13 R-20 R-30 R-38 R-49 GacoProFill(FR6500R) R-4.04 at 1"1 R-3.93/inch at>3.5" R-14 R-22 3.3" 5.1" 7.6" 9.7" 12.5" GacoFireStop2(F5001) R-4.1 at 1"I R-3.94/inch at>3.5" R-14 R-22 3.3" 5.1" 7.6" 9.6" 12.4" Gaco 052N (F052N) R-4.2 at 1" I R-3.91/inch at>4" R-14 R-22 3.3" 5.1" 7.7" 9.7" 12.5" Gaco 183M (F183M) R-6.4 at 1"I R-6.67/inch at>3.5" R-23 R-37 2.0" 3.0" 4.5" 5.7" 7.4" GacoWneRass QF185QR4) R-6.5 at 1"I R-7.2/inch at>3.5" R-25 R-40 1.9" 2.8" 4.2' S.3" 6.8" MKWF1031 0715 W Made in the USA • gaco.com • 877.699.4226 M Manual S Compliance Report Job: 3860 wrightsoft� Date: 11/26/2020 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project-Information For: Gorodetsky Residence, Hampton Home Performance 6297 Hortons Lane,Southold, NY 11971 Email:jons@hamptonhomeperformance.com Cooling Equipment Design Conditions Outdoor design DB: 88.4oF Sensible gain: 35888 Btuh Entering coil DB: 76.1°F Outdoor design WB: 73.4°F Latent gain: 9454 Btuh Entering coil WB: 63XF Indoor design DB: 75.0°F Total gain: 45342 Btuh Indoor RH: 50% Estimated airflow: 1405 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160481 F+CAPF4961 C6D+TXV Actual airflow: 1405 cfm Sensible capacity: 34265 Btuh 95%of load Latent capacity: 10235 Btuh 108%of load Total capacity: 44500 Btuh 98%of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 55017 Btuh Entering coil DB: 66.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Amana Model: AMEC960804CN Actual airflow: 1405 cfm Output capacity: 77000 Btuh 140%of load Temp. rise: 50 'F Meets all.requirements of ACCA Manual S. ,= -pp- !MR ightSoW 2020-Nov-27 15:02:34 Ai ,..e•,....�qr�. Rig ht-Su ite®U niv ersal 2019 19.0.09 RSU12322 Page 1 ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJB Front Door faces:NE -t Duct System Summary Job: 3860 Wrigh soft° Date: 11/26/2020 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project-Information- For: • • For: Gorodetsky Residence, Hampton Home Performance 6297 Hortons Lane,Southold, NY 11971 Email:jons@hamptonhomeperformance.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.16 in H2O 0.16 in H2O Supply/return available pressure 0.085/0.075 in H2O 0.085/0.075 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 1405 cfm 1405 dim Total effective length(TEL) 375 ft • • : � - • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 1 h 1287 35 28 0.060 6.0 OX 0 ShMt 41.0 125.0 st1 A Bath 2 c 1255 42 50 0.060 6.0 Ox 0 ShMt 56.5 100.0 st1A Bath 3 h 539 15 6 0.060 6.0 OX 0 ShMt 16.5 95.0 st1 Bed 1 c 2760 92 110 0.060 7.0 Ox 0 ShMt 49.0 130.0 st1 B Bed 2 h 4830 131 115 0.060 7.0 Ox 0 ShMt 37.5 90.0 st1 Den c 2536 77 101 0.060 6.0 Ox 0 ShMt 39.0 145.0 st1 B Den-A c 2536 77 101 0.060 6.0 Oxo ShMt 40.0 110.0 st1A Florida room c 3207 98 128 0.060 7.0 OX 0 ShMt 38.5 80.0 st1 Florida room-A c 3206 98 128 0.060 7.0 Ox 0 ShMt 42.0 130.0 st1A Florida room-B C 3206 98 128 0.060 7.0 Ox 0 ShMt 28.0 105.0 st1 Foyer h 2054 56 24 0.060 6.0 Ox 0 ShMt 16.5 95.0 st2 Greatrm/dining c 2130 84 85 0.060 6.0 Oxo ShMt 22.0 100.0 st1 Kitchen h 5062 137 118 0.060 7.0 Ox 0 ShMt 27.0 80.0 st2 Loft h 4074 110 37 0.060 7.0 Oxo ShMt 37.0 150.0 st1A Studio c 2722 85 109 0.060 7.0 Ox 0 ShMt 41.0 120.0 st1 B Studio(flat) h 418 11 4 0.060 6.0 Ox 0 ShMt 24.5 115.0 st1A Studlo-A c 2722 85 109 0.060 7.0 Ox 0 ShMt 39.0 140.0 st1 B wlc h 1503 41 13 0.060 6.0 Ox 0 ShMt 16.5 90.0 st2 WIC 1 h 1269 34 12 0.060 6.0 Ox 0 ShMt 63.5 135.0 st1 B wrig `0 o-V 2020-Nov-2714:57:49 ..�,.�. Right-Suite®Universal 2019 19.0.09 RSU12322 Page 1 ...ktoplDesign fileslVesta-Southold-Gomdetsky.rup Calc=MJ8 Front Door faces:NE • • Trgilk ly t - Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1A Peak AVF 747 789 0.060 645 14.0 8 x 22 ShtMetl st1 st1 Peak AVF 1171 1250 0.060 750 16.6 10 x 24 ShtMetl st2 Peak AVF 234 155 0.060 526 8.9 8 x 8 ShtMetl st1 B Peak AVF 374 440 0.060 566 11.2 8 x 14 ShtMetl st1A Return Branch, Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 212 172 130.0 0.058 608 8.0 Ox 0 ShMt rt3A rb6 Ox 0 253 252 61.5 0.122 573 9.0 Ox 0 ShMt rt2 rb5 Ox 0 353 422 81.5 0.092 773 10.0 Ox 0 ShMt rt3 rb1 Ox 0 149 121 135.5 0.055 559 7.0 Ox 0 ShMt rt3A rb4 Ox 0 145 128 176.0 0.043 543 7.0 Ox 0 ShMt rt3B rb2 Ox 0 292 311 169.5 0.044 570 10.0 Ox 0 ShMt rt3B TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3B Peak AVF 437 439 0.043 659 12.0. 12 x 8 ShtMetl rt3A rt3A Peak AVF 799 731 0.043 653 15.0 22 x 8 ShtMetl rt3 rt2 Peak AVF 253 252 0.122 380 7.9 12 x 8 ShtMetl rt1 rt3 Peak AVF 1152 1153 0.043 692 16.6 10 x 24 ShtMetl rt1 rt1 Peak AVF 1405 1405 0.043 602 18.5 12 x 28 ShtMetl Wriglllts®ft°' 2020-Nov-27 14:57:49 Rig ht-Su ite®Universal 2019 19.0.09 RSU12322 Page 2 ...ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE . �. wurightaoff. Load Short Form Date: 3v2srsoso Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project Information For: Gorodetsky Residence, Hampton Home Performance 6297 Hortons Lane,Southold, NY 11971 Email:jons@hamptonhomeperformance.com Design InfQrmaition. Htg Clg Infiltration Outside db(°F) 10 88 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 62 13 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 51 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960804CN Cond ASX160481 F AHRI ref 9101248 Coil CAPF4961 C6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 34265 Btuh Heating output 77000 Btuh Latent cooling 10235 Btuh Temperature rise 50 °F Total cooling 44500 Btuh Actual air flow 1405 cfm Actual air flow 1405 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (tip) (Btuh) (Btuh) (cfm) (cfm) WIC 1 38 1269 292 34 12 Bed 203 3404 2760 92 110 Bath 2 81 1558 1255 42 50 Bath 1 80 1287 698 35 28 Bed 2 236 4830 2871 131 115 Bath 3 42 539 138 15 6 Hall/linen clos 144 0 0 0 0 Studio 193 6285 5445 170 217 Garage 564 0 0 0 0 Den 167 5649 5072 153 202 Great rm/dining 434 3108 2130 84 85 WIC 49 1503 323 41 13 strs do 34 0 0 0 0 Foyer 108 2054 612 56 24 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrt<ightsaW 2020-Nov-27 15:01:22 AM RightSuite®Universal 2019 19.0.09 RSU12322 Page 1 A +� ...ktop\Design files\Vesta-Southold-Gomdetsky.rup Calc=MJ8 Front Door faces:NE pant 10 0 0 0 0 Kitchen 190 5062 2947 137 118 Florida room 167 10795 9620 293 384 strs up 36 0 0 0 0 Studio(flat) 111 418 101 11 4 Loft 111 4074 934 110 37 Bsmnt(unfin) 2322 0 0 0 0 Entire House 5319 51836 35198 1405 1405 Other equip loads 3181 690 Equip. @ 0.93 RSM 33519 Latent cooling 9454 TOTALS I 5319 I 55017 I 42973 I 1405 I 1405 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig1htsO fv- 2020-Nov-27 15:01:22 t .4,• ..,.�,im, RightSuite®U niversal 2019 19.0.09 RSU12322 Paget APCZX ...ktoplDesign fileslVesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE Building Analysis Job: 3860 wrig r>rtsoft° g Y Date: 11/2612020 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-30D-5118 Web:www.perfect-home-hvac-design.com Project • • For: Gorodetsky Residence,Hampton Home Performance 6297 Hortons Lane,Southold, NY 11971 Email:jons@hamptonhomeperformance.com Pe,5ign.Conditions Location: Indoor: Heating Cooling Southold, NY, US Indoor temperature(°F) 72 75 Elevation: 108 ft Design TD(°F) 62 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wetbulb(°F) - 73 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Component Btuh/ft2 Btuh %of load Walls 2.2 11992 21.8 VatiWcn Glazing 15.5 10482 19.1 Wall D� Doors 3.9 580 1.1 Ceilings 1.3 3743 6.8 Floors 1.1 5528 10.0 Infiltration 3.4 12779 23.2 Ducts 6731 12.2 Piping 0 0 Irfilttrticn Humidification 0 0 Q uing Ventilation 3181 5.8 Adjustments 0 Total 55017 100.0 Ali Component Btuh/ftz Btuh %of load Walls 0.5 2867 8.0 Wil Irtertel Gins Glazing 30.3 20484 57.1 Ducts Doors 1.7 256 0.7 Ceilings 1.1 3070 8.6 Infiltration Floors 0.2 1195 3.3 Rte' Infiltration 0.7 2762 7.7 Ducts 1774 4.9 Ventilation 690 1.9 Celirxs Internal gains 2790 7.8 Oft$ Blower 0 0 C�ng Adjustments 0 Total 35888 100.0 Latent Cooling Load=9454 Btuh Overall U-value=0.069 Btuh/ft-°F Data entries checked. wrigll7tsof- 2020-Nov-27 15:01:22 •Vn» - - -.v Right-Suite®Universal 2019 19.0.09 RSU12322 Page 1 ...ktoplDesign files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE Component Constructions Job: 3860 wrightsot® Date: 11/26/2020 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: Gorodetsky Residence, Hampton Home Performance 6297 Hortons Lane,Southold, NY 11971 Email:jons@hamptonhomeperformance.com P- •!j r.Andifions Location: Indoor: Heating Cooling Southold, NY, US Indoor temperature(°F) 72 75 Elevation: 108 ft Design TD(°F) 62 13 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gdlb) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Wet bulb(°F) - 73 Construction quality Tight Wind speed(mph) 15.0 7.5 Fireplaces 1 (Average) Construction descriptions Or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain fF BM/f'-°F fe-°F/Btuh Btuhff Btuh Btuh/ft' Btuh Walls 12F-Osw:Frm wall,vnl ext,3/8"wood shth,r-21 cav ins,1/2"gypsum ne 570 0.065 21.0 3.39 1934 0.88 504 board int fish,2"x6"wood frm,16"o.c.stud se 642 0.065 21.0 2.87 1839 0.75 479 sw 714 0.065 21.0 4.03 2877 1.05 750 nw 793 0.065 21.0 4.03 3194 1.05 832 all 2718 0.065 21.0 3.62 9844 0.94 2564 15B-Oc-8:Bg wall,light dry soil,concrete wall,8"thk ne 536 0.117 0 0 0 0 0 se 572 0.117 0 0 0 0 0 sw 536 0.117 0 0 0 0 0 nw 572 0.117 0 0 0 0 0 all 2214 0.117 0 0 0 0 0 Partitions 12F-Osw:Frm wall,r-21 cav ins,1/2"gypsum board int fnsh,2"x6" 533 0.065 21.0 4.03 2148 0.57 303 wood frm,16"o.c.stud Windows 2 glazing,clr low-e outr,air gas,vnl frm mat,cir innr,1/4"gap,1/8"thk: ne 89 0.260 0 16.1 1435 24.5 2179 2 glazing,cir low-e outr,air gas,vnl frm mat,cir innr,1/4"gap,1/8"thk; se 115 0.260 0 12.4 1423 23.5 2688 6.67 ft head ht sw 151 0.260 0 16.1 2434 30.5 4599 nw 196 0.260 0 16.1 3160 24.5 4799 all 551 0.260 0 15.4 8451 25.9 14265 glass door,2 glazing,cir low-e outr,air gas,vnl frm mat,cir innr,1/4" sw 84 0.260 0 16.1 1354 30.5 2558 gap,1/8"thk:glass door,2 glazing,clr low-e outr,air gas,vnl frm mat, cir innr,1/4"gap,1/8"thk;6.67 ft head ht nw 42 0.260 0 16.1 677 24.5 1028 all 126 0.260 0 16.1 2031 28.5 3587 Doors 11 DO:Door,wd sc type ne 150 0.390 0 3.87 580 1.71 256 Ceilings 16B-38ad:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins,1/2" 2886 0.026 38.0 1.30 3743 1.06 3070 gypsum board int fish * wrightsc3f - 2020-Nov-2715:01:22 1C� Right-Suite®Universal 2019 19.0.09 RSU12322 Pagel ktoplDesign files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE Floors 19A 19bscp:Fir floor,frm fir,12"thkns,carpet fir fish,r-19 cav ins, 1645 0.049 19.0 2.38 3916 0.51 846 tight bsmt ovr, 19A 19bstp:Fir floor,frm fir,12"thkns,tile fir fnsh,r-19 cav ins,tight 570 0.049 19.0 2.38 1356 0.51 293 bsmt ovr 19A-19bswp:Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r-19 cav ins, 108 0.049 19.0 2.38 257 0.51 55 tight bsmt ovr 21A-32c:Bg floor,light dry soil,8'depth,carpet fir fnsh 2322 0.020 0 0 0 0 0 22A-tpl:Bg floor,light dry soil,on grade depth 48 0.989 0 0 0 0 0 wrightsaft- 2020-Nov-27 15:01:22 Right-Suite®Universal 2019 19.0.09 RSU12322 Page XCN ktoplDesign fileslVesta-Southold-Gorodetsky.rup Calc=MJB Front Door faces:NE Project Summary Job: 3860 Wr�g�lt5�ft° Summary Date: 11/26/2020 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Project • • For: Gorodetsky Residence, Hampton Home Performance 6297 Hortons Lane, Southold,NY 11971 Email:jons@hamptonhomeperformance.com Notes: Residence requires 46.83 cfm of outside ventilation air to meet ASHRAE 62.2 ventilation requirements.We recommend Honeywell y8150 be installed to meet these requirements. (see schematics)To be cycled in 15 minute increments(15 on/15 off). DesignAnformation Weather: Southold, NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 88 °F Inside db 72 °F Inside db 75 'F Design TD 62 'F Design TD 13 'F Daily range L Relative humidity 50 % Moisture difference 36 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 45105 Btuh Structure 33424 Btuh Ducts 6731 Btuh Ducts 1774 Btuh Central vent(47 cfm) 3181 Btuh Central vent(47 cfm) 690 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 55017 Btuh Use manufacturers data n Rate/swing multiplier 0.93 Infiltration Equipment sensible load 33519 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 5128 Btuh Ducts 3194 Btuh Central vent(47 cfm) 1131 Btuh Heating Cooling Outside air Area(It) 2433 2433 Equipment latent load 9454 Btuh Volume(f 3) 32248 32248 Air changes/hour 0.35 0.35 Equipment Total Load(Sen+Lat) 42973 Btuh Equiv.AVF(cfm) 188 188 Req.total capacity at 0.77 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make Amana Make Amana Trade AMANA Trade AMANA Model AMEC960804CN Cond ASX160481 F AHRI ref 9101248 Coil CAPF4961C6D+TXV AHRI ref Efficiency 96.1 AFUE Efficiency 13.0 EER, 16 SEER Heating input 80000 Btuh Sensible cooling 34265 Btuh Heating output 77000 Btuh Latent cooling 10235 Btuh Temperature rise 50 °F Total cooling 44500 Btuh Actual air flow 1405 cfm Actual air flow 1405 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.79 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vvrig}•tsop2020-Nov-2715:01:22 F �-TM- �-�* *-• Right-Sufte®Universal 2019 19.0.09 RSU12322 Pagel ACM ...ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE - -wr@ghtsoft° Right-M Worksheet Job: 3860 Entire House Date: 11/26/2020 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Entire House WIC 1 2 Exposed wall 538.0 ft 13.0 ft 3 Room height 10.9 It 9.0 ft heatIcool 4 Room dimensions 8.5 x 4.5 ft 5 Room area 5319.3 ft' 38.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Bt-va'u °F (Btuh/W) or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 612P-0sw . 0.065 ne 3.39 0.88 809 . 570 1934 504 0 0 0 0 2 glazing,clr low-e 0.260 ne 16.12 24.48 89 0 1435 2179 0 0 0 0 11D0. - 0.390'ne'..'. - 3.87 1.71 _ t50, _._ 150..__`_ 580 256 4. Y ..`0•_. .0 . 0 W---- -18B-0c-8___ _-_- .----_-- _0.488 _ne _.---0.00-_ _. 0.00 _---536 -_._ ._536_-_- .- _ 0 - 0 __-_ _ 0 0 _ - 0 0 11 Vy 12F-0sw 0.065 se .2.87 . 0.75 756. 642 1839 479 41 41 .163 43 2 glazing,clr low-e _ .__ 0.260 -,se 12.42 .23.47 - _.1.15 .___ _ 0 .__ 1423 . ...2688 -- ... 0. '0 -.0 0 W -_-_- ,15B-0c-8- _- _- - 0.488 se 0.00 _- _ 0.00 -_ -,----572 --_-_572 _0 glglazinass or,ir glazin..._ 0.260 ,sw.. 16.12 30.46 151, 0 1354 4750 77 77 308 - 80 2 glazing,clr low,e 0.260 . 599 0 0 � 0, 0 - sw 0.065 sw 4.03 1.05 949 714 2877 2556 .�.. -,- -, 0 -. :-, 0, '- ,; .- .0 ,.,.-. .. 0; Hass door,2_ w-e - 0.260 _nw_ 16.102 ._.:24 48 196 0 3.160 - 4799 0 0 0 0 _ 536__.- 536 _ 0 0 0 - 0 0 1217-0sw 0.065 nw 4.03 1.05 1031 793 3194 832 0 0 0 2 glazing,clr low-e 0.260 nw 16.12 24.48' 0 9 0 __ _42: -.0 -677 1028 0-, 0 :,0.. , 0 W 15B-oc-8 __ -_- - 0.488 -nw._-__DAO _ 0.00 --_-_ 572.- 572 D-_- 0_ 0 0_ 0 0 P. 12F-0sw - -4.03 -- -- --- .. _0.065 - _, .0.57.` ._. -533 533 - - 303 - C__ - 16B-38ad,-_ _-___ - --0.026-- - ---1.30 ----1.06 _ 2886 -_ 2886 3743__ _ 3070 _ -----38__ _ 38 -- _---62 --- - F __ 19A 19bscp _ _. 0.049 - . _, 2.38 ._,0.51 -1645 1645 ._ __3916 -....--846 _ 38-: ___ 38 .91 20 F_ _--,19A-19bst0.__._----- _ -.._ _ 0.049._- -_ ----2.38 --_-0.51 570 570 ._---1356_-- --.__293--_-_-_ 0 F...._ - 19A719bswp .0.049 _2.38 0.51 ,--_. ..108 _. .....108_- _ _257 _. , _.-55 F- - 21A-32c. - - - - 0.020 _ - _ _ 0.00 -_0.00 2322___2322._2322 --- - _0 _ --0 0 0 0 0 F_, - 22A-tpl.._--,- 0:989 0.00 -0.00 ----564 - _48_ 0 --- --.-_0.._ o. 61 c)AED excursion 263211 1 Envelope loss/gain 1 32326 278721 1 1 624 174 12 a) Infiltration 12779 2762 480 104 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 2100 0 Subtotal(lines 6 to 13) 45105 33424 1104 277 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 45105 33424 1104 277 15 Duct loads 15% 5% 6731 1774 15% 5% 165 15 1 1 Air al required equi load d(�) 1 1 1 514051 314051 1 1 12341 2921 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed. -wr8gl�ts�fft- 2020-Nov-27 15:01:22 Right-Suite®Universal 2019 19.0.09 RSU12322 Page 1 ZA ktoplDesign files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE 3860 - -wrightsoft' Right-M Worksheet Job:Date: 11/2 2020 Entire House Dana Morley By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvao-design.com 1 Room name Bed 1 Bath 2 2 Exposed wall 13.0 ft 9.5 ft 3 Room height 14.0 ft heaticool 9.0 ft heat/cool 4 Room dimensions 1.0 x 203.3 ft 8.5 x 9.5 ft 5 Room area 203.3 ft' 80.8 ft' Ty ConstructionU-value Or HTM Area (ft') Load Area (f t') Load number (Btuh/ftz°F (Btuh/ft') or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross WP/S Heat Cool Gross I WP/S Heat Cool 6 12F-Osw 0:065 ne 3.39 0.88 0 '0 0 00 0 0' 0 2 glazing,cIr low-e 0.260 ne 16.12 24.48 0 0 0 0 0 0 - 0 0 91 D0 -, "- 0.390 ne '_-167 3,87 __,'_ 1{71 --.:.9 0 0`,'... _._ ci0 0 Q W _a 15B-0c8, -- - - - 0.488. ne _._ 0.00-�---0.00 0 - - -0 - -0--- - -0 11 V� 12F-Osw .-• 0.065 se 2.87 0.75 0 0 - 0 0 86 58 -. 232 60 2 glazing,clr.low a.._. .. .. 0.260 -se ...--1242 _.__23.47_-.._..._0 A. -0. ..__ -.0__. .._0 ___. -.28 _. . - .0 _-___451- 853 W 15B70c-8_____.._- 0.488--5e-- -- 0.00- - 0.00. -----0 -O - -0- 1217-0sw 0.065 sw 4.03 1.05 182 140 564 147 0 0 0 0 2 glazing,cir low-e, 0.260 -:sw 16.12 30.46 0 0 0 0 0 0 6 0 glass door,2 glazin - ---0.260 -.sw. 16.12 _- 30.46 42 677 __ _-1279 __.-..0 .__. ._ 0 -- - -,0 0 W _. 15B-Oc-8.,- OA88.-sw- ---0.00 - . 0.00 0 - ----0 - -- 0- -- 0-----0 0 -- -0 - -0 12F-0sw 0.065 ,nw 4.03 1,05 0 0 0 0 0 0 0 0, 2 glazing,cir low-e. 0.260 nw 16.12 24.48 0 0 0 0 0 0 0 0 glass door,2.91azin. 0260 nw 16.12 _--24.48 .. _ -0 _.0_> _ __ 0 ---0..... _ 0 - 0 = _ 0, 0' _. 15B-0o-8 - -- 0.488 nw, --.0.00 ,0.00 - - -0 -.._.. ,.-0 - 0 0 -0 - 0 - ---0 -0 P 1217-0sw-_ -__ . 0.065 4.03 0.57 __._ . .0_ _-_0 0 _ 0 _ 0 0- - - _ 0, 0 C_ -_ 16B-38ad - -_ -___ - _ _ 0.026.-.- _1.30- _ .1.06 _.203 _-- 2013 .__ ._328_-_ _- 269 _ _ _ 81o -81._ - _ .130- 1-. F. 19A-19bscp _- _ 0.049 __= 2.38 -- 0.51.-. `_203 203_: ...484 _.. _._.105 - -- 0 0 0- -0 F- - 19A-19bstP--.__-- . 0.049__- 2.38 ,_. 0.51 _- 0 _0 - - - ._0 - 0 ._ - _81 _ 81 __... 192 F 18A-19bsw42 p__ 0.049. _ 2.38 0.51 - _ 0 .-. .._ --0'. _. _ 0 0 _ _ _ 0 0. . 0 0 F _ 21A-32c_- ---__--, _ 0-0207. 0,00 --0.00 - _ 0 _0 ____ -_-0 . 0 _0 0 0 0 F_ 22A-tpl. _.___. 0.989 ".- 0.00 _ - 0.00.._ _ - - o 0 - 0 0 -O 0 0 0 61 c)AED excursion 1 1 3601 1 1 154 Envelope loss/gain 1 2053 2160 1 1 1006 1116 12 a) Infiltration 746 161 351 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 27991 25511 1356 1191 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 163 70 0 0 14 Subtotal 2962 2621 1356 1191 15 Duct loads 15% 5% 442 139 15% 5% 202 63 Total room load I 1 1341 270 1 1 15421 12501 Air required(cfm) 92 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. -i'�d- we aglsottt' 2020-Nov-27 15:01:22 Right-Suite®Universal 201919.0.09RSU12322 Paget ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE -I-wrightsoft' Right-J® Worksheet Job: 3860 Entire House Date: 11/26/2020 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvao-design.com 1 Room name Bath 1 Bed 2 2 Exposed wall 8.0 ft 13.5 ft 3 Room height 9.0 ft heaticool 14.0 ft heaticool 4 Room dimensions 10.0 x 8.0 ft 17.5 x 13.5 ft 5 Room area 80.0 ft' 236.3 ft' Ty Construction U-value Or HTM Area (ft') Load Area (f t2) Load number (Bt uh/ftp°F (Bt uh/ft�) or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat I Cool j GrossNIP/S j Heat I Cool Gross N/P/S Heat Cool 6 12F-0sw -0,065 ne in 0.88 0 0 0 0 - --- -6 -- 0 6 -. . -0 2glazing„clr,low-e 0.260 ne 16.12 24.48 0 0 0• 0' . 0 0 0 0 ��---�_--DDD- 11 DO -- -- - - :0.390 na' 3.87 __'_.1,71: W.7777- 15B70o-8.11 ".,,_.... .._ _ _.0.488_ no ".".__0.00_.,__..0.00. _---,__0 .__. ._-.. 0- 0----,_.-.--0 --.- _._.0.,.-. __.0 -.,r,.. --.0 _ 11 yy 12F-0sw 0.065 -se 2.87 0'°76 72 61 -245 64 189 140 564 1'47 C 2 glazing,.clr low a ._. ,_ 0.260 .se" 12.42 _ .23.47 _ . __-__11.__ _ _0_- ___ 181 ___ _=343 -___ -.-49-. 0--_... _790 - ___1492 -16B-0c-8_ --- -0.488-.se-- 0.00 - -0.00 - .0 ----"---0 - __0___ 0 - 0 0 - 0 7777 0 T. 12F-0sw 0.065 sw 4.03 1.05 0 0 0 0 0 0 0 0 2 glazing,clr low-e - 0.260 sw 16.12 30.46 0 0 -. 0 0 0.,; 0 0 0 -glass door,2.91azin" " _-._. ;0.260 sw_, 16.12 -. 30:46 -. _.--..0 .__ 0 _ _-0 _- -_ 0 __0_ 0 _ 0 "_- _ W-_-_ 158-0c8 - _- -_0.488.,sw _.-_0.00 _ __.._0.00 __0 _0 00 0 0 0 0 0 .0 12F-0sw. 0.065 nw, 4.03 1.05 0 _ 0 0 .. __._..0 0 0 ..r 0 0 2 glazing,cir low-e 6.260 nw 16.12 24.48 _ 0 6 0 0 0 0 0 0 glass door,2glazin ,0.260-._nw. .:_16A2. _.-24.48 :...r_ 0 .„ 0; , -0.'.: 0 r_., ._.0 -- _=_:..0 .. ._.,c 0 0 W 15B-OL-8 488 my 0. 0.00 0.00 0 0 0 0 0 0 0 0 -- �-- --- -- -- 7777- --- - -- - ----- -- 7777--------- - ----- P 12F-Osw. -_„ ;, _ .._>_._ _,0.065 _- -4.03 .0.57: --0 _. 0.,.-- _-0--_ .0 _. ."-245 245.- :987 139, C____ - 16B-38ad _ _0.026 -_,_-_1.30 _ _ 1.06 __80 _ -_80 _-_ 129___ _106 -__236-_ -__236- _ _-_381 _ _ _312 F 19A1gbscp-- _ 0.049 - -.._ -_ .2.38, ."- 0.51. .-_.._.__0 0__: 0..._ ..._._ 0 236 -_236_. ..-..-562 __"...122 F-- 19A-19bstP- - - - -0.049__- -2.38 -_0.51 - -- 80- ------80---- 190 _ 41 - 0-- 0 0 -- -0 F __ _ 19A-Igbswp_,--. _ 0.049. - _2.38 ',. 0.51 0 ___-.-._ 0 ._ ____0 _ . 0._.___.._ 0 0 _. _ 0. .. 6 F 21A-32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 "- - -_ -- -T-- --7777 --7777- - - ----- -T---- - - - F_ -- 22A-tpL_-777.7 _M" 0.989 _ - _ . _0.00 . __ 0.00 -,-,0 -__ .___0 0 .. . :" -0 _ ____'0 ._ --. 0 "___"_0,e" __:.. 0 6 c)AED excursion 11 54 Envelope loss/gain 746 565 3285 2267 12 a) Infiltration 295 64 775 167 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal(lines 6 to 13) 1041 628 4060 2664 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 79 34 143 62 14 Subtotal 1120 662 4203 2726 15 Duct loads 15% 5% 167 35 15% 5% 627 145 Total room load 01Air required(cfm) I I i 7287 351 698 281 I I 4831 21151 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A- 2020-Nov-27 15:01:22 Right-Suite®Universal 2019 19.0.09 RSU12322 Page 3 ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=M.18 Front Door faces:NE -at- rntrightsoft Right-JCS Worksheet Job: 3860 Entire House Date: 11/26/2020 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfert-home-hvae-design.com 1 Room name Bath 3 Hall/linen dos 2 Exposed wall O ft O ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 6.5 x 6.5 ft 1.0 x 143.8 ft 5 Room area 42.3 ft' 143.8 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load Y ( ) I I ( ) i number (Bt uh/ftp°F (Bt uhlft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 12F Osw 0.065 ne 3.39 088` 0 0 0 0 0'-° 0 0 0 2 glazing clr low-e- 0.260 ne 16.12 24A8 Or 0 0 0 0 0 0 0 _0 _90 _ __ O.e_ __.:: ._:.0 _ _ .... -__0.488_ne.,._ ---,_-0.00, .__0.00.._- 0_..� 0__. _ 0 0 0 _ 0 0 0 11 12F-Osw• , 0:065 se -,' 2.87 . 0.75 0 ,. 0 -0 0 ; .4 ,,-Q ,-, -, 0_ 0 .,.0, .2 glazing,:clHow a -0°260--se_ .-__1242__.`.23.47. ..___-.0 :w---0 0.-,_a__r -0 w.:._:__0 -w---- 15B-0c 8- ---0.488.--se---0.00_____0.00 --- --0 -----0 -0---- 0 -0-----0 12F Osw 0 065 'sw 4.03 1 05 0 0 0 0 0 0 0 0 2 glazing,'clr low-e, 0.260 sw 16.12 30:46,-- 0 0 - - 0 0 0 - 0 0 0 .91ass,door,2.91aan,.....:. . _..0.260 sw ,. .16.12 .,. 30.46 0_ ._ . 0 . 0.._.., __0...._- 0 ---0' --0 -.. .. 0. W 15B-Oc-B,_,__ 0 488 _sw_ 0.00 0,00 0 _0 0 0 _ 0 - 0 0 0- 12F Osw ----0.065 nw 4.03 1.05 0 0 0 0 0 0 0 0 2 glazing,clr low e 0 2fi0 nw 16.12 24.48 0 0 ° 0 0 0 0 0 0 _ .glass,door,2gla?�4_. ',.,_,4.._0.26Q.nw" 16.12 -__=24°48 . _..,. _0_ _ 0- 0r, - _O __0 0: _<.__ ..'0 _______ 0,488__nw __0.00 0.00 _ 0 ___ 0 ------0 _ _ 0 _0 _ 0 __ _0 0 - - _ --- P_w._:, 12--Osw ,_. >0.085 4.03, -6-- C----- 0.57. ._~. 59 59;_,.._236_^d-:�:-33 - 1.30 1_1.06.---. .42,_:._,... 42- 68_ _ 56 ,.,:. 144 - 144,.., 232,..._,..__,190 C_____1.68-36ad•_ _ 0.026 _^r 2.38.__:,._0.61..• ._,. 0_�, _0 -__,,,__ 0_. __;.0-__...._144 .r --'_144 <,...'_342 .t -:74 F--_4 19A-19bstD..--_�--- 0°049_T_----2.38---0.51,----_-42-----_42------101. _ 22 --J--_ 0 _ 0 ,---__ 0 --0. F .n:.19A=19bsuvp _ >>" .:.__:='_..0.049.:.' 2.38.` 0.51 «_.`_' 0 __0 0 _ 0 0'- •..:0 .i.0. F 21A-32c _0.020 0.00 0.00 -0 _ 0 0 0 0 0 0 0 _.. X0.989. O.00 .. 0:00 ' 0 0D_:_. < 0,,„ _ 0 , U'--._,�._0 -- -- -,,_- 7- - 77 - -- - - - -- - r 71 6 c)AED excursion 1 -71 1 1 1 -17 Envelope losstgain 4041 104 1 1 574 247 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 404 104 574 247 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 64 28 -574 -247 14 Subtotal 469 131 0 0 15 Duct loads 15% 5% 70 7 15% 5% 0 0 Air rTotal room loadequired(cfrn39 ) I I I 5151 1361 I I OI OI Calculations approved by ACCA to meet all reouirements of Manual J 8th Ed. 4 -Ir�+t-wr agtaawt3 t 2020-Nov-2715:01:22 • Rig ht-Su ite®Universal 2019 19.0.09 RSU12322 Page 4 ktopOesign files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE At- wrightsoft* Right-M Worksheet Job: 3860 Entire House Date: 11/26/2020 ' Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Studio Garage 2 Exposed wall 29.0 ft 47.5 ft 3 Room height 14.0 ft heat/cool 9.0 ft uncondit. 4 Room dimensions 1.0 x 192.8 ft 24.0 x 23.5 ft 5 Room area 192.8 ftz 564.0 fN Ty Construction U-value Or I HTM I Area (ft') I Load I Area (ft') I Load number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12F-Osw O.D65 ne 3.39 0.88 0 0.. 0 -- 0 7 90 0 0 2 glazing,cir low-e 0.260 ne 16.12 24.48 0 0 0 _ 0 0 0_ 0 0 1100 0.390 -ne __0 . - '0 - --Q _- 0 -- 126 .'126 ' 0 - 0, ----0.488 ne ---0.00-- -0.00 -0 - -0 0 - -0 0 -.-... -...0 0 11 W __,.. 0.065 se 2.87. 0.75 49 49 : 197. • 51 212 :. . .185 0 D _ .... 2 glazing,ciclow-e_ 0.260 se. _ 12.42 .:. 23.47. .0 0 ._ .. _._0 ._. - .0 -26 __= . __'_0 _. ._ 0 .0 W - - 158-Oc-8-- p - 0.488_se_ _ 0.00---- 0.00 0___ 0 0 0 _ ___0 0 0- _O 12F-Osw, 0.065 sw 4.03 1.05 210 140 564 147 0 0 0 0 .2 glazing,cir low-e 0.260 sw 16.12 30.46 _. 70 0 1128 2132 0 0 1. 0 0 gl6ss-door,,2 glazin_ . _ 0.260' sw 16.12 _30.46 30.46 0- __. -0 - O, - 0 _ 0 0- ._ 0 .0 glazing, -.00 - - 0 0. -G 2 lazin cir low-e. 0:260 nw, 16.12 24.48 0 0 0 0 0 0 0 92F-OsuV 9 0:065 nw 4.03 �.05 147 105 423 110 -0 _0 0 0 lass door,2 lazin__ 0.260 nw 16.12 24.48 _ -42. 0 677. 1028 _-O_ 0 0 . ._- 0 W- - 158-0c�8_.. - - -.. ,- - 0.488 _nw 0.00 0.00-- -0 -- -0 -- 0 - - -Q - -0 - --0 - --- -0 -- 0 P. - - -12F-Osw----. _- - 0.065 - 4.03 .-0.5T 0_- 0 _- _ -0_ -.._.0_..._- .0 0 --._. .-.0 _�. -0 0 C__ ._ 16B-38ad __ -.--- _ 0.026 __ 1.30- _1.06 _- ,_-193 193 ___--_,311 ,255.-__._564----_ 564_- -, ., 0 ._ _--Q F__-_ . 19A-19bscp._. 0.049 _ - 2.38 '.0.51 _ __-193 193 _ 459.- 99 - -0 -.._ __0 F-- 19A-19bstp- _0.049- - 2-38 _0.51 - --- 0 - -0 0 - 0 0 - 0- - 0 - - 0 _ _. -_ - - - E---_ 19A-19bswp;. - __ _- .0.049 _ - .._ _ 2.36 -_ 0 --0.51 _ _-_0 ___- 0 - ;...0__- ;- __0 ._. �_:0____-..0 0 F- _,_.21A-32c - _ 0.020 0.00 0.00 0 - -- - ---_------ - ... - 0 0 0 0 0- F_:. 22A-tpl__. _-`_-.- 0.989 0.00 -. . _0.00 0- ___---,0 --=-- _0 0 _ _.564-_._. X48 ._ 0. _-- _0 61 c)AED excursion 9691 1 0 Envelope loss/gain 3760 4792 0 0 12 a) Infiltration 1665 360 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 5424 5151 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 44 19 0 0 14 Subtotal 5469 5170 0 0 15 Duct loads 15% 5% 816 274 0% 0% 0 0 Total room load 1Air required d(cfm) I I I 62115 1701 5445 2171 I I 0 I 00 01 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A*-we-7gtwtaoCC 2020-Nov-2715:01:22 Right-Suite®Universal 2019 19.0.09 RSU12322 Page 5 ktoplDesign files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE At- wrightsoi', Right-M Worksheet Date: 3860 020 Entire House • Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvao-design.com 1 Room name Den Great mUdining 2 Exposed wall 25.0 ft 3.5 ft 3 Room height 14.0 ft heat/cool 18.0 ft heat/cool 4 Room dimensions 11.5 x 14.5 ft 1.0 x 433.8 ft 5 Room area 166.8 ft' 433.8 ft' Ty Construction U-value Or I HTM I Area UP) I Load I Area (ft') I Load number (Btuh/ftp°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Coal 2 glazing,clr low-e 0260 _ _ _- ��--DDD 6 12F-Osw, 0:065 ne 3.39 0.88 0 0 0 0 - 0 ;0 0 , 0 ne..- 16.12 24.48, 0 0 0, 0 0.,, 0 0' _ 0 11DO 0.390•_..`. - - - Pe.. . 3:87 _1.71,t = __0 0 ..0 0,.: 0 0 .. 0 0 w -158-Oo-8 - - ' -- --- -0.488__ne,-..-_0.00-------0.00--- ---- -O--- �A-..- ____'.O - ______O --- -0--- - 0 _0 -- _0 11 Vy _ 12F-Osw- 0.065 se, 2.87 0.75 0 0 0- 0 0 0. 0 0 2 glazing,clr.low-e_,__'. 0-260 -se. 12.42 23.47 ._-..._.-.0_- _ _-.:. O. _ -0._ 0' . -- __0_' - 0 - _ - .0 _.- -- 0 158-Oc-8--------- -- 11.488--Se-- - 0.00_ _._0.00--------0 -- --0- - - 0 - - -- -0 12F-Osw. 0.065 -sw 4.03 1.05 161 119 480 125 0 0 0 0, 2 glazing;cif low-e 0.260 ' sw 16.12 30.46 0 0 0, 0 0 0 0, 0 _��------- - glassdoor,2glazin_ _- .__.0.260'_sw ,_-16.12 _- 30.46 _- .- _42, .-_,_0 677-. - 1279:_-. - -0 0 - _- "0 _ _- _.._ 0 W.... 15870c-8- - __0.488 sw ----0.00 _ 0.00 - - -0 -- 0 - 0 --- -0- -0 - -- - -0 - - - V 12F-0sw 0.065 nw 4.03 1.05 169 119 480 125, _ 63 63 254 66 2 glazing,cir low=e 0.260 nw 16.12 24:48 70 0 1128 1714 0 0 0 0 glassdoor,2glaiin 0.260 z,nw; 16:12 '- ,24.48. 0. _°-: _- o _'.0 ::_ 0 __0 0 0 0 15BzOc-8_ ________ 0.488 nw 0.00 0.00 0 O 0 __ 0 0 _ _ 0 0 0 P- 12F-Osw- :_ ._._ _.0.065 - 4.03 :_0.57 0 _ 0- 0 . 0 -36- 36 145 20 C_-- - - 168-38ad _ _ _- _ -0.026 - --1.30 _ 1.06 _ _167 - _ -167 269- 220-_ _ 434- _, 434 699 _-,.--573. F. I 19bscp-_ .. _. : _ 0.049_ - 2.38 _ -0.51. 167 ._167 - ,.397-. _ 86, _434 _ r "434 1033 _ 223 F_.._.. 19A-19bsto-- _--_ 0.049- - .---2.38 _. -.0.51 0 0_ _. -, 0 0__ _ -_ O__ -_ - 0 - _ 0 ._ _ _ -0 F 19A-19bswp ._. - -. 0.049 , - 2.38 -_.. 0:51 0 _ 0 . __O - 0 0 rO-- 0 =-_. _. _O F 21A- 2c 0.020 0.00 0.00 0 0 0 0 _ _ 0 _ 0 _ 0 _ 0 F_ _ 22A- I_. 0.989 __O.00..0.00 - -0.00 - --, -_ 0 0 .. - - .. 0 _ '._O _ ._--.0 0. 0 0 w. 61 c)AED excursion 1 936 -135 Envelope loss/gain 3430 4485 2131 748 12 a) Infiltration 1435 310 258 56 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 900 Subtotal(lines 6 to 13) 4865 4795 2389 1934 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 50 21 315 88 14 Subtotal 4915 4817 2704 2022 15 Duct loads 15% 5% 733 256 15% 5% 404 107 Air r Toe quomdl(afdm) I I I 5 531 52021 I I 3184 0111 21851 Calculations ao)roved by ACCA to meet all reauirements of Manual J 8th Ed. igtitseatc- 2020-Nov-27 15:01:22 e�` �,a�, Right-Suite®U Universal 2019 19.0.09 RSU12322 Page 6 ...ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE 3860 -rw wrightsoft" Right-M Worksheet Job:Date: 11/2 2020 Entire House Dana Morley By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name WIC strs do 2 Exposed wall 11.5-ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaticool 4 Room dimensions 6.5 x 7.5 ft 4.0 x 8.5 ft 5 Room area 48.8 ft' 34.0 ft' Ty Construction U-value Or HTM Area (f t2) Load Area (f t") Load number (Btuh/f t'-'F (Btuh/ft2) or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 'l -0.88 0.065 ne 139, 0.88 59; ,°89 x236 61 0 0 0 0 �--G 2-glazing cIrlow-e 0.260 ne 1612 24.48 0 ` 0 0 0 0 0 - 0 -0 ne.. . H_ , 9 0 W_"- 15B Oc B _,.0.488_-ne _ _0.00 --_0.00-- ---0-------0--.---.__.0 --__.-0.-_--__-o ----.___0 .0 11 _VV. 12R0sw., 0:065 se.- 2.87 _ 0.75 0 0' 0 0 0 0 - 0 0 I---( 2 glazing,ciclow e. ,;.... _ _t):260 _se°. .,_12.42. „_.23.47_ __....0 ,,..._ -:._:0 w 0_ .':.: - 0 _.0_._ 0, 0 _"_,.,.. _.,'0 01 12F-OW 0.065 sw r �- G..?aazd or l2l lazin.:_ _0.260 _sw; __-.16.102....3046 .___`._.-.0-a 0 _: ._.�0 ._,:. _ _.,_0 0 ._ 0._ „00 p0 9 9 W� 15B 0�8__r 0.488 sw_-- _0.00_ 0.00 0 0 _ 0_�__- 0_ 0_ _ �_ _0_ 0 _ 0 Uglas12F Osw 0 065 'nw,, 4 03 . 1 05 45 45 181 _ _ 47 0 -_' 0 - TO 0 s;-door,2;gIazjn,,z-',.- 2 glazing'cU low-e 0 260 nw 16.12 24 48 0 0 0 0 0 0-',-.',---0-260 nw, _ ..16.12 -'--24.48. .0 W 158 Oob 0.488 nw 0.00 0.00 0 0 0 0 0 0 0 0 P.. ___ .,12F0§w__ _ __. 0.065'._z=- _--'.,4.03 .;_-'__0.57._ _._..68..---_y-.68 _-_._-272,._ .--.38 _77;-..� 7Z=,.__.308 .. :_ 168-38ad,� _ 0.026 _ 1.30 ---1.06-^ 49 49 _ _79 _64-- 34 _ 34 55 E;__' ._ J9&-19bscp;_E- __.._ _ ' 0.049 _ '_ ;.236:' 0.51 . ....49, ,___,.49 .^,'116 F-_._. 19A_19bstD_- 0.049.--m--,,-2.38 ----0.5-1.----.-0 O_--0..-----0- ---0 T 0 - - 0 .19AA9bswp-,.._M: --, w. ...:0.049...-: 2.38. 0.51 .., ._.:.. ,O ,K. -,, ._0-_, 0,-s..:.:.`..0.__;''-._-_0., F 21A-32c 0.020 0.00 0.00 0 0 0 0 0 0 0 0 F._. 22A-t01.__-_.r_.._.._-._>`._..._0.989._. --_:.0.00.:-.;_0.00 .. _ -:_0 _.. M=--:O a:_0..: SO-- --_--0 K=- �.__._ 61 c)AED excursion 1 -21 -7 Envelope loss/gain 884 215 1 1 4441 99 12 a) Infiltration 424 92 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 1308 307 444 99 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -444 -99 14 Subtotal 1308 307 0 0 15 Duct loads 15% 5% 195 16 15% 5% 0 0 AirreTotalquird(cfm) I I 1 m load i541I 3131 I I 01 01 Calculations wDroved by ACCA to meet all reauirements of Manual J 8th Ed. 4 -f W wrr7gh2=d b1fr- 2020-Nov-2715:01:22 J •m �m�Y Right-Suite®Universal201919.0.09RSU12322 Pagel ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Dooc.faces:NE Al.. wrightsoft* Right-M Worksheet Job: 3860 Entire House Date: 11/26/2020 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvao-design.com 1 Room name Foyer pant 2 Exposed wall 6.0 ft 0 It 3 Room height 9.0 ft heat/cool 9.0 ft heatfcool 4 Room dimensions 1.0 x 107.8 It 4.0 x 2.5 It 5 Room area 107.8 f 10.0 ft' Ty Construction U-value Or HTM Area (f t') Load Area (I t2) Load - number (Btuh/ft'°F (Btuh/ft') or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) w - Heat Cool Gross WP/S Heat Cool Gross N/P/S Heat Cool 0.260 ne 6.12 6 F--� 1 glazing,clr low-e P.390 _ne_ _ .._13.87. 21 78' 24_. .._.. 24 580 . ...:256 0 '_ ... -0 <.__,. 0 ' 0 W ---DDD _1513-0a8 - - 0.488, ne_. ---,0.00_ -0.00 - 0 0 ___...0 - - --- --0.- - 0 -0 - _U jQ 11 W 12F-Osw 0:065 se 2.87 0.75 0 0 ' -` 0 0 0 0; 0 0 �-=G .2 glazing,clrlow-e-._,.___. „0.260 _se. 12.42 -23.47 _. ..0__. - 0. __, _-0 - 0_..___._0_-_ _ .,0_ -_. _ . 0 _. 0 W-_---- 1513--Oc-8 ---- -. - _-0.488- se- _ - 0.00--__0.00.---_-_ 0_ 0 --_0 _ 0 0__-- -__-,0 --- --- -0. -------0 12F-Osw Of065 sw, 4.03 - ,1.05 0 0 0 0 0 0 0 0 2 glazing,clr low-e 0.260 sw. 16.12 30.46 0 0 0' 0 0 0 0 _ 0 _ _glass door,2.glazin, ._._ 0.260 sw _.16.12...-_30.46'_ "_ -..0 ._._:. '0 _...__-__0 0 0 _..-0 W -- 168-0r8-------. ------- 0.488 sw--- _0.00 -_-_0.00 - -- -- 0 -- --- 0------ -0 12F-Osw 0.065 nw 4.03 , 1.05 0 0 0 0 0 0 0 0 2 glazing,cir low-e 0.260 nw 16.12 24.48 0 0 0 .0 0 0 0 0 _,_ glass door,,2.glazin 0.260,--nw _. 16.12 .,,: 24.48 - --.0 .._-.,._.,-,0, -- _._1 0:_ ,--. -0 --0 .,.. _ -,0_.,. _. 0;, - _ 0 W 15B-Oo 8 0.488 nw, 0.00 0.00 0 0 0 0 0 0 0 0 P- 12F-Osw __,__ 0.065 - . 4.03,,. .-.0.57 __ 50--- 50 -._-.199 _. _28 28 0 .0 _ _- 1613-38ad _-_ 0.026- _ 1.30_ _-1.06_ __-108 _ -108 _ _--_174_ -__ 142 _ _ _ 10--- _ _ 10 16 13 F 19A-19bscp _ ._ _._0.049 r -. ,2.38- -_ 0.51 ...__.. 0 --.. 0 -0 - _O,_,_ 0 0 0 . 0 F_ ---- 19A-19bsto----- --- ----, 0.049 --7 2.38- -- 0.51 - -- --0 _O. 0 0. .__ 10- - 10 - --_ _--_, _ - - 24 _-- 5 F,. 19A-19bswp.-_..,- , 0.049 , c. . 2.38 ....,0.51 108 .,.. -.108,_ . .,257 55 0 .0 0' 0 F 21A-32c 0.020 0.00 0.00 0 0 0 0 _ 0 0 0 0 0 0- _ 0 F 22A-tpl_ _ 0.989 _. 0.00 ...-_ 0.00 0 0- -0 0 _ , 0 6 c)AED excursion 1 1 -37 -1 Envelope loss/gain 1 1331 4771 1 1 40 17 12 a) Infiltration 221 48 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 1552 525 40 17 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 235 57 -40 -17 14 Subtotal 1788 581 0 0 15 Duct loads 15% 5% 267 31 15% 5% 0 0 roomload I I I 20541 6121 I I I OAirreqd �) 624O Calculations aooroved by ACCA to meet all reauirements of Manual J 8th Ed. -FW werllSpI' oto- 2020-Nov-2715:01:22 Right-Suite®Universal 201919.0.09RSU12322 Page ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MA Front Door faces:NE -vvrightsoft• Right-J® Worksheet Job: 3860 Entire House Date: 11126/2020 Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvae-design.com 1 Room name Kitchen Florida room 2 Exposed wall 29.0 ft 37.5 ft 3 Room height 14.0 ft heat/000l 18.0 ft heat/cool 4 Room dimensions 11.5 x 16.5 ft 11.5 x 14.5 ft 5 Room area 189.8 ft2 166.8 ft' Ty Construction U-value Or I HTPA 2 I Area (ftp) I Load I Area (ft') I Load number (Btuh/ft F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 1217-0sw _ 0.065 ne 3.39 0.88 -161 147 592 154 207 132 532 - 139 2 glazing,clr low-e 0.260 .ne 16.12 24.48 14 0 226 343 75 0 1209 _ 1836 .0.390 _pe" -_':3.87 ..._ -1.71 '- -0 - - 0:` 0. __.. 0 15B-Oc-8__ _ - _-_-0.488_ne_._ --_0.00 _ _0.00 _ ______0 -0-, „ 0.260:- . . ._,.12.42. .. _ 0 .'__..`-0 -_ 0 0 _ _ 0 11 12F-Osw 0.065 ,se. 2.87 . 0.75 - 14 14 56 15 0 0 0 -0 2, lazin „clrlow-e se. 23.47 0 ._ w-- 15B-Oc-8. - - - -^0A88-se - 0.00 0.00 ---0 - 0- 0- 0____ ___0 12F-Osw 0.065 sw 4.03 1.05 0 0 0 0 207 126 508 132 2 glazing,clrlow-e 0.260 . sw 16.12 30.46 0 0 0 0 81 0 1306 2467 ' glass door,2 glazin _-0.260 sw_ -16.12 30.46-. _ _'__0 __ _ 0 -0 0 -, .___0 0 _- 0 0 W___ _ 15B-0c8__ _0.488-sw 0.00 0.00- 0 0 0 0-_ 0 _ _ _ 0 0 0_ 2 glazing,clrlow-e 0.260 nw 16.12 24.48 4.f 14 0 226 343 112 0 1�� -- - 600 156 12F-Osw 0,065 hw 4.03 1.05 231 217 875 228' 261 149 1805 2742 glass_door,2 glazrn_ ._.. __0.260 .nw 16.12 24.48- 0 0_ - 0 0 0 - 0 __ _ ---,o 0 W- _ -- 15B-Oo-8---"----- 0.488 nw. ... ._0.00 0.00 0 0 0 ---.-- -- 0 --------- 0 12 -_------.--0 ---------0 P. F-Osw. _.-_0.065 : _ `.4.03 __- 0.57 _._- _. 0_ ._.._- ,0 __- -0 .. . -._0 .... 0 _ __.. 0.'----- ._0 ..---:;_ 0 1613-38ad _^ _ _ 0.026_- _ 1.30_ 1.06__-_ -__ 190 . 190 -306_ ____251 _167 167 269 --- --220 .19A-19bscp.. .. ..... .. .. .0.049 . ..2.38 ._. 0.51. -_ -..0 -0 0 _-_--_.0 '0 . _, 0 _-.. _ _0 _- .0 w -- -- F._ 19A-lgbsp -_ _. 0.049. - _-2.38 0.51 . _ 0,--_._. 0 w 0 p -_- -00 -------1-0-.._-._._397.._. -_--- 86 ____0.049_,_. _2.38 __ ____190- 190_ _,._452 F" - 21A-32c -- -- - ---0.020 - 0.00 -- 0.00 -- - 0 - - 0 -- - 0 - -° - -- ° - - ° --- -=0 0 .F 22A-tpl_- _..:.0.989_:- _0.00_0.00 _0.00. ._ .._.-0 '_0 __ ..._0 ___-0 ...,.._...,0 0 . - -._. 0 61 c)AED excursion 1 -1951 758 Envelope loss/gain 1 2732 1236 1 1 6626 8537 12 a) Infiltration 1665 360 2767 598 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Applianceslother 1200 0 Subtotal(lines 6 to 13) 4397 2795 9394 9135 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 8 3 0 0 14 Subtotal 4405 2799 9394 9135 15 Duct loads 15% 5% 657 149 15% 5% 1402 485 Air rel quodload(cfm) I I I 50371 211 aI I I 102931 93841 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. -F -=!:L #-• 2020-Nov-27 15:01:22!7! sktoplDesign fileslVesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE Page9 rFr wrightsof-t Right-M Worksheet Date: 11262020 Entire House • Perfect Home Hvac Design By: Dana Morley 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name strs up Studio(flat) 2 Exposed wall 0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaticool 4 Room dimensions 4.0 x 9.0 ft 1.0 x 111.3 ft 5 Room area 36.0 fN 111.3 ft' Ty Construction U-value Or I HTM I Area (ft2) I Load I Area (W) I Load number (Btuh/ft-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S FHeat Cocl 6 12F Osw- _ D 065 ne- 3 39 0 88 0 =0 0 - 0 _ 0 0 0, Q, 2 glazing clr low e 0 260 ne-. 1612' 24 48 0 0 0 0 0 0 .Z D 0 • .. .w, ..... � ..'.�. -...> .�_039D ne. _ 3.6T �__1„7,1. _.�._,_ D �___ � p._..,-� -U _t 0 ..�._ _ ..0._ ..0,..._....,.'q _ :'.O W 158 O(rB _ 0 00 0.00, _ _ 0 _ 0 0 0 11 y12F Osw 0 065 se, 2 87 0 75 0 0 0 - 0 0 0; 0 0 2 glazing,clrlow e_ 0:260 :ae ._ 12.42. .._.23.47 _ ,_,__ 0 D.. ._:._.,.0 0 .,.-,. 0 .. _. . .0. a0 ..F 0' W 156 Oc78 0.488 se__ O.00r 0.00 0 0 0 0 0 0 0 0 12F-Osw 0'065 sw 403 105 0 D D 0 0 2:glazmg 0 280 sw 1612 30:46 0 0 0 0 Q 0” 0 0 _, glass door,2.glaztn,, ._> .:...0:260 sw_ '-_,1612 30.46_ , ,_.,.,..0 0 0 0' W 158 Oc 8 ,_ 0 488 sw ___-P.00- 0.00 0 0 _ 0 0 0 _ 0 0 Q 12F Qsw_ 0:066 nw,, 4 03 105 0 0 0 0 0 2-glazing clrlow-e 0.260 my ' 1612 2448 0 0 0 0 0 0 0 0 glassdvor;2glann -;.; 0260 mow' ._.1612: ._2448. 0 0 ,...: q �, _.-, 0 .. p...'.r Q: _.._.0 r_-.._ 0 0 _W 158 5B -8 0 488 nw.,_ 0 00 0 00 0 0 0 0 0 0 0 0_ 403 . - 05Z 0 • 0 0 0 C_ 1-§B738ad,_ - _0.026 1.30 1.06 36 36 58 48 0 0__ 0 0 2.38 ..0.51' ,w- :.36 -N 36 - ;. -µ:: 86-;.: , '..;19.-, . ..111 -`_ 111...._ E265 .._..,.-.'S7 F 19A-19bstp._ 0.049 _ 2.38 0 51 0 0 �0 __ 0 0 19A-_lgbswp:. _ .:.-..- .f0.049 - 2.38 ;.,-,0.51 m. 0 ., ,F;0 :.__ .:: 0 0 _ _0 w" ., 0 0 0 F 210 32c 0.020 0.00 0 00_ 0 0 0 0 0 0 0 0 _.. _ 0.989 s.,__ >_.-:::0.00 »-.:_0.00. » .0 _:._0 ::; 0 ' 0 .:..0 . :_0 -. v.,;0 - y 7. -•._tea. .. ,� ..-r — ,.:,'.K..:_�.„ :,-,• - r -- -' '-` ,. ... ,_, r- .� j, 61 c)AED excursion -4 Envelope loss/gain 144 62 1 1 265 54 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 144 62 265 54 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -144 -62 99 43 14 Subtotal 0 0 364 96 15 Duct loads 15% 5% 0 0 15% 5% 54 5 Total room load 01 Air required(cfm) I I I DI OI I I 411 1041 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -/ -wrig?x � 2020-Nov-2715:01:22 ..�. Rig htSuite®Universal201919.0.09 RSU12322 Page 10 Aft ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE -s+• - - ►- wrilghtsoftt Right-M Worksheet Job: 3860 Entire House Date: 11/26/2020 By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com 1 Room name Loft Bsmnt(unfin) 2 Exposed wall 46.0 it 246.0 it 3 Room height 9.0 it heat/cool 9.0 ft uncondit. 4 Room dimensions 1.0 x 111.3 it 1.0 x 2322.0 ft 5 Room area 111.3 ft' 2322.0 ft' Ty I Construction U-value or HTM Area (f 1:1) Load Area (ft2) Load number (Btuh/ft'-°F (Bt uh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross WP/S Heat Cool Gross NIP/S Heat Cool 6 w 12F-Osw 0:065 ne 3.39 0.88 113 113- __4_53 453 118 0 0 0 - 0 l-=G 2 glazing,clr low-e - 0.260-'ne 16.12 . 24.48 0 .- 0 „ 0 0 0 0 0 0 LLL---DDD- 11D0__- _-- "__-• 0.390 ,ne, .__ 3.87 ----.1.71 ____0_.- _. .__0...- __.0 _� W.__-- 15B70o-8 ____.. . -------- -0.488_-ne.----0.00 ----0.00-- --- -0 0 ._81 0-- 536 536. - .. 0 0 2'glazing,clr.low.e ._ ..._.~.0.260: "se. ._12.42-_..23.47., 0 -.0 0 9 0 0 0 - 0 11 12F-0sw 0.065 se 2.87 0.75 95 95 381 9 0 --0 0 0 ' _.0 "15B-Oc-8- _ _ __- _ .0.488 _se --0.00---- -0.00 _ - _"0 _0-___ -_0 - -- 0 572- - 572 - - 0 _'__0 12F-Osw 0.065 sw 4.03 1.05 113 113 453 118 0 0 0 0 2 glazing,.clr.low a 0.260 = sw 16.12 30.46 0 0.1 0 0; 0 0 --_ 0 0 glass-door,2 glazin _. __.0.260 _-sw_ _ -16.12 30.46-- 0 __. 0-_. _0 0 ,-0 0 _., _ _ 0 0 11ass door 2 lazin 0.260 hw 14.03 1.05 -" 95 - 95 381 99 6 536_- 0 0 W 15B-0c78- _- 0.488 _sw. _ 0.00 _ __0.00_ 0 0 0- __ 0 -_- 53 .0 . 0 :0; 0 2'glazing,clr'low-e '0:260 nw 16.12 - 24.48 0 0 . 0 0 0 0 0 0 9 9 . 0.260 6.12 _- 24.48 0 _0 _.--..0 0 __-0_. ..- -0." _0 - ._ .0 W---_-- 15B-0o-8_-----------__ _.__._0.488 _mv ----._0.00 0:40----.---0.___.-----0 .--- 00 572 572 0 0 P._. _ 12F-Osw 0.065 4.03 0.57'. -. 0 0 . ._ =i 0. ____'___0 ...__....:; 0 -a „_ 0. 16B-38ad_ _-_- -_ _ _-0.026 - _ 1.30- _-_1.06 - 111 ill 179- F_ 19A-19bscp,-.. 0.049 _147,_-- ---0- _--__--0--__-- __0 - - -_ _.._2.38 "-.. 0.51 - ,0 -:._ _ .0 -=..0 _.__. ._.0 ___ ._ -0 .- .__-" 0_---- .._0 � ._0 F.._-.._ 19A-19bstp--____ ----- 0.049 _____2.38 ._____0.51 -0 0 - - -U - -0- F_..n 19A-19bswp: .- 0.049. - .- --2.38 -_ 0.51 ._- •. 0 -- __..__ 0 _.-. _-0 0 __ -_0' - _.: 0.-.- 0 ..-_.._.. 0 _F ---" 21A-32c 0.020---_- - OAO --- 0.00 ---0 --- 0 -------0-------0 -- 2322 -----2322 --- --- 0 ------- 0 F 22A-tpl._. x.0.989 -:--. ..0.00. _.,,."..0.00 .0 0, 0 -- 0 0 0,.,._-. . '0 0. 77 61 c)AED excursion 62 0 Envelope loss/gain 1 1848 520 1 1 0 0 12 a) Infiltration 1697 367 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 3545 887 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3545 887 0 0 15 Duct loads 15% 5% 529 47 0% 0% 0 0 requiired(�) I I I room load 411401 9341 I i O I 0l Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -Fid-we•igtar_-oft- 2020-Nov-27 15:01:22 Right-Suite®Universal 2019 19.0.09 RSU12322 Page 11 ktopIDesign files\Vesta-Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE Loads for Multiple Orientations Job: 3860 �� Ittsf ' p enons Date: 11/26/2020 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com --Profect Information For: Gorodetsky Residence, Hampton Home Performance 6297 Hortons Lane,Southold, NY 11971 Email:jons@hamptonhomeperformance.com Location: Indoor: Heating Cooling Southold, NY, US Indoor temperature(°F) 72 75 Elevation: 108 ft Design TD(°F) 62 13 Latitude: 41'N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 51.4 35.5 Dry bulb(°F) 10 88 Infiltration: Dailyrange(°F) - 15 ( L ) Wet bulb('F) - 73 Wind speed(mph) 15.0 7.5 Front Door North Northeast, East Southeast South Southwest West Northwest Sensible Load (13tuh) 30319 33519 29912 30246 28882 31082 29905 31896 Latent Load (13tuh) 9454 ," 9454 9454 9454 9454 9454 9454 9454 Total Load (Btuh) 39773 42973 39365 39700 38336 40535 39358 41350 Heating AVF(cfm) 1405 1405 1405 1405 1405 1405 1405 1405 Cooling AVF(cfm) 1405 1405 1405 1405 1405 1405 1405 1405 9slding Orientation Cooling Load 50000- 40000 30000- 20000- 10000- 0 000200010000 N NE E SE S SW W NW 13redivtFrotDxrf m Current Orientation: Front Door faces Northeast Highest Cooling Load: Front Door faces Northeast Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -} - wrig tsoft— 2020-Nov-2715:01:23 .v,.•, ... '<— Right-Suite®Universal 2019 19.0.09 RSU12322 Page 1 ...ktop\Design files\Vesta Southold-Gorodetsky.rup Calc=MJ8 Front Door faces:NE i A Form - Worksheet A Job: 3860 Wrd htsoft� Date: 11/26/2020 Entire House By: Dana Morley Perfect Home Hvac Design 890 North Main Street,Bountiful,UT 84010 Phone:801-300-5118 Web:www.perfect-home-hvac-design.com Supporting Detail Project Name: Vesta-Southold-Gorodetsky Date: 11/26/2020 Address: 6297 Hortons Lane, Southold, NY 11971 Phone: Job ID: 3860 Worksheet A Location and Design Conditions Weather Location: Southold, NY, US Elevation= 108 1 Latitude= 41 Indoor Conditions,Heating: DB= 72°F RH= 50 % Indoor Conditions, Cooling: DB= 75°F RH= 50 % Table 1 Conditions 99%DB= 10 'F 1%DB= 88 °F Grains Difference= 36 gr/lb Daily Range= L Design Temperature Differences HTD= 62 °F I CTD= 13 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsof , 2020-Nov-27 15:01:24 p �sa•, �., �,..5., Rig ht-Su ite®Universal201919.0.09RSU12322 Pagel l +�► ...ktop\Design files\Vesta-Southold-Gorodetsky.rup Calc=MJB Front Door faces:NE h I own I lall 31)765-1802 54375 Mai P.O. Box Southold,NY 1 BUILDING DEPARTMENT TOWN OF SOUTHO i" Now lewfk ldnll Anne#r'- 'Telephone(631)765-1802 54375 Main Road P.O. Box 1179 G • Q n Southold,NY 11971-0959 4 CoUNTY `�V�` BUILDING DEPARTMENT' TOWN OF SOUTHOLD 3 A IX _-.� 7 1,I ►e NC f 47 ,y,9,ld - . II I I V ; I 'G EPARTf 'N--'l T W OF , OUTHOLD Won �. ,N •' 1 , ii I J 4 I f I � 1,4 l 1 I I II+ I I d AMPAM AMI I' Along=ANNEOPM 01-0, 1 Annow 4111 = `' ter Ar. .++• ".�': j j AMMMI AI I � �,.. —� � „moi-� �-:,�_. . •- � o. .rte .�/� �.�+ ..■+"' �. � . r yawn Hail Annex "VqS Main Road n i � .Box 1179 }t f SO4f j NY 1 1 971-0959 yi d ACV(, BUILDI;NCi DEF RT ENT' e' ',•a 'TOWN OF S THOLD l � i r 1 1 ay i r t .r r � r f r ! * So Town Vial I A x 41 telephone(631)765-1802 54375 Main ►d INC P.O.Box l Southold,NY 1 1 0959 '� L BUILDING DEPARTMIA I TOWN OF SOUTHOLD t. ! • 00 9 0 { f � Y o • � • • e 1 FOUNDATION ® r- e o • INSULATIONROUGH FRAMING..& PLUMBING P Rim STATE"ENERGY CODE �r �,,tel I . ��- ►� ,� A EMO Di •NA COMMENTS — sw,�I�L�I� IS�lY11 'Yl'l� o�suefnt TOWN OF SOUTHOLD—BUILDING DEPARTMENT y a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 • �,;� Telephone(631) 765-1802 Fax(631)765-9502 haps://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT [ LS�� For Office Use Only PERMIT NO. Building Inspe or: DEC 3 0 2020 AppUcations 0', and forms must be filled out in their entirety Incomplete .N u •L" `o applicatioris will nat be accepted, Where the Applicant es not thefowner;an Ouiner's Authorization form(Page 2)shall be completed: "" 3 Date: December 7, 2020 OWNERS)OF PROPERTY yh Name: Alex & Yelena Gordetsky _ SUM#1000-54-07-18.4 ProjectAddress:6297 Hortons Phone#: (g17) 952-2338 Email: gorodal1„@yahoo.com Mailing Address: 240 West 98th St, #14D, NY, NY 10025 CONTACT PERSON ,. t 1 Name:Stacey Bishop, East End Construction Svcs,LLC _ Mailing Address: PO Box 63, Southold 1.1971_ Phone#: (631) 905-4382 Email: modular all aol.com "DESIGN PROFESSIONAL"INFCiRMATION >. Name: John Metzger__ Mailing Address: p0 Box 909, Southold 11971 Phone#: (631) 765-5020m m_. yEmail: peconicsurvey@optonline.netr r:CONTRACTOR INFORIVMATION Name: Ronal Castro - RCM Home Improvement - License #L005696 Mailing Address: 61 Wickatuck Dr, Sag Harbor, 11963 Phone#: (631) 295-0656 _ Email: Ronv.83@live.com DESCRIPTION OE PROPOSED CONSTRUCTION a.' ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: '❑Other Modular Home $ 550,000.00 Will the lot be re-graded? ❑Yes B No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION,ra ;a Existing use of property: vaCar)t_IOt �. Intended use of property:Sinale Family Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 g_ __ this property? ❑Yes RNo IF YES, PROVIDE A COPY. ❑ chock.'Box After"Readirig: The owner/contractor/design professional is responsible forain ,all drage and storm water issues as provided-6y -Chapter 236 of the,TownZode.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 lays;Ordinances'or Regulations,for the construction of buildings; w. .additions,alterations or for removal ordemolition.-as herein iJescribed:The:apphcant agrees,to"comply with all applicable laws;ordinances,:building code;. housing code and regulations and.to admit authorised inspectors on premises and in building(s)for necessary inspections.False statements made herein'are punishable as a Class A'misdemeanor,pursuant to Section 210.45 of the New York State Penal Law::.; Application Submitted By(print name): Stacey Bishop BAuthorized Agent El Owner Signature of Applicant, _ Date: STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _ 6VV� day of "LP4 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Alex Gordetsky residing at 240 West 98th St, #14D Ny, NY 10025 do hereby authorize Stacey Bishop to apply on my behalf o the Tow f Southold Building Department for approval as described herein. 12/17/2020 Sign a Date Alex Gordetsky Print Owner's Name 2 �soi:Foc,��o =0 Gym BUILDING DEPARTMENT-Electrical Inspector C3 x TOWN OF SOUTHOLD oy • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802-FAX(631) 765-95 2 Temporary Certificate #--3,5-2- , Date 'i 2021 Customer Name Electrician Name Az✓ Address q ov h•c Ict Phone L-( (j L. e-mail a-mail- AJ"A /e rbc Z/ Phone License# O Size_1 A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the d above. Authorized by 11 TOWN OF SOUTHOLD —Town Hall Annex- 54375 Main Road - PO Box 1179 :i ;• } , Southold, New York 11971-0959 Telephone (631) 765-1802- FAX(631) 765-9502 rogerr _southoldtownny-gov— seand(&-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN II1=0RflATl01V'•(All Information Required) Date: / 2 / Company Name:^ 7 a ;�;rr �/-c c fir;c t Coeifrw E J ; i C Name: Pf A✓`IJ c g License No.: M T' -• sZ Z D email: Phone No: byrequest an email copy of Certificate of Compliance Address.: , go//tom/A /v // 7/vl' JOB SITE INFORMATION (All Information Required) Name: G 0 ro d e � S/(- Address: Ho r roti/ G 5-6111-/9ge/ e( ti 11q71 Cross Street: Phone No.: Bldg.Permit#: email: -e/ : Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) 411;r-e6� Ina d C/ /� UG- Check All That Apply: Is job ready for inspection?: []YES NO ❑Rough In ❑Final Do you need a Temp Certificate?: YES [—]NO Issued On RICY Temp Inform ati (A I information required) Service Size 1 Ph ❑3 Ph Size: 2 A #Meters Old Meter# - New Service ❑ Service Reconnect EJ nderground E]overhead #Underground Laterals W1 Jg2 ❑H Frame Pole Work done on Service? ®Y ON Additional Information: �,�� -c iY, , —ri r /2"e PAYMENT DUE WITH APPLICATION %0 Electrical Inspection Form 2020.x1sx i 51.E 4 APR - 6 2021 Y _1X M i TOWN of SOUTHOLD.. tg Town Hall Annex- 54375 Main Road - PO Sox 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 FAX (631) 765-9502 roerrl5southoldtownrlyoov-- eand 'sot�tl aoldtc+inn �PPLICATI®N F®R ELECl"RICAL INSPECTION ELECTRICIAN INFORQ AT@ON_, ' Information Required) ®ate: Company Name:. : N �,'�J F/ c c��C Ci ,Name: c`✓�l� rzG/� License No.: M l sZ Z p email: N �d iN' e/&c/MCoM/pliance Phone No: / equest an email copy of CertAddress.: /S~Z iAlr /&e_ i/ 7 JOB SITE INFORMATION (All Information Required) Name: GG f o C,e � p(, Address: Z q 7 Ho r fog/ ,.v -. Cross Street: Phone No.: SIdg.Permit#: email: Tax (dap District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?- ®YES N® Rou h In ® 9 ❑Final Do you need a Temp Certificate?: RIYES ®N® Issued On Temp Irnformatl . (All information required) Service Size 1 Ph ®3 Ph Size: '7-4/0 A #Meters �- Old Meter# ErNew Service ® Service Reconnect underground Overhead # Underground Laterals Z W2 ®H Frame Wpole Work done on Service? ®N Additional Information: PAYMENT®lJE 1n/ITI�APIaLICATI®N. q0 Electrical Inspection Form 2020.xlsx AP P, - 0 2021 �� `'�� PERMITAddress: Switches Outlets GFI's 1� I Surface Sconces H H's ` p1PA ID�)A UCLts Q Fans I I Fridge HW Exhaust 1 Oven W/D S okes o D Mini Carbon Micro Gerierator Combo Cooktop Transfer AC AH Hood S` ice Amp Have Used Special: Comments FYJ ti dez, -A, )V � f b k� t Mao MULE a Modular Home Dealer (License#DL90001395-ME) ................................................................ Office: 30 West Main St. Mailing: PO Box 63 Suite 208 Southold,NY 11971 Riverhead,NY 11901 Hi Connie, As we'd discussed enclosed please find the Building Application for 6297 Hortons Lane. As Covid cases continue to climb...I will be staying at our vacation house in Maine with my daughter for at least a couple of more weeks to help keep her"safe"(she has cystic fibrosis and immunodeficiency disease). Since this is a Modular the owner is still in the process of bidding the finishing work. But I have enclosed the insurance information for a contractor he is leaning towards. Everyone else on the project is also licensed and insured(Social Concrete,Anything Electric,Rousell Excavating, Mulvey Plumbing,Dan Jones HVAC, Sandel Crane). Hampton Home Performance is the HERS Rater. I appreciate all your help!! Please feel free to contact me with any questions. Happy Holidays and Happy New Year! Stacey (631)905-4382 Modular License#90001395-ME ............................................................... Office: 30 West Main Street Mailing: PO Box 63 Suite 208 Southold,NY 11971 Riverhead,NY 11901 *by appt only January 20, 2021 Hi Connie and Damon, Enclosed pleased find a check for$2,010.00 for the Gordetsky building permit, (#45686), 6297 Hortons Lane. I've also included an additional 2 copies of the foundation plan as requested. I will be available to pick up the permit next week at your convenience. Thanks and have a great weekend! Stacey 1 FGI�� W� ZGI F Modular Home Dealer (License#DL90001395-ME) ............................................................... Office: 30 West Main St. Mailing: PO Box 63 Suite 208 Southold,NY 11971 Riverhead,NY 11901 Copy for Assessors: Factory accidentally sent 4h set to Southampton Town scale. To lessen the bulk I've removed all the technical/construction pages. If you need a full inclusive of these copy please let me know and I'll have the factory send it out. Thanks 1 i NYSIF New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 462134986 PAREDES TAX SERVICES INC 1247 SUFFOLK AVE STE 3 BRENTWOOD NY 11717 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RONAL M CASTRO-MEDINA DBA SOUTHOLD TOWN BUILDING RCM HOME IMPROVEMENT DEPT 54375 RT 25 61 WICKATUCK DR SOUTHOLD NY 11971 SAG HARBOR NY 11963 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12377107-4 929216 12/01/2020 TO 12/01/2021 12/22/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2377107-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER .FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. THIS POLICY IS CANCELLED EFFECTIVE 12/30/2020. NEW YORK STATE INSURANCE FUND DIRECTR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:828459869 U-26.3 J acC` f DATE(MMMDNYYY) ... fOF LIABLNSURANCEF 12/22/2020 THIS.CERTIFICATE IS ISSUED AS A MATTER.OF INFORMATION ONLY-AND CONFERS NO RIGHTS UPON`THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES.NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR'ALTER THE.COVERAGE AFFORDED BY THE POLICIES ;BELOW. 'THIS CERTIFICATE OF INSURANCE�DOES -NOT CONSTITUTE A CONTRACT BETWEEN THE LISSUING INSURER(S), AUTHORIZED REPRESENTATIVE'OR PRODUCER,AND-THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ids)must have ADDITIONAL INSURED provisions or be endorsed. if SUBROGATION IS;WANED,subject to the terns and conditions of the,policy,certain policies_.may require an endorsement. A statement on this certificatedoes not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: ARCOlnsuranceAgency,, PHC.No.Fid: Phon6:(631)36&2033ext. FAX No:Pax:(63Ij3W2589. E-MAIL68 Croft Lane ADDRESS- Iulie arcoage ncy. com Smithtown New York 1.1.7.87 INSURERS aFFORDINGCOVERAGE MAIC# - INSURERA:A'tlarltiC;Casualtyllis CO _ _2816 INSURED - - - Rohal Castro dba RCM Home Improvement INSURERS: 61 Wickatuck Drive INSURER-C:, Sag Harbor NY 11963 INSURER D INSURER E INSURER F:, COVERAGES CERTIFICATE NUMBER; REVISIONNUMBER." THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE UsTED'BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR-THE POLICY PERIOD INDICATED.- NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR:MAY PERTAIN,THE INSURANCE AFFORDEDBY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO-ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSR S BR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE I - POLICY MMIDD _ LIMITS X comMERCIALGENERALLIABILITY EACH OCCURRENCE $ 1,000,00 50,00, CLAIMS-MADE_ .X DAMA� D OCCUR PREMISES Ea oxurrence. $' _ MED EXP(Any one person) :$• 1,00 A I a6002ass i 02/12/2020 '02112/2021 PERSONAL&ADVINJURY $ 1,0.00,00 GEN'LAGGREGATE LIMIT APPLIESPER-, GENERAL AGGREGATE $. 2,000,00 X .POLICY❑PST LOG PRODUCTS-COMPIOPAGG $ 1,000100 OTHER AUTOMOBILELIABILITY COM BINEDSINGLE LIMIT $• a accident "OWWNEDNEDTO ABODILY INJURY(Per Person) $ SCHEDULED AUTOS ONLY AUTOS BODILY INJURY'(Per acddent) $ HIRED NON-OWNED .PRO-- DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELI]\LUU3CCUR EACH OCCURRENCE _ $ _ ,EXCESS LIAB H_COLAIMS�MADE AGGREGATE $, DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LLMILITY YIN STATUTE ER ANYPROPRIETORIPARTNERIEXECUTIVE E:L.EACH ACCIDENT $ OFRCERIMEMBEREXCLUDED7 NIA (Mandatory in NH) If yes,describe under EL.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS.below- _ - - E.L.DISEASE-POLICY LIMIT- $ DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES-(ACORD 101,Additional Remarks"Schedulo,may be attached if morespace Is required) Certificate is Subject to Terms,Conditions&l xclusions_of the Actual Insurance Policy afthe Time of Issuance. CERTIFICATE HOLDER CANCELLATION Southold,Toivli Building D,epartlllent 54375 NY-25 SHOULD ANY OF'THE ABOVE CRI OLICI BE CANCELLED BEFORE THE EXPIRATION DATE E OF, N LL BE DELIVERED IN Southold New York 11971 ACCORDANCE WITH THE P ICY, ROVI 10 S. AUTHORQEDREPRESENTATiVE ! - 01988-2015.ACOR7RATION. All rights reserved: ACORD 25(2016103) Tho ACORD name and logo are registered'marks of ACORD USD TEST HOLE DATA McDONALD GEOSCIENCE SURVEY OF PROPERTY 611012019 A T SO UTHOLD HOUOR OTHER SE SLATE CAST IRON �, �.r1� F.F.EL 57.0' sUT1ALE LACKING COVER END PLUG FVNSHED GRADE DARK BROWN LOAM OL TOWN OF SO UTHOLD i EL 50.0' FINISHED GRADE EL.5E45C. 0.0' ' - 400 MASD�INET ,z 0' BROW SILT ML SUFFOLK COUNTY, N. Y. CLEAN 4• LF- ' r 6' S.f ' 4 r I.E. 3' 1000-54-07-18.4 1/4-per foot min.ptteh ,/e-pr tod mh 45,�' m m a "°' °" �` SCALE: 1' 40 min.4'do. mh{'dla do=2{00 pip4 or.gaol rNn. daa 4100 pips ar pid m m oJ3'MIN 1000 GAL PRECAST 3'MIN !smaOLLAR SEPTIC TANK COLLAR °o m 0 s e e m m n 4'UOUID DEPTH om n n e e m mo BROWN CLAYEY SAND W/GRAVEL SC OCTOBER 5, 2018 0 0 0 0 G�B m O SLATE OR OTHER STOPPER END 0 m 0 d O D B m 0 oie0d�ommo , 2019 SURADL COVER OR PLW a m¢ s e n m m o JUNE 1 1 m o e CO.m° JUL Y 15, 2019 (PROPOSED BUILDING) v"0eeemo 0"0 9 G O m m 0 >o LEAIISJ•C,s POOL WELL 20' AUGUST 22, 2019 (GARAGE LOCA 770N) PROPOSED SEP71C SYSTEM s P SAND , PALE BROWN FINE TO MEDIUM SAND SP AUGUST 25, 2020 (PROPOSED BUILDING) (3 BEDROOMS) 810 1-1000 GAL SEPTIC TANK 28' 1-eO x 12'DEEP LEACNnvc POOL 30'�0M DIG�eVE WT��u AND SAND NOTE.' NO WATER ENCOUNTERED ®W� eACKFa.L IYRH sAND(sx� L RAIN RUNOFF CONTAINMENT: (SAND�) ELEVA77ONS REFERENCED TO NAM 88 HOUSE IWH ADDInaa 4440 Sq. Ft eo,„� 4440 x a17 x 1 - 585 CuXt SEP 77C SYSTEM DETAIL W5/422 - 1.39 W I FAN OUT DETAIL N� Pro,dde 2 DW 810 x 7'Dmp- 14 WF NrS Connected by Gutters et Lewdws J DWELLING DWELLING DWELLING PUBLIC WATER PRIVATE WELL PRIVATE WELL DWELLING WEU PRIVATE WELL LOT 10 LOT 9 LOT 8 VACANT CED QED N48'25'00"E 365.74' __———— -'———— —— 392.90'——— CMF CLF CMF —. NYL PICKET FENCE 1 EL 59.1' EL 56.1' EL 47.2' CMF FEN. 0.4'N FEN 0.9'S ) E CMF CMF 20' SETBACK P, FEN. 0.:'N C/)\ r- - - - - - - - - - - -- -- - - - - ---- - - - --=i _ — o I� rn N I O m 1` o ow w 15.0 Z C _ ...1.. Y I ?2. ' NX U JN/0/F PROPOSED DECK20.0 CoN 0 FJENNINGS � To.s ?� IN' 5 �ti � N VACANT ^' [5. PROPOSED 2 STY. 5.0 PROPOSED DECK O DWELLING BEDROOM DWELLING -p� PUBLIC WATER CD O CD ' Iv W/GARAGE rr + FF-53.0' N I PROPOSED DPIVEITA'f 0 D 0 N p ' 60.0' 60.0' .a ^ Al OD DW I m -Ni rTl Z � rn f o L - - -- -- -- - - - - - --- - - - - --- - -- - - -- - J U 25' SETBACK ' ��rr77 TH ' O --i EL-48.4' l I CMF Z EL 48.3 J EL 60.7 EL 52.7' T S4734'00"W 390.04' v W w PROPOSED WATER SERVICE W W / N/0/F CO 50' RIGHT OF WAY (SCTM# 1000-54-7-18.7) � v I NANCY MULLADY RICHARDDWSROT G MAN _—————- S4734'00"W RIGHT OF WAY TIE 357.12' — ———— PRIVATE WELL N/O/F BALDRIDGE DWELLING PUBLIC WATER AREA OF ® WE KEY SEPTIC / Q = REBAR \ ' I ® = WELL ® = STAKE �1= Pi '�`�. = TEST HOLE CERTIFIED T0: ® = PIPE ADVOCATES ABSTRACT, INC. l ALEXANDER GORODETSKY ��•' e�,�•. r,t;,~-��¢j`. A IM = MONUMENT MELENA GORODETSKY WE7LAND FLAG CQ3 = U77UTY POLE LOT NUMBERS REFER TO 'MAP OF OAKRIDGE HILLS' FILED IN THE SUFFOLK COUNTY CLERK'S S. LIC. NO. 49618 OFFICE ON APRIL 30, 1962 AS FILE NO. 3555. AREA= 1.454 ACRES PECONIC SURWYORS, P.C. (631) 765-5020 FAX (631) 765-1797 ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SEC77ON 7209OF THE NEW YORK STA TE EDUCA TION LA W. EXCEPT AS P.O. BOX 909 PER SEC77ON 7209-SUBDI14SI01V 2. ALL CER77nCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR 1230 7RAVELER STREET R COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 18-1681—168 TEST HOLE DATA McDONAL1 GEOSC/ENCE SURVEY OF PROPERTY 6/10/2019 HD � NOR D P CA iRGN A T SO UTHOLD F.F.EL 53.0' SURALE COVERLOCKING COVER , 4' END PLuo �+�cRrDE DARK BROWN LOAM OL EL�•� FINISHED /,EL--,O.D* ��° TOWN OF SOUTHOLD LE MASONARY CHIMNEY 1' t2, 6'MIN. CLE ' BROW SIL T ML SUFFOLK COUNTY, N. Y. 1/4'pa foot min.pitch 8 ' 45E.2' LE m c r Wd 4'&L pip. 1/r P"fad Fn 3 don 2400 piW a 0"01 rmn. dor 44W plp.or"W ( fit• m 1000-54-07-18.4 1000 CrLL.PRECAST G MIN o 0 0 n m e9 o COLLAR SCALE: 1'-4 0 SEPRC TANK a m m rs e e a m o _ 4'LIQUID DEPTH o m 0 e s s m m o umeeeseemmo m� BROWN CLAYEY SAND W/GRAVEL SC OCTOBER 5, 2018 SLATE OR OTHER STOPPER END o m o e e s m m o omme�esamo SURA9L COVER at PIUC - v m m n o o m m o o m m b 0 s m m e JUNE 11, 2019 omeeeeemmo o m o e—e eg No �"1.e o m ✓ULY 15, 2019 (PROPOSED BUILDING) s b LEA�,ING�L ' AUGUST 22, 2019 PROPOSED SEP71C SYSTEM � WELL 20 (GARAGE LOCA 710N) (3 BEDROOMS) SEMQt PIPE SAND SW PALE BROWN FINE TO MEDIUM SAND SP AUGUST 25, 2020 (PROPOSED BUILDING) 1-1000 GAL SEPnC TANK 1-80 X 12'DEEP LEACHING POOL 3a ELBOW 28' DIG DOME OV TO S4NDERW M2 SAND MAToND µbb NOTE: NO WATER ENCOUNTERED ria•...� ' � RAIN RUNOFF CONTAINMENT.• L"""�'"°cam: ®WELL HOUSE a1 AOanaN.5 5�4 FE (SAND�) ELEVATIONS REFERENCED 70 NAM 88 5851 x an x 1 - ses a,.F� °°"^� NOV C 4 2020 PmW*2 D 18*0 4F CI FAN OUT DETAIL SEPTIC SYSTEM DETAIL Provrds 2 DW 8�x r 0�- 141 4F Ccnnscted by GnN>s roTsttWV d Load" t tip OFr-!C eau DWEWNGDWELLING °= - ....._.� �T'. PUBLIC WATER PRIVATE WELL DWELLING PRIVATE WELL PRIVDWELLING ATE WELL LOT 10 LOT 9 Lore VACANT . Lor 7 LOT N46'25'00"E 6 CMF CLF CMF 365.74' NYL PICKS, FENCE 392.90 EL 59.1 — EL 56.1' FENCA . 0.4'N EL 47.2' CMF s — — _ — ———— — — — — —— — - -- - - -20' SETBACK tTIN0.4'N"� \ CMF CMF —v �\ IQ N \ C14 o. C CUt 46/ rn CD 1 Dw w K w ' 15.0_ O JENNINGS ( /PR(POED SCK -10.o'o20.0 COI, \:J = O l e. VACANT h I 5�'' 10.5 t1t 1N'ST ,^,_ —� BLEMAFN J' PROPOSED 2 STI'. 5.0 PROPOSEDECK urfcLLjmP 3 BEDROOM -' O 'n FR. DWELLING -11 PUBLIC WATER LING .p -11 GARAGOE N I PROPOSED DRIVE,A'f pc')j D co O ( / J 60.0. 60.0' C� 00 ro, _ r OD I --� X v J - -- - - - - - o- - - - - - -- - - - - - - -- -- � rn _ O ,. 0J 25' SETBACK ' Z +� 4� EL-4114' I r / CMF EL 60.7 Ln S4T34'00"W EL 52.7' 390.04' EL t8.3' 83 / I W W PROPOSED WA W W T TER SERVICE ! , 1 N/O/F ,00 50' RIGHT OF WAY (SCTM# 1000-54-7-18.7) NANCY MULLADA Septic tank shall be divided into two v —- I RICHARD ROTHMAN S47'34'00"W RIGHT OF WAY TIE 357.12' DWELLING � compartments by a artrnent shall have —'— PRIVATE WELL wall.The inlet comp 50-75 percent of the total capacity. N/O/F BALDRIDGE Ex-4 1v,uiinn Inspe;tion Required DWELLING PUBLIC WATER AREAcry Hec-lits, Department 1 . KEY ( of SEPTIC � ® WELL QQ = REBAR i ® WELL ® = („t• •4,:! y,/s':.4 r1\i!•i L�l{ 4J.� t w`£.i[ti ii... STAKE i., ,'-077 CON i;'�lCTIOtd F4F?A ® = TEST HOLE CERTIFIED T0: sFRGVA Ci �� p 13,E 1.=,I ® = PIPE ADVOCATES ABSTRACT, INC. " ;~ �a� ONLY ;, �� `''`�,G ALEXANDER GORODETSKY IM MONUMENT MELENA GORODETSKY = WETLAND FLAG ---.. .. = U77LI TY POLE 4` . ,..:.tx" y � .::,<:;.. c: 4 - r LOT NUMBERS REFER TO "MAP OF OAKRIOGE HILLS* nLED IN THE SUFFOLK COUNTY CLERK'S '` OFf7CE ON APRIL 30, 1962 AS f1LE N0. 3555. N.Y.S. LIC, NO. 49618AREA= 1,454 ACRES PECONIC SURVEYORS, P.C. ANY ALTERATION OR ADD/TION Til THIS SURVEY/S A V/OLA77ON OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS (631) 765-5020 FAX (631) 765-1797 PER SEC77ON 7209-SUBDIW7SION 2. ALL CERTIF/CA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY/F SAID MAP OR P.O. BOX 909 COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 MAVELER STREET SOU MOLD, MY 11971 118-1681 I TEST HOLE DATA McGONALD GEOSC/ SURVEY OF PROPERTY ENCE 6/10/2019 Hmm A T SO UTHOLD F.F. 33.01 SLATE�COVER LOCKING �" �14 END PL.UD �L DARK BROWN LOAM OL TOWN OF SO UTHOLD EL eo.o• FlNISNED cRAOE a.so.o• EL3C.G' 1, 12-CLEM 4- - CHIMNEYBROWN SILT ML SUFFOLK COUNTY, N. Y. 1/4•pw fooL min.pitch 4s`r M• a.f 1 .�•,/•pR Ia :5.1' M m o 3' 1000-54-07-18.4 W 4•dla. m° class 2400 pips or.gial 4• 2dar�pipet or oq d m m°° 3•MIN min•; SCALE. 1'--40 1000 CAL..PRECAST 3'MIN a m m e e N m m° COLLAR a m m en a e!m m° OCTOBER 5 . SEPTIC TANK COLLAR o m m m e n m m° 4•LK"D DEPTH o m m e s e m m o A 2018 am m 1,e e m m° BROWN CLAYEY SAND W/GRAVEL SC MUTE OR OTHER STOPPER END a m N 1.s e m m° a ' SURABL COVER OR PLUG o m m e e e m m° E 1, 2019 amm 4"r.ommc m m e e m m m° JULY 15, 2019 (PROPOSED BUILDING) ammmnesmmm amm m m"mm° alo POOL WELL 20' AUGUST 22, 2019 (GARAGE LOCATION) 11. LEACHING PROPOSED SEP71C SYSTEM SE*fER PIPE 8MID sw PALE BROWN nNE TO MEDIUM SAND SP AUGUST 25, 2020 (PROPOSED BUILDING) (3 BEDROOMS) 8Y 1-1000 GAL. SEPTIC TANK 28' 1-80 X 12'0t>P LEICHlNc Foot °�0N' M DOW°REMOw�iT�rwµa sw NO TE: NO WATER ENCOUNTERED ® - eACKFlu.wmi SAND(SW) . RAIN RUNOFF CONTAINMENT. (SAND SP) ELEVA77ONS REFERENCED TO NAW 88 HOUSE WIH AWTION: ,'5440 4 Ft av w-, JL440 x a17 x f — 585 Ca.Ft SEPTIC SYSTEM DETAIL 585/412- 13.9 W Q FAN OUT DETAIL Provide z DW 8 x r 04►� i4 ",S "'� Connected by Gl oom�Lsadara J DWEWNG DWEWNG of DWEWNG PUBLIC WATER PRIVATE WELL PRIVATE WELL DWEWNG WELL PRIVATE WELL VACANT LOT 10 LOT 9 LOT 8 LOT 7 LOT 8 CMF N4B'25'00"E CLF 365.74' ---- ------ -- 392.90'----------- CMF NYL PICKET FENCE `�� ——--—-,•. EL 59.1' ` EL 56.1' FEN. 0.4•NFEN 0 9'S \ 47.2' CMF CMF CMFiv FEN. 0. N 20' SETBACK u) 46 rn C °' ( O L/ m �1 O ' Dw W W 15.0 ZZ c, ^_ _ cYi r PROPOSED DECK ?2.3' IN/0/F 20.0 = N 0 FJENNINGS � too ir• sr y ""IABLEMANVACANT 15! 10.5o . PROPOSED 2 STY. g•p PROPOSED DECK D O 3 BEDROOM O -n PUBUC WATER C FR. DWELLING j 6 -n W/GARAGE � N PROPOSED REV'AFF-53.0' t: n ZD 60.0' 60.0' .O ..� D ow m N m � n ►'� P I C) Z s zL - - -- - - -- -- - - - - -- - - - - -- - - - - - - - - - - r' 25' SETBACK -. Om EL STM. l O CMF EL 60.7 EL 52.7' Et.48.3 W/ W W W W S4734'00"W 390.04 vm PROPOSED WATER SERVICE N/O/F 90 50' RIGHT OF WAY (SCTM# 1000-54-7-18.7) NANCY MULLADY v I RICHARD ROT MAN ——- S4T34'00"W RIGHT OF WAY TIE 357.12'DWN ————— PRIVATE WELL N/O/F BALDRIDGE DWEWNG PUBLIC WATER AREA 1 1 OF ® WELL KEY SEPTIC / �e = REBAR \ } ® = WELL ' - I ® = STAKE = TEST HOLE CERTIFIED TO: oc Us_ ® = PIPE ADVOCATES ABSTRACT, INC. � Y ALEXANDER GORODETSKY I4 = MONUMENT MELENA GORODETSKY �' . WETLAND FLAG f UnUTY POLE YS. LIC, NO. 49618 LOT NUMBERS REFER TO "MAP OF OAKRIDGE HILLS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON APRIL 30, 1962 AS f7LE NO. 3555. AREA= .1.454 ACRES PECONIC 5-50eSUR ^yORS, P.C. (631) l6 -5020 FAX (631) 765-1797 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 72090E THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS P.O. BOX 909 PER SEC77ON 7209—SUBDIVISION 2. ALL CER 77RCA 77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR 1230 TRAVELER STREET COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 ��-168 S.C.T.M. N0. DISTRICT: 1000 SECTION: 54 BLOCK: 7 LOT(S): 18.4 HORTON LANE c � 3 I O ru 4 — N 4216'00"W � � f — �— 159.12• I MON_ _. MON. MON. EL 46.7 w to�nol g I EL 45.5 50' R.O.W. / 0 U7 M -n LOT 8 C7 `n LAND N/F OF S 42026'00".E 64.86' ANDREW MASTROBERTI MON. r EL 48.8 AIE�RP •- W a EL 49.6 i pq EL 45.9 ' O �1p ; M 1000 CAI.S.T. LP. C\ tn (I)B-002-DEEP LP. M •Y in IT EL 50.5 3 ► SANITARY & DRY WELL LOCATIONS A B 1 C I D _ EL 51.1 A •o..••..••. .. EL 50. DW 1 68' 16' = 8'12.3'45.9'..::'; :•GARAGE:•:•. w GF 51.s;.:, ► DW 2 15.5 16.5' C1 STONE WALL•ni'•::'•.'•:::•'•'.::•'•:;•.:•:•'.•.:•.:::'•.•. o CELLAR •a.;.•.•..::•.•..::;..:•.:•..,•..,•. 56.4' S.T. 46' 18.5 :12.5''•;:. ::.::•'::'::'•'•.'':;F EL 50. o ®w .:'.::::'•'•':.:'.'..':;1+2p yy��yy E:'::::':.g 0 LP 2 47 32 0::12.1'•':.•'..'::';'•':: �:4'•''. 121':::;:•;.:.'::'.:;:::.::.'::::.':':'•::.' EL 50.5 (JCd- WOOD DECK ..... •..•::.:: �` ((( LOT 9 EL 48.8 -1J.d 241 ... • e 48 1' LAND N/F OF EL 51.3 ®W JOSEPH CICCONE EL 51.0 EL 51.2 / r EL 51.6 /�(�/j•� LAND N/F OF NANCY MULLADY 9 SM. GD $ UIx ul 0 LOT 10 rj) LL LAND 'N F OFF Q ANDREW ORLANDOW 0 U , p REVOCABLE TRUST p O 3 LU OS3 r Ln 0 W 00 0 W 2 ai zv W ow = W .S2 Q) {J i C 0 0t7 N ZQ(!� N Q D v LL Li a o � W allLL - N 34 18'0 o t- s 2 172.02' LAND N/F OF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FINAL SURVEY 01-08-22 TOWN of SOUTHOLD LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:63,354.07 SQ.FT. or 1 .45 ACRES ELEVATION DATUM: _ NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 774IS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF.-DESCRIBED PROPERTY CERTIFIED TO: ALEX GORODETSKY; MAP OF: YELENA GORODETSKY; FILED: SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE #222-10 scALE: 1"=40' DATE: JAN. 8, 2022 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennesey k Kenneth M. Ooychuk V RETAIN OCCUPANCY OR PURSUANTOTO�CH/APTER 2316 FF OCE 0S UNLAWFUL OF THE TOWN CODE. EtEC�'RICAL INSPKTION REQUIRED W1 1-H O UT C E Y9 FI CATS AP RID ED AS NOTED OF OCCUPANCY DATE: r B.P.# V5_��C9 a COMPLY WITH ALL CODES-OF FE : ®/ BY:d-1 NEW YORK STATE & TOWN CODES NOT FY BUILDING DEPARTMENT AT AS REQUIRED A OF 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN ZB FOLLOWING INSPECTIONS: SOUTHOLD T PLANNING BOARD 1. FOUNDATION - TWO: REQUIRED FOR POURED CONCRETE SOUT DTOWNTRUSTEES 2. ROUGH - FRAMING.,& PLUMBING 3. INSULATION S.DEC 4. FINAL - CONSTRUCTION-MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL. MEET THE REQUIREMENTS OF THE CODES OF NEW TRUSS PLACARDING REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMALL BER.CERTIFICATION PLU PLUMBIN XNG G WASTE ON LEAD CONTENT BEFORE &WATER LINES NEED CERTIFICATE OF OCCUPANCY TESTING BEFORE COVERING SOLDER USED IN WATER SUP PLY SYSTEM CANNOT EXCEED 2/10 OF i% LEAD. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 Blower door of the Town Code and ductwork testing required. DO NOT PROCEED WITH FRAMING UNTIL SURVEY -�OF FOUNDATION LOCATION:; HAS BEEN APPROVED. Must provide Manuals D, J and S as per NYS Energy Code Gene -rated b... :-REScheck-W.eb- Software Com :I an:ce Certif itate , p ., . , OF. NFI�, . Project 0#9024 �P� W Bo,�/2�p� co "Q7 G� Energy Code: 2018 IECC Location: Southold, New.York Construction Type: Single-family Z T -, Project Type: New Construction 0 Conditioned Floor Area: 2,441 M &9 3 4 2 Glazing Area 16% -ESS:I�NP�, Climate Zone: 4 (5572 HDD) '' �' �w Permit Date: r "•i 5" `' Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6297 HORTONS LANE EAST END CONSTRUCTION ICON LEGACY.CMH SOUTHOLD, NY 11971 SERVICES 246 SAND HILL,RD 24 SEAGATE AVE. SELINSGROVE, PA 1.7870: WESTHAMPTON, NY 11977 „ Compliance: 6.2%Better Than Code Maximum UA: 560 Your UA: 525 Maximum'SHGC: 0.40 Your SHGC: 0:34 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 Ceiling 1: Flat Ceiling or Scissor Truss... •- 1;5.17,,. 38 0` ' K:40.0• . 0.no0, . 46 �. Bedroom#1/#2 &Florida Room Vault: Cathedral Ceiling., 563 32:0.. 0 ..'0.032, 18 Studio Vault: Cathedral Ceiling 329.; 38.6 0.0 0.027 9 2x6 Knee Walls in Vault Area: Wood Frame, I6""6.c:Y' �242+; 2T:0 0.0 0.057 14 2x4 Knee Walls in Vault Area: Wood Frame, 16"o.c. 165' �13.0, 0.0 0.082' 14 Wall 1:Wood Frame, 16" D.C. .:2,222 21:0 ;: 0.0. 0.057 100 Door 2: Solid K':. 22 0.170 4 Door 3: Solid f,- 21'.x` - 0.170 4 Door 1: Glass 207, 0.260 54 SHGC: 0.34 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E :re `LL'215:' Z 0.260 56 SHGC: 0.34 a,v Panelized Wallsa Wood Frame, 16" o.c. . ;'.''S, 1,056;, .-- 21.0 0.0 0.057 51 Window,2: Vinyl/Fiberglass Fremei.Double"Pane,with Low-E :;154:=>, 0.260 40 SHGC: 0.34 �1 Floor 1:All-Wood Joist/Truss:Over'Uncdndltioned Space 2,4?41`. 19.0 0.0 0.047 115 1 'inject Title: 0#9024 Report date: 06/23/20 ita filename: Page 1R i Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ICON LEGACY CMH,LLC 06123/2020 Name-Title Signature Date pF NES �Q P� W 130 �O A069342-\�F�c� FESS1 Jul 01, 2020 Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 2111 -Web REScheck Software Version : REScheck Inspection Checklist Energy Code: 2018 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 vered 1 field Vere€ied # Pre-Inspection/Plan )Review value value Complies? Comments/Assumptions & Reg.1D 103.1, ;Construction drawings and 1,❑Complies 103.2 1 documentation demonstrate ❑Does Not [PR111 1 energy code compliance for the building envelope.Thermal ❑Not Observable ; 'envelope represented.on {❑Not Applicable j construction documents. i 103.1, ;Construction drawings and ❑Complies ; 103.21 documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 Jighting and mechanical systems. " ❑Not Observable Systems serving multiple J❑Not Applicable 'dwelling units must demonstrate I ;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 on loads calculated per ACOA Manual J or other methods Btu/hr g° Btu/hr g ❑Not Observable approved by the code official. ; ❑Not Applicable r - ! 3 I 1 i Additional Comments/Assumptions: pF IVF �Q P� W 80R/ �O Z ARD9342, �� FESS10 Jul 01, 2020 1 High Impact(Tier 1) ,•2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 3111 Section # Foundation Inspection Complies? Comments/Assumptions &Ise .ID 303.2.1 EA protective covering is installed to ;❑Complies [11011]2 £protect exposed exterior insulation t❑Does Not and extends a minimum of 6 in. below grade. ;❑Not Observable :❑Not Applicable 403.9" • " ;Snow-and ice-melting system controls;,E]Com plies [F0121: A(installed. :❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i F NFA W 80'Qi �O CO IQ7 z 0g93 41' FESS10 Jul 01, 2020 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 4111 Set#ion PHars Verified Field Verified # Framing!Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .1® 402.1.1, !Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not E table for values. [FR1]1 f ❑Not Observable UD r ❑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 LI-factors of fenestration products' `s.❑Complies [FR4]1 ;are determined in accordance ❑Does Not 1 :with the NFRC test procedure or itaken from the default table. ❑Not Observable 3 i :° t❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier UComplies [FR23]1 'installed per manufacturer's '❑Does Not instructions. 1❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built I ,< VN Bp ` 1❑Complies [FR20] is listed and labeled as meeting ; R ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440€ �'�P or has infiltration rates per NFRC € Q.- C ❑Not Observable :400 that do not exceed code Not Applicable limits. 402.4:5 <IC-rated recessed lighting fixtures [FR16]2. sealed at housing/interior finishO ' - ❑D s N and labeled to indicate<_2.0 cfm 8g 3 4 2 leakage at 75 Pa. '�1Q© S��0 �' J❑Not Applicable e j 403.3.1 Supply and return ducts in attics �' Complies Jul) 012020 [FR12]1 'insulated >= R-8 where duct is ' ❑Does Not ; >= 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 ,F j diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter 1 ;❑Complies ; [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with y❑Not Observable 3 - :International Mechanical Code or International Residential Code, as. ❑Not Applicable applicable. Z4 403.3.5, Building cavities are not used as b i❑Complies [FR15]3 ducts or plenums. Not f f' ❑Not Observable ❑Not Applicable 463.4 'HVAC piping conveying fluids R- R- ❑Complies ; [FR17]2- above 105 °F or chilled fluids 3 ;❑Does Not { below 55 °F are insulated to>_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC j i❑Complies [FR24]1 piping. 3 ❑Does Not f w `❑Not Observable ❑Not Applicable 403.5.3. : :Hot water pipes are insulated to R- R- ;❑Complies [FR18]?; ❑Does Not t 3 ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 511 Section Plans Verified Field Verified # gaming/Rough-in,Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6' :Automatic or gravity dampers are ❑Complies ; [FR11.9�2 'installed on all outdoor air ❑Does Not intakes and exhausts. r__. i❑Not Observable -]Not Applicable Additional Comments/Assumptions: iF NFA, W -13 �O 089342' pR�FESS IONP�, Jul 01, 2020 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3° Low Impact(Tier 3) Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 611 Section,, Ptans.Verified. Field Verified # Insulation Inspection Complies? CaFrementslAssumptions &,Re .tD Value• Value 303.1" ;All installed insulation is labeled !❑Complies [IN13]z"!,i ;or the installed R-values i []Does Not icy provided. '❑Not Observable $;y ;❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- !❑Complies ;See the Envelope Assemblies 402.2.6 E] Wood ;E] Wood a❑Does Not ;table for values. [IN1]1 ❑ Steel i❑ Steel !❑Not Observable UNot Applicable i t � t 303.2, 'Floor insulation installed per ` " 'r .eg�; ❑Complies 402.2.7 'manufacturer's instructions and �' k ❑Does Not [IN2]1 in substantial contact with the 4k ' j underside of the subfloor, or floor i ° ❑Not Observable . ❑Not Applicable licable = framing cavity insulation is in contact with the top side of ;sheathing, or continuous t iinsulation is installed on the underside of floor framing and extends from the bottom to the ° ;top of all perimeter floor framing members. ; 402.1.1, Wall insulation R-value. If this is a, R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, 'mass wall with at least lh of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 lwall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 !exterior,the exterior insulation requirement applies(FR10). ❑ Steel E] Steel ❑Not Applicable i l � 1 1 1 1 I t 303.2 ;Wall insulation is installed per _$❑Complies [IN4]1 I manufacturer's instructions. ❑Does Not s,• ❑Not Observable ' E]Not Applicable Additional Comments/Assumptions: W Bpi/ �O s 9342' �. AR�FESS IONP\" Jul 01, 2020 1 High Impact(Tier 1) '2;,'Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 711 ' . ^ . Section� :ffans Verified Field Verified # Final Inspection Provisions Val Value Complies? CommentslAssumptions 402.1.1, Ceiling insulation R-value. R- R- :E]Complies See the Envelope Assemblies table for values. E] Steel 0 Steel :E]Not Observable 1 402.2.6 'E]Not Applicable 303.1.1.1,:!Ceiling insulation installed per 'IElComplies 303.2 :manufacturer's instructions. 'E]Does Not [F1211 Blown insulation marked every 'ElNot Observable :300 ft2. UNot Applicable 402,23 Vented attics with air permeable [FI,221? insulation include baffle adjacent "ElDoes Not to soffit and eave vents that 'ElNot Observable extends over insulation. TINot Applicable 402.2.4 ';Attic access hatch and door R- R- :E]Complies [F13]1 Hnsulation �tR-value of the 'E]Does Not !adjacent assembly. :ElNot Observable ;LlNot Applicable [FI17]1 �ach in Climate Zones 1-2, and r 'E]Does Not <=3 ach in Climate Zones 3-8. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 :E1 0 \N 13 OC [F12711 :determine air leakage with IEID t�_ i either: Rough-in test:Total Ileakage measured with a :pressure differential of 0.1 inch pli 1w.g. across the system including :the manufacturer's air handler enclosure if installed at time of "test. Postconstruction test:Total 089 3 41' leakage measured with a I pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air Jul0l,:12020 ;handier enclosure. 403.34 Duct tightness test result of<=4 cfm/100 cfm/100 [F[4]1 cfm/100 ft2 across the system or 'E]Does Not <=3 cfm/100 ft2 without air Observable handler @ 25 Pa. For rough-in ;E]Not Applicable tests,verification may need to !occur during Framing Inspect' 403.3.2.1 'Air handler leakage designated by manufacturer at<=2%of [F[24]1 E]Does Not :design air flow. 'E]Not Observable jElNot Applicable 4Q.1.1 Programmable thermostats TIComplies JE]Does Not [FIO]2 i installed for control of primary heating and cooling systems and []Not Observable initially set by manufacturer to E]Not Applicable code specifications. 403J:2 i Heat pump thermostat installed T]Complies on heat pumps. ElDoes Not []Not Observable 1EINot Applicable 4035.1 !Circulating service hot water E]Complies !systems have automatic or I accessible manual controls. _ElNot Observable 1EINot Applicable 11 High Impact(Tier 1) 2- Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: O#QU24 Report date: 06/23/20 Data filename: Page 8111 Section 'Plans Verified ' Meld Verified # - 'I"iha!inspection Provisions Complies?. 'Comments/Assumptions &Req,ID , Value Vaiue 403.6:I All mechanical ventilation system )❑Complies ; [F125]? (fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy j s; " and air flow limits per Table :'I❑Not Observable R403.6.1. ; 3• ❑Not Applicable 403:2' Hot water boilers supplying heat . �` x❑Complies [F126j?-., :, through one-or two-pipe heating °`° :£❑Does Not V..I systems have outdoor setback ;• °� y i[]Not Observable ; control to lower boiler water 7 ;temperature based on outdoor " ` .q ,. ke 3❑Not Applicable " temperature. 403.5'.1.1, Heated water circulation systems = ❑Complies ; [FIU]Z,',"=_J have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable =syphon circulation systems are not present.Controls for F circulating hot water system PUMPS start the pump with signal Ffor hot water demand within the t _ t a occupancy. Controls � ° z;°° • �; , automatically turn off the pump 1 ; '?when water is in circulation loop F ;":• is at set-point temperature and Y' no demand for hot water exists. 4633.5.1.2_'Electric heat trace systems Elco [F129]2a,'...° comply with IEEE 515.1 or UL ❑p 515.Controls automatically NI BOR�2�0 ;adjust the energy input to the 0,: [Ell a �� heat tracing to maintain the ;;" ppli desired water temperature in the ; a piping. d '•�e 403,5.2 ;Demand recirculation water A °;❑C est - = systems have controls that ,'�' Do[F130]Z' , 234 • �� 1 manage operation of the pumps eJ ,and limit the temperature of the '� ° k; ❑Not water entering the cold water 5: �❑Not Applica piping to<= 1049F. I ± Jul 01„2020 403.5:4: ;j Drain water heat recovery units f ❑Complies ; [F1311?- tested in accordance with CSA „'' ❑Does Not a 855.1. Potable water-side i pressure loss of drain water heat ; ; ;❑Not Observable ; recovery units < 3 psi for ,`.° ❑Not Applicable ;individual units connected to one ; e or two showers. Potable water- ; ;side pressure loss of drain water ; heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent `❑Complies [FI6]i Mixtures have high efficacy lamps. ❑Does Not I❑Not Observable ; ❑Not Applicable j 404,1.1. 'Fuel gas lighting systems have ❑Complies ; [F]23]3: !no continuous pilot light. ? []Does Not 4 �'] Observable ; .. 1❑Not , { << ❑Not Applicable 461:3,; Compliance certificate posted. ' ° ❑Complies [F17]z w•� ❑Does Not ,,❑Not Observable ❑Not Applicable F 1 High Impact(Tier 1) 1,2 IMedium Impact(Tier 2) '3 Low impact(Tier 3) Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 911 Section Plans Verified Meld Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 303.3. $Manufacturer manuals for £❑Complies ; [FI1813" mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ; l" ❑Not Applicable Additional Comments/Assumptions: pF NFA �P P� W 8011/ �O co Q7 z 0693 42- FESS10 Jul 01, 2020 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 0#9024 Report date: 06/23/20 Data filename: Page 1011 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Pam . e Window 0.26 0.34 Door 0.26 0.34 .. Heating System: QF NFA, Cooling System: Water Heater: cQ:- Name: Date: _ Comments 0 \ AR�9342' �� FESSI� Jul 01, 2020 Report date: 06/23/20 Page 11 R TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES SECTIONS R-1 & R3 3' -may 1 2 36—op I Q Q GROUND SNOW LOAD: 20 psf BALANCED SNOW LOAD: 20.4 psf TRUSS NO.:TV3-36 UNBALANCED SNOW LOAD: 30.62 psf JOB NO.:200225 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 psf PITCH:3/12 UNBALANCED SNOW LOAD LENGTH: 6.57 ft SPAN:36-0" TC DL: 10 psf TRUSS CENTERS: 16 in O.C. APPLIED MWFRS UPLIFT: 18.78 psf WINDWARD AT 98/127 mph 12.17 psf LEEWARD AT 98/127 mph APPLIED C&C UPLIFT: 26.74 psf AT 981127 mph MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS(lbs): MWFRS C&C MEMBER SPECIES DL+LL+ 0.6 DL+ 0.6 DL+ 1-2 12 x 12 SYP#2 DEAD 20 psf 98/127 mph 98/127 mph LOAD GSL UPLIFT UPLIFT EXTERIOR WALL VERTICAL 152 421 -58 230 EXTERIOR WALL LATERAL 0 0 66 80 NOTES:1.RIDGE REACTIONS ARE TOTAL FOR BOTH SIDES. RIDGE1 304 1 808 1 -19D 460 2.WIND PER ASCE 7-10,127 mph(Vult)=98 mph(Vasd),EXP.B. 3.SNOW PER ASCE 7-10,20 psf GSL,Ct=1.1,Ce=1.0 : , MAXIMUM INTERACTION&DEFLECTION: DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. "% MAXIMUM 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES MAXIMUM DEFLECTION TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. 50 r CSI (in) C/ 5.DRIFTING SNOW FROM AN UPPER ROOF HAS BEEN CONSIDERED IN THIS DESIGN. i TOP CHORDI 0.767 1 0WA .491 453 07875 a � RC 1 BARLOW ENGINEERING,P.C. C:2020120022srvs-3s 06/26/2020 6512 SIX FORKS RD.,SUITE RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS n PROJECT NUMBER: 200226 ® 06/26/2020 TRUSS NUMBER: TV3-36 TRUSS PITCH: 3/12 TRUSS SPAN: 36'-0" ` \ B UPLIFT CONNECTIONS(MWFRS LOADS): 98/127 mph EXTERIOR WALL CHECK STRAP QTY/END QTY 1 END CHECK ALT.STRAP QTY 1 END QTY I END CHECK ALT.STRAP QTY I END UPLIFT(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS I 6 ga STAPLE SIMPSON CS2D STRAP 10 d NAILS 58 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MAXIMUM OF DL+LL+20 psf GSL&0.6 DL+98/127 mph WIND CONDITION"A"-RIDGE: I CHECK STRAP I QTY I END I QTY/END I CHECK ALT.STRAP QTY I END QTY/END I CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 18 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 116 SNOW 1.15 OK 2 2 OK 2 2 OK 2 ALTERNATE:USE(2)8 d NAILS EACH END OF 1 x 4 SHEAR(Ibs) CASE CD 466 SNOW 1.15 OK FOR(2)SIMPSON A34(OR SUITABLE HANGER) CONDITION"B"-THRUST BEAM: CHECK STRAP LATERAL(Ibs) F CASE CD SIMPSON A34 RAFTER TO TOP PLATE 80 WIND 1.6 OK PLUS USE 16 d NAILS AT 16"O.C.THROUGH PLATE TO FLAT BEAM RC 2 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B C:%202M2002251TV3-36 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES COMPONENT LOAD SUMMARY EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 plf WALL LATERAL LOAD= 18.73 psf x 10 1112= 93.65 plf FLOOR DEAD LOAD= 10 psf x 10 ft/2= 50 plf 10 psf x 12 ft/2= 60 plf FLOOR LIVE LOAD= 40 psf x 10 ft/2= 200 plf 40 psf x 12 ft/2= 240 plf CEILING DEAD LOAD= 5 psf x 10 ft/2= 25 plf 5 psf x 12 ft/2= 30 plf FLOOR DEAD LOAD= 10 psf x 14 ft/2= 70 plf 10 psf x 16 ft/2= 80 plf FLOOR LIVE LOAD= 40 psf x 14 ft/2= 280 plf 40 psf x 16 ft/2= 320 plf CEILING DEAD LOAD= 5 psf x 14 ft/2= 35 plf 5 psf x 16 ft/2= 40 plf LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD LOCATION 2=RIDGE BEAM(TOTAL FOR BOTH SIDES) LOCATION 3=SIDEWALL PERIMETER BAND 'CROSS SECTION IS FOR REFERENCE ONLY LOCATION 4=ENDWALL PERIMETER BAND(VARIOUS MODULE WIDTHS) AND MAY NOT REFLECT ACTUAL TRUSS LOCATION 5=SIDEWALL EXT.WALL HEADER&EXT.WALL STUD LOCATION 6=ENDWALL EXT.WALL HEADER&EXT.WALL STUD LOCATION 7=SIDEWALL PERIMETER BAND LOCATION 8=ENDWALL PERIMETER BAND(VARIOUS MODULE WIDTHS) O 1S LOCATION 9=SIDEWALL EXT.WALL HEADER&EXT.WALL STUD LOCATION 10=ENDWALL EXT.WALL HEADER&EXT.WALL STUD LOCATION 11=SIDEWALL PERIMETER BAND 4 LOCATION 12=ENDWALL PERIMETER BAND(VARIOUS MODULE WIDTHS) ® Q LOCATION 13=THRUST BEAM LATERAL LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE a FOUNDATION LOADS TRUSS TV3-06.3/12 PITCH,36'-0"WIDTH COMPONENT LOADS(lbs/ft) 20 psf GROUND SNOW (RIDGE BEAM LOADS ARE TOTAL FOR BOTH SIDES&MATING WALL LOADS ARE PER SIDE OF LINE) 0 LOCATION 1 2 3 4(10 ft) 4(12 fl) 4(14 ft) 4(16 ft) DEAD LOAD 114 228 234 290 300 310 320 a LIVE LOAD 202 378 202 200 240 280 320 TOTAL LOAD 316 606 436 490 540 590 640 LOCATION 5 6(10 fl) 6(12 ft) 6(14 ft) 6(16 ft) 7 8(10 ft) 8(12 ft) 8(14 f) 8(16 ft) 12 DEAD LOAD 234 315 330 345 360 354 485 510 515 530 11 11 LIVE LOAD 1 202 1 200 240 280 320 202 400 1 48Q 560 640 TOTAL LOAD 436 515 570 625 680 556 885 1 990 1075 1170 LOCATION 9 10(10 ft) 10(12 ft) 10(14 ft) 10(16 ft) 1 11 1 12(10 ft) 12(12 ft) 12(14 ft) 12(16 ft) 13(LAT) g$ Rt: 60d DEAD LOAD 354 510 540 550 570 474 680 720 740 770 0xi�C ; LIVE LOAD 202 400 460 560 640 202 600 720 840 960 0 t' r > . TOTAL LOAD 556 910 1020 1110 1210 676 1260 1440 1580 1730 0 � •>. �� LOCATION 1 2 3 4(10 ft) 4(12 ft) 4(14 ft) 4(16 ft) UPLIFT(0.6)DEAD LOAD 66 137 140 174 180 186 192 98/127 mph UPLIFT -173 -173 1 -33 - - - - LOCATION 5 6(10 ft) 6(12 ft) 6(14 ft) 6(16 ft) 7 8(10 fl) 8(12 ft) 8(14 ft) 1 8(16 ft) '0787,151 t UPLIFT(0.6)DEAD LOAD 140 189 198 207 216 212 291 306 309 316 98/127 mph UPLIFT -33 LOCATION 9 10(10 ft) 10(12 ft) 10(14 fl) 10(l 6 ft) 11 12(10 ft) 12(12 fl) 12(14 ft) 12(16 ft) 13(LAT) /� �+ �ry UPLIFT(0.6)DEAD LOAD 212 306 324 330 342 284 408 432 444 462 0 06/26/2020 98/127 mph UPLIFT 144 `13 LAT=MWFRS+WALL LATERAL BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B 0:120201200225\TV3-36 RC 3 RALEIGH,NC 27615 TRUSS CALCULATIONS LEG Y .I''.0 Ivl I NOTES: . - 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. ;' m� 4, # 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. I ,e p��r r7 6✓ -67t FLAT THRUST BEAM SPANS O6I26I2020 TV3-36,98/127 mph WIND BASED ON 1/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED DEFLECTIO MAXIMUM I LIMITED DEFLECTIO MAXIMUM LIMITED DEFLECTIO MAXIMUM LIMITED DEFLECTION MEMBER LOAD(plf) QUANTITY d/b SPAN BY (in) SPAN BY (in) SPAN BY (in) SPAN BY (in) 2x4SPF#2 144 1 2.3 4'-10" Ld 0.243 4'-3" Ld 0.142 3'-10" Ld 0.097 5'-9" Ld 0.5 2 1.2 7'-8" Ld 0.386 6'-8" Ld 0.225 6'-1" Ld 0.153 8'-2" Ld 0.5 3 0.8 10'-1" Ld 0.505 W-9" Ld 0.294 8'-0" Ld 0.201 10'-0" Ld 0.5 4 0.6 12'-2" Ld 0.612 10'-8" Ld 0.356 9'-8" Ld 0.243 11'-7" Ld 0.5 2x4SYP#2 144 1 2.3 4'-10" Ld 0.243 4'-3" Ld 0.142 3'-10" Ld 0.097 5'-5" Lb 0.386 2 1.2 7'-8" Ld 0.386 6'-8" Ld 0.225 6'-1" Ld 0.153 8'-2" Ld 0.5 3 0.8 10'-1" Ld 0.505 8'-9" Ld 0.294 8'-0" Ld 0.2 10'-0" Ld 0.5 4 0.6 12'-2" Ld 0.611 10'-8" Ld 0.356 9'-8" Ld 0.243 11'-7" Ld 0.5 2 x 4 HEM-FIR#2 144 1 2.3 4'-9" Ld 0.238 4'-1" Ld 0.138 3'-9" Ld 0.094 5'-8" Ld 0.5 2 1.2 7'-6" Ld 0.377 6'-6" Ld 0.219 5'-11" Ld 0.149 8'-1" Ld 0.5 3 0.8 9.-10.. Ld 0.493 8'-7" Ld 0.287 7'-9" Ld 0.196 9.-loll Ld 0.5 4 0.6 11'-11" Ld 0.597 10'-5" Ld 0.348 9'-5" Ld 0.237 11'-5" Ld 0.5 2 x 4 SP SELECT STR. 144 1 2.3 5'-3" Ld 0.265 4'-7" Ld 0.154 4'-2" Ld 0.105 6'-2" Ld 0.5 2 1.2 8'-4" Ld 0.42 7'-4" Ld 0.245 6'-7" Ld 0.167 8'-9" Ld 0.5 3 0.8 10'-11" Ld 0.55 9'-7" Ld 0.32 8'-8" Ld 0.218 10'-8" Ld 0.5 4 0.6 13'-3" Ld 0.666 ll'-7" Ld 0.388 10'-6" Ld 0.264 12'-4" Ld 0.5 1.5x3.5LVL 144 1 2.3 5'-5" Ld 0.274 4'-9" Ld 0.16 4'-4" Ld 0.109 6'-4" Ld 0.5 2 1.2 8'-8" Ld 0.435 7'-7" Ld 0.253 6'-10" Ld 0.173 9'-0" Ld 0.5 3 0.8 11'-4" Ld 0.569 9.-Il" Ld 0.331 9'-O" Ld 0.226 11'-0" Ld 0.5 4 0.6 13'-9" Ld 0.689 12'-0" Ld 0.401 10'-11" Ld 0.273 12'-8" Ld 0.5 2 x 6 SPF#2 144 1 3.7 7'-7" Ld 0.382 6'-B" Ld 0.223 6'-0" Ld 0.152 8'-2" Ld 0.5 2 1.8 12'-1" Ld 0.606 10'-7" Ld 0.353 9'-7" Ld 0.241 11'-6" Ld 0.5 3 1.2 15'-10" Ld 0.793 13'-10" Ld 0.462 12'-7" Ld 0.315 14'-1" Ld 0.5 4 0.9 19'-2" Ld 0.959 16'-9" Ld 0.559 15'-2" Ld 0.381 16'-3" Ld 0.5 2x6SYP#2 144 1 3.7 7'-7" Ld 0.382 6'-8" Ld 0.223 6'-0" Ld 0.152 8'-2" Ld 0.5 2 1.8 12'-1" Ld 0.606 10'-7" Ld 0.353 9'-7" Ld 0.24 11'-6" Ld 0.5 3 1.2 15'-10" Ld 0.792 13'-10" Ld 0.461 12'-6" Ld 0.314 14'-1" Ld 0.5 4 0.9 19'-1" Ld 0.958 16'-8" Ld 0.558 15'-2" Ld 0.36 16'-3" Ld 0.5 2x6HEM-FIR#2 144 1 3.7 7'-5" Ld 0.373 6'-6" Ld 0.217 5'-11" Ld 0.148 8'-0" Ld 0.5 2 1.8 11'-9" Ld 0.591 10'-3" Ld 0.344 9'-4" Ld 0.235 ll'-4" Ld 0.5 3 1.2 1.5 5" Ld 0.774 13'-6" Ld 0.451 12'-3" Ld 0.307 13'-10" Ld 0.5 4 0.9 18'-8" Ld 0.936 16'-4" Ld 0.545 14'-10" Ld 0.371 16'-0" Ld 0.5 2 x 6 SP SELECT STR. 144 1 3.7 W-3" Ld 0.416 7'-3" Ld 0.242 6'-7" Ld 0.165 B'-8" Ld 0.5 2 1.8 13'-2" Ld 0.659 11'-6" Ld 0.384 10'-5" Ld 0.262 12-'-3" Ld 0.5 3 1.2 17'-3" Ld 0.863 15'-0" Ld 0.503 13'-8" Ld 0.342 15'-0" Ld 0.5 4 0.9 20'-10" Ld 1.044 18'-2" Ld 0.608 16'-6" Ld 0.414 17'-4" Ld 0.5 1.5x5.5LVL 144 1 3.7 8'-7" Ld 0.431 7'-6" Ld 0.251 6'-10" Ld 0.171 B'-11" Ld 0.5 2 1.8 13'-7" Ld 0.682 11'-11" Ld 0.397 10'-9" Ld 0.271 12'-7" Ld 0.5 3 1.2 17'-10" Ld 0.892 15'-7" Ld 0.52 14'-1" Ld 0.354 15'-5" Ld 0.5 4 0.921'-7" Ld 1.079 18'-10" Ld 0.629 17'-1" Ld 0.428 17'-9" Ld 0.5 BARLOW ENGINEERING,P.C. RIC 4 6512 SIX FORKS RD.,SUITE 203-B C:\202012002251N3-36 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CLI � E 9 LL NIP NOTES: , 1§ I t 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6 S FLAT USE-FACTOR(Cfu)=1.2. 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. ;> BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. �g� :• � " FLAT THRUST BEAM SPANS 06/26/2020 ` TV3-36,961127 mph WIND BASED ON 1/240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 1/480 DEFLECTION BASED ON 112"MAX.DEFLECTION MAXIMUM LIMITED DEFLECTIOMAXIMUM LIMITED DEFLECTIO MAXIMUM LIMITED IDEFLECTIO MAXIMUM LIMITED DEFLECTION MEMBER LOAD(plf) QUANTITY d/b SPAN BY (in) SPAN BY (in) SPAN BY (in) SPAN BY (in) 2xBSPF#2 144 1 4.8 10'-0" Ld 0.504 8'-9" Ld 0.293 7'-11" Ld 0.2 10'-0" Ld 0.5 2 2.4 15'-11" Ld 0.798 13'-11" Ld 0.465 12'-8" Ld 0.317 14'-2" Ld 0.5 3 1.6 20'-10" Ld 1.044 18'-2" Ld 0.608 i6'-6" Ld 0.414 17'-4" Ld 0.5 4 1.2 25'-2" Ld 1.262 22'-0" Ld 0.735 20'-0" Ld 0.501 20'-0" Ld 0.5 2x8SYP#2 144 1 4.8 10'-0" Ld 0.504 8'-9" Ld 0,293 7'-11" Ld 0.2 10'-0" Ld 0.5 2 2.4 15'-11" Ld 0.798 13'-11" Ld 0.465 12'-7" Ld 0.317 14'-2" Ld 0.5 3 1 1.6 20'-10" Ld 1.043 18'-2" Ld 0.607 16'-6" 1 Ld 0.414 17'-4" 1 Ld 0.5 4 1.2 25'-2" Ld 1.26 22'-0" Ld 0.734 20'-0" Ld 0.5 20'-0" Ld 0.5 2 x 8 HEM-FIR#2 144 1 4.8 9'-9" Ld 0.492 8'-7" Ld 0,286 7'-9" Ld 0.195 9'-10" Ld 0.5 2 2.4 15'-6" Ld 0.779 13'-7" Ld 0.454 12'-4" Ld 0.309 13'-11" Ld 0.5 3 1.6 20'-4" Ld 1.018 17'-9" Ld 0.593 16'-2" Ld 0.404 17'-0" Ld 0.5 4 1.2 24'-7" Ld 1.231 21'-6" Ld 0.717 19'-6" Ld 0.489 19'-7" Ld 0.5 2 x 8 SP SELECT STR. 144 1 4.8 10'-11" Ld 0.548 9'-6" Ld 0.319 8'-8" Ld 0.217 10'-8" Ld 0.5 2 2.4 17'-4" Ld 0.868 15'-2" Ld 0.506 13'-9" 1 Ld 0.345 15'-1" Ld 0.5 3 1.6 22'-8" Ld 1.136 19'-10" Ld 0.662 18'-0" Ld 0.451 18'-6" Ld 0.5 4 1.2 27'-5" Ld 1.374 24'-0" Ld 0.8 21'-9" Ld 0.545 2l'-4" Ld 0.5 1.5 x7.25 LVL 144 1 4.8 11'-4" Ld 0.567 9'-10" Ld 0.33 9'-0" Ld 0.225 10'-11" Ld 0.5 2 2.4 17'-11" Ld 0.898 15'-8" Ld 0.523 14'-3" Ld 0.356 15'-6" Ld 0,5 3 1.6 23'-5" Ld 1.174 20'-6" Ld 0.684 18'-7" Ld 0.466 18'-11" Ld 0.5 4 1.2 28'-4" Ld 1.419 24'-9" Ld 0.827 22'-6" Ld 0.563 21'-10" Ld 0.5 2x 10 SPF#2 144 1 6.2 12'-10" Ld 0.642 11'-2" Ld 0.374 10'-2" Ld 0.255 12'-0" Ld 0.5 2 3.1 20'-4" Ld 1.017 17'-9" Ld 0.592 16'-1" Ld 0.404 17'-0" Ld 0.5 3 2.1 26'-7" Ld 1.33 23'-2" Ld 0.774 21--l" Ld 0,528 20'-9" Ld 0.5 4 1.5 32--l" Ld 1.607 28'-0" Ld 0.936 25'-6" Ld 0.638 24'-0" Ld 0.5 2 x 10 SYP#2 144 1 6.2 12'-3" Lb 0.536 IV-2" Ld 0.374 10'-2" Ld 0.255 12'-0" Ld 0.5 2 3.1 20'-3" Ld 1.016 17'-9" Ld 0.592 16'-1" Ld 0.403 17'-0" Ld 0.5 3 2.1 26'-6" Ld 1.328 23'-2" Ld 0.773 21'-0" Ld 0.527 20'-9" Ld 0.5 4 1.5 32'-0" Ld 1.604 28'-0" Ld 0.934 25'-5" Ld 0.637 23'-11" Ld 0.5 2x 10 HEM-FIR#2 144 1 6.2 12'-6" Ld 0.627 10'-11" Ld 0.365 9'-11" Ld 0.249 11'-10" Ld 0.5 2 3.1 191-101, Ld 0.993 17'-4" Ld 0.578 15.-9.1 Ld 0.394 16'-8" Ld 0.5 3 2.1 25'-11" Ld 1.297 22'-8" Ld 0.756 20'-7" Ld 0.515 20'-5" Ld 0.5 4 1.5 31'-4" Ld 1.568 27'-4" Ld 0.913 24'-10" Ld 0.622 23'-6" Ld 0.5 2 x 10 SP SELECT STR. 144 1 6.2 13'-11" Ld 0.699 12'-2" Ld 0.407 11'-1" Ld 0.277 12'-10" Ld 0.5 2 3.1 22'-1" Ld 1.107 19'-4" Ld 0.645 17'-6" Ld 0.439 18'-1" Ld 0.5 3 2.1 28'-11" Ld 1.447 25'-3" Ld 0.843 22'-11" Ld 0.574 22'-2" Ld 0.5 4 1.5 34'-11" Ld 1.75 30'-6" Ld 1.019 27'-9" Ld 0.694 25'-7" Ld 0.5 1.5x9.25 LVL 144 1 6.2 14'-5" Ld 0.723 12'-7" Ld 0.421 11'-5" Ld 0.287 13'-2" Ld 0.5 2 3.1 22'-10" Ld 1.145 19'-11" Ld 0.667 18'-2" Ld 0.454 18'-7" Ld 0.5 3 1 2.1 29'-10" Ld 1.496 26'-1" Ld 0.871 23'-8" Ld 0.593 22'-8" Ld 0.5 4 1.5 36'-1" Ld 1.806 31'-6" Ld 1.052 28'-8" Ld 0.717 26'-2" Ld 0.5 RC 5 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B CA202012002251N3-36 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES 84r�y _ Jy� `i. /. •�(��„��"+�yyJJf NOTES: �%()I', q 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. � " 2. SEE INSTRUCTIONS REQ IRED BRACING. 5. MULTIPLE PLIES ARE PER MANFACTURER/CODE 3. SPANS ARE LIMITED BOYT HE MAXIMUM MUM THE DUE TO 6. DESIGNER TOACCOUNT OFOR DEFLECOTION AND SUPPORT CONNECTION. 106/26/2020 06/26/2020 BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. FLAT THRUST BEAM SPANS N3-36,981127 mph WIND BASED ON 1/240 DEFLECTION BASED ON 1/360 DEFLECTION BASED ON 11480 DEFLECTIONBASED ON 1/2"MAX.DEFLECTION MAXIMUM LIMITED DEFLECTIO MAXIMUM LIMITED IDEFLECTIO MAXIMUM LIMITED DEFLECTIO MAXIMUM LIMITED DEFLECTION MEMBER LOAD(plf) QUANTITY d/b SPAN BY (in) SPAN BY (in) SPAN BY (in) SPAN BY (in) 2X12SPF#2 144 1 7.5 15'-7" Lb 0.78 13'-7" Ld 0.455 12'-4" Ld 0.31 13'-11" Ld 0.5 2 3.8 24'-8" Ld 1.236 21'-7" Ld 0.72 19'-7" Ld 0.49 19'-8" Ld 0.5 3 2.5 32'-3" Ld 1.615 28'-2" Ld 0.94 25'-7" Ld 0.641 24'-1" Ld 0.5 4 1.9 39'-0" Ld 1.95 34'-0" Ld 1.136 30'-11" Ld 0.774 27'-9" Ld 0.5 2x 12SYP#2 144 1 7.5 14'-11" Lb 0.651 13'-7" Ld 0.455 12'-4" Ld 0.31 13'-11" Ld 0.5 2 3.8 24'-8" Ld 1.235 21'-6" Ld 0.719 19'-7" Ld 0.49 19'-8" Ld 0.5 3 2.5 32'-2" Ld 1.612 28'-1" Ld 0.939 25'-7" Ld 0.64 24'-0" Ld 0.5 4 1.9 38'-11" Ld 1.946 33'-11" Ld 1.133 301-101, Ld 0.772 27'-8" Ld 0.5 2x 12 HEM-FIR#2 144 1 7.5 15'-2" Ld 0.762 13'-3" Ld 0.444 12'-1" Ld 0.302 13'-8" Ld 0.5 2 3.8 24'-1" Ld 1.206 21'-0" Ld 0.702 19'-1" Ld 0.479 19'-4" Ld 0.5 3 2.5 31'-6" Ld 1.575 27'-6" Ld 0.917 25'-0" Ld 0.625 23'-7" Ld 0.5 4 1.9 38'-0" Ld 1.903 33'-2" Ld 1.108 30'-2" Ld 0.755 27'-2" Ld 0.5 2 x 12 SP SELECT STR. 144 1 7.5 16'-11" Ld 0.85 14'-10" Ld 0.495 13'-5" Ld 0.337 14'-10" 1 Ld 0.5 2 3.8 26'-10" Ld 1.345 23'-6" Ld 0.783 21'-4" Ld 0.534 21'-0" Ld 0.5 3 2.5 35'-1" Ld 1.758 30'-8" Ld 1.024 27'-10" Ld 0.698 25'-8" Ld 0.5 4 1.9 42'-5" Ld 2.124 37'-1" Ld 1.237 33'-8" Ld 0.843 29'-7" Ld 0.5 1.5x11.25LVL 144 1 7.5 17'-6" Ld 0.879 15'-4" Ld 0.512 13'-11" Ld 0.349 15'-3" Ld 0.5 2 3.8 27'-9" Ld 1.39 24'-3" Ld 0.81 22'-0" Ld 0.552 21'-6" Ld 0.5 3 2.5 36'-3" Ld 1.815 31'-B" Ld 1.057 28.797 Ld 0.72 26'-3" Ld 0.5 4 1.9 43'-9" Ld 2.191 38'-3" Ld 1.276 34'-9" Ld 0.87 30'-3" Ld 0.5 RC 6 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B C:\2020\2002251TV3-36 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES NOTES: 1. LOADS ARE UNIFORM ALONG BEAM LENGTH. 4. DURATION FACTOR(Cd)=1.6&FLAT USE FACTOR(Cfu)=1.2. 2. SEE INSTRUCTIONS FOR REQUIRED BRACING. 5. MULTIPLE PLIES ARE TO BE FASTENED PER MANFACTURER/CODE REQUIREMENTS. 3. SPANS ARE LIMITED BY THE MAXIMUM SPAN DUE TO 6. DESIGNER TO ACCOUNT FOR DEFLECTION AND SUPPORT CONNECTION. BENDING,DEFLECTION,OR SHEAR. 7.MID-SPAN SPLICING IS NOT ALLOWED. FLAT THRUST BEAM SPANS TV3-36,98/127 mph WIND BASED ON 1/240 DEFLECTION BASED ON 11360 DEFLECTION BASED ON 11480 DEFLECTION BASED ON 1/2"MAX.DEFLECTION MAXIMUM I LIMITED DEFLECTIO MAXIMUM I LIMITED DEFLECTIO MAXIMUM I LIMITED DEFLECTIO MAXIMUM LIMITED DEFLECTION MEMBER LOAD(plf) QUANTITY d/b SPAN BY (in) SPAN BY (in) I SPAN BY (in) SPAN BY (in) 1.5 x 12 LVL 144 1 8 18'-B" Ld 0.937 16'-4" Ld 0.546 14'-10" Ld 0.372 16'-0" Ld 0.5 2 4 29'-7" Ld 1.482 25'-10" Ld 0.863 23'-6" Ld 0.588 22'-7" Ld 0.5 3 2.7 3B.-811 Ld 1.935 33'-9" Ld 1.127 30'-B" Ld 0.768 27'-7" Ld 0.5 4 2 46'-8" Ld 2.335 40'-9" Ld 1.36 37'-0" Ld 0.927 31'-9" Ld 0.5 i1.5x14LVLi 1441 1 9.3 21'-10" Ld 1.093 19'-1" Ld 0.637 17'-4" Ld 0.434 17'-11" Ld 0.5 2: 41: 34'-6" Ld.' 1.727< 30'-2" Ld 1.006 27'-5" Ld 0.685 25'-4" Ld 0.5 3 3.1 45'-0" Ld 2.253 39'-4" Ld 1.312 35'-9" Ld 0.894 30'-11" Ld 0.5 4 2.3 54'-4" Ld 2.718 47'-5" Ld 1.583 43'-1" Ld 1.079 35'-7" Ld 0.5 1.5 x 16 LVL 144 1 10.7 24'-11 Ld 1.248 21'-9" Ld 0.727 191-9.1 Ld 0.495 191-101, Ld 0.5 2 5.3 39'-5" Ld 1.971 34'-5" Ld 1.148 31'-3" Ld 0.782 27'-11" Ld 0.5 3 3.6 51'-4" Ld 2.57 44'-10" Ld 1.497 40'-9" Ld 1.02 34'-1" Ld 0.5 4 2.7 61'-11" Ld 3.099 54'-V Ld 1.805 49'-2" Ld 1.23 39'-3" Ld 0.5 1.5 x 18 LVL 144 1 12 28'-0" Ld 1.403 24'-6" Ld 0.817 22'-3" Ld 0.557 21'-8" Ld 0.5 2 6 44'-3" Ld 2.215 38'-8" Ld 1.29 35'-1" Ld 0.879 30'-6" Ld 0.5 3 4 57'-8" Ld 2.886 501-5.. Ld 1.681 45'-9" Ld 1.145 37'-2" Ld 0.5 4 3 69'-6" Ld 3.477 60'-9" Ld 2.D25 55'-2" Ld 1.38 42'-9" Ld 0.5 1.5 x 20 LVL 144 1 13.3 31'-1" Ld 1.558 27'-2" Ld 0.908 24'-8" Ld 0.618 23'-5" Ld 0.5 2 6.7 49'-1" Ld 2.458 42'-11" Ld 1.432 39'-0" Ld 0.976 33'-0" Ld 0.5 3 4.4 64'-0" Ld 3.201 55'-11" Ld 1.864 50'-9" Ld 1.27 40'-2" Ld 0.5 4 3.3 77'-1" Ld 3.854 67'-4" Ld 2.245 61'-2" Ld 1.53 46'-3" Ld 0.5 1.5x22LVL 144 1 14.7 34'-3" Ld 1.713 29'-11" Ld 0.998 27'-2" Ld 0.68 25'-2" Ld 0.5 2 7.3 54'-0" Ld 2.701 47'-2" Ld 1.573 42'-10" Ld 1.072 35'-5" Ld 0.5 3 1 4.9 70'-3" Ld 3.515 61'-4" Ld 2.047 65'-9" Ld 1.395 43'-2" Ld 0.5 4 3.7 84'-7" Ld 4.23 73'-10" Ld 2.463 67'-1" Ld 1.679 49'-7" Ld 0.5 1.5 x 24 LVL 144 1 16 37'-4" Ld 1.868 32'-7" Ld 1.088 29'-7" Ld 0.741 26'-10" Ld 0.5 2 8 58'-10" Ld 2.942 51'-4" Ld 1.714 46'-B" Ld 1.168 37'-9" Ld 0.5 3 5.3 76'-6" Ld 3.827 66'-10" Ld 2.229 60'-9" Ld 1.519 46'-D" Ld 0.5 4 4 92'-0" Ld 4.603 80'-5" Ld 2.681 73'-0" Ld 1.827 52'-10", Ld 0.5 END CONNECTIONS: 1/4"LAG SCREWS Z= 82 lbs x 1.6= 131.2 lbs , 3/8"LAG SCREWS Z= 192 lbs x 1.6= 307.2 IDS 1/2"LAG SCREWS Z= 376 lbs x 1.6= 601.6 lbs FOR(2)1/4"LAG SCREWS: 131.2 lbs x 2 x 2 = 3.64 ft= 3'-7" MAXIMUM SPAN ;�� 144 pif a " ALLOWABLE BEAM SPANS FOR LAG SCREW CONNECTIONS: QUANTITY PER END OF BEAM SCREW 2 3 4 1 5 1 6 1 7 1 8 1 9 1 10 y� ' 1/4"LAG SCREWS 3'-7" 5'-5" 7'-3" 9'-1" 10'-11" 12'-9" 14'-6" 16'-4" 18'-2" 3/8"LAG SCREWS 8'-6" 12,_9" 17'_0" 21'_3" 25,_7" 29'-10" 34'-1„ 38'_4" 42'_8" .i1)7 7� :112"LAGSCRffWS� 16'_8" :2b'+©,r; 33'_5" 41'_9" 50'_1" 58'_5" 66'_11" 75'_2" 83'_6" � ,� °a RIC BARLOW ENGINEERING,P.C. 6512 81X FORKSSUITE 213-11 C12020\2002251TV3-36 06/26/2020RALEIGH,NC 27615 . I SECTION R-2 Page 19 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Roof LOADING: ASD LOCATION: CLG JOIST OVER GARAGE CODE: 2018 International Building Code TYPE: FLOOR JOIST NDS: 2018 NDS MATERIAL: SOLID SAWN Spruce-Pine-Fir No.2 (1)1.5 X 9.25 Olin)O.C. DRY wicine • i ° .r w. v " Start(ft)0 End(ft):12 Member Slope:0/12 Actual Length(ft):12 O.C.Spacing(in)0 Area Ix ly BSW Lams G Kcr (int) (in°) (in") (Ibf/ft) Creep Factor 13.88 .98.93. ........_.. 2.6 2.68 1^ 0.42 1.. Fb(psi) F4(psi) Fv(psi) Fc(psi) Fc.1(psi) E(psi)x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1107- 495 135'. 1150 425 1400 510 CM 1 _1 1.. 1 1 ._. ..... ...... .._. ............ .1 1 CT 1 7 1 1 1 1 1 C° 1 1 1 1 1 1 1 CF 1.1 1.1 1 1 1 1 1 Bending Adjustment Factors Cf,=1 Cr =1°15 F Unbraced Length(ft} Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12 0 12 _ 0 1.00 0.54 1.0 1.00 . PASS/FAIL _ MAGNI'T'UDE STRENGTH LOCATION(ft) LOAD COMBO_, DURATION FACTOR CD Shear Stress Y(psi) PASS 37.4 135.0 12 D+L 1 Bending Stress Y(psi),... . . .PASS 582A 1106.9 6 D+L 1 Deflection(in) PASS 0.135 0.400 6 L Bearing Stress(psi) PASS 65.9 425.0 0 D+L 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 106 240 0 0 0 00 0 0 0 0 B 106 . ... 240 0 0 0 0 0 0 0 U a Reaction Location A B •T® Type Left Magnitude Right Magnitude Laad Start(ft) Load End(ft) ' Load Type Direction Uniform(Ibf/ft) 40 40 0 12 Live Y Uniform(Ib€/ft) 15 15 0- 12 Dead Y Self Weight(Ibf/ft) 2.68 2°68 0 12 Dead Y n--.-wl...Y-.I1w1 nn'f A nA40 1---!--- ACM RLC 8 Y 1 LEGACY 0#9024 ", MONOSLOPE RAFTER(R4) 20 psf GRAVITY LOADS AT 16" REOW° O.C. BARLOW NO. 200225 RAFTER R4 GRAVITY June 16 2020 11:24 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL No 13 .3 plf LL Live Full UDL Yes 27.2 plf Self-weight Dead Full UDL No 6.1 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 29.594' 2' 27' 29' Unfactored: Dead 285 285 Live 397 397 Factored: Total 681 681 Bearing: ... F'theta 765 �� 765 Capacity Beam 1168 ' 1168 Support 681 z" .01 O 681 Des ratio A .? Beam 0.58r;. •a ,ktsi,, -. K �`� � :E: � 0.58 Support 1.00 '- 1.00 Load comb 45 _ #8 Length 0.64 " ` ; Z' d 0.64 Min req'd 0.64** 0.64** t Cb 1.58 - W� -' 1.58 Cb min 1.58 " 1.58 Cb support 1.25 1.25 Fcp sup 565 565 **Minimum bearing length governed by the required width of the supporting member. Maximum reaction on at least one support is from a different load combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical load combination. LVL n-ply, 2.0E, 28501Fb, 1-1/2"x14", 1-ply Supports: All- Lumber Stud Wall, S. Pine Stud Total length: 29.59'; Clear span: 2', 25.29', 2'; volume=4.3 cu.ft.; Pitch: 2/12 Lateral support: top= full, bottom= full; RC 9 A . F] I Woodworks® Sizer SOFTWARE FOR WOOD DESIGN RAFTER R4 GRAVITY WoodWorksO Sizer 11.1 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2015 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 37 Fv' = 285 psi fv/Fv' = 0.13 Bending(+) fb = 887 Fb' = 2850 psi fb/Fb' = 0.31 Bending(-) fb = 23 Fb' = 2850 psi fb/Fb' = 0.01 Deflection: Interior Live 0.36 = L/849 0.84 = L/360 in 0.42 Total 0.73 = L/414 1.27 = L/240 in 0.58 Cantil. Live -0.09 = L/265 0.14 = L/180 in 0.68 Total -0.19 = L/130 1 0.20 = L/120 I in 0.92 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fb'+ 2850 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - - 4 Fb' - 2850 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 4 Eminy' 1.04 million - 1.00 - - - - 1.00 - - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+L, V max = 578, V design = 523 lbs Bending(+) : LC #4 = D+L (pattern: _L_) , M = 3621 lbs-ft Bending(-) : LC #2 = D+L, M = 94 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 686e06 lb-int "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 4. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 5. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 6. SLOPED BEAMS: level bearing is required for all sloped beams. 7. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 9W � � A6o r N ` e co __ ps co ICDI RC 1 LEGACY 0#9024 .y dWorks.- MONOSLOPE RAFTER (R4) 98/127 mph UPLIFT LOADS AT 16" :.: O.C. BARLOW NO. 200225 RAFTER R4 UPLIFT u�r•<.- . June 16 2020 11:26 Design Check Calculation Sheet Woodworks Sizer 11.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full UDL No 8.0 plf UP Wind Full UDL No -35.7 plf Self-weight Dead Full UDL No 6.1 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 29.594' 2' 27' 29' Unfactored- Dead 207 207 Wind -518 -518 Factored: Uplift -187 -187 Total 207 207 Bearing: F'theta 764 ¢ +� 764 Capacity ' Beam 1003 .= ate, p 1003 Support 530 Des ratio Beam 0.21 �. 0 .21 Support 0.39 _� 0.39 Load comb #1 ' � #1 Length 0.50* s 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.75 Cb min 1.75 1.75 Cb support 1.25 1.25 Fcp sup 1 1 5651 565 *Minimum bearing length setting used: 1/2"for interior supports Maximum reaction on at least one support is from a different load combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical load combination. RC 11 r � , F] IWoodWorks® Sizer SOFTWARE FOR WOOD DESIGN RAFTER R4 UPLIFT Woodworks®Sizer 11.1 Page 2 LVL n-ply, 2.OE, 285OFb, 1-112"x14", 1-ply Supports: All - Lumber Stud Wall, S. Pine Stud Total length: 29.59'; Clear span: 2.006', 25.303', 2.006'; volume=4.3 cu.ft.; Pitch: 2/12 Lateral support: top=full, bottom=full; Analysis vs. Allowable.Stress and Deflection using NDS 2015 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 11 Fv' = 257 psi fv/Fv' = 0.04 Bending(+) fb = 266 Fb' = 2565 psi fb/Fb' = 0.10 Bending(-) fb = 205 Fb' = 4560 psi fb/Fb' = 0.05 Deflection: Interior Live -0.28 = <L/999 0.84 = L/360 in 0.33 Total -0.17 = <L/999 1.27 = L/240 in 0.14 Cantil. Live 0.07 = L/341 0.14 = L/180 in 0.53 Total 0.04 = L/558 0.20 = L/120 in 0.21 Additional Data: FACTORS: F/E(psi).CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 0.90 - 1.00 - - - - 1.00 - 1.00 1 Fb'+ 2850 0.90 - 1.00 1.000 1.00 - 1.00 1.00 - - 1 Fb' - 2850 1.60 - 1.00 1.000 1.00 - 1.00 '1.00 - - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Eminy' 1.04 million - 1.00 - - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS. Shear : LC #1 = D only, V max = 176, V design = 159 lbs Bending(+) : LC #1 = D only, M = 1084 lbs-ft Bending(-) : LC #2 = .6D+.6W, M = 838 lbs-ft Deflection: LC #2 = .6D+.6W (live) LC #1 = D only (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 686e06 lb-int "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support - as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015),.and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 4. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 5. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 6. SLOPED BEAMS: level bearing is required for all sloped beams. 7. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. - o coCNJ.1 C> TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS PROJECT NUMBER: 200225 {$^x1».=° 1 TRUSS NUMBER: RAFTER R4 - TRUSS PITCH: 2112 r "" TRUSS SPAN: 25'-0" 06/26/2020 UPLIFT CONNECTIONS: 98!127 mph EXTERIOR WALL AT RIDGE CHECKS RAP QTY!END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs) I CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 518 1 WIND 1.6 NO GOOD N/A N/A OK 2 5 OK 4 ALTERNATE:(6)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(4)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD EXTERIOR WALL AT HEEL CHECK STRAP I QTY/END I QTY/END CHECK ALT.STRAP I QTY/END I QTY/END I CHECK ALT.STRAP QTY/END UPLIFT(lbs/PER SIDE) CASE CD 1 112"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 518 WIND 1.6 NO GOOD N/A N/A OK 2 5 OK 4 ALTERNATE:(6)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(4)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD COMPONENT LOAD SUMMARY TRUSS RAFTER R4,2/12 PITCH,25'-0"WIDTH COMPONENT LOADS fibs/ft) 20 psf GROUND SNOW LOCATION 1 2 DEAD LOAD 214 214 LIVE LOAD 297 TOTAL LOAD 511 511 511 C&C UPLIFT LOCATION 1 2 UPLIFT(0.6)DEAD LOAD 128 128 981127 mph UPLIFT -389 -389 RC 13 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 208.6 C1202012002251RAFTER R4 RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES SECTION R-5 5 5 � t 4'-108' :10 7 11 t" 1 2 3n 24'_0„ -I GROUND SNOW LOAD: 20 psf TC DL: 10 psf *BALANCED SNOW LOAD: 20.4 psf BC DL: 10 psf TRUSS NO.: HT2-24-SPECIAL DRIFTING SNOW LOAD: N/A psf BC LL: 10 psf WHERE h<42" JOB NO.:200225 OPPOSITE SIDE UNB.SNOW LOAD: NIA psf BC LL: 20 psf WHERE h?42" PITCH:2/12 DRIFTING SNOW LOAD LENGTH: NIA ft SPAN:24'-0" APPLIED MWFRS UPLIFT: 18.84 psf WINDWARD AT 98/127 mph TRUSS CENTERS: 16 in O.C. 11.46 psf LEEWARD AT 913/127 mph APPLIED C&C UPLIFT: 26.83 psf AT 98/127 mph *5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS(Ibs): MWFRS C&C MEMBER SPECIES DL+LL+ 0.6 DL+ 0.6 DL+ 1-3 2 x 10 SYP#2 DEAD 20 psf 98/127 mph 98/127 mph 4-5 2 x 6 SYP#2 LOAD GSL UPLIFT UPLIFT 6-9 2 x 6 SYP#2 MATING WALL(1) 314 666 -146 -286 10-12 2 x 4 SYP#2 EXTERIOR WALL (4) 246 491 -60 -148 EXTERIOR WALL (5) 56 170 -71 -115 MAXIMUM INTERACTION&DEFLECTION: NOTES: 1.MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. =-•:;gt MAXIMUM 2.WIND PER ASCE 7-10,127 mph(Vult)=98 mph(Vasd),EXP.B. a-' MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-10,20 psf GSL,Ct=1.1,Ce=1.0 )`' y(;(=f: CSI (in) l/ l DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. 1, +'. * BOTTOM CHORD 0.579 0.288 596 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES , TOP CHORD 0.430 0.327 555 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. +: �' _ WEB 0.046 0.00 ***** k RIC 14 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203.8 C:12020\2002251HT2-24-SPECIAL 06e2 6/202o RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS �.d` .. OB 06/26f2020 PROJECT NUMBER: 200225 �"------� TRUSS NUMBER: HT2-24-SPECIAL TRUSS PITCH: 2112 0 1 � TRUSS SPAN: 24'-0" UPLIFT CONNECTIONS(MWFRS LOADS): 981127 mph EXTERIOR WALL AT RIDGE (5) CHECKS RAP QTY/END QTY/END CHECK ALT.STRAP QTY 1 END QTY 1 END CHECK ALT.STRAP QTY 1 END UPLIFT(Ibs) I CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON C620 STRAP 10 d NAILS 71 1 WIND 1.6 OK 2 2 OK 2 2 1 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MATING WALL(1) CHECK STRAP I QTY/END I QTY/END CHECK ALT.STRAP QTY/END I QTY/END I CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE) CASE CD 1 1/2"x 26ga STRAP 1 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 1 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 146 WIND 1.6 OK 2 1 2 OK 2 2 1 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD EXTERIOR WALL AT HEEL (4) 1 CHECK STRAP I QTY/END QTY!END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 60 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE: (2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD RC 15 BARLOW ENGINEERING,P.C. 6512 Six FORKS RD.,SUITE 20348 C:\2020\200225\HT2-24-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES 'IA TRUSS CONNECTIONS } a B B y '- ?i� At PROJECT NUMBER: 200225 r # t "tu TRUSS NUMBER: HT2-24-SPECIAL — _ y ,7 TRUSS PITCH: 2112 �� 11 TRUSS SPAN: 24'-0" '0787 MAXIMUM OF DL+LL+20 psf GSL&0.6 DL+98/127 mph WIND 06/26/2020 CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) I CASE I CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 112"x 20 ga STRAP 10d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 38 1 SNOW 1 1.15 OK 2 2 OK 2 2 OK 2 STRAP RIDGE BEAM TO WALL STUD AND WALL STUD TO FLOOR BAND SHEAR(Ibs) I CASE I CD 166 1 SNOW 1 1.15 JUSE(2)16 d NAILS TOENAILED INTO BEAM ALTERNATE:OK FOR(2)FOR SIMPSON L30 ANGLE w/(4)10 d NAILS RAFTER TO BEAM CONDITION"B"-TOP CHORD FLIP: TENSION(Ibs) CASE CD 24 SNOW 1.15 USE(1)6 d NAILS THROUGH SHEATHING EACH SIDE ALTERNATE:USE(1)16 ga STAPLE THROUGH SHEATHING EACH SIDE SHEAR(Ibs) CASE CD 144 SNOW 1.15 USE(2)16 d NAILS TOENAILED EACH END PLUS USE 10 d NAILS AT 12 in O.C.THROUGH PLATES CONDITION"C"-INBOARD LINE KNEE WALL: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 259 WIND 1.6 OK 2 3 OK 2 3 OK 2 COMPRESSION(Ibs) CASE CD 445 SNOW 1.15 USE(4)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) CONDITION"D"-OUTBOARD KNEE WALL: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 134 WIND 1.6 OK 2 2 OK 2 2 OK 2 COMPRESSION(Ibs) CASE CD 150 SNOW 1.15 USE(2)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) CONDITION"E"-HEEL: TOP CHORD(Ibs) CASE CD 158 WIND 1.6 USE(1)1/2"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS(N/A)6 d NAILS OR(N/A)16 ga STAPLES PER GUSSET EACH SIDE ALTERNATE: USE(1)1/2"BOLT(DOUBLE SHEAR;318"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) CASE CD 38 SNOW 1 1.15 JUSE(1)6 d NAILS OR(1)16 ga STAPLES PER GUSSET EACH SIDE RC 16 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203.8 C'.M2012002251HT2-24-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES `+& Its�•: a ttR#� 6Z p4 4 c 06/26/2020 COMPONENT LOAD SUMMARY TRUSS HT2-24-SPECIAL 2112 PITCH,24'-0"WIDTH COMPONENT LOADS(lbs/ft) ~- 20 psf GROUND SNOW LOCATION 1 2 3 DEAD LOAD 44 236 185 LIVE LOAD 84 264 184 TOTAL LOAD 128 500 369 C&C UPLIFT LOCATION 1 2 3 UPLIFT(0.6)DEAD LOAD 26 142 111 981127 mph UPLIFT -86 -215 -111 \ RC 17 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 200-B C:\20201200225\HT2-24-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES SECTION R-6 4 ��----12'-7.12 37'—4" GROUND SNOW LOAD: 20 psf TC DL: 10 psf •BALANCED SNOW LOAD: 20.4 psf BC DL: 10 psf TRUSS NO.:M-2-374-SPECIAL DRIFTING SNOW LOAD: N/A psf BC LL: 10 psf WHERE h<42" JOB NO.:200225 OPPOSITE SIDE UNB.SNOW LOAD: N/A psf BC LL: 20 psf WHERE h z 42" PITCH:2/12 DRIFTING SNOW LOAD LENGTH: N/A ft SPAN:37'-4" APPLIED MWFRS UPLIFT: 18.84 psf WINDWARD AT 98/127 mph TRUSS CENTERS: 16 in O.C. 11.46 psf LEEWARD AT 98/127 mph APPLIED C&C UPLIFT: 26.83 psf AT 98/127 mph *5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS fibs): MWFRS C&C MEMBER SPECIES DL+LL+ 0.6 DL+ 0.6 DL+ 1-5 12 x 12 SYP#2 DEAD 20 psf 98/127 mph 98/127 mph LOAD GSL UPLIFT UPLIFT RIDGE(1) 110 292 -77 -136 KNEE WALL(3) 245 651 -235 395 KNEE WALL(4) 80 212 -76 128 KNEE WALL(5) 103 275 -99 -167 EXTERIOR WALL(6) 144 383 -138 -232 S } � I . r;' MAXIMUM INTERACTION&DEFLECTION: NOTES: 1.WIND PER ASCE 7-10,127 mph(Vult)=98 mph(Vasd),EXP.B. �) MAXIMUM 2.SNOW PER ASCE 7-10,20 psf GSL,Ct=1.1,Ce=1.0 MAXIMUM DEFLECTION 3.COMPONENT DESIGN IS BASED ON C&C PRESSURES CSI (in) l/ TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. r �t`x ) TOP CHORDI 0.331 1 0.101 1 1792 Vl"ls`o1�� RC 18 X6/26/2020 BAX FOR ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B CA2020=0225=-37-4-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES �c TRUSS CONNECTIONS PROJECT NUMBER: 200225 �` ��, �� `a• <►. TRUSS NUMBER: M-2-37-0-SPECIAL ' as...- TRUSS PITCH: 2112 �fnl 06/26/2020 TRUSS SPAN: 37'-4" i —�� C UPLIFT CONNECTIONS(MWFRS LOADS): 981127 mph EXTERIOR WALL AT RIDGE(2) CHECK STRAP QTY!END QTY/END CHECK ALT.STRAP QTY!END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(lbs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 77 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD EXTERIOR WALL AT HEEL (6) CHECK STRAP I QTY!END I QTY/END CHECK ALT.STRAP QTY/END I QTY/END I CHECK ALT.STRAP QTY/END UPLIFT(lbs/PER SIDE) CASE CD 1 112"x 26ga STRAP 10 d NAILS 1 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 138 WIND 1 1.6 OK 1 2 2 OK 2 2 1 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MAXIMUM OF DL+LL+20 psf GSL&0.6 DL+981127 mph WIND CONDITION"A"-KNEE WALL(3): CHECK STRAP QTY/END QTY/END I CHECK ALT.STRAP IQTY/ENDI QTY/END I CHECK ALT.STRAP JQTYIEND TENSION(Ibs) CASE 11 CD 1 1/2"x 26ga STRAP I 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 1 10 d NAILS 1 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 395 WIND 1.6 OK 3 4 OK 2 4 1 OK 3 CONDITION"B"-KNEE WALL(4): CHECK STRAP QTY/END QTY/END I CHECK ALT.STRAP QTY/END QTY/END I CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 128 WIND 1.6 OK 2 2 OK 2 2 OK 2 CONDITION"C"-KNEE WALL(5): CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP IQTY/ENDIQTY/END I CHECK ALT.STRAP �QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 1 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 1 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 167 WIND 1.6 OK 2 2 OK 2 2 OK 2 RC 19 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B C:\202012002251M2-37-4-SPECIAL RALEIGH,NC 27616 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES el M u. e Ftx . .. ef, f)Pill 1� COMPONENT LOAD SUMMARY TRUSS M-2-37-4-SPECIAL,2112 PITCH,37'-4"WIDTH 06/26/2020 COMPONENT LOADS fibsffft 20 psf GROUND SNOW LOCATION 1 1 1 2 3 4M28 DEAD LOAD 83 184 60 77 LIVE LOAD 136 305 99 130 TOTAL LOAD 219 489 159 207 C&C UPLIFT LOCATION 1 2 3 4 5 UPLIFT(0.6)DEAD LOAD 50 110 36 46 65 981127 mph UPLIFT -102 -296 -96 -125 -174 o-� RC 2® BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-8 CA2020200225W2-37-4SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES SECTION R-7 22'—, C) 2 r 20'—0" GROUND SNOW LOAD: 20 psf TC DL: 10 psf •BALANCED SNOW LOAD: 20.4 psf BC DL: 10 psf TRUSS NO.:M-20-SPECIAL DRIFTING SNOW LOAD: 30.8 psf BC LL: 10 psf WHERE h<42" JOB NO.:200225 OPPOSITE SIDE UNB.SNOW LOAD: N/A psf BC LL: 20 psf WHERE h z 42" PITCH:2/12 DRIFTING SNOW LOAD LENGTH: N/A ft SPAN:20'-0" APPLIED MWFRS UPLIFT: 18.84 psf WINDWARD AT 98/127 mph TRUSS CENTERS: 16 in O.C. 11.46 psf LEEWARD AT 98/127 mph APPLIED C&C UPLIFT: 26.83 psf AT 98/127 mph •5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS(Ibs): MWFRS C&C MEMBER SPECIES DL+LL+ 0.6 DL+ 0.6 DL+ 1-3 2 x 6 SYP#2 DEAD 20 psf 96/127 mph 98/127 mph 4 2 x 4 SYP#2 LOAD GSL UPLIFT UPLIFT RIDGE(1)l 52 1 147 -43 -75 EXTERIOR WALL(3)l 94 1 266 -105 -173 KNEE WALL(5)l 183 1 514 1 -201 1 -332 NOTES: 1.WIND PER ASCE 7-10,127 mph(Vult)=98 mph(Vasd),EXP.B. MAXIMUM INTERACTION&DEFLECTION: 2.SNOW PER ASCE 7-10,20 psf GSL,Ct=1.1,Ce=1.0 MAXIMUM DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. fs'r �� MAXIMUM DEFLECTION CSI (in) l l 3.COMPONENT DESIGN IS BASED ON C&C PRESSURES kik` - s .tf•. °�". TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. TOP CHORDI 0.603 1 0.145 1 1621 5.DRIFTING SNOW FROM A 13'LENGTH UPPER ROOF APPLIED. > � v WEB 0.059 0.00 '***• c 07877�''i° RC 21 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B C:1202012002251M2-20-SPECIAL RALEIGH,NC 27615 06/26/2020 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS 1 t < Lu PROJECT NUMBER: 200225 TRUSS NUMBER: M-20-SPECIAL b TRUSS PITCH: 2H2 (�,r TRUSS SPAN: 20'-0" 06/26/2020 UPLIFT CONNECTIONS(MWFRS LOADS): 98/127 mph EXTERIOR WALL AT RIDGE(1) CHECK STRAP QTY I END QTY 1 END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 43 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD KNEE WALL(5) CHECK STRAP QTY/END I QTY/END CHECK ALT.STRAP QTY/END I QTY/END I CHECK ALT.STRAP QTY LEND UPLIFT(Ibs/PER SIDE) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 201 WIND 1.6 OK 2 2 OK 2 2 1 OK 2 ALTERNATE:(3)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD EXTERIOR WALL AT HEEL (3) 1 CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE) I CASECD 1 112"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 105 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MAXIMUM OF DL+LL+20 psf GSL&0.6 DL+981127 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) I CASE I CD 1 1/2"x 26ga STRAP 1 10 d NAILS 16 ga STAPLE 1 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 334 1 WIND 1 1.6 OK 2 1 4 OK 2 4 OK 3 STRAP RIDGE BEAM TO WALL STUD AND WALL STUD TO FLOOR BAND SHEAR(Ibs) CASE CD 0 SNOW 1 1.15 JUSE(0)16 d NAILS TOENAILED INTO BEAM ALTERNATE:OK FOR(2)FOR SIMPSON L30 ANGLE w/(4)10 d NAILS RAFTER TO BEAM CONDITION"B"-KNEE WALL: CHECKS UP I QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 112"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 334 WIND 1.6 OK 2 4 OK 2 4 OK 3 COMPRESSION(Ibs) CASE CD 514 SNOW 1.15 USE(4)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) RC 22 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-8 C:\20201200225XM2-20-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES COMPONENT LOAD SUMMARY _ TRUSS M-20-SPECIAL,2112 PITCH,20'-0"WIDTH � O COMPONENT LOADS fibs/ft) 20 psf GROUND SNOW LOCATION 1 2 3 DEAD LOAD 39 71 137 LIVE LOAD 72 129 249 TOTAL LOAD 111 200 386 C R C UPLIFT LOCATION 1 2 3 UPLIFT(0.6)DEAD LOAD 23 43 82 98/127 mph UPLIFT -56 -130 -249 rI)4 e? ,Ss^r• 975 06/26/202fl RC 23 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 2M3 CA20201200225=-20-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES SECTION R-8 i 6 -385- 5 -_ 8 6 1 2 3� 4'-S" 14'-521 GROUND SNOW LOAD: 20 psf TC DL: 10 psf *BALANCED SNOW LOAD: 20.4 psf BC DL: 10 psf TRUSS NO.: HT3-14-6-SPECIAL DRIFTING SNOW LOAD: 30.8 psf BC LL: 10 psf WHERE h<42" JOB NO.:200225 OPPOSITE SIDE UNB.SNOW LOAD: N/A psf BC LL: 20 psf WHERE h z 42" PITCH:3/12 DRIFTING SNOW LOAD LENGTH: N/A ft SPAN: 14'-51/2" APPLIED MWFRS UPLIFT: 18.62 psf WINDWARD AT 98/127 mph TRUSS CENTERS: 16 in O.C. 12.07 psf LEEWARD AT 98/127 mph APPLIED C&C UPLIFT: 26.52 psf AT 98/127 mph *5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS(Ibs): MWFRS C&C MEMBER SPECIES DL+LL+ 0.6 DL+ 0.6 DL+ 1-3 2 x 10 SYP#2 DEAD 20 psf 98/127 mph 981127 mph 4-7 2 x 6 SYP#2 LOAD GSL UPLIFT UPLIFT 8-9 2 x 4 SYP#2 MATING WALL(1) 165 321 -26 -79 EXTERIOR WALL (4) 252 509 -61 -151 3' RIDGE (5) 49 105 -23 -46 Et NOTES: 1.MATING WALL REACTIONS ARE PER SIDE. + ti. MAXIMUM INTERACTION&DEFLECTION: 2.WIND PER ASCE 7-10,127 mph(Vult)=98 mph(Vasd),EXP.B. �P MAXIMUM 3.SNOW PER ASCE 7-10,20 psf GSL,Ct=1.1,Ce=1.0 �Irj, . �t' MAXIMUM DEFLECTION DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE, y X`p aid i CSI (in) l/ 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES \ BOTTOM CHORD 0.636 0.122 1385 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. S 1;' 9 �' TOP CHORD 0.452 0.184 1 1077 5.DRIFTING SNOW FROM A 13'LENGTH UPPER ROOF APPLIED. WEBI 0.092 0.00 1 *•*** 106/26/20201 RC 24 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203.8 C:\20201200225\HT3-14-6-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES TRUSS CONNECTIONS A 06/26/2020 PROJECT NUMBER: 200225 TRUSS NUMBER: HT3-14-6-SPECIAL TRUSS PITCH: 3112 TRUSS SPAN: 14%5112" UPLIFT CONNECTIONS(MWFRS LOADS): 981127 mph EXTERIOR WALL AT RIDGE (5) CHECKS RAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 23 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MATING WALL(1) CHECK STRAP I QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END7 CHECK ALT.STRAP QTY/END UPLIFT(Ibs/PER SIDE) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1!2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 26 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD EXTERIOR WALL AT HEEL (4) CHECK STRAP I QTY!END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END UPLIFT(Ibs!PER SIDE) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 112"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 61 WIND 1.6 OK 2 2 OK 2 2 OK 2 ALTERNATE:(2)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD RC 25 BARLOW ENGINEERING,P.C. 6612 SIX FORKS RD.,SUITE 203-B C:1202D\2002251HT3-14-6-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES ;g}U TRUSS CONNECTIONS t � PROJECT NUMBER: 200225f� <"� TRUSS NUMBER: HT3-14-6-SPECIAL `✓ �+ "� TRUSS PITCH: 3112 06/26/2020 TRUSS SPAN: 14'-5 1/2" MAXIMUM OF DL+LL+20 psf GSL&0.6 DL+981127 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY!END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY!END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 112"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20!7r NAILS 19 SNOW 1.15 OK 2 2 OK 2 2 OK 2 STRAP RIDGE BEAM TO WALL STUD AND WALL STUD TO FLOOR BAND SHEAR(Ibs) CASE CD 102 SNOW 1.15 USE(2)16 d NAILS TOENAILED INTO BEAM ALTERNATE:OK FOR(2)FOR SIMPSON L30 ANGLE w/(4)10 d NAILS RAFTER TO BEAM CONDITION"B"-KNEE WALL: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END TENSION(Ibs) CASE CD 1 1/2"x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 191 WIND 1,6 OK 2 2 OK 2 2 OK 2 COMPRESSION(Ibs) CASE CD 244 SNOW 1.15 USE(2)16 d NAILS THROUGH CHORD BLOCK(WHEN USED) CONDITION"C"-HEEL: TOP CHORD(Ibs) CASE CD 214 WIND 1.6 USE(1)1/2"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS(N/A)6 d NAILS OR(N/A)16 ga STAPLES PER GUSSET EACH SIDE ALTERNATE:USE(1)1/2"BOLT(DOUBLE SHEAR;3/8"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(lbs) CASE CD 20 WIND 1.6 USE(1)6 d NAILS OR(1)16 ga STAPLES PER GUSSET EACH SIDE RC 26 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203.3 C:12020\2002251HT3-14-6-SPECIAL RALEIGH,NC 27615 TRUSS CALCULATIONS LEGACY CUSTOM MODULAR HOMES Ael.t=f 06/26/202a COMPONENT LOAD SUMMARY TRUSS HT3-146-SPECIAL,3/12 PITCH,14'-5 1/2"WIDTH COMPONENT LOADS fibs/ft) / 20 psf GROUND SNOW LOCATION 1 1 1 2 3 DEAD LOAD 37 124 189 LIVE LOAD 1 42 1 117 193 —0 TOTALLOAD 79 1 241 382 C&C UPLIFT LOCATION 1 2 3 UPLIFT(0.6)DEAD LOAD 22 74 113 98/127 mph UPLIFT -35 1 -59 -113 RC 27 BARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203-B C:\2020\200225\HT3-14-6-SPECIAL RALEIGH,NC 27615 Page 1 F DATE: 6/23/2020 COMPANY: Icon Legacy VP es, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon kngs., 41 i,L O� CUSTOMER: ON-9024 REVIEWED BY: Jon PROJECT LOCATION: 17870 LEVEL: Roof LOADING: ASD LOCATION: #01 S/L VAULTED RIDGE BM CODE: 2018 InterndI t TYPE: FLOOR BEAM NDS: 2018 NDS A ��I 4�g MATERIAL: STRUCTURAL COMPOSITE LUMBER R�FESS11 Roseburg Forest Products ' g' 2.0E Ri Idlam LVL (2)1,5 X 24 .DRY{ .,�.�=^ '•�'`3w':�'a�.,sem..^ �`,- - ,�' w.,x_Y , F .k..-...w,".....��.mow...:,,."„_.._.G.,..a,.�..,. ^s-.e.'-'.e.":.............:`_� .... ..,:.....:..._., wsw..-...-,:......-`-....v...".._,nR;k�.'„^• �w�c.....,__........-__:..n_"_....,......,,,......... .sm.. Start(ft)0 End(ft):23.167 Member Slope:0/12 Actual Length(ft):23.17 Area Ix ly..,.. BSW Lams Cfn Kcr .. (in Z) (in 4) (in') (Ibf/ft) Creep Factor 72 3456 13.5 18 2 8 , Fb(psi) Ft(psi); Fv"(psi Fc(psi) Fc1(psi) ., ',E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted,Val6es 3100 2100 290 3000_ 750; 2000 1037' CM 1 1 1 1 1 1 1 Bending Adjustment Factors CV =0.92Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values .......... .o___.___._.__._._..._._.;_._.__ .._ ........_....._.._... __...._.__._.._... ._. __ Unbraced Length(ft) Beam End:. Span Length(ft) Top Bottom , Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 23.1667 0 23.1667 0 1.00, 0.08 1.00 PASS/FAIL MAGN]TUDE STRENGTH . . ,".. LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 150.6 290.0 23.17 D+L 1 >,Bending Stress Y(psi) ;<;PAS 17443- 2842.7 - 11.58 D+L` 1 Deflection(in) PASS 0.585 1.158 11.58 D+L Bearing Stress(psi) PASS b88.4 750A 0 D+L 1 D V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 2850 4378.- 0 ;0 0 -2004 00 0 0 ,0; B 2850 4378 0 0 0 -2004 0 0 0 0 0 Reaction Location A B • � t Type Left Magnitude Right Magnitude Load Start(ft) Loa 'En (ft) Load Type - Direction Uniform(Ibf/ft) 378 378 0 23.1667 Live Y Uniform(Ibf/ft)-:°: " 228 228 0 23.1667 Dead Y Uniform(Ibf/ft) -173 -173 0 23.1667 Wind(-) Y -Self Weight(Ibf/ft) 18 18 , 0' 23.1667 Dead Y RC 28 Awl AAnA 1.-a.....- --.--1 A...1 J...I`.-1- Af11 Page 3 F DATE: 6/23/2020 COMPANY: Icon Legacy LIQ es, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Auncis �Q'�P iy 0 CUSTOMER: ON-9024 REVIEWED BY: Jon g fo PROJECT LOCATION: 17870 LEVEL: Roof LOADING: ASD LOCATION: #02 THRUST BM CODE: 2018 Intern TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Ro3eburg Forest Producfs 2.0E Rigidlam LVL� (2)1.5 X 14` DRY " " — x _. , a' x w d• e Start(ft)0 End(ft):24.083 Member Slope:0/12 Actual Length(ft):24.08 _ . Area Ix ly BSW Lams Cfn Kcr (int) on) (in") (Ibf/ft) Creep Factor 42" 686 7.88 10.5 , 2 8 1. .. • ■ . .........__...._..._ ..... ._._, - _. . " _ Fb{psi) Ft(psi) Fv(psi) Fc(psi) Fcl(psi) ,_ E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values, 3100 2100 290 3000, 750 :_ 2000, 1037 CM 1 1 1 1 1 1 1 CT .1 ' Bending Adjustment Factors CV =0.989 =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values • i _._... _...... ....... ...._..... __......_.__.....__._........-.._..._........__-....� -----___....._...._. .._._._..._.__...._...._...._. -__.._......__._ ... _- ..........__... _._..._..__ .-.._.. ... .... .................. _. .. ._.. _........_ _...._. Unbraced Length,(ft) Beam End,. Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) r 1 24.0833 0. 24.0833 0 1.00. 0.14 �_..:._...,m. _. "."._._._.2 .._..._... ;:.-.. ..,::,_.. _ ... .... . ._..:.__...._ ... .. _-.. 1A0 1.00 .. ;..._.._..._............. ....__... PASS/FAIL.._:._..m ..MAGNITUDE.:,__..:... _.STREN _.........:. ..,... _.. _. _............._.. .._ C__... ... ------------ . GTH :LOCATION(ft) a_ LOAD.COMBO DURATION CD, Shear Stress Y(psi) PASS 66.4 290.00 D+L 1 ' Bending Stress Y(psi)µ PASS 1371.6 3040.8 12.04 D+L _ 1 - _., Deflection(in) PASS 0.794 0.803 12.04 L Bearing Stress(psi) PASS 177.2 750.0 0 D+L 1_- • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH _....._....._._...__._......... .........__.._:........_._ _.. "......._..__............_........__.._.... _ _....... 'A 126 , ` 1734 0. .. 0 0- 0 0 0 0 0 ...._... 0 ....__ . B 126 1734 0 0 0 0 0 0 0 0 0 Reaction Location A B Type ..- LeftMagnitude Right Magnitude Load Start(ft) Load End(ft)'' Load Type Direction Uniform(Ibf/ft) 144 144 0 24.0833 Live y Y Self Weight,(W/ft) 10.5 10-.5 - 0. 24.0833 - ., _ Dead • RC 29 Page 4 .s F DATE: 6/23/2020 COMPANY: Icon LegacWIo 13 es, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon ngs CUSTOMER: ON-9024 REVIEWED BY: Jon g fO PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #03 CLG BM CODE: 2018 Interna9 I dI t TYPE: FLOOR BEAM NDS: 2018 NDS FESS IONP�- MATERIAL: STRUCTURAL COMPOSITE LUMBER Boise Cascade 1.4E Versa Lam LVL West (1)1.5 X 9.25 DRY MEMO MYA s rims", Tow _....,w.,.. _ _..; - ----'--- �T in .-TIM Start(ft)0 End(ft):20.667 Member Slope:0/12 Actual Length(ft):20.67 Area Ix ly BSW Lams Cfn Kcr (in') (in") (in') (Ibf/ft) Creep Factor 13.88 98.93 2>6 4.05y 1 9 1 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 1800 1100 225 2500 525 1400 725.777 Adjusted Values 1800 1100 225 2500 525 1400 726 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 7.625 0 7.625 0 1.00 0.96 1.00 1.00 2 13.0417 0 13.0417 0 1.00 0.54 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 78.6 225.0 7.65 D+L 1 Bending Stress Y(psi) PASS 840.2 1007.3 7.65 D+L 1 Deflection(in) PASS 0.244 0.869 14.88 D+L Bearing Stress(psi) PASS 245.0 581.2 7.62 D+L 1 - . MIN • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 58 102 0 0 0 0 0 0 0 0 0 B 466 821 0 0 0 0 0 0 0 0 0 C 180 317 0 0 0 0 0 0 0 0 0 Reaction Location A B C • KII Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 60 60 0 20.6667 Live Y Uniform(Ibf/ft) 30 30 0 20.6667 Dead Y Self Weight(Ibf/ft) 4.05 4.05 0 20.6667 Dead Y RC 30 n.._.--a w _.Y_.awl nn�.l �n•lo 1.-a-...-_i:_.--1 n..:I J:.-�l'�-I- ACM Page 6 F DATE: 6/23/2020 COMPANY: Icon Legacy JVIo g es, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon kngs CUSTOMER: ON-9024 REVIEWED BY: Jon PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #04 S/L DOOR HDR CODE: 2018 Internt TYPE: FLOOR BEAM NDS: 2018 NDS ,o ��II�g MATERIAL: SOLID SAWN R�FESS 14 Spruce-Pine-Fir No.2 (2)1.5 X 9.25 DRY `"--n+,�''rC' .'c,.-,.r�=K, ,.. � .. ." '��"w �S�.m ......7. ��.."�..�".a-� _--�"x•�.,.«mss.,.........-.., Y�,.,,.,.,.�..„�,.„.��,a�,�„�.g�„_W �" �....., 3' ,g�.-�.:�^' - axmm",'°:°- �� _., .�-RA„„” �,. - .N� .:� .. ... '...: ._'," Tbg-`°Y38'^" -�1.4z. �_�,. "-:�`kr•a-� a. •. ■ Start(ft)0 End(ft):2.688 Member Slope:0/12 Actual Length(ft):2.69 Area.. 1x ly. BSW Lams G w Kcr (in) (in) (in) (Ibf/ft) creep. ... . " ” Factor 27.75, 197.86 . 5.2 5.35 2 0.42 1 Fb(psi) Ft'(Psi) Fv(psi) Fc(psi) ..... Fc-L(psi) E tps'..x103._. min(psi),x103.. E Base Values 875 450 135 1150 425 1400 510 Adjusted Values 962 495 135 - 1150 425,; '1400. 510. CM 1 1 1 1 1 1 1 Ci 1 Co. 1 1' Bending Adjustment Factors Cf,=1 Cr =1 • Unbraced Len'tli((ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 - ," 2.6875 0� 2.6875 0 1.00 0.98, -1.00 1.00 PASS/FAIL „MAGNITUDE STRENGTH " LOCATION(ft) 5 LOAD COMBO DURATION FACTOR'CD, mShear Stress Y(psi) PASS 77.0 135.0 0 D+L 1 Bending Stress Y..(psi) PASS 484.3 962.5 124 D+L Tf...~.. .__ Deflection(in) PASS 0.007 0.179 1.32 D+L .......__......,_..................._..._._......._.__ ......,._.......__...__...__..................,,..... .. ._..... ...._..._.. ._..... ........,.. .... ... ._.._ __...._ Bearing Stress(psi) : - PASS'' 135.6 425.0 _..._ - D+L...'....... ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH ' .A. 520,`- ",904 0" 0 0 0 . _ .� .__ u_0 _ .. ..._._:0 __.. . , . - B 440 764 0 0 0 0 0 0 0 0 0 Reaction Location A B J RC 31 A-�:.•-a AI-.�-•/SPI ^^n A • Page 7 Type ;Left Magnitude "; Right Magnitude " Load Start{ft} Load End(ft} Loacl,T A' Direction Uniform(Ibf/ft) 10 10 0 2.6875 !! alae iyY Uniform OB O" 5 0. 25875 w "> d � Y Point(Ibf) 821 1.2292 ve �/2 0 Y 466 Point - 12292 __. < Point(Ibf) 821 - 1.2292 - * Y Point.(ib .".:.. 466 - 1.2292: _ Self Weight(Ibf/ft) 5.35 5.35 0 2.6875 OIQA An • p'�OFESS 14`'�p�. Jul 01, 2020 RC 32 ^RI Ann nn4e wrn Page 8 �a F DATE: 6/23/2020 COMPANY: Icon Legacy �/io g es, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon ngs CUSTOMER: ON-9024 REVIEWED BY: Jon g PROJECT LOCATION: ' 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #05 WINDOW HDR CODE: 2018 InterniI I p'G TYPE: FLOOR BEAM NDS: 2018 NDS 'oRpFESS10�1P�' MATERIAL: SOLID SAWN Spruce-Pine-Fir No.2 11,101 �620; (3)1.5 X 5.5 „ DRY ' MEW Start(ft)0 End(ft):6 Member Slope:0/12 Actual Length(ft):6 Area Ixly BSW Lams G -Kcr (int) (in°) (in°) (Ibf/ft) Creep Factor 24.75 -; 62.39 4.64 4:77. . 3' 0.42 1 Fb(psi) Ft(psi). Fv(psi) Fc(p. )- _. ... - si - ,Fcl(psi) E{psi)x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted.Values1138 585, ' 135 1265 ;.; 425, 1400 ;1 510 CM 1 1 1 1 1 1 1 - ' Ci1 �__,.._..._....___._.. 1 1 1 1 1 ._ CF 1.3:. 1.3 __1. Bending Adjustment Factors Cfu=1 Cr =1 Unbraced Length(ft) w Beam End = Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1, 6 0 6 01.00 0. ' 0.95 1.00" 1:00 PASS/FAIL MAGNITUDE STRENGTH 1OCATIONr(ft)'-„^ LOAD COMBO , DURATION FACTOR CD Shear Stress Y(psi) PASS 17,2 135.0 6 D+L 1 Bending Stress Y(psi) PASS 225.6° 1137.5 3 D+L 1 Deflection(in) PASS 0.032 0.400 3 D+L .....:... . ..Bearing Stress(PS!).....:..._._, PASS_:-. 18:1 425.0_:.._:... ...__..:...,. .,^.._0._,M......_.._ ....,......,_.D+L... _.__..:._... :.._._..._m1.: V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A . . .104 150. . 0 .. 0 0 0 0 0 0 0 0: ... ._. M.. . ._ �. ._. .... B 104 180 0 0 0 0 0 0 0 0 0 Reaction Location A B ® � P -,Type Left Magnitude Right Magnitude Load Start-(ft) Load End(fty Load Type” Direction Uniform(Ibf/ft) 60 60 __..__ , . . .0-1'.n"---"."----. .,_ ...._6.._.,..._..,_....... ... Live „Y _ Uniform(Ibf/ft)-__' W_30._....._-:_ _:_:.._.30,_..... _..:.. :_...R. w:._...__:.._ .._....._..__ 6. ,..:w..._ .,_.......__....:._:_Dead- _._....Y Self Weight(Ibf/ft) 4.77 4.77 0 6 Dead Y RC 33 n-_:__a ^AnA nA9n 1.-a..-°-.-L:___I =w` g' Page 10 fS �: DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 �f�l OE , LEVEL: Main Floor LOADING: S LOCATION: #06 WINDOW HDR CODE: 0 ter ctrl' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce-Pine-Fir No:2 (3)1.5 X 3.5 DRY' ®. ®® � • r 9342 � oor AR�FESS 1��`�� - I �Vm77 - A�ewm . • D• MET MW Start(ft)0 End(ft):2.208 Member Slope:0/12 Actual Length(ft):2.21 Area Ix , ly BSW. Lams G 'Kcr . (in Z) (in 4) (in") (Ibf/ft) Creep Factor 15:75. 16.08"" 2.95 3.04 3 0.42q:. 1.. .. • . _ .......,.._._,.._.-_,,........... ._...... _. ..... . .... Fb(ps7.:, Ft(psi) Fv(psi) Fc,(psi) -' Fc_L(psi) E{psi)x103. Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values. 1312. 675 135 1322 425 1400' 510 CM 1 1 1 1 1 1 1 T C• 1 1 1 1 1 1 CF.. 1.5 1.5 f 1.15' :..1 Bending Adjustment Factors C fu=1 Cr =1 � � Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 2.2083 0 2.2b83 0 1.00 0.99 1.00 1:00 ` WNW 1w :PASS/FAIL" ' ,` MAGNITUDE, STRENGTH 7 '.LOCATION(ft) LOAD,COMBO DURATION FACTOR CD' _, _,. .. Shear Stress Y(psi) PASS 9.8 135.0 0 D+L 1 Bending Stress Y(psi). PASS 74:1 1312.5 1.1 - D+L Deflection(in) PASS 0.002 0.147 1.1 D+L _.."... ._..._... ..._........_..._.............._...,...................._......_ ,._.... __.. . ..... Bearing Stress(psi). PASS. 6.5 425.0 0 D.+L.. 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A' '..36 66 0.: 0 '0 0 . 0 0. 0'`: 0 0. B 36 66 0 0 0 0 0 0 0 0 0 Reaction Location MCI A B Type_ Left Magnitude Right Magnitude, Load Start(ft) Load End(ft) Load Type, Direction Uniform(Ibf/ft) 60 600 2.2083 Live Y Uniform,(Ibf/ft).: :.30.. . ._ w. 3Q_ -."..0 H 52.2083 __...Dead Self Weight(Ibf/ft) 3.04 3.04 0 2.2083 Dead Y RC 34 n__:__..wi_-_.r\wI nnn A minae 1_a_-__a:___� err+ i �r'' §•.' Page 12 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: QF B111? 17870 O LEVEL: Main Floor LOADING: S LOCATION: #07 WINDOW HDR CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spnice-Pine-Fir No.2 (3)1.5 X,3.5 DRY .® D . 0 , 9342' SS 10�`�� -- , M- - -- - - 424 - -, _LJ_ exy. -7--- Mill �• ., a, •�•^„o'�.`"_. '' 2<"��' :'�.�".'."' -'r x` '�., m«inn:«:•:;'= e-�.. ..: , , ■� Start(ft)0 End(ft):4.333 Member Slope:0/12 Actual Length(ft):4.33 " Area lx.. ly Lams G, K<r - _. . .. „ (int) (in") (in") (Ibf/ft) Creep Factor 15.75 16.08 2.95 ° ,: 3.04 3 0.42.` Fb(psi) Ft(psi) Fv(psi) Fc(psi) ' Fcl(psi). E(Psi)x103 ` 'Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1312' ." 675 ' 135 1322 '425 1400' 510 C 1 - 1_. 1 1 1 1 .M._..__ ........._._......_-.._..... _ _._ ,. - w._. .._....... Ci 1._..._ 1 1 1 1 1 1 .,-CF 1.5 1.5 1' 1.15 1 1 Bending Adjustment Factors Cf, =1 Cr =1 Ell ® � Unbrace'd Length(ft) Beam End° _ Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 4.333 0 4:333 ,.. 0 1,l)0 0.98 ' 1.00 1.00 925.71011 Kww PASS/FAIL MAGNITUDE' STRENGTH= LOCATION(ft); LOAD COMBO -DURATION FACTOR-CD Shear Stress Y(psi) PASS 19.2 135.0 0 D+L 1 = Bending Stress Y-(psi) PISS 285.2. ' 1312:5 2.17 D+L" Deflectign(in) PASS 0.033 0.289 2.17 D+L Bearing Stress(psi). ,r ?.:._. -PASS.<. _ _..,.^ 12.8 r 425.0.„ 0 D+L, 1 V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A ^-. : 72` 130 0 0 0 0 0 - 0,. - 0 0. 0 B 72 130 0 0 0 0 0 0 0 0 0 Reaction Location A B Type.. . Left Magnitude -' Right Magnitude Loa d Start(ft)T Load End(ft} Load Type Direction Uniform(Ibf/ft) 60 60 0 4.33 Live Y Uniform(IbfJft) 30 30 0 4.33 Dead: Y Self Weight(Ibf/ft) 3.04 3.04 0 4.333 Dead Y IAC 35 AC'_ 4 Page 14 x DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: ()F NFA, 17870 W BO LEVEL: Main Floor LOADING: S LOCATION: #08 S/L DOOR HDR CODE: 0 ter c�l' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce-Pine-Fir No.2 (3)1.5 X7.25 DRY Ul I bTene N VN_`9342' pR�FESS 14��, _w. a. v� Start(ft)0 End(ft):6.25 Member Slope:0/12 Actual Length(ft):6.25 Area Ix = aY .: BSW Lams G kr (int) (in") (in`) (Ibf/ft) Creep Factor 32.62 142.9 : 6.12 6.29 3 0.4Z 1 Fb(psi) Ft(psi) ,' Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103`'; Emin(psi)x103, Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1050 : 540 135' '' 1208'. 425 1400: 510 , CF 1.2. 1.2 ' 1 1.05 1 1 J Bending Adjustment Factors Cfu=1 Cr =1 Unbraced.Length(ft} Beam End F Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6:25.. 0. 6.25 . 0 1.00 0.92 1:00 1.00 PASS/FAIL MAGNITUDE STRENGTH'^ LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y'(psi) PASS 46.3 135.0 0 D+L 1 Bending Stress Y(psi) (PASS 479.0 . 1050.0 3,12 D+L 1 Deflection(in) PASS 07055 0.417 3.12 D+L Bearing Stress(psi) PASS 63.9 '' _......425.0 0 D+L 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A .-.376 631 0,- 0 '' 0 -S41 O '0 __0.-. 0 0_. B 376 631 0 0 0 -541 0 0 0 0 0 Reaction Location A B • 1 Type Left Magnitude Right Magnitude'` Load Start(ft) Load End-(ft) Load Type- Direction Uniform(Ibf/ft) 202 202 0 6.25 Live Y Uniform(Ibf/ft)_......:........ ...114__._... ..._ .._._.,_ 114 n_ - :._ ...- ..__ .,.Q._._._- ._.-, r ., .6.25 -- Dead __- Y. Uniform(Ibf/ft) .__.. .. _-173 -173 0 6.25 Wind(-) Y 6.29 ..._.. ._.. fl ... .__. _.__.-_ , __.6.25.. . :..-_._ _Dead.._. .__._... _... Y RC 36 n__:__a� _.V_.r+nnn•+• nn�o �_a___-a:___� n..:��:__r_J_ nrn Page 16 P S(.t3. z� DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: f�l NFGL17870 � B LEVEL: Main Floor LOADING: S Al LOCATION: #09 CLG BM CODE: 0 ter c�l' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL .,.. (3)1.5 X 9.25" DRY �• 41 KC1 9342' �. AR�FESS 1Jut-01, 2020 0�`�� 5,7MIN < r uN ' _ •• 6 Start(ft)0 End(ft):2.688 Member Slope:0/12 Actual Length(ft):2.69 Area A BSW "Lams - µ..Cfn_ ' Kcr. (int) (in`) (in') (Ibf/ft) Creep Factor 29679 10,41...__._. ..°........ 3' $. ...::...... ... _....__. ._.:. • • ® • m Fb(ps7 Ft(psi) Fv(psi) Fc`(Psi) - -L(psi) E(Psi)x103 Emin(psi)x103 , Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 .2100 . 290 3000 4 7502000 1037" _CM._..._... -- .._._.............._......_....._........._..-�. ..........-..,. �.._.:.._. ..__ ..._,..._. .,...;_,..._.._..._............ .._.............. .. 1 ....... - . CT Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values ` Unbraced Length(ft) ,., Beam End;, Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 2.6875 ' 0- 2.6875 0 _ 1.00 0.97 1.00 1.00 _...._... . . , . _ _.__ ..._. ::r PASS/FAIL .,.;-..,.,- MAGNITUDE _ -STRENGTH LOCATION(ft) _LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 244.1 290.0 0 D+L 1 Bending Stress Y(psi) PASS 274.7 3202.5 0.24 D+L• 1 ^ Deflection(in) PASS 0.002 0.179 1.16 D+L Bearing Stress(psi) PASS.,.. ..._.:.......:.....__..430.9 :._. '._.750.0 :_ 0,,......,.. ..,- D+C -,_._..- .......�. V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A ._ 2672 m' 4102 '0 0 0 -1878 0 _0._.........__.._____<_, 0 < ._._......-,__.__Oµ___ _.,.,:.0...,.._. B 286 437 0 0 0 -166 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right.Magnitude Load Start(ft)' Load End(ft) . ; Load.Type: Direction Uniform(Ibf/ft) 60 60 0 2.6875 Live Y Uniform{Ibf/ft) 30.. w30 . . . ..-._.. 01 ._ 2.6875 Dead.. .., Y _ r _ _ _a Point(Ibf) 4378 0.2188 - Live Y Point;{Ibf) 2850 Dead Y w._,......_. _.. .. Point(Ibf) ___._......,. -2044- _.__ . . - 0.2188 _..... .._ ._ -- _.....__ Wind(-) .. -Se!f Wei ghtA(Ibf/ft)_ ._..._._ ,:...._10.41 10.41 d .._._._<......:..._...__'..._-..:2.6875,� _._ ._:_::Dead_ _...._.:. ...:_.: Y RC 37 /SNI nAnA 1.-a_-__a:_.-_I A..:1-1:.-_r'_J_ /1rn Page 18 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: S LOCATION: #10 CLG BM CODE: 0 ter c l' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL (1)1.5 X 9.25 DRY , e 9342' �. AR�FESS 10�`�� _o. Otib W c T TM a o•e Start(ft)0 End(ft):6.417 Member Slope:0/12 Actual Length(ft):6.42 Area Ix �Y.. _.. BSW " " " Lams Cfri Kcr; . (int) (in') (in") (Ibf/ft) Creep Factor 13.8898.93 2.6 3.47 g 1 ■ Mel Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psij x103 Emin(psi}x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values." 3100 '" :2100 290 3000. 750 2000- 1037. - CM.._ 1 1 1 1 1 1 1 _.. ........ ... - _.._. _. . _..._.. _ CT 1 1 1 1 ,1 -1.03 Cr1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Bending Adjustment Factors CV - - pp Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6.41667 0 6.41667 0 1.00 0.70 1.00 1.00 PASS/FAIL _ MAGNITUDE». STRENGTH_w___ "LO_CATION(ft) LOAD COMBO- DURATION FACTOR CD Shear Stress Y(psi) PASS 32.4 290.0 0 D+L 1 Bending Stress Y(psi) PASS- 269.9 3202.5„T 'f 3.21 D+L„ 1 Deflection(in) PASS 0.018 0.428 3.21 D+L Bearing Stress(psi) PASS"" 57.1 750.0 0 D+L 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 107 192 0 0' 0 0': 0 0 0 '0 :. 0 B 107 192 0 0 0 0 0 0 0 0 0 Reaction Location A B • � s Type , ' "Left Magnitude Right Magnitude Load Start(ft) Load;End(ft) "" Load Type" Direction Uniform(Ibf/ft) 60 60 0 6.41667 Live Y Uniform(Ibflft) _. 30 34- 0. 6.41667 ;_ Dead.. Y Self Weight(Ibf/ft) 3.47 3.47 0 6.41667 Dead Y • RC 38 Il...:..-a AI-.Y,_.^K. AAnA ACM 1111901l i I 'llx Page 21 11 k DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: OF NE� 17870 '� W BO LEVEL: Roof LOADING: S Al LOCATION: #11 CLG BM CODE: 0 ter c i' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg'Forest Products 2.0E Rigidlam LVL (2)1.5 X 18 DRY .� ® � 9342' �. Jul 01, 20222U - m.. ETUTTR MO Start(ft)0 End(ft):23.083 Member Slope:0/12 Actual Length(ft):23.08 Area Ix ly SSW Lams Cfn Kcr (int) (in") (M4') (Ibf/ft) Creep Factor 54 1458 10.12 13.5 2 8 1 Fb(psi), Ft(psi), Fv(psi) Fc(psi) Fc-L(psi) E.(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290 3000 750, 2000 1037 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 7 1 Bending Adjustment Factors CV =0.95Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values . .......... _........................... ..... ..._.......... ....._..........._.. -.............. ......... Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 23.0833 0 23.0833 0 t.00 0.11 1.00 1:00 PASS/FAIL MAGNITUDE STRENGTH LOCATION_ (ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 115.3 290.0 0 D+L 1 Bending Stress Y(psi) PASS 1773.7 2946.8 11.54 D+L 1 Deflection(in) PASS 0.526 0.769 11.54 L Bearing Stress(psi) PASS / 439.0 750.0 0 D+0.75L+0.45W(+)+0.75Lr 1.6 ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 1379 2770 0 0 2562 0 0 0 0 0 0 B 1379 2770 0 0 2562 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start(ft), Load End(ft) Load Type Direction Uniform(Ibf/ft) 240 240 0 23.0833 Live Y Uniform(Ibf/ft)' 106 106 0 23.0833 Dead Y Uniform(Ill 222 222 0 23.0833 Wind(+) Y Self Weight(Il 13,5 13,5 0._ 23.0833 Dead Y RC 39 I �3 Page 23 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst W PROJECT LOCATION: �F BO 01K 17870 ' LEVEL: Main Floor LOADING: S > LOCATION: #12 WINDOW HDR CODE: 0 ter rl' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce-Pini-01r,:' - No.2<,—:: . .(3)1.5°X3.5 DRY ° ®• ® ' . 9342' �. AROFESS 10� _ _.i,;:.Wy�„vr�ac'a�-„�„ �.<...-�- ..—'. ,...,,»- ».,_—._ _. _ ag..�w,• ..:...'i..":,:.. ,r.3 L.:' d'�P„ _.>_+u-fav.c..�:,,,.-...;,,,; .. �-' Start(ft)0 End(ft):3.083 Member Slope:0/12 Actual Length(ft):3.08 .Area Ix mmly BSW Lams G Kcr (int) (in°) (in") (Ibf/ft) Creep Factor 15.75'-.: 16.08—,. 2.95 3.04 3 0.42 1 .. •. Fb(psi) Ft(psi) FV(psi) Fc(psi) 'Fc-L(psi) E(psi)x103 Emin(ps)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values „ 1312. 675 135, 1322 425 — 1400 510 CM 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 ? CF 1.5" 1.5 1 1.15 1`,' Bending Adjustment Factors Cfu =1 Cr =1 i Unbraced Lengfh(ft) -Beam End. Span —Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Boftom) CL(Left) CL(Right) 1 3.0833, 0 ,3.0833 0 1.00 0.99 1.00'.' 1.00 WENT"T' 111111111111, Nµ PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD,COMBO. . DURATIONa1 ACTORCD Shear Stress Y(psi) PASS 51.2 135.0 0 1.D+L 1 Benng Stress Y(p disi)' PASS_,_ 541.8 1312:5: 1.54 - D+L 1 Deflection(in) PASS 0.022 0.103 1.54 L ..._....- _... .. ..__......... - < _....._...._..Bearing Stress(psi). _:..:....wPASS.._<,.._..'. _:.:34.2 ................._..... ...........: .,425A..... .,............. ........_:_.,.a.................._.._,. ..._ D+L._. _ w.. ._..._ .1.. .. _ no3 V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH "A 168 370: M. . .::.: 0 0.. : : 0 ;0 0. . . 0`” 0:: . 0 _.. _0 B 168 370 0 0 0 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude.. Load Start(ft) Load End(ft) : -Load Type Direction Uniform(Ibf/ft) 240 240 0 3.0833 Live Y Uniform(Ibf/ft)._.`,__-._.-__`_ a 106_ 106 �-"--• '-•, .__ - 3A833 _.__..___.Dead - ------------- Self Y__._,._ ___ Self -----------Weight(Ibf/ft) 3.04 3.04 0 3.0833 Dead Y RC 40 nwl nAnA 'fA10 1_a____a:.__1 n..:I J:__/•_J_ AIrM Page 1 �S DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aung`t OF NF�/ PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: S LOCATION: #13 DOR HDR CODE: 0 ter c i' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce=Pine-Fir No:2 (2)1,5 X 3.5" DRY M. 0701.1 101• P 9341' AR�FESS 14��. eL211 ter,, •rvvam+.�" .d w� n>-•,.mob.. vw ` 'hc«._.a-+-a'w..�::' ':.�rN. ?.,... r, > "� ...... .n.nom...................q....,,..............,._.._......wW,ti ... _. ,. r, 1• e D Start(ft)0 End(ft):3.094 Member Slope:0/12 Actual Length(ft):3.09 Area Ix ly BSW; Lams G, Kcr (int) (in`) (in') (Ibf/ft) u., Creep Factor 10.5. 10.72: . ..,...._..:._ 1.97 H... -.... 2.03 2. Fb(psi) Ft(psi) Fv(psi) Fc(psi) . .' Fc-L(psi) E(psi)x103 Emin(psi)`xW' -, Base Values 875 450 135 1150 425 1400 510 Add Values 1312 675`, 135` J j322`' 425 : _1400 510 _CM.._.....,,.._,�......,.... .......,._., ......... ._�,;-._.....,...._.__._.. __ ....._...........__............_.._.. ........_................_.. ,.. ._......-____...__t ..C 1 .. ......... 1 1 ... . �" C. 1 1 1 1 1 1 1 CF `1.5 1:5 1 1.15 Bending Adjustment Factors Cfu =1 Cr =1 Unbraced Length ftBeam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3.0938 0 .. 3.0938 0 �:��_.. .... . '.._0.99................ ...1.00.,.........w. 1.00. ......._...._ .-... ....._.... - _ .. PASS Al MAGNITUDE; STRENGTH °„' LOCATION(ft),., LOAD COMBO „„DURATION FACTOR CD „ , Shear Stress Y(psi) PASS 76.9 135.0 0 D+L 1 Bending StressN(psij PASS 815.82.5 1.55 131D+L 1 _. 1 .._......, ... ..............._ ......._....._._._....._... -----.._-...._._._.._..._.._..._ Deflection(in) PASS 0.033 0.103 1.55 L Bearing Stress,(psi) .... .:.:.....PASS ' 51.3 425.0 _.:__0..... .... D+L 1 • � i61W V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 167 371 p 0. 0 - 0 0. 0 .0 - 0• 0 B 167 371 0 0 0 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right"Magnitude" Load Start(ft} Load,End(ft)” Load Type Direction Uniform(Ibf/ft) 240 240 0 3.0938 Live Y Uniform(lb f/ft)..__..... ._ _ 106.. _ ......__.. 106 0_ '___..... :3.0938 ....._ _..Dead _.._..._ _-.::_Y_ _._ -_.._._ _. Self Weight(Ibf/ft) 2.03 2.03 0 3.0938 Dead Y RC 41 AC- " j Page 27 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: �F 17870 '� W BO � LEVEL: Main Floor LOADING: S LOCATION: #14 WINDOW HDR CODE: 0 ter cH' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products` 2.6E Rigidlam LVL (3)'1.5 X 24 DRY �. . �• � • ® � 9342' ' AROFESS 10� _ _ .i'• �;� �,� ,:�...� � `s ter=. .K,;fw;�'"�'sx %wz .� .....-..>z.^'.,.,.-,,. _ w_- .M1 y, _'y Start(ft)0 End(ft):12.25 Member Slope:0/12 Actual Length(ft):12.25 ,Area Ix ly BSW Lams Cfn . Kcr m ..,.. ,. ..� . ,_� ._ _, ,_ _ (in __.. ___. ,._.-.. ._... _.... _ _ (int) (in 4) (in") (Ibf/ft) Creep Factor 108. 5184 20.25' 27- g; 8 1 . Fb(psi) Ft(psi) Fv(psi) Fc(psi) `, ' Fc1(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100, 2100', 290 3000 „_ 750" 2000. 1037 . C 1.... 1 1 1 1 1 1 '.CT. 1.. 1 1.r 1 1 1 1 Bending Adjustment Factors CV =0.92Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End. , Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12.25 O. 12.25, 01.00 0.16 . 1.00:': 1.00 - .yPASS/FAIL y MAGNITUDE4 STRENGTH T Fw i LOCATION(ft) LOAD COMBO DURATION FACTOR CD • �..-- m 'Shear Stress Y(psi) PASS . __ _•.._ 45.8 290.0 12.25 D+L 1 .- .. 280.3. -. _.. : 2842 7, 6.12 _... D+L 1 Bending Stress Y(psi) PASS, = Deflection(in) PASS 0.026 0.817 6.12 D+L Bearing Stress(psi)' PASS 209.2 . . '750.0.... 0:_;..:, n D+L ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A _ 1476, 1819 0- 0 0 -2383 - 0 . 0 , 0 0 0 B 1476 1819 0 0 0 -2383 0 0 0 0 0 Reaction Location A B Type - Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 297 297 0 12.25 Live Y Uniform(Ibf1ft) - 2,1'f.` _ ._.... 214.:...'. 0. .:'. . ....,_ ,~_12.25 Dead Y. ._ Uniform(Ibf/ft) -389 -389 0 12.25 Wind(-) Y Self Weight-(Ibf/it), :.:27: .: 27.._= 0 12.25 Dead. .. Y RC 42 n.._:__a nK1 nnnA AC'M Page 29 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: S �y LOCATION: #15 WINDOW HDR CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce-Pine-Fir No.2 (3j 1.5 X 5.5 DRY ®• - R D 9342'AR�FESS IONp�, �' w. .a`'._„s..�.. �- � a.;; —y rte_ .r-x.. .-:,�.x�=�:- - .�m :.::'°=' ta. ._.m�'* :.�:. � <,. ;.�;,:-..`=' �- F�' �;r• �:�,. .. �. Start(ft)0 End(ft):8.76 Member Slope:0/12 Actual Length(ft):8.76 Area AX ly BSW rvLams G. Kcr ' in2) (in') (in4) (Ibf/ft) Creep Factor 24,75 - " 62.39 4.64 4.77,. 3 0.42 1. Fb(psi) Ft(psi), Fv(psi) :Fc(psi) , Fc-L(psi) E(psi)x103,' Emin(psi)'x103. Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1138 585` 135, 1265 425 ry 1400 Y 510 _...._................... ... .M._..._.._.__... 1_ ......_.....: .:.._......_..__.... .. .....__...........a,. .1. . W....... 1 .. CF 1.3 - .-1.3 Bending Adjustment Factors C fu =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1-: 8.7604 •0 ` `< 8.7604,; 0 1.00. 0.92 1.00, ` 1.00 . . PASS/FAIL" MAGNITUDE STRENGTH LOCATION`(ft)"_..w4o" LOADCOMBO., "::DURATION FACTOR CD Shear Stress Y(psi) PASS 37.1 121.5 0 D 0.9 Y Bending Stress"Y(psi), = PASS " . 709:2 1023.7 4.38- D ... _ ..... .. ._.__._.. -._._.._....w. ...- __......._,._ _. . .- __......__......._._... ..._ r,_._ Deflection(in) PASS 0.212 0.438 4.38 D+L W_... ........... ..__...... ...._..._,. - ..................._.........,....._.... _.._....._...,......._.... ......__. _._.... _ _. _" ._..... .... ......_.._._.. ..._.. ._. . _. Bearing Stress(psi). PASS :,38.9 425.0 0 D 0.9; MUMM9106-WV-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH "A 612 0 0" 0 0 _ ... -0 0 0 0 0_• 0 _. __._.._ _..._ ._..._..... _. ........_ ...,._......_ _.. _ _w....,. B 612 0 0 0 0 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude. Load Start(ft).. Load End(ft) . Load Type. mm Direction Uniform(Ibf/ft) 135 135 0 8.7604 Dead Y Self Weight(Ibf/ft) 4.77- 4.77..: :.,._...,. .:.._ 0_ 8.7604 Dead Y RC 43 ^&I nn'lA 1_i____a:___� Page 31 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: fF N 11/17870 '� ' W • BO LEVEL: Main Floor LOADING: S LOCATION: #16 CLG BM CODE: 0 ter drl' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce-Pine-Fir No.2 (1)1.5 X 9.25 . DRY• - 9342' �. AR�FESS r� 9• • Start(ft)0 End(ft):2.688 Member Slope:0/12 Actual Length(ft):2.69 Area, Ix ly BSW Lams ~ G, Kcr M,.. r _. (in') (in') (in') (Ibf/ft) Creep Factor 2.6- 2:68 1 0.42.. 1. •n,, _., Mill ® • • • Fb.(psi} Ft{psi) Fv,(psij Fr(psi) ., Fc1(psi)- E{psi)x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values:°, 962 . 495 135 1150 425 1400 510, cM.;......_....__._....�.._. . __....._...1__ - ---- -.-._.............._......__.-. ._... .V.......... 1 _ ......_..__._............. �........ ... .... Ci 1 1 1 1 1 1 1 C F 1.1 Bending Adjustment Factors C fu =1 Cr =1 Unbraced,Length,(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) ,1 2.6875 . . 0' '2.6875,.'' 0 1.00 0.98 1.00 1.00 .,, PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft)_: "µ LOAD COM60w :DURATION FACTOR CD Shear Stress Y(psi) PASS 69.5 135.0 2.69 D+L , 1 Bending Stress Y(psi) PASS 242.4' .` 962 5 1;34 Deflection(in) PASS 0.004 0.134 1.34 D+L _.... ._._.._.__...._..._"_..__;...._.......,._--... __. ._...._, ._.._........._ . _ ..... _. Bearing Stress(psi) PASS 122.5 `425.0 _... 0 .. D+L ---.......:... ...".. • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A, 294 349 "0: 0. 0° 0. 0 , 0 0, '-0 0 B 294 349 0 0 0 0 0 0 0 0 0 Reaction Location A B law Type, Left Magnitude °. Wight Magnitude : , Load Start(ft} Load End(ft) Load Type_ Direction< Uniform(Ibf/ft) 260 2600 2.6875 Live Y ..,,uniform(Ibf/ft), .. 216..::..... ....216_:.-, .._..__..,__-.: 0...:.. _.. 2.6875a Y, ^.H_.. Y Self Weight(Ibf/ft) 2.68 2.68 0 2.6875 Dead Y RC 44 / hl e%^+A nn-lo l_a____a:___l n..a J:_.r'_J_ Arlt Page 33 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst OF NF�/ PROJECT LOCATION: 17870 W 80, LEVEL: Main Floor LOADING: S LOCATION: #17 CLG BM CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products '2.012 Rigidlairi LVL, (3)1.5 X 9.25 DRY . 19342' �, AR�FESS _..� .% ~•yam s ..".��.a.b,: '-...A,.,,:.....•.,.a.�.:._.„��,ew.�v'.^.m •_ ._........!"..,. .._.n......... ., _.._ rMn.'X,$�... ...,Y,.,rp0 .: ry�S.aw:�in.,.. ,_ re.....e�,...Kaw«<4,_.,<.w._.,,<.,-,,.,,L...............e.,,... Start(ft)0 End(ft):12.083 Member Slope:0/12 Actual Length(ft):12.08 Area Ix .. IY BS1N Lams;. Cfri, Ka, (in ) (in") (in') (Ibf/ft) Creep Factor f: .. 296.79 7.8 10.41 41.62 3. .8..._ :.'...._ _:...:._.. _ Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)x103? Emin(psi)-xW- Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 260'. 3000, 750 '' 2000 1037," CM .........,,, 1..... 1 1 1. 1 11 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values ___.:._.....,,..._ ............:_`..___,,,:_..:.....::..... a .... ... .... ....... .._......_. ,.,.. s Unbraced Length(ft) ; Beam End`. Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1- : 12:0833 0 12.0833 0 1.00 ' 0.40, <, 1.00 1.00 . _. .. __.......... ..___-... _. ...__....,_,....._...._........., ............ ,.., ._-. _.... _.W_ _ ,......__..__... ...... ......._ .... -- ___,_._ PA_SS%FAIL _MAGNITUDE _STRENGTH LOCATION: LOAD COMBO .DURATION FACTOR GD Shear Stress Y(psi) PASS 147.0 290.0 0 D+L 1 Bending Stress Y(psi) - PASS 2305,1.. „3202.5 6.04 D+L 1 _. Deflection(in) PASS 0.546 0.604 6.04 D+L <Bearin Stress(psi), PASS ..:.....::........:..... ...9 . _.. .__ .... .....:__._:, .__..- ._�_-...........,., 259_.1_x_....,.. .:.,:_... r.750.0'�........._ �.. .....- .0 -, , . .. -.-_;:-_D+L ...._ .. ......� .. ..�..._.1 . .-..... .. ENT• V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A -2045. 2036 0 0 0 -2350 0 0 00. 0 B 2045 2036 0 0 0 -2350 0 0 0 0 0 Reaction Location A B ® M ® Type Left Magnitude,,' Right Magnitude Load Start(ftj Load End(ft) Load Type Direction Uniform(Ibf/ft) 337 337 0 12.0833 Live Y Uniform(Ibf/ft) 328 :328 ...._. 0,. 12.0833. Dead. Y Uniform(Ibf/ft) -389 -389 0 12.0833 Wind(-) Y _Self Weight(Ibf/ft).:-. 10.41.:_. ... 10.41,_... ,..m..' 8..:_ :_.._ 12.0833_ __. Dead Y . RC 45 Al-.Y-.r .l nnnA Arm Page 35 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst OF NE� PROJECT LOCATION: 17870 '��' W BO LEVEL: Main Floor LOADING: S LOCATION: #18 CLG BM CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products, 2.0E Rigidlam LVL,, (2)1.5 X 9.25 DRY ' 9342' AR�FESS 10�� ' �<€• ;ems � -�, :';- ma.µ ��.. ��5;- Start(ft)0 End(ft):12.167 Member Slope:0/12 Actual Length(ft):12.17 Area Ix .. ly... SSW- Lams cfn, Kcr (int) (in') (in 4) (Ibf/ft) Creep Factor 27.75 197.86 -5.2 6.94 2_ 8 Fb(psi) Ft{psi)'';' ," Fv.(psi) Fc(psi) Fcl(psi) ` E(psi)x103, „ Emin(psi)x103: Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values :,3100, 2100° 290 000, _._ 750 n' 2000µ, Ve .__. 1037' C 1 CT:, 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values _................ _.-.._.._ _......._.e... _._ _. .......... Unbraced Length(ft) Beam End s Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 . 12.1667 0' 12.1667;, 0 - 1.00 0.40 1.00 1.00 s � � MAGNITUDE.. a STRENGTH- ;' LOCATION,M) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) — -PASS 165.1 290.0 12.17 D+L 1 _ Bending Stress Y(psi) PASS 2605:1, 3202.5 6.08 r D+L Deflection(in) PASS 0.625 0.811 6.08 D+L Bearing Stress(psi), PS 290.8 0 D+L 1- ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 1934: 11190 0 0 . -675 0 0.. ... 0 0 0 _ .. .._..-..... .,_,..................... .._,_._...:. ...... _ --. ...-. ._.-.,,,... ......_...,.... . ..,.._.. __ ..-.....:._.,- __... .....__... _. ....-............_.......__......,,.._.__...... . .......,_...,,,......,_.._., B 1934 1119 0 0 0 675 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start ft Load End ft 'Load Type ;, 'Direction Uniform(Ibf/ft) 184 184 0 _ 1_2.1667 LiveY Uniform(Ibf/ft)., ,.- -._ 311 µ._.., ._311. .. _-: _. .- ....0..__.e.-., 12.1667 Dead ., . ..-.. _. Y Uniform(Ibf/ft) -111 -111 - 0. _.,_-. . -. 12.1667 ry WWind(µ).._. Y Self Weight 0bf/ft),,_.. 6.94 6,.94 0 , _12.1667Dead... _-_-.... Y.:. RC 46 / kl nn'lA 'f A10 1.-ate... .-.--1 ACM Page 37 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: OF NF�/ 17870 '��' W •80 ,c LEVEL: Main Floor LOADING: S LOCATION: #19 CLG BM CODE: 0 ter c l' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products f 2.0E Rigidlam LVL (2)1.5 X 9.25 DRY • . 9342' F, pR�FESS 10�`�� x r_ " rm_ _>d...-__..__..._._«,..-._...,....u..........,.__�«-�.---..."_.,.,.,..._"....._":._..................,....._.s-..._......,._".....,_:,.,,,,...,..,.... ......czar•....a„ __...-,...,_.".__....s,^^_,..._....,...�m..,.,c..... .'.aw:..,.... ,__.._—,...".,,., I .t .• • Start(ft)0 End(ft):12.083 Member Slope:0/12 Actual Length(ft):12.08 Area Ix ly BSW Lams Cfn Kcr (int) (in") (in 4) (Ibf/ft) Creep Factor 27,75 197,86 5.2 6.94 2'-'-" 8 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290 3000 750 2000 1037 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cr =I Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12.0833 0 12.0833 0 1.00 0.40 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 67.6 290.0 0 D+L 1 Bending Stress Y(psi) PASS 1059.4 3202,5 6.04 D+L 1 Deflection(in) PASS 0.251 0.806 6.04 D+L Bearing Stress(psi) PASS 119.1 750.0 0 D+L 1 • k1J,1W V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 471 779 0 0 0 -785 0 0 0 0 0 B 471 779 0 0 0 -785 0 0 0 0 0 Reaction Location A B • � Mw Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 129 129 0 12.0833 Live Y Uniform_(Ibf/ft) 71 71 0 12.0833 Dead Y Uniform(Ibf/ft) -130 -130 0 12.0833 Wind(-) Y Self Weight(Ibf/ft) 6.94 6.94 0 12.0833 Dead Y . RC 47 Page 39 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: QF t 17870 LEVEL: Main Floor LOADING: S LOCATION: #20 CLG BM CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL , (2)1:5 X 9.25 DRY e 9342' �. AR�FESS IONp�, r _ - L Start(ft)0 End(ft):11.25 Member Slope:0/12 Actual Length(ft):11.25 Area Ix" ly BSW Lams, ° Cfn Kcr (int) (in") (in") (Ibf/ft) Creep Factor 27:75 197.86 5.2 6.94 ' 2 8 1 ' ..............p.. ......... ....., ....,...... _ (P ) _.- Fb(psi) Ft{psi) Fv(psi) Fc(psi) Fc-L(psi), E(psi)x103 . "Emirs(psi)x103," Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values, 3100 2100,.. 290 3000 750 2000 1037 1 CT Bending Adjustment Factors CV =1.03 Cr =I Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values _ Unbraced Length ftBeam End Span Length(ft) Top Bottom E-1ev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 11.25 0 r 11.25 ', 0 1.00 0.43 1.00 1.00 ................„.......,_... PASS/FAIL:_ MAGNITUDE ''” STRENGTH 'LOCATION(ft) .,-LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 152.6 290.0 0 D+L1 Bending Stress Y"(psi) 2227.4 3202.5 ^5 .62 D+L".. 1. Deflection(in) PASS 0.457 0.750 5.62 D+L Bearing Stress(psi) PASS" 268.9 750,0 0 D+L 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH .._.._....-_.- _-. ., _. ..._ . .- ..._.... ... _ A" 1788 1035 0... 0 0..:...:....... .. -624 0 0 0 0. 0 B 1788 1035 0 0 0 -624 0 0 0 0 0 Reaction Location A B ® � o Type. LeftMagnitude Right Magnitude Load Start(ft) Load End.(ft) Load Type " Direction Uniform(Ibf/ft) 184 184 0 11.25 Live Y Uniform(lb 311 311 311 ._. _. 0. — 11.25._.:. _.. Dead :'_ , , Y _-_.,. .. _ _ . Uniform(Ibf/ft) -111 -111 0 11.25 Wind(-) Y Self Weight(Ibf/ft),.., 6.9,4 6.94 o Dead Y RC 48 � Page 41 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: S LOCATION: #21 CLG BM CODE: 0 ter cI' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL (2)1.5 X 9.25 DRY oV 9342' pR�FESS 10�`�� T"_ . _ _e_ .. _ _ _ . _ _ Jul 01.;-2020 e _ �.w_._....__._-_.k�_.._..._..-.,..��,�..�,:.._..._.._ •amu_..,. _...�..�,.,... ��..�:_. -:-._ ..._.._-_.,.�...,-,.._-:��`.__�.�__..._.___._________.._-..__....._ All Start(ft)0 End(ft):11.167 Member Slope:0/12 Actual Length(ft):11.17 Area. IX ly. . .... . ...... BSW Lams..._... Cfn._ Kc. r (in) (in') (in") (Ibf/ft) Creep Factor 27.75 197.86 5.2 6.94 2 8_... . 1 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290 30.00 750 2000 1037 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values REFT1 NJ 1 0 . _ Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 11.1667 0 11.1667 0 1.00 0.43 1.00 1.00 . . PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTO_R CD Shear Stress Y(psi) PASS 62.5 290.0 11.17 D+L 1 Bending Stress Y(psi) PASS 904.7 3202.5 5.58 D+L 1 Deflection(in) PASS 0.183 0.744 5.58 D+L Bearing Stress(psi) PASS 110.0 750.0 0 D+L 1 I V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 435 720 0 0 0 -726 0 0 0 0 0 B 435 720 0 0 0 -726 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start(ft) Load End(4) Load Type Direction Uniform(Ibf/ft) 129 129 0 11.1667 Live Y Uniform(Ibf/ft) 71 71 0 11.1667 Dead Y. . Uniform(Ibf/ft) -130 -130 0 11.1667 Wind(-) Y Self Weight(Ibf/ft) „^ 6.94 6.94 0 11.1667 Dead . . .. . Y RC 49 ^K1 nn't• minae 1---:---I n..:l J:...!'.J. ACM Page 43 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: �F NF�ifj 17870 LEVEL: Main Floor LOADING: S LOCATION: #22 CLG BM CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products . 2.OE Rigidlam LVL- ` (2)1.5"X 9.25; DRY . • 9342 pR�FESS 10�`�� Start(ft)0 End(ft):6.083 Member Slope:0/12 Actual Length(ft):6.08 Area Ix ly BSW Lams Cfn Kcr (int) (in") (in 4) (Ibf/ft) Creep Factor 27.75 °. 197.86 5.2. 6.94. . 2 .. .. _8. _ 1.. .... , • . • • Fb(psi) Ft(psi) . , Fv(psi). Fc;(psi) , Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036,825 Adjusted Values 3100 -; 2100` 290 3000 750 _ 2000. 1037' CM 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cri=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values 6 , NEW ..............._..........._._..._.._.._.____...._......_...,_......__._._...._.,.�.__._.._�.....__....._..........__. --_ ,. :Unbraced L.ength(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) - 1. 6.0833. 0.. 6.0833._ 0-.,, 1.00. 0.73 1.00 1.00 __......_.W............_...._._..._....._........................ ..,........_..__ ......... ..._ _......... ......_................ .,...,............. -' PASS FAIL _ MAGNITUDE -STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 64.6 290.0 0 D+L 1 Bending„Stress Y(psi) ' PASS 509.9... 3202.5 3.04 D+L 1 Deflection(in) PASS 0°031 0.406 3.04 D+L Bearing Stress(psi) PASS 113.8 750.0;' 0 D+L 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH ............... ..._. _. ._......_....._....__._.._..._._... .._........._.............._. _.._................,..........__..._......_._......._........_,....: ......... ..... - _A._,..: 438 . 757 0. 0 _.. .0.:.;_:..... _-757 _...:.., :D_.: ...-....,._00,.._... �,............._.....__.,._,.�. :.... . B 438 757 0 0 0 -757 0 0 0 0 0 Reaction Location A B ... ............._....._....._ _ .... ....... Type Left Magnitude Right"Magnitude Load Start(ft) Load End(ft) Load Type Direction.” Uniform(Ibf/ft) 249 249 0 6.0833 Live Y Uniform(Ibf/ft),.., 137 137-., _.. 06.08-33., Dead , ..-n.._ Y .._ .. Uniform(Ibf/ft) _ -249 -249 _.._O 6.0833 _ _., Wind(-) Y Self Weight(IbfAt);-.: . ,.. .:: ...6,94., :<..:: .:.:_ 6.94 . ._. .. a ; 6.0833 Dead Y .. RC 50 n__:__a �Kl nn-%e 1—°.__a.:___ ACM Page 45 P��Sywtl DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: \-,F NE�j 17870 '��' W BO LEVEL: Main Floor LOADING: S LOCATION: #23 WINDOW HDR CODE: 0 ter ctrl' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce-Pine-Fir No.2 (3)1.5X 3.5 DRY .® . • s • • 9341 AR�FESS 10�`�� 4--. .. _ W .®.. ate._. Start(ft)0 End(ft):2.875 Member Slope:0/12 Actual Length(ft):2.88 .. Lams .:Area BSW cr (int) (in') (in") (Ibf/ft) Creep Factor 15.75 „16.08 2.95 .- 3.04 3 '0.421 1 M1111.4015"I . -1.10101 Fb(psi) Ft(psi) '" Fv(psi),; Fc(psi) Fc1(psi) E{psi j x103 Emin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1312- 675 135 1322; .`. 425 ; 1400 510 CM 1 1 1 1 1 1 1 C 1 Ci 1 1 ' 1 1 1 1 C, 1.5 1.5 1 1.15 1 Bending Adjustment Factors C fu =1 Cr =1 Unbraced Length(ft) Beam End 'sp'a'n . .. _...._.,_:,. Top— g Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 2.875 0 . , 2.875 0, 1.00 '0.99 1.00." 1.00 .:.:._. _:.. ..._ _...._ ___:..: ....�..:'. .__ .. _. , .(.). ,..:a........., _ . .. ._._ D, PASS/FAIL MAGNITUDE STRENGTH LOCATION ft LOAD COMBO DURATION Shear Stress Y(psi) PASS 53.3 135.0 0 D+L 1 Bending Stress X(psi) PASS 525.0 . 1312.5 1:44" D+L 1 52_._._ _..,.._..,_.,m.... , _.. ...._..-,,. m.-.,- Deflection(in) PASS 0.027 0.192 1.44 D+L _..............__._ .....___.._....._... _.........__..__...... - ......._ _ _. _ _.. _.... BearingStress(psi) , PASS .._..__.,_.._. .. 35.5 " 425.0__.._._•:,._. -. .._.:......_Q�__,...€..._...:: D+L.__.._,.`�_._._.•.___..::...:.:...._1_.._...__:._.._ ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 201' .358 0. - 0 0 -, 0. 0 0 0` U _.. m B 201 358 0 0 0 0 0 0 0 0 0 Reaction Location A B - Type•° Left Magnitude Right Magnitude- Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 249 249 0 2.875 Live Y Uniform(Ibf/ft)..: 137 .. . 137:,.. 0.. .._. _2.875 Dead_ :' Y..:. . Self Weight(Ibf/ft) 3.04 3.04 0 2.875 Dead Y RC 51 Al---.r+Al nnnA nn40 1--_-a:___ Arm Page 47 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: ' OF NES 17870 '��' W •BO LEVEL: Main Floor LOADING: S LOCATION: #24 DOOR HDR CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: I SOLID SAWN Spruce-Pine-Fir No.2- (3)1.5 X 5.5 "" DRY.r 7. - ®®• • ® • r 9342' �t. AR0, �o �' -Jul-0.1;2424 w� . Start(ft)0 End(ft):6.25 Member Slope:0/12 Actual Length(ft):6.25 Area -Ix ly _ BSW Lams G Kcr . (int) (in 4) (in') (Ibf/ft) Creep Factor 24:75 62.39 _.; s. - ° 4.64-_ 4.77 °3. 0.42-1 ° 1 Fb(psi) Ft(psi) FV(psi) Fc{psi) Fc1(psi), E{psi)x103• Etnin(psi)x103 Base Values 875 450 135 1150 425 1400 510 Adjusted Values.,. 1138 585 135 1265, 425 . 1400 510 CM 1 1 1 1 1 1 1 CT,.... ...."._ .:1 CF: ' 1.3 13 Bending Adjustment Factors Cfu =1 Cr =1 Unbraced Length,(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6.25 : br 6.25 0 1.00.' 0.95 1.00 1.00, _ PASS/FAIL, MAGNITUDE STRENGTH ."., LOCATION(ft} LOAD COMBO DURATION FACTOR CD •. . Shear Stress Y(psi) PASS 46.5 135.0 0 D+L 1 Bending Stress Y(psi) SASS _. 634..7:._. .,_..._m 1137.5:_ 3.12 D+L Deflection(in) PASS 0.097 0.417 3.12 D+L _._.. :---..__,...,_........._._...,....__.._...._... ._...._...,,,.._........................... — ......_.._ ...... .. __.... PASS Bearing Stress(psi)_-- 48.8`` 425;0 ,. ' _ _ D+L ' 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH 'A,. -'402 ''0''366 0 0_; 0 0 0.. ._:. 0_ �. . B 402 366 0 0 0 0 0 0 0 0 0 Reaction Location Mw A B Type ' Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load,Type. Direction,'.. Uniform(Ibf/ft) 117 117 0 6.25 Live Y _Uniform(Ibf/ft), 124 .. .... . ..:...:. 124 .. ...;•;,, 0 6.25 .. ° , Dead Y Self Weight(Ibf/ft) 4.77 4.77 0 6.25 Dead Y IAC 52 n-_:--a AI_°---.A111 nn•l A •1^10 I_a_°..-_ Arm P Page 49 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 0F Nk� / 17870 '� W 80 LEVEL: Main Floor LOADING: S �2 LOCATION: #25 CLG BM CODE: 0 ter ci' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products- 2.DE Rigidlam'l-VL• 1 (2)1.5'X 9.25 DRY Lil 8342' �. pRoy9 3310�`�� _ n„ Start(ft)0 End(ft):11.167 Member Slope:0/12 Actual Length(ft):11.17 Area Ix .,I, BSW Lams Cfn, Kcr (in;) (in") (in 4) (Ibf/ft) Creep Factor ._.,,_._.;....27.75- _ ,197.86..".._..._....,-_.";.,._ 5.2°,".,.. ,.__..'„.6.94. ... 2 Mill . . � . Fb(psi) Ft(psi) Fv(psi), Fc(psi) Fc._L(psi) E(psi)x103 _Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 -290 3000 750 2000 1037 . CM 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values • i p Unbraced Length(ft) - - .Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) T 11.1667 0 11.1667 0 1.00 ` ' 0.43 1.00 1.00 . _...... .__._._......_._ _.. ........_._,...._ ...._ __. _ _ ...... PASS/FALL T ” " MAGNITUDE STRENGTH LOCATION(ft) _ LOAD COMBO DURATION FACTOR CD, Shear Stress Y(psi) PASS 155.4 290.0 11.17 _ D+L 1 - Bending Stress Y,(psi) PASS 2251.3. 3202.5... 5.58 D+L 1 Deflection(in) PASS 0.455 0.744 5.58 D+L Searing Stress(psi), _. @SASS... ...M_. -273,8 -_ M._ 750.0 ._-... ....- � D+L 1. .,.. ..__.-. i V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 1797 1078 0 0, .. 0 ... -631 0 0 0 0 0 B 1797 1078 0 0 0 -631 0 0 0 0 0 Reaction Location A B i"T® Type Left Magnitude Right Magnitude 'Load Start ft Load End(ft) - Load Type. Direction Uniform(Ibf/ft) 193 193 0 11.1667 Live Y Uniform(Ibf/ft) _315 315 ,_.r_. _. _11.1667 . Dead y Uniform(Ibf/ft) -113 -113 0 11.1667 Wind(-) Y _ Self Weight,abfjft)...:....._'... . ,._.6.94.,:.... ...._:.::..:._. 6.94 4,.._ .- :._:...:.... 11.1667 . Dead ..._ __..._... . Y_....__..._ RC 53 Page 51 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst OF N��/ PROJECT LOCATION: 17870 '� W 8 LEVEL: Main Floor LOADING: S i2 LOCATION: #26 BEAM CODE: 0 ter c�l' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidiam LVL (3)1.5 X 9.25 DRY • ® : � ® � ° � 9342' � Jul OL20�9 w.. _ DMel.IN MW Start(ft)0 End(ft):14.33 Member Slope:0/12 Actual Length(ft):14.33 Area Ix ly B5W Lams Cfn Kcr (ini) (in A) (in") (Ibf/ft) Creep Factor 41.62 296.79 7.8 10.41 3 8 1 D• ® D Fb(psi) Ft(psi) 'Fv(psi) Fc(psi) Fc1(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290 3000 750 2000 - 1037 C 1 CT 1 1 1 1 1 1 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 14.33 0 14.33 0 1.00' 0.34 . 1.00 1.00 D � � PASS/FAIL MAGNITUDE ," STRENGTH LOCATION(ft), LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 59.2 290.0 14.33 D+L 1 Bending Stress Y(psi) PASS 1101.1 3202.5 717 D+L 1 Deflection(in) PASS 0.367 0.955 7.17 D+L Bearing Stress(psi) PASS 104.4 750.0. 0 D+L i ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 669 974 0 0 0 -731 0 .0 0 0 0 B 669 974 0 0 0 -731 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 136 136 0 14.33 Live Y Uniform(Ibf/ft) 83 83 0 14.33 Dead Y Uniform(Ibf/ft) -102 -102 0 14.33 Wind(-) Y Self Weight(Ibf/ft) 10.41 10.41 0 14.33 Dead Y, . .-. RC 54 ^K1 AAnA 1A10 ------ ACn Page 53 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: OF NFA, 17870 < W •80 LEVEL: Main Floor LOADING: S -k LOCATION: #27 WINDOW HDR CODE:(11 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: SOLID SAWN Spruce-Pine-Fir No.2 {3)1.5 X 5.5, ,DRY 9342' �. AR�FESS 10�`�\" Start(ft)0 End(ft):7.917 Member Slope:0/12 Actual Length(ft):7.92 Area . , Ix;'. N BSW Lams. G" Kcr (in) (in 4) (in") (Ibf/ft) Creep Factor _.___..__.-..-._._._.�___.._w.��.............._.______..._.... ._._..�._.._._.._..__.-,....,...-__._.�.._.,_�_... .._;_..__._,__.__., 3 -_.-._.. .. ..`. " .. �...,,�]_ .. ... . . '24.75, 62.39 :, 4.64 - 4.77 .. 0.42 Fb•(psi) Ft(psi) Fv(psi) Fc(psi) Fc -L E(psi)x103 Emin"(psi),A03 Base Values 875 450 135 1150 425 1400 510 Adjusted Values 1138 5$5 135 1265 425 1400 510 CM 1 1 1 1 1 1 1 ... . _ Ci, 1 1 1 1 1 1 1 CF' 1.3 1.3 Bending Adjustment Factors C fu =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1' 7.91667. 6 7.91667 0 1.00 0.93 1.00' `" 1.00 OWN ELI I W SS/FAIL MAGNITUDE STRENGTH PA ^- LOCATION(ft) LOAD COMBO_ DURATION FACTOR CD Shear Stress Y(psi) PASS 33.5 121.5 0 D 0.9 Bending 5tressY(psi) ....., "PASS 579.2,,l 1U23 7;...; 3 96;. . D . . 0.9 Deflection(in) PASS 0.141 0.396 3.96 D+L ........_..___.__-_.__.,_._ _........___...._..... _. _._.___...__._._.._.-- - - _._.... __ ...._ _-- ,-- _.....----_..__.......__.... _.......................... ._._ Bearing Stress(psi) ., PASS 35.1. 425.0 0 ^..._. D ..,.._,.._ 0.9 t V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH _..A 553 0 0 :._.: ... O°. ._ �,."__._. "". ,. .0._.._.... g 0. 0 , 0 B 553 0 0 0 0 0 0 0 0 0 0 Reaction Location A B OEM a NEW Type Left Magnitude': ' Right Magnitude Load Start(ft) Load End,(ft) Load Type Direction Uniform(Ibf/ft) 135 135 0 7.91667 Dead Y .Self Weight(Ibf/ft)..,. :. .".4.77- 4.77._:..,. 0,....,_....__.:._ 7.91667.. Dead." Y" RC 55 n__:__a ^w1 nnn A minae 1_a_-__a:___ ACM .., Page 55 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst OF NES, PROJECT LOCATION: 17870 \N BO LEVEL: Main Floor LOADING: LOCATION: #28 CLG BM CODE: 0 ter cel' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: I SOLID SAWN Spruce-Pine-Fir No.2 (3)1.5 X 9.25, DRY 9342' F, NNJ AR�FESS j0�`��, n. �;.. � w�.: ,� • < ,,,�_-�. �;� ,.�`:,ice'>f� _..a� � ;.. Start(ft)0 End(ft):5.083 Member Slope:0/12 Actual Length(ft):5.08 °_....._ _ Area ... _ Ix_ ly_._ _. ... BSW.. Lams G Kcr.; (inZ) (in' (in`) (Ibf/ft) Creep Factor 41.62 296.79 7.8 8.03 :.,: . 3 0.42 Fb(psi Ft(psi) '° Fv(psi) Fc(psi) Fcl(psi) E(psi)x10' Emin(psi)x103.. Base Values 875 450 135 1150 425 1400 510 Adjusted Values" . 962 495 .,-,'.; ;.,.135 1750 4'425 .,,... 1400 510 CM .........:�_:- ....,......... .-,._...__.... _�._.......__......_...__....._,.....,..._._._....._.....__..__......_..__..._._.. _e_.,._ . .._....... ...�.... ... ._y_._,........_._.._. ---�.. —..�_...__.;...__., _. . ._.._....._...... C _,_....,,.'11" 1 1 1 1 1 1 _ co 1.1 1.1 Bending Adjustment Factors C fu =1 Cr =1 0 TERM in 1M � Un_braced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) `..5.0833_, 0 5.0833 0:....,, .. 1.00 0.93 1.00. .1.00 e , , PASS/FAIL MAGNITUDE, STRENGTH LOCATION(ft) LOAD,,COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 56.6 135.0 0 D+L 1 Bending stress,Y(psi) PASS :373.3 962.5 2.54 D+L 1 Deflection(in) PASS 0.022 0.339 2.54 D+L :-Bearing (psi ` Stress(p PASS 99.7. , 425.0 0 D+L. 1 ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A. 796 775 0 0 0 -752 0 0 0 0 0 - _.._ _.. .. ...._._... _... -- B 796 775 0 0 0 -752 0 0 0 0 0 Reaction Location A B Type Left Magnitude Ri ht Ma nitude Load Start(ft)m Load End(ft) Load Type Directions Uniform , (Ibf/ft) 305 305 0 5.0833 Live Y Uniform(Ibf/ft)... _.. 305_,.. :. _._.305 . 0 .. _ 5.0833, Dead Y Uniform(Ibf/ft) -296 -296 0 5.0833 Wind(-) Y _. ..._....._,....... ._. ......... . Self Weight Aflft) _•...,._...._. _8.03 __... ..__8.03 ... ,. , :._ _. . .. --_.__._...:._,._. ,.. p 5 0833° _.. .�.:__ _.:.. Dead_,.__...:...,, ,.._ .._._...._..,Y RC: 56 ^K. nnn A •lA1e 1_a_...-_a:_.-_ arm Page 57 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aun� OF Zx�-�PROJECT LOCATION: 17870 /'� W •BO LEVEL: Main Floor LOADING: S �2 LOCATION: #29 CLG BM CODE: 0 ter cl' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2:011 Rigidlam LVL (1)1.5 X 9.25 DRY V e 9342' AR�FESS 1Jul.01. 2020 tT 4�`�\. r Start(ft)0 End(ft):10.083 Member Slope:0/12 Actual Length(ft):10.08 Area Ix ly BSW lams Cfn Kcr (int) (in') (in') (Ibf/ft) F Creep Factor 13.88 98.93 2.6 3.47 1 . 8 1 Fb(psi) Ft{psi) Fv(ps) Fc(psi) Fc-L(psi) E(psi)x103 , Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290 3000 750 2000 1037 C 1 1 �...._.._.__....... .. 1 1 CT, 1 Bending Adjustment Factors CV =1.03 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values N� Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 10.0833 0 10.0833 0 1.00 0.52 1.00 1.00 MrOw PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO , DURATION FACTOR CD Shear Stress Y(psi) PASS 52.0 261.0 0 D 0.9 Bending Stress Y(psi) PASS 680.7 2882.2 5.04 D 0.9 Deflection(in) PASS 0.112 0.672 5.04 D+L Bearing Stress(psi) PASS ' 91.7 750.0 0, D 0.9 E • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 481 0. 0 0 0 0 0 0 0. 0 0 B 481 0 0 0 0 0 0 0 0 0 0 Reaction Location A B " Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) 92 92 0 10.0833 Dead Y Self Weight(Ibf/ft) 3.47 _ 3.47 : 0 . _ 10.0833 Dead ,. Y RC 57 n-.:...a wl----./ .l nAnA -In10 l.------a:_.-_I n..:IJ.-_ t`_-1- AC- r' Page 58 r-Y DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: )f NF/�j 17870 W •BO LEVEL: Main Floor LOADING- S �2 LOCATION: #30 CLG BM CODE: 0 ter c�l' de TYPE: FLOOR BEAM NDS: 0 S MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidtam LVL (3)1,5 X 18 DRY 9342- _ _... w w g. k •• e . Start(ft)0 End(ft):21.458 Member Slope:0/12 Actual Length(ft):21.46 Area Ix ty BSW Lams Cfn Kcr (int) (in") (in 4) (Ibf/ft) Creep Factor 81 2187 15.19 20.25 3 8 1 Fb(psi) Ft(psi) Fv(psij FC(psi) Fc-L(psi) E(psi)x103. Emin(ps)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290 3000 .750 2000. 1037 CM 1 1 1 1 1 1 1 CT 1 1 1 . Bending Adjustment Factors CV =0.95Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 21.4583 0 21.4583 0 1.00 0.12 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATIONfft) LOAD COMBO „ DURATION FACTOR CD (psi) 81.1 290.0 0 D+L 1 Shear Stress Y si Bending Stress'Y(psi) PASS 1345.1 2946.8 12,45 D+L _ 1 Deflection(in) PASS 0.506 _ 1.073 10.94 D+L Bearing Stress,(psi) PASS 278.1 750.0 0 D+L I WR Mil ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 3050' 1330 4 0 , 0 -1124 0 0 0 0 0 B 2664 1421 0 0 0 -896 0 0 0 0 0 Reaction Location A B RC 55 . � • Page 59 Type - Left.Magnitude Right Magnitude Load Start(ft) Load End(ft}, Load Type- Direction Point(Ibf) 1035 - 14.5417 - Live Y Point Obi - 1788 , - 14.5417 Dead...... Y Point(Ibf) -624 14.5417 - Wind(-) Y Trapezoidal(Ibf/ft).,. ..._. :_.,....99. .. ..._....,...... 99... - .. _...... ..:..........,.0 --..,,.14.5417 dive.• Y. _.. Trapezoidal(Ibf/ft) 233 233 0 14.5417 Dead Y Trapezoidal(Ibf/ft). -96 -96 0 14.5417 Wind(-) Y _ _.. . Trapezoidal(Ibf/ft) 40 40 14.5417 21.4583 Live Y Trapezoidal(Ibf/ft) 15' 15 14.5417 21.4583. Dead Y .............. .._._........ __:... - .......... ..... .: Self Weight(Ibf/ft) 20.25 20.25 0 21.4583 Dead Y ki I IV OW KI• ��P , GO Q7 pOC?9342��F�c� FESS 10 Jul 01, 2020 RC 59 n__:__a KI___.^KI nnnA �n�e �_a____.:___� A..:IJ:.-�/'�J.. ACM Page 60 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #31 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL (3)1,5 X 18 DRYU IV amp 0 SSS /,� -"'•Z�<- �a ,x.'c.' "" .......£.._..... ._.._...........X...w.......�.w,-»:.<w'_.x..,...".^.',-mw.......w....�.,.._......._.. m.�' "...'t._... .vZY ..,..rn...,.,.4...,,._..a,,.,.......',ffi,r...,,,t...n.:...,..:..t............................ ,,. ....,i:;ex:........� ...... A x'9341' � RpFESS 10�' Start(ft)0 End(ft):21.458 Member Slope:0/12 Actual Length(ft):21.46 Area Ix ' ly BSW Lams Cfn Kcr (int) (in") (i n') (Ibf/ft) Creep Factor 81 ". 2187 15.19'' 20.25 3 8 1 Fb(psi) Ft(psi) ' Fv(psi) Fc(psi) .Fc-L(psi) E(psi)x103. Emin(psi)X103 ' Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 31D0- '2100 290 3000 750 2000' 1037 CM 1 1 1 1 1 1 1 CT 1 - 1 1 1:. 1 1 1 Bending Adjustment Factors CV =0.95Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values NEW ROOM- _. _.. ......._.......... ......... .... Unbraced Length(ft)' Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 21.4583 0 .' 21°4583 0� 1:00- 0.12, 1.00 1.00 ;_...___., MAGNITUDE . m- STRENGTH :: LOCATION(ft) LOA_D.COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 92.1 290.0 0 D+L 1 Bending Stress Y(psi)" ......_.PASS. ._ 1503.6 w., 2946.8„ 12.23, D+L 1 Deflection(in) PASS 0.566 1.073 10.94 D+L Bearing Stress(psi) mm CRSS 315.8 750.0 '-D+L 1 1 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH _...... ... .............:......._.. _..__. _.....__.. .... ........._....._......._. _,...._..._ _..,_ : :: .-.._ . .. : . . 0 A . 3319._.,............ 1655 0,"-, -1419 0 0 _0 0 0. ..__.._. _...,.._.." ..... ...., :__ 0_.......:....... .... . ................ B 2876 1631 0 0 0 -1073 0 0 0 0 0 Reaction Location A B RC 60 M-2—---/1A1 1%^n• A..:1-1:°--!--I- ACM • ® Page 61 Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type, Direction Point(Ibf) 1119 - 14.5417 - Live Y Point(Ibf).....__.... 1934,. 14.5417 - . Dead Y Point(Ibf) -675 - 14.5417 - Wind(-) Y Trapezoidal(Ibf/ft) 130 130 . 0 14.5417 _Live Y Trapezoidal(Ibf/ft) 256 256 0 14.5417 Dead Y Trapezoidal,(Ibf/ft) -125_ -125 0 14.5417 Wind(-), Y Trapezoidal(Ibf/ft) 40 40 14.5417 21.4583 Live Y :.._Trapezoidal;{Ibf/ft). ........ .... :_......�5. 15 14.5417 21.4583 Dead ........ . Y.... ........ Self Weight(Ibf/ft) 20.25 20.25 0 21.4583 Dead Y i QF N�y[/ �P P\A W BOR/ �0 CO Q:- 0&9 3 4?. :-0&9342 SI Jul 01, 2020 RC 61 �Kl t%^nA JoI111111 111M 05i Page 62 lik-11 DATE: 6/23/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #32 CLG BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL 0)1.5 X 9.25 DRY-.71 OF _ " A' w a Z .. ® . . 89342, Start(ft)0 End(ft):6.417 Member Slope:0/12 Actual Length(ft):6A2 10, tONP� Area Ix. ly BSW Lams Kcr (in') (in") (in") 11.(Ibf/ft) Jul 01, 2020 Creep Factor 13.88 98.93 2.6 3.47 1, 8 1 a• ® o a e .111 Mw fib(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290 3000 750 2000 1037 CM,. 1 1 1 1 1 1 1 CT Bending Adjustment Factors CV =1.03 Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values ® � ..........., .............. .............._........ ...... ........ .... .. . .......... ._...... ... .-._.__. ... ._. ..._ Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 6.41667 0 6.41667 0 1.00 0.70 1.00 . 1.00 o � � PASS/FAIL MAGNITUDE STRENGTH LOCATION(#t) LOAD COMBO ,DURATION FACTOR CD Shear Stress Y(psi) PASS 155.9 290.0 0 D+L 1 Bending Stress Y(psi) PASS 1297.7 3202.5 3,21 D+L 1 Deflection(in) PASS 0.087 0.321 3.21 D+L Bearing Stress(psi) PASS 274.7 750.0 0 D+L . 1 A V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 865 578 0 0 0 -558 0 0 0 0 0 B 865 578 0 0 0 -558 0 0 0 0 0 Reaction Location A B Type Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load•Type Direction Uniform(Ibf/ft) 180 180 0 6.41667 Live Y Uniform(Ibf/ft) 266 266 0 6.41667 Dead Y Uniform(Ibf/ft) -174 -174 0 6.41667 Wind(-) Y Self Weight(Ibf/ft) 3.47 3.47 0 6.41667 Dead_ Y. RC 62 Page 1 DATE: 6/25/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #33 WINDOW HDR CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: I SOLID SAWN Spruce-Pine-Fir No.2 (3)1.5 X 5 5 DRY. 070 ® ' S FF - ,..;.� .i,�� aroma- - �;:$�....- _ -�--�-�;..,�.__- `,c,;, •--,�= - .. •. a 311 iW 9342, Start(ft)0 End(ft):10 Member Slope:0/12 Actual Length(ft):10 piQ�F ONQ� Area° . Ix ly,. BSW Lams (int) (in') (in`) (Ibf/ft) JUI O1, 2020 ° Creep Factor _. :... ...,_._:... 62.39 ... 4.64 4.77 -;. 3 ,,,,-__......: ...0:.,,..z_.__,.,-.:_:...:.,.,.,..,......._.....,... `•.._. ......, .. ® . Fb(psi)" Ft(psi) Fv(psi)" Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x10' Base Values 875 450 135 1150 425 1400 510 Adjusted Values '1138 585` 135 1265 425 1400 "''510 CM 1 1 1 1 1 1 1 .C. 1 T. CF 1.3 1.3 Bending Adjustment Factors Cfu=1 Cr=1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1-1 10 : :0" 10 0 1.00- 0.89, 1.00 1.00 . PASS/FAIL,_ MAGNITUDE STRENGTH LOCATION(ft); LOAD COMBO% DURATION FACTOR CD Shear Stress Y(psi) PASS 29°3 121.5 0 D 0.9 Bending Stress Y(psi) PABA 639 .1,023.7 5 D: 0.9 Deflection(in) PASS 0.249 0.667 5 D+L Bearing Stress(psi) ...,PA ." ... _.. .<. :._.30.7". -425.0 _0 :. _..._-.,._...,.. _.-_..:..::-D .....:.. :_., .. ._...._....._0.9._..:"".._............ • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH _..... ,- B 484 0 0 0 0 0 0 0 0 0 0 Reaction Location A B Type. Left Magnitude Right Magnitude Load Start(ft). :' Load End{ft) µ, Load Type Direction Uniform(Ibf/ft) 92 92 0 10 Dead Y Self Weight{Ibf/ft). _ .. ::_:_:._t 4:77._.___. .._..__ . ._...___.4.77• U....: __.:...:. 10" Dead_w.. .__. .... - .._..._:Y RC 63 n-_:- ^ni n^' A 1_a_-_-a:___1 ACM Page 76 P�45� DATE: 7/1/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #34 THRUST BEAM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: SOLID SAWN Spruce-Pine=Fir No.2 (2)5.5 X 1.5 DRY . v.r , _ .r .:.._-.:,...._,. �__�.:•_...:°...._�..._�..:..- .�._..._,.�::::�___ - ---_... .�,,_..�,.__„sem.�.`��:::�.�.._._......... __ >�•::� Z •. R 89342, Start(ft)0 End(ft):3.5 Member Slope:0/12 Actual Length(ft):3.5 ONP� Area Ixly. BSW Lams ES Kcr (int) (in°) (in°) (Ibf/ft) JUI 01, ZOZO Creep Factor 16.5. 3.09 41,.59 3.18 2. - 0.42 1 Fb"(psi) Ft(psi) Fv(psi) Fc,(psi)° Fc-L(psi) E(Psi}x103 Emin(ps)x103. Base Values 875 450 135 1150 425 1400 510 Adjusted Values • ' 1006 450• 135 1150 425 1400 C 1 1 1 1 1 1 1 CT. . . .`_..........._ Ci 1 1 1 1 1 1 1 CF .., 1 1 1 Bending Adjustment Factors C fu =1.15 Cr =1 Unbraced Length(ft) Beam End - Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3.5 0. 3.5 0 1.00` `. "" 1.00 0.99 0.99 . PASS/FAIL,°_,,, „, MAGNITUDE, STRENGTH ., ,: LOCATION(ft) ,_. LOAD CONI_BO,_ DURATION FACTOR CD Shear Stress Y(psi) PASS 0.5 121.5 _.0. D 0.9 Bending Stress Y(psi) PASS 14.2 _ ,__.r_ 905.6 1.75 . D 1 Shear Stress X(psi) PASS 30.9 135.0 0 D+L 0.9 _........... __,__,..._._...... _.. ........... _-...... Bending Stress X(psi) PASS 235.7 861.8 1.75 D+L Deflection(in) PASS 0.011 0.175 1.75 L Beanng Stress(psi) PASS 0.1 425.0 d, D 0.9' • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH B 6 0 0 0 0 0 0 0 0 0 0 X axis A 0. -340 0 0 0 0 0 .. -. 0 0 0 .. 0_ B 0 -340 0 0 0 0 0 0 0 0 0 Reaction Location A B RC 64 N ME 011OW Page 77 ype; e MagnitudRight,Magnitude., Load Start"(ftj , Load.Type. Direction Uniform(Ibf/ft) 194 194 0 3.5 Live x If04 gyt(lbf/ft) 3.18 318 �7 • if NFA \N 8p b 0893 41'N\1 FESS 10 Jul 01, 2020 RC 65 9%^�bA 1._a_..-:___I ACM Page 66 DATE: 7/1/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #35 thrust bm CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: I STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products ' 2.0E Rigidlam LVL (5)5.5,X 1,5 DRY - rJi ..M ,.._..�.w_,..........�:...M....._._._'+.ems..'-.:.........,_.__.._.......w.,.�..........a:,w.:, ,.w. -":^...:... ,,.......__;,ks;='_-..-....".�._.....m„'^_:.:i%^`:'.......,.^.:» - _ A� ..._...... yer . . • . • 0 1 W 9342, Start(ft)0 End(ft):13 Member Slope:0/12 Actual Length(ft):13 ONP� Area Ix °, ly BSW LamsKcr E 1 , (int) (in') (in") (Ibf/ft) Jul 01, 2020 Creep Factor 41.25- 7.73 103.98 10:31 5 r, Fb(psi)- Ft(psi) Fv(psi) Fc.(psi) -Fc1(psi) E(psi)x103: Emin(psi x103' Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values. ,3100• " . 2100 290 `-3000 750 2000 µ1037 cm .. 1 1 1 1 1 1 1 CT 1 1 Bending Adjustment Factors CV =1.3 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values ....._...._.._.........._,._......... .......__. .. _.._-. ....... - — ... .._.. _........._.. - __ Unbraced Length ft .BeamEnd Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 13 0 _ 13 0 1.00 1.00 : .0.60 0.60 . . Mw _-: _. : ".,PASS/FAIL MAGNITUDE _ STRENGTH'_ LOCATION(ft) _LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 2.4 261.0 0 D 0.9 Bending Stress Y(Psi) ..::. PASS 253.5. 3618:2, . .^ .. 6.5 D 1 Shear Stress X(psi) PASS 45.9 290.0 0 D+L 0.9 _ Bending Stress X(psi) PASS m µ 1300.6` 1867.0 6.5 D+L ; 1 _. ._. ._ ., ._,_....-.._,. _.-.._._.. ... _ .__....,__.. _.. ..... ........._-..., Deflection(in) PASS 0.600 0.650 6.5 L _-_....._....._._._. __ _........ ..__. _. ......___........._...........___...._.... _..._.....---. ..... ......_.___- __....._._ __.._...,. ___....-.... Bearing Stress(psi) 'PASS 0.7 750.0 U D 0.9 OR Fig I • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 67 0 0 0 ;.. 0,. 0 G :. 0. ..- 0 U 0 B 67 0 0 0 0 0 0 0 0 0 0 X axis ._.A: 0...__ -1261 0- 0 0 0:... 0^ _ 0... . 0'0 _._ .. .. B 0 -1261 0 0 0 0 0 0 0 0 0 Reaction Location A B Type Left Magnitude' = Right Magnitude Load Start(ft)' Load End(ft) - Load Type Direction, Uniform(Ibf/ft) 194 194 0 13 _Live _ X Self Weight(Ibf/ft)..._.. ._.... _....10.31 :.:.m_ :_.....: 10.31 0_ 13 Dead _ /_�_.Ywqqw../ n...:-.a wl..�_../awl nAnA ']ASO 1.-�.-...-a:..-.1 n..:l J:.-. /'.J. Arm RC Y6 - -- — - Page 68 DATE: 7/1/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: A513 LOCATION: #36 thrust bm CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products ". v "2.OE Itigidlam LVL {3)5.5 X 1.5 ' DRY ;: 7771 ON F - � _ riL, .. „ '�„�"".. �-�" -'.��'+ °•i%,,,�,.�..d."e�%s F��t �;,v tom'°�� _ ..• . 89342' �. Start(ft)0 End(ft):10.5 Member Slope:0/12 Actual Length(ft):10.S Area Ix : ly BSW Lams F�� Kcr• (int) (in) (in") (Ibf/ft) JUI O1, 2020 Creep Factor 24.75" 4.64 62.39.- ,_. .. .,619,, ._:. _. ..... 3 8 1 • • • • Fb(psi) Ft'(psi} Ky(psi)., ;,Fc(psi) Fc-L(psi) E"(psi)x103" Emin{psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100' 2100; ;.; .."".290, , 300D 750 2000 1037, CM 1 1 1 1 1 1 1 Bending Adjustment Factors CV. =1.3 Cr=1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values _ ..._.... ....._............ ....:.... .... ,.. ... . .... ...... .. _.. ......... . ...... _ .. _ ... Un race Length 00 = Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) t . 1 10.5. 01 .- 10.5", 4 .' " 1.00, 1.00 0,71 0.71.. _.................._...,,,,,............._........._................. ...................... ..._---------- _,. ...... -PASS/FAILMAGNITUDE.rvS STRENGTH _ , ; LOCATION(ft)_, ... "LOAD COMBO DURATION;FACTOR CD Shear Stress Y(psi) PASS 2.0 261.0 0 D 0.9 Bendin Stress.Y{'si) PA 9, ...... p.. _ ..... :165.8' 3618.2. ...__ 5.25,... -D_. ... 1. Shear Stress X(psi) PASS 61.7 290.0 10.5 D+L 0.9 Bending Stress X(psi) PASS 14141 _.-..._ .. _ _.22113 _ ._. ._ ,_.. -M5.25" D+L 1 Deflection(in) PASS 0.425 0.525 5.25 L Beariri Stress{psi) PASS " 0.6" 750A 0 D 0 9 • V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A., 32 0 0 – 0- 0, 0 0 0: 0 ° 0 0 B 32 0 0 0 0 0 0 0 0 0 0 X axis A 0'. -1018 0 0_. ._.._ . 0 0; 0 0 0 0 ©=" r B 0 -1018 0 0 0 0 0 0 0 0 0 Reaction Location A B !eft Magnitude Right Magnitude Load Start(ft) Coad End(ft) a".Load Type Direction Uniform(Ibf/ft) 194 194 0 10.5 Live X Self Weight(Ibf/ft) 6.19 619,.,. _0 :.`..' ..._ 10.5 Dead:.'. ., Y .__.. nwl nnn A ern RC 67 Page 70 DATE: 7/1/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #37 THRUST BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL -(4)S.5 X1.5 -DRY m.. x MR :t.._..�'w=..,d>__.-._.........�:_:......:,._.,�w.m•w,_-.:..-.._..'.A...._,,.,.°„z....:........�.e��,.,.,...::;.c.".x:`...,.....r ...u.,.�n....._ .a:..'�k...M:..,.; a,-i.�:. .r_", µ.,«_..�....za.._.. i . e. o . 89342' Start(ft)0 End(ft):12.083 Member Slope:0/12 Actual Length(ft):12.08 ONP� Ix Area I BSW� Lams Kcr -. _ ._ . . E (in") (Ibf/ft) Jul 01, 2020 Creep Factor 33, 6.39, .: :. 83.19 8.25. 4 8 1. _...._....... . ...._ - Fb(psi) = Ft(psi) Fv,(psi).: Fc(psi). - ,Fc-L(psi)', E(psi)x103 Emin(psi)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values ' 3100 ' 2100 '. 290, 3000- 750 ' " 2000 1037 CM 1 1 1 1 1 1 1 CT Bending Adjustment Factors CV =1.3 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced,Length(ft), Beam End ` Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 12.0833 0,., 12.0833 0. 1:00 1.00 0.64 0.64 _.................... ..___.:..__._......,._._..., _...,.___.. .-.:..-_,.........__.....................,.,-....-_ --•- ......._._...- -._...... ._._......... _ _ _..._.,. ------- _ _PASS/FAILT ...- -MAGNITUDE . STRENGTH LOCATIONA(ft):w LOAD COM_BO..". DURATION"FACTOR CD Shear Stress Y(psi) BASS 2,3 261.0 0 D 0.9 Bending Stress Y-(psi) PASS 219.0 3618.2 6.64 D, 1 Shear Stress X(psi) PAAiS 53.3 290.0 0 D+L 0.9 Bending Stress X(psi) PASS 1404.6 1984.2 6.04eµµ D+L H 1' Deflection(in) PASS 0.559 0,604 6.04 L _.......... .,,.....-_.............................._ .,....... ...-..._............__........ ... _._....... . .. ...._.,..... Bearing Stress(psi) SASS0.6 750.0 0 b V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH A 50 '0 0; `0 6- 01-, . _ 0, 0 0- 0 0 B 50 0 0 0 0 0 0 0 0 0 0 X axis A 01 -3172 0,. 0: 0 0 0 ., 0 0 0 - 0 B 0 -1172 0 0 0 0 0 0 0 0 0 Reaction Location 11111111 — A B eye Type Left Magnitude Right,Magnitude Load Start(ft) Load End(ft) ' Load Type':' Direction Uniform(Ibf/ft) _...__ , 194.._... ._.-. .__..... ._194 M _ 0- _..._..__.12.0833 Live _ _.. _.._X_._,._._._ 8.25 _....._...__.: . .' _.D ,w 12.0833 _ Dead , _. ._. Y .._pRA._:. /�_®...__.. nnnA �n�e �_a_-__a:___� n..:�J:__i-_r_ een 00 " Page 72 DATE: 7/1/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Main Floor LOADING: ASD LOCATION: #38 THRUST BM CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER Roseburg Forest Products 2.0E Rigidlam LVL (4)7.25:X,1.5 , DRY', . 77 , l tiY �. { x W" _ ......�.,.....,.._...wu.°..,...,...^_........e..,.._...�,,.. ..,....wG"�...... ,.mem:+. °0..:..,:a„`$K_..__.._.'^a:. D ■ . ® U 9342' �. e-„. •_ _.15 Slope: Actual Length(ft):15 ONP� Start(ft)Areand(ft)•15 Member IXo.. .. ... Y Bsv�i FE 1' cr . . ..., _. . ., :. ...-. .... ,.. ,._. . :."_. ...:.._ .,. ams ., _ ... on') (in") (in") (Ibf/ft) Jul 01, 2020 Creep Factor 43.5 8.16:. ._. 190.54 :..10V88 .,: _:. . : ___. ..._4__..__. ._:._ ._._._: 8 ........ _ 013 Fb(psi) Ft(psi) FV(psi) Fc(psi)" " Fc_L(psi)- E(psi)x103 Emin(ps)x103 Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 CM 290 3000..-' ' 750' 2000 1,037 1 CT Bending Adjustment Factors CV =1.3 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values ® . . _ '.._'M....., ,"._ _............. _......,............._.... , ._... .._:..._...._,..... .... ... ...... _... .._...............,....:...... _... ._....".. _.. _.............,.__.._.... Unbraced Length(ft) Beam End'—, Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 15... 0, 15: 0 1.00 1.00• 0.41.:.,.._ .., .._1 -0.41... ..........,.. ............ ..... ...._ . PASS/FAIL' u^ "MAGNITUDE°- STRENGTH LOCATION(ft) "LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS 2,8 261.0 _ 15— D 0.9 8eridin Stress Y(psi) PASS, g ......._,.. p.._ .,,... ...::.:, _337.5 _,_.:'..".. ;3618.2-. .: ,.. _- -.... 7.5. Shear Stress X(psi) PASS 50.2 290.0 15 D+L 0.9 Bending Stress X(psi) PASS, 1245.7•.. 1275.8 ,- 7:5'" , D+L " 1 Deflection(in) PASS 0.9561.000 7.5 D+L _..._..,. _ _._..._...._... _....._...._.._.. _._._...._ _ ... . __.... - Bearing Stress(psi) -PA 0.8 _750.0 0 D 0.9 Fig ® V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH _ B 82 0 0 0 0 0 0 0 0 0 0 X axis A ::0 -1455 0 0' 0 0 0 '' '. 0 > . .0 0 011", B 0 -1455 0 0 0 0 0 0 0 0 0 Reaction Location 1130 OHIO= A B ear __.,._._.....__..-..,...-._...___•...-._.�_._.-._..:_...,.,__-..- .._..._•.-..__..„..__.....___......_..._._,._....--.�.._°.._.__,. ._.-..._.__.. -.__.",.,._-.,..,,....-_,•mom.._,,.. _..__......._._..�......-.__..... .. - Type Left Magnitude Right Magnitude Load Start(ft)' Load End,(ft) : Load Type Direction Uniform(Ibf/ft) __:. ,_..194. .... 194 __...•. _,.... r.- _..__. 15 Live X a: :w._,-.:._ .'.F.. _ 15 __......._ -Dead .,v.. _. __...__..Y well �� ^K1 f%^nA n^40 1---:--- y $' Page 74 DATE: 7/1/2020 COMPANY: Icon Legacy Custom Modular Homes, LLC VITRUVIUS BUILD: Base DESIGNED BY: Jon Aungst CUSTOMER: ON-9024 REVIEWED BY: Jon Aungst PROJECT LOCATION: 17870 LEVEL: Roof LOADING: ASD LOCATION: R-4 OVERHANG CODE: 2018 International Building Code TYPE: FLOOR BEAM NDS: 2018 NDS MATERIAL: STRUCTURAL COMPOSITE LUMBER_ Roseburg Forest Products 2.OE Rigidlam LVL (1}1.5 X 5.5 `DRY i' , --...m...........:.............._....ca.':.,..,,�^:-x;.."..»�:::::.»«'•Y,�._..�...._.�......�,..". .".",..9^°..G....,.a'".`..F1......xa.,-,._.� ..,,.w .....:.a.-W,...w -.,✓aN'...�,„w'..'»,�r.�.'.�..', �`f� .....,wV.' .�.m......,..,...,.... .. � . . 89342. Start(ft)0 End(ft):6 Member Slope:0/12 Actual Length(ft):6 Area Ix, ly V BSW,... Cams V Kcr . (inZ) (in") (in') (Ibf/ft) Jul 01, ZOZO Creep Factor 1.55 2.06. 1 " 8 1 Fb(psi) Ft(psi) Fv(psi)' Fc(psi) .' Fc-L(psi) E(psi)'x103 - Emin(psi)x103_ Base Values 3100 2100 290 3000 750 2000 1036.825 Adjusted Values 3100 2100 290., 3000 750 2000 1037 CM 1 1 1 1 1 1 1 CT. - 1 Bending Adjustment Factors CV =1.1 Cr =1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values Unbraced Length(ft). Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 2 0 2 0 1.00 0.99 1.00 1.00 2 4 0 4 0 1.00 0.98 1.00 1.00 MAG•NRUDE„ STRENGTH LOCATION(ft)„ LOAD COMBO DURATION,FACTOR CD __.._._ _ . ............. Shear Stress Y(psi) PASS 25.5 290.0 2.04 D+L 1 Bending Stress Y(psi) PS 177.5 3395.6• :1.98 D+L Deflection(in) PASS 0.005 0.267 0 D+L Bearing Stress(psi) PASS_. . .,.. ._.48.9 830.4' - 2 D`+1 ~1 EN A V-(Ibf) M-(Ibf-ft) Y axis DEAD LIVE LIVE ROOF SNOW WIND+ WIND- SEISMIC+ SEISMIC- ICE RAIN EARTH B 77 180 0 0 0 0 0 0 0 0 0 C 2b 60 0; 0 0 0 0- 0 0 0 0 ........ _ _.___ _._.. ._ ..__ _ Reaction Location A B C Type,. Left Magnitude Right Magnitude Load Start(ft) Load'End,(ft) Load Type ". "Direction Uniform(Ibf/ft) 40 40 0 6 Live Y .0- .6_ _.. -.._. Dead - - Y Self Weight(Ibf/ft) 2.06 2.06 0 6 Dead Y RC 70 nnn A ACM CLASSIFICATION THIRD PARTY INSPECTION AGENCY STATE APPROVAL STAMP R.A.OR P.E.STAMP DG°3QMn7VNG VOID[ { USE GROUP: SINGLE FAMILY DWELLING PFS CORPORATION P�°w. t o SHEET# DESCRIPTION OCCUPANCY CLASS: SINGLE FAMILY DWELLING 1115 OLD BERWICK ROAD `0 Qr yc,°P Q 0 N O ¢ BLOOMSBURG, PA 17815 O M >-(- CV COVER SHEET CONSTRUCTION TYPE: VB (WOOD FRAME UNPROTECTED) R:Q , U' (570)784-8396 °6'9341•` 1a a. v Q C1 SITE PLAN STRUCTURE SQ. FT.: 2,441(2,441 1ST FLOOR) + 576 (GARAGE) 551 W^M GN GENERAL & ELECTRICAL NOTES Jul ot,1010 x> DESIGN LOADS ra°.��z EVI FRONT/REAR ELEVATION ISA EV2 LEFT/RIGHT ELEVATION CLIMATE ZONE: 4 5331 HDD RYAN C BORING � "U ( ) 24232COUNT/ROAD26 x' FPt 1ST STORY FLOOR PLAN NUMBER OF STORIES: 1 ELKHART�,1�4 5�1NNW �x w 3 FP2 2ND STORY FLOOR PLAN ROOF LIVE LOAD: 20 PSF N vWi 3 SW1 1ST STORY BRACE WALL PLAN ROOF DEAD LOAD: 10 PSF a CEILING DEAD LOAD: 10 PSF SW2 2ND STORY BRACE WALL PLAN CEILING LIVE LOAD: N/A * 246 SAND HILL ROADI z SW3 PORTAL FRAME WALL DETAILS BM1 IST STORY BEAM PLAN FLOOR LIVE LOAD: 40 PSF IN COMMON AREAS i SELINSGROVE,PA 17870 U JU 2ND STORY BEAM PLAN 30 PSF IN BEDROOMS 1 C® J PHONE': (570) 374-3280 * ®�E'a' ., BM2 2 D 0 E FLOOR DEAD LOAD: 10 PSF , _ ELt 1ST STORY ELECTRICAL PLAN =" LEGACY 2DPJ FAX: (570) 374-1122 W o / HORIZONTAL WIND LOAD: 127 VULT per ASCE 7-10 WWW.ICONLEGACY.COM ELC ELECT. LOAD CALC CIRCUIT SCHED. CUSTOM MODULAR HOMES EXPOSURE: B FIND FOUNDATION PLAN SITE ELEVATION: 120 FT ABOVE SEA LEVEL BIRD BIRD'S EYE GROUND SNOW LOAD: 20 PSF ��jj `ELENA _ SE1 A-A CROSS SECTION SEISMIC CATEGORY: B LJL } w w w SE2 A-B CROSS SECTION WINDBORNE REGION: N/A 0 ALEA T SE3 A-C CROSS SECTION FLOOD ZONE: X SE4 A-D CROSS SECTION App�VC�A[3�[ C�ODC� 7 H RT` Nf" LANE SE5. A-E CROSS SECTION z J J J 2020 RESIDENTIAL CODE OF NEW YORK STATE INJY o w w J j FSE8 B-A CROSS SECTION 2020 ENERGY CONSERVATION CONSTRUCTION w a- 0- z � CODE OF NEW YORK STATE w L� B-B CROSS SECTION • 2017 NATIONAL ELECTRICAL CODE 9 SECTION FASTENING ch� OfRAFTER #1 & #3 TR2 RAFTER #1 & #3 CONNECTIONS TR3 RAFTER #4 Sawa wavmmovaarecap.nmv° sierayssrnio O O O TR4 RAFTER #4 CONNECTIONS Vln�SlU1 LG1�VO�nI N/ALM[S `°" �" \ \ N N CDCN TR5 RAFTER #5 ROOF TO EXTERIOR: R-'47 EXTERIOR WALLS TO EXTERIOR: R-39, TR6 RAFTER #5 CONNECTIONS FLOOR TO BASEMENT OR CRAWL SPACE: R-19 (ON SITE) TR7 RAFTER #6 SEE RESCHECK FOR ADDITIONAL INSULATION REQUIREMENTSTm TR8 RAFTER #6 CONNECTIONS WHOLE HOUSE VENTILATION PER M1505.4/N1103.6 ACHENED WITH 110 CFM lillill 111111 till 11 1111 BATH FAN SEE PAGE ELC FOR CALCULATION-+EL11BATM )3 FOR LOC'N 4 TR9 RAFTER #7 P°: n�° a � z J TR10 RAFTER #7 CONNECTIONS onaTE WORK By OTG�[� s �� s�r< z MANDATORY ENVELOPE AIR SEALING/TESTING AND »s, 7)4' � x H ZN a¢ o TR11 RAFTER 8 �X' N w # BLOWER DOOR TESTING ON-SffE-AT THE COMPLETION ---- TR12 RAFTER #8 CONNECTIONS OF THE MODULAR ENVELOP SET=UP _ ; ; s N c/) CONNECTION OF MODULE TO FOUNDATION FOUNDATION•& GARAGE SLAB FF1 1ST STORY FLOOR FRAMING PLAN 00M � �0 0 II = CONNECTION OF MODULE TO MODULE ACCESS TO GRADE a * z 0000 oao _ w o CFt 1ST STORY CEILING FRAMING PLAN HVAC SYSTEM INSULATION IN FLOOR/PANELIZED CLG c2 J CF2 RAFTER LAYOUT (RP1-RP6) INSTALLATION OF SHINGLES APPLIANCES ��0 0�0 i5 oCN�� INSTALLATION OF SIDING WINDOW GUARDS w .CF3 RAFTER LAYOUT (RP7-RP8) GARACERAjROOr WATER HEATER RADON PUMPcP��u: � „m=mom CF4 RAFTER LAYOUT (RP9-RP12) STAIRS TO LOFT SPOT LIGHTS & EXTERIOR LIGHTS FRONrEvAnoN_ o DWS DOOR AND WINDOW SCHEDULE BASEMENT STAIRS RANGE HOOD U w FS FASTENING SCHEDULE PLUMBING CONN. BETWEEN MODULES BATH FAN EXHAUST VENTS z z PANELIZED ROOF CONNECTIONS EXTERIOR CORNER TRIM J _¢ PL1 PLUMBING SCHEMATIC/NOTES WATERPROOFING & ROOFING MATERIAL LIGHTS IN VAULT AREA z cn 1R 11R RES CHECK PANELIZED WALLS & DRYWALL FLOORING - THROUGHOUT O z S/L WINDOWS IN PANELIZED WALLS CHIMNEY FLUE & CHASE RC1-RC70 RAFTER AND BEAM CALCULATIONS o0 DRYWALL & INSULATION FOR PANELIZED ROOF SECTIONS mz CD Y d TOTAL PAGES 125 w = O J o wcnw0) >�L �NZ� Lil a CO�'Co o(n R 0-)-o ENERGY TESTING AND RATING DONE BY- w Q a N>CD Z=)o o w GO'GREEN ENERGY LLC(RON LIOLIA) Z o �r PO BOX 800 REMSENBURG,NY 11960 COVER PAGE PHONE:877-394-6436 CS PE TRUSS SIGNAGE ON-SITE BY OTHERS RAFTER SCALE:1/4'a T-o' JAMES J.B CALCAL LABEL LOCATIONS: STATE LABEL & DATA PLATE @ KIT SINK 6512 SIX FORKS ROAD,SUITE 2038 s wu J/aeoEa s aace If. PFS LABEL LOCATIONS: "A" @ BED#1 WALK-IN CLO, "B" @ STUDIO RALEIGH,NO 27615 # HEATING SYSTEM PROHIBIT THE C-SITE INSTALLERS OF NG OF FRAMING O#9024 CLO, 'C' & "E' @FOYER CLO, AND D' @KIT SINKPROHIBIT-THE BY ON-SITE INSTALLERS Of MJE/P/FP SYSTEMS. NY LIC 4078757 cv HOOK UP PLUMBING TO MAINS TMEY MUST HAVE APPROVAL OF MANUF.AND/OR ENGINEER. (919)845-1600 < y`y r f: a v my s "4 • , -•[ j -. .. n e . ,.M,.�'�� ' . .- - „ � :yaw • � • JF. ` i ,F < tion fdryourinap-.- Uily Pond AW- lit- i • lfile147 i '�. • _ e P° . - n 2 S's . 4 • ;fy . 1T• 6297 Hortons Ln . .mow y . "h» , n • _ g�. Kik +b.. , 14 INI -IL k04 I I AN' SYS fi .w � .� - �%. • •. � _.__k, .`:Y � fi=r' •� { '� � a ..� '+�,�`.zz ::... � f - i'„ ,� x.�, �•'. ..�. � • ,„ ,: ;meq c�� tr .*, • + gle,Ear..thSt r •� �` ',� �., ,++s� ,�'..,,�•y�''« '�,�< L>,,ti ter. x F le 00 ft O� 2020 G' Y .. _ .•7 STATE APPROVAL STAMP R.A.OR P.E.STAMP GENERAL NOTES: of NFyt o eoyiyA 1 O 1. MODULE "A" IS 12'-0" IN WIDTH AND 60'-0" IN LENGTH, (SEE INDIVIDUAL FLOOR PLAN) 23. SAFETY GLAZING (TEMPERED GLASS) REQUIRED IN THE FOLLOWING LOCATIONS PER R308.4 OF THE 2020 0O� 0°N°N U MODULE "B" IS 12'-0" IN WIDTH AND 60'-0" IN LENGTH, (SEE INDIVIDUAL FLOOR PLAN) RESIDENTIAL CODE OF NEW YORK STATE: O M-y+ MODULE "C" IS 13'-0" IN WIDTH AND 63'-5" IN LENGTH, (SEE INDIVIDUAL FLOOR PLAN) oB ` g a 4 U 23.A. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS. 9342' .a r MODULE "D" IS 12'-1" IN WIDTH AND 49'-0" IN LENGTH, (SEE INDIVIDUAL FLOOR PLAN) 23.B. GLAZING IN STORM DOORS �fESSi � MODULE "E" IS 12'-1" IN WIDTH AND 19'-0" IN LENGTH, (SEE INDIVIDUAL FLOOR PLAN) 23.C. GLAZING IN WALLS, ENCLOSURES, OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, Jui oT,zozo x,r- SAUNAS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS, AND INDOOR OR OUTDOOR POOLS UNLESS THE Q o S� 2. FIVE MODULES IN A DWELLING UNIT wNauaReavia.wTdn�F Atmee ws aFne nrs BOTTOM EDGE OF THE GLAZING IS MORE THAN 60" (1524mm) MEASURED VERTICALLY ABOVE THE ®ucaxy,Av w AR.Re�onoua AR. U OOQlBItI T�AR97lE[�s,6APRFESRQNAL by 3. HABITABLE ROOM SIZES SHALL BE A MINIMUM FLOOR AREA OF 70 SQ. FT. WITH A MINIMUM HORIZONTAL STANDING OR WALKING SURFACE OR THE GLAZING IS MORE THAN 60" (1524mm), MEASURED ENCd�]t PBE�lERE190N6ACPG t�Hl1E �¢/] O Q oiE'lION OF A11L818®PFAFE'.ID01ML BK8ffii DIMENSION OF 7 FEET PER R304 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE HORIZONTALLY AND IN A STRAIGHT LINE FROM THE WATER'S EDGE. T,WT 23.D. GLAZING WITHIN A 24" RADIUS OF A DOOR PANEL EDGE AND LESS THAN 60" (1524mm) ABOVE THE ELECTRICAL NOTES: 4. SPACES MEETING MIN. HABITABLE SPACE REQUIREMENTS SHALL COMPLY WITH HABITABLE SPACE REQUIREMENTSN 0. AREA C SUCH ROOMS, MINIMUM OPENABLE AREA TO OUTDOORS SHALL BE WALKING SURFACE (EXCEPT WHEN ADJACENT TO A FIXED PANEL OF PATIO DOOR OR DOOR IS TO A NOT LESS THAN 8% OF FLOOR OF FLOOR AREA VENTED PER RAREA F THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CLOSET LESS THAN 3' (914mm) IN DEPTH). 1. RECEPTACLES SHALL BE ARRANGED SO THAT AT NO POINT ALONG THE WALL SHALL THE 23.E. GLAZING ADJACENT TO STAIRS AND RAMPS WITHIN 36" (914mm) ABOVE THE PLANE OF THE DISTANCE TO A RECEPTACLE BE MORE THAN 6'-0' EXCEPT AT KITCHEN COUNTERTOPS WHERE 5. THE MAIN EGRESS DOOR MUST BE A MIN. OF 3'-0" x 6'-8" (WITH A CLEAR OPENING OF 32" x 78") AND ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS, AND RAMPS RECEPTACLES SHALL BE PLACED NO MORE THAN 4' APART. SHALL BE SIDE HINGED PER SECTION R311.2 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE EXCEPT WHERE A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE 34"-38" (864-965mm) & CANI U= 2. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0" OR MORE IN LENGTH. WITHSTAND A FORCE OF 50 LBS/F (730 N/m) OR IS MEASURED 36" (914mm) OR GREATER 6. EXTERIOR DOORS SHALL NOT SWING OVER STAIRS WHEN A LANDING IS NOT AVAILABLE PER R311.3.1 OFv 2020 RESIDENTIAL CODE OF NEW YORK STATE. EXCEPTION: STORM-SCREEN DOORS ARE PERMITTED TO SWING HORIZONTALLY FROM THE WALKING SURFACE. 3. ANY WALL 2' IN LENGTH OR GREATER REQUIRES A RECEPTACLE (HABITABLE SPACE ONLY). . oa 23.F. GLAZING ADJACENT TO TOP & BOTTOM STAIR LANDING WITHIN 36" (914mm) ABOVE THE LANDING °7 OVER STEPS PER R311.3.3 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE. 4. ALL COUNTERTOP RECEPTACLES AND SWITCHES TO MEASURE 44" TO BOTTOM OF BOX FROM AND WITHIN A 60" (1524mm) HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATE). W 7. ALL NOTES PERTAINING TO "IN FIELD OR ON SITE" ARE BUILDER/CONTRACTOR RESPONSIBILITIES. NOSING. a N 23.G. GLAZING IN SKYLIGHTS 5. WALL SWITCHES TO MEASURE 48" AND RECEPTACLES TO MEASURE 14" TO BOTTOM OF BOX FROM 8. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND INSTALLED ON SITE AFTER 23.H. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL (MUST MEET ALL THE FOLLOWING): FINISHED FLOOR (BOX HEIGHTS ARE APPROXIMATE). PAINTING AND/OR FASTENING IS COMPLETED. KITCHEN AND/OR BATH CABINETS ARE TO BE INSTALLED PER 23.H.1. INDIVIDUAL PANE GREATER THEN 9 SQ.FT (0.236 SQ. M). APPROVED PRINTS, INCLUDING ELECTRICAL & PLUMBING. 23.H.2. BOTTOM EDGE OF GLAZING LESS THEN 12" (457mm) ABOVE FLOOR 6. ALL RECEPTACLES TO BE GROUNDED TYPE. r L� Li w cn M 9. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE FURNISHED AND INSTALLED ON-SITE BY OTHERS. 23.H.3. TOP EDGE GREATER THEN 36" (914mm) ABOVE FLOOR. 7. AN ARC-FAULT BREAKER IS REQUIRED FOR ALL 15 AMP AND 20 AMP CICUITS SUPPLYING m a 23.H.4. ONE OR MORE WALKING SURFACES WITHIN 36" (914mm) HORIZONTALLY AND IN A STRAIGHT OUTLETS LOCATED WITHIN A DWELLING UNIT, INCLUDING 10. INSULATED ATTIC ACCESS TO BE 22"x30" CLOSABLE, WEATHER-STRIPPED AND INSULATED PER N1102.2.4 OF LINE, OF THE GLAZING. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. OPENING SHALL BE LOCATED IN A HALLWAY OR OTHER 8. A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRE, BUT NOT LOCATION WITH READY ACCESS PER R807 OF THE RESIDENTIAL CODE OF NEW YORK STATE. 24. ALL OPERABLE WINDOWS WHICH ARE LOCATED 72" OR MORE ABOVE FINISHED GRADE OR SURFACE BELOW, LIMITED TO, ALL CIRCUITS SERVING ALL COUNTERTOP OUTLETS (2017 NEC 210.52) WITH THE BOTTOM OF THE CLEAR OPENING LESS THAN 24" ABOVE FINISHED FLOOR SHALL BE PROVIDED WITH a, A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED, BUT NOT WINDOW FALL PROTECTION THAT SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE THROUGH THE OPENING. LIMITED TO, ALL CIRCUITS SERVING ALL BATHROOM RECEPTACLES 2017 NEC 210.52 w 11. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE IN THE IMMEDIATE VICINITY OF ( ) THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS PER R314.3 OF WINDOW FALL PROTECTION DEVICES MAY BEFACTORY INSTALLED OR ON-SITE BY OTHERS PER R312.2 OF THEO :E w w _j j 2020 RESIDENTIAL CODE OF NEW YORK STATE. 10. A LISTED TAMPER RESISTANT TYPE EXTERIOR WEATHER-PROOF GFCI OUTLET IS REQUIRED TO BE 7, � � � a CD 2020 RESIDENTIAL CODE OF NEW YORK STATE. A CARBON MONOXIDE DETECTOR IS REQUIRED ON ANY LIVING LOCATED AT BOTH THE FRONT AND REAR OF ALL DWELLING UNITS (2017 NEC 210.52E). > LJ w a z Elf LEVEL THAT INCLUDES SLEEPING AREAS AND OR A CARBON MONOXIDE SOURCE PER R915 OF THE FIRE CODE 25. ANY STRUCTURAL GLUED LAMINATED TIMBERS THAT ARE EXPOSED MUST BE PRESSURE TREATED PER OUTLET MUST BE AT GRADE LEVEL. w Qf a > OF NEW YORK STATE R317.1.5 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. � Li 11. SMOKE DETECTORS ARE REQUIRED AT THE FOLLOWING LOCATIONS: 12. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS, OUTSIDE IN THE IMMEDIATE 11.1. IN EACH SLEEPING ROOM VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS PER 26. WHERE LEDGERS ARE REQUIRED, A MIN. 2X2 LEDGER MUST BE USED, OR A JOIST HANGER IN PLACE OF 11,2, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS LEDGER. 11.3. RESERVED R314.3 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE. A CARBON MONOXIDE DETECTOR IS REQUIRED ON 11.4. EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, ANY LIVING LEVEL THAT INCLUDES SLEEPING AREAS AND OR A CARBON MONOXIDE SOURCE PER 8915 OF THE 27. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4" (102mm) IN DIAMETER BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. 0 0 o FIRE CODE OF NEW YORK STATE SPHERE CANNOT PASS THROUGH PER R312.1.3 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. c"I CD 0 N 12. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT WITH NO INTERVENING w v N 13. WASHING MACHINE AND CLOTHES DRYER SUPPLIED AND INSTALLED ON SITE BY OTHERS IN ACCORDANCE 28. ANY OPEN-SIDED WALKING SURFACES REACHING A HEIGHT GREATER THAN 30" (762mm) MEASURED WALL SWITCH. ¢ N N No N WITH MANUFACTURER INSTRUCTIONS, AND ALL STATE AND LOCAL CODES (SEE FP1 FOR SPECIAL VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" (914mm) HORIZONTALLY TO THE 13. SMOKE DETECTORS MOUNTED ON CEILING OR WALL PER CODES & LISTING, NFPA 72, AND ARE TO \ CN L\ C° INSTRUCTION, IF REQUIRED). EDGE OF THE OPEN SIDE REQUIRE GUARDS PER R312 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. BE INTERCONNECTED SO THAT IF ONE IS ACTIVATED ALL WILL BE ACTIVATED. o 14. WATER HEATERS EQUIPMENT IN ENCLOSED SPACES SHALL BE INSTALLED IN COMPLIANCE WITH THE LISTED 29. CAULKING AND SEALANTS IN THE EXTERIOR ENVELOPE MUST BE IN COMPLIANCE WITH ENERGY 14. CARBON MONOXIDE DETECTOR MOUNTED ON CEILING OR WALL PER CODES & LISTING. WHEN MORE MANUFACTURER INSTRUCTIONS, AND ALL STATE AND LOCAL CODES (WATER HEATER SUPPLIED AND CONSERVATION CONSTRUCTION CODE. ALL JOINTS, CONNECTIONS, AND PENETRATIONS BETWEEN CONDITIONED THAN ONE CARBON MONOXIDE DETECTOR IS REQUIRED, THEY MUST BE INTERCONNECTED SO THAT E, INSTALLED ON-SITE IN BASEMENT BY OTHERS). SPACE AND UNCONDITIONED OR OUTSIDE SPACE MUST BE SEALED. IF ONE IS ACTIVATED ALL OTHERS WILL BE ACTIVATED. �. } 15. HOLES, OPENINGS, AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE 30. ONLY CEMENT, FIBER-CEMENT AND GLASS MAT GYPSUM BACKERS SHALL BE USED AS BACKER ON TILED 15. COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTORS MAY BE USED. NO GREEN 2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.. o� COMPLETED IN FIELD, IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE. TUB AND SHOWER WALL PER R702. 16. HEAT DETECTOR TO BE INSTALLED IN ALL ATTACHED GARAGES (WHEN COMMERCIAL POWER IS oc�wQ BOARD GYPSUM BOARD SHALL BE PERMITTED. USED) AND INTERCONNECTED WITH SMOKE ALARMS. 16. ALL PIPING (R403.4) AND DUCTWORK (R403.3.1) IN UNHEATED SPACES IS TO BE INSULATED IN COMPLIANCE 31. MIN. FLAME SPREAD CLASSIFICATION OF ALL FINISH MATERIALS SHALL HAVE A RATING OF LESS THAN 200 c w WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK AND THE NATIONAL ELECTRICAL CODE, 17. BATH FAN MUST BE VENTED TO EXTERIOR, IF NATURAL VENTING IS NOT PROVIDED. cn 2017 EDITION. PER R302.9.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. m (D 32. VERTICAL EGRESS MUST BE PROVIDED FOR HABITABLE ATTICS AND BASEMENTS PER R311.4 OF THE 2020 18. ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRACT DICTATE. z 17. ROOF COVERINGS SHALL BE LISTED AS CLASS 'C' OR BETTER PER SECTION R902.1 OT THE 2020 RESIDENTIAL cn a RESIDENTIAL CODE OF NEW YORK STATE. CODE OF NEW YORK STATE. 19. CIRCUITS FOR LAUNDRY, FURNACE AND WATER HEATER INSTALLED IN PANEL BY MANUFACTURER v �r 18. ATTIC VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE VENTILATED. EXCEPTION: THE 32. TESTING PER 2020 ECC OF NEW YORK STATE R402.4.1.2 FOR CLIMATE ZONES 3 TO 8. THE BUILDING OR WHEN CRAWL SPACE OPTION IS USED. CIRCUITS ARE INSTALLED BY BUILDER w/FULL BASEMENT. DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE Nz AREA MAY BE REDUCED TO 1/300 - WHERE AT LEAST 40% AND NO MORE THAN 50% OF THE VENTILATING 20. RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE BUILDING ENVELOPE MUST BE TYPE IC � AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. AIR CHANGES PER HOUR, TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM E 779 OR ASTM E 1827 RATED, WITH NO PENETRATIONS BETWEEN INSIDE FIXTURE AND THE CEILING CAVITY, AND cf) UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 mm) BELOW THE RIDGE OR HIGHEST AND REPORTED AT A PRESSURE OF 0.2 INCH W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, GASKETED OR SEALED TO PREVENT LEAKAGE; OR, TYPE IC OR NON-IC RATED INSTALLED z TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE INSIDE A S_ALED BOX. O POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING BY EAVE OR CORNICE VENTS PER R806.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 21. WATER HEATER IS IN THE BASEMENT (ON-SITE) U w SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL z Z 19. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE ENVELOPE, DWELLING UNITS FAILING THE TEST WILL BE REPAIRED AND RE-TESTED, UNTIL SUCH TIME THAT THE 22. STEEL PROTECTORS SHALL BE USED TO PROTECT CABLES LESS THAN 1.25" FROM THE NEAREST O Q Q UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY DWELLING UNIT MEETS THE REQUIRED MAXIMUM AIR LEAKAGE. EDGE IN ALL FRAMING MEMBERS. O N cn VENTILATION OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGSO z 33. CUTS, NOTCHES, AND HOLES IN SOLID LUMBER JOISTS, RAFTERS, BLOCKING, AND BEAMS SHALL COMPLY WITH 23. NON-METALLIC SHEATED CABLE SHALL BE TYPE NM-B W/GROUND. wU p SHALL HAVE A LEAST DIMENSION OF 'Ty" (1.6mm) MINIMUM AND I" (6.4mm) MAXIMUM. VENTILATION THE PROVISIONS OF R502.8.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE; EXCEPT THAT l__ OPENINGS HAVIND A LEAST DIMENSION LARGER THAN J" (6.4mm) SHALL BE PROVIDED WITH CORROSION CANTILEVERED PORTIONS OF RAFTERS SHALL BE PERMITTED IN ACCORDANCE WITH SECTION R802.7.1.1 24. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED OR LISTED BY A NATIONALLY O RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A RESIDENTIAL CODE OF NEW YORK STATE. RECOGNIZED TESTING LABORATORY. THE EQUIPMENT SHALL BE SUITABLE FOR LOCATIONS AND USE�w = O � „ 1„ IN COMPLIANCE WITH ITS LABEL AND LISTING. = p N LEAST DIMENSION OF rG (1.6mm) MINIMUM AND 4 (6.4mm) MAXIMUM PER R806 OF THE 2020 RESIDENTIAL o�� - w 34. WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED BY A CONTINUOUSLY RUNNING EXHAUST FAN IN 25. A 200 AMP PANEL BOX WILL BE USED. wrn �� _N za' CODE OF NEW YORK STATE ¢ N}O : w o COMPLIANCE WITH R1505.4.3 AND TABLES M1505.4.3(1) AND M1505.4.3(2) OF THE 2020 RESIDENTIAL CODE OF Zwncfl�U�oCnorn=O 20. UNVENTED ATTIC SPACES SHALL BE INSTALLED IN ACCORDANCE WITH R806.5 OF THE 2020 RESIDENTIAL NEW YORK STATE. LOCATION SHALL BE IDENTIFIED ON INDIVIDUAL PLAN SETS. A CALCULATION TO DETERMINE 26. PANEL BOX LOCATION IS IN THE GARAGE. - CODE OF NEW YORK STATE THE REQUIREMENT FOR THE VENTILATION SHALL BE INCLUDED IN PLAN SET FOR APPROVAL (ELC) 27. AN ENERGY EFFICIENCY CERTIFICATE SHALL BE POSTED ON INSIDE OF PANEL BOX. 21. GUTTERS, LEADERS, AND SPLASH BLOCKS FURNISHED AND INSTALLED BY OTHERS ON SITE. GENERAL& ELECTRICAL NOTES 22. APPROVED WATER RESISTIVE BARRIER REQUIRED UNDER ALL SIDING TYPES PER SECTION R703.2 OF THE SCALE:3/8'-1'-0' 2020 RESIDENTIAL CODE OF NEW YORK STATE. BARRIER SHALL BE INSTALLED HORIZONTALLY WITH 2 INCH SERIAL//ORDER( PACE t. MINIMUM UPPER LAYER OVERLAP OVER LOWER LAYER 0#9024 GN 2441 SQ. FT. /150= 16.27 SQ. FT. OF VENT REQUIRED STATE APPROVAL STAMP R.A.OR P.E.STAMP 42.75 LN. FT. RIDGE VENT= 5.34 SO. FT.OF VENT PROVIDED 28 LN. FT. VENTED SOFFIT(HIGH)3.50 SQ. FT. OF VENT PROVIDED h �w.ao, 0 O 71 LN. FT. VENTED SOFFIT(LOW)8.87 SQ. FT. OF VENT PROVIDED EGRESS WINDOWS 2y� Q�NNU _ �Q4 U NO PLUMBING VENTS PENETRATIONS THRU ROOF BY FACTORY 9342,-�`�� COMPLETED ON-SITE NOT PROVIDED BY ICON d fTl^M Jul 1,zozo x> o W rtm MOLATKKI of ercs A w v�Q �X.ATION LAW�ANY PRN ro ISO .uTeT ANY OOLV�lTTHAT BFAfD iFE 9EAL OFARpFE�IONAL Q C/]O ENtOIE$y MFU.E89TFE PE0.5CM 18 ACING N✓D61 THE (/]1,—Lyl 06iECfpN OF A LICENSED FflOFE590NA1 BKR✓!$i r.l ^J� PANELIZED CHIMNEY WAS BUILT BY ICON LEGACY PANELIZED ROOF PANEL BUILT BY ICON LEGACY INSTALLED CN-SITE BY OTHERS AND SUBJECT TO INSTALLED ON-STE BY OTHERS AND SUBJECT TO INSPECT BY LOCAL BUILDING OFFICIAL CERiIANTEED L40MARK INSPECT BY LCCA.BUILDING OFFICIAL DESIGNER ARCHITECTURAL ASPHALT SHINGLES(SHIPLOOSE) PANELIZED WALLS BUILT BY ICON LEGACY INSTALLED ON-SITE BY OTHERS AND SUBJECT TO ! INSPECT BY LOCA BUILDING OFFICIA N W f I Z 2 0' PANELIZED ROOF PANEL BUILT BY ICON LEGACY 12 Q INSTAllEO CHI BY OTHERS AND SUBJECT i0 PANELIZED WALLS BUILT BY ICON LEGACY 10• Z r— DF J U INSPECT BY LOCA BUILDING OFFICIAL INSTALLED ON-SITE BY OTHERS AND SUBJECT TO CERTAINTEE➢MNNSTREET ♦ �1 O INSPECT BY LOCA BUILDING OFFICIAL O. DO.ISLE 4 CLAPBOARD lI I'�./O.7 MNYL SIDING(SHIPLOOSE) V` DESIGNER AN LANDMARK 0SIGNERARRTIA MEDLANDMARK o rT I DESIGNER HIZ1EC1URA DESIGNER ARCITECTUBAL 2'-0 1�1 ASPHALT SH.INGLS(.IPLOOSE) ASPHALT SHINGLES(SHIPLOOSE) - 'v OF �I PANELIZED WALLS BUILT BY ICON LEGACY INSTALLED ON-SITE BY OTHERS AND SUBJECT TO INSPECT BY LOCAL BUILDING OFFICIAL `y IN _ a sh m J la• � • � ~ ta• 10 � > r _ 000� 000� I -_ m� ® ® � ® O0101=1 Z J � - - � �� ._.._........... ._............._ w d Q O _z 0®� �0®0W w z a GARAGE FLAT ROOF CERTAIN EED MAINSTREET SLOPED ROOF TO BE DESIGNED,SUPPLIED,AND INSTALLED ON SITE DOUBIE 4 CLAPBOARD PER SECTION R802 OF 2020 RE DENTAL CODE OF NEW YORK MNYL SIDING INSTALLED BY OTHERSEON SITE PERS UL 903.4 OFGN2020 RESDENTIAL4D FRONT ELEVATION CODE OF NEW YORK STATE ACCESS TO GRADE NOT PROVIDED BY ICON CZ) CD 0 O O N N N \ \ \ \ CO H< \ \ N ON ON \ \ \ PANEUI ROOF PANEL BUILT BY ICON LEGACY PANELIZED CHIMNEY WALLS BWLT BY ICON LEGIC INSTALLED OPT Iff BY OTHERS AND SUBJECT TO INSTALLED ON-SITE BY OTHERS AND SUB.ECT TD PA"`LM WALS BUILT BY ICON LEGACY INSPECT BY LOCAL BUILDING OFFlCIAL INSPECT BY LOCAL BUILDING OFFICIAL INSTALLED ON-STE BY OTHERS AND SUBJECT TO INSPECT BY LOCAL BUILDING OFFICIAL 2 PANELIZED ROOF PANEL BUILT BY ICON LEGACY CLQ INSTALLED ON-SIZE BY OTHERS AND SUBJECT TO J INSPECT BY LOCA BUILDING OFflGA v 10• 10• CERIIANTEED LANDMARK C7)�� Z Z Y-0• DESIGNER ARC NITEC1AL VANDO'NS SUPPLIED BY ICON LEGACY d�ZN ¢ O ASPHALT SMNGLES(SIIPLGESE } INSTALLED ON-SITE BY OTHERS AND SUB4ECT 10 —� N. L.LJ _ 12 INSI'ECT BY LOCAL BUILDING OFFICIAL () CERTAINTEED MAINSIREEi 2 Q DOUBLE 4 CLAPBOARD PANELIZED ROOF PANEL BUILT BY ICON LEGACY VINYL SDING(SHIPLOOSE) INSTALLED ON-STE BY OTHERS AND S16JECT TO (n INSPECT BY LOCAL BUILDING OFFICIAL ESIGNER ED LANDMARK U' DFSIGNER ARCHITECTURAL Z WINDOWS SUPPLIED BY"'N LEGACY ASPHALT SHINGLES SHIPl005E u W O BE > INSTALLED ON-SITE BY OTHERS AND SUBJECT TO z INSPECT BY LOCAL BY OFFICIAL I W �z zCV oCV In LLj —BPI sh sh "o z a a O , 1= U LLj o � z z CERTNNTEED MAINSTREET _ DOUBLE 4 CLAPBOARD (n J VINYL SIDING z C/ 71 = O z Q =IHj Q pC7gC7q�L]L]C7gClp p�L7C]ggU I_'It1tl Utltltltltltltltltltl'tltltltltltltltltltic [I L HHHH HHHI HHHHHHHHHHH HHHHHHHHHHHI ��U7Ui-li nnn�=n rnn,7lln nU� m z O —J � –_ –_– W = J N r- ME c) mNs gHDnN e•/BOLE L4nDE w(n w .� L.L_ CN z 6) PORCH SLA&POSTS RMUNG.@ ACCESS TO PORCH SLAB,POSTS RAILING,k ACCESS TO (L wE s��A PryFA,rEp d CC Z GRA ON-SITE BY OTHERS COMPONENTS SHALL CERTANTEED MA!NSiREET GRADE ON-Sit BY OTHERS.COMPONENTS SHALL N. W Q p CV}O O 'BE DESGJED BY A LICENSED PROFESSONAL AND DOUBLE 4 CLAPBOARD BE DESIGNED BY q LICENSED PROFESSIONS AND Z L Lj a CO (.�O(n_o-) =O SHA BE STRUCTURALLY INDEPENDENT OF THE MODULES. MNri SDINC REAR ELEVATION SHALL BE STRL'CTURAY INDEPENDENT OF INE MODULES — DESCN SHALL BE REVIEWED AND INSTALLATION SHALL DESGN SHALL BE REMEYED AND INSTALLATION SHA BE INSPECTED BY LOCAL BUILDING CODE OFFICIAL BE INSPECTED BY LOCAL BUILDING CODE OFFICIAL- ACCESS FFICIALACCESS TO GRADE NOT PROVIDED BY ICON FRONT/REAR ELEVATION SCALE:11,q=T-W SENA W/ORDER 8 PAGE J: O#9024 Evi STATE APPROVAL STAMP R.A.OR P.E.STAMP OF N N W.BOR/c/0 Q OOO C) EGRESS WINDOWS x ¢0a N N v �Qc} �U 88342'\ NO PLUMBING VENTS PENETRATIONS THRU ROOF BY FACTORY O C:) o a COMPLETED ON-SITE NOT PROVIDED BY ICONr�st Jul 01,2020 (\ AYIFYA NYB 2� �o H3]UCATK?l uwlaR AMTr PL3swroa.TeL ANr ¢__O¢1UH DOQR,HT7THATBEN6TIIE SAL CFA RIOPE4'➢(X1N_ FVJ�], ENGI UNLE�B THE PHL90N W ACTP10lRlJHi THE LTECCDpi OF A LICBA�RiOF£.bTONAL LDNaDr�L PANEUZEO CHIMNEY WALLS BUILT BY ICON LEGACY N W L>~3 INSTALLED ON-STE BY OTHERS AM SUBJECT TO PANELZED ROOF PANEL BUILT BY ICON LEGACY (n 5 INSPECT BY LOCAL BUUING OFFICIAL INSTALLED ON-SIE BY OTHERS AND SUBJECT TO INSPECT BY LOCAL BOUND OFFICIAL LERDANTEAR TEC RI( ASPHALT SHINGLE SHIP In ASPHALT BHLNflEs(SRIPLWS)AL B,} 2'D' �2 1>(0 PANEUZED WALLS BUILT BY ICON LEGACY INSTALLED ON-SITE BY OTHERS AND SUBJECT TO U INSPECT BY LOCAL BUILDING OFFICIAL I 111 11 Will III 1 0 Q JU + oa PANELIZED WALLS EUILT BYICCN LEGACY INSTALLED CN-SITE BY OTHERS AND SUBJECT i0 W 0 I 10 INSPECT BY LOCAL SUIIDWC OFFICIAL `F 12 PANELIZED ROOF PANEL BUILT BY ICON LEGACY 3 12 �ZCERTAINTEED MAINSTREET DOUBLE 4 CLAPBOARD INSTALLED ON-STE BY OTHERS AND SUBJECT TO VINYL SOING(SIIPLOOSE) INSPECT BY LOCAL BLUING OFFICIAL 10' N J m d d � � 2 0' 2'-0• Ll FrI CD ::E w w J > IIIHHHHHH _ Illqqqqqq � IIOE]OE10O .. ._....._ ___ ...._......_..... " G Q PORCH SLAB,POSTS,RAILING A ACCESS TO OFRTAIN7EE0 NAINSTREET CERTAINTEO MAINSTREET FLAT ROOF GRADE GSL-STS BY OTHERS.COMPONENTS SHATL DOUBLE 4 CLAPBOARD COUBLE 4 CLAPBOARD OC O®ONED BY A LICENSED PROFESSIONAL AND VINYL SIDING VINYL SONG SLOPED ROOF TO BE DESIGNED,SUPPLIED,AND INSTALLED ON STE SHALL BE STRUCTURALLY INDEPENDENT OF THE MODULES PER BECTON 8802 OF 1020 RESIDENTIAL CODE OF NEW YORK DESIGN S1ALL BE RENEWED AND INSTALLATION SHALL STATE.ROOF DRAINAGE SYSTEM STALL BE DESLNED.SUPPUED AND BE INS'EC1E0 BY LOCAL BNLOING CODE OFFICIAL LEFT ELEVATION aroEA LEDOF Y OTHERYORS N TE PERR9U4 OF 2020 RESIDENTIAL ACCESS TO GRACIE NOT PROVOED BY ICON O O N N N < \ \ \ \ CO c0 O \ \ \ M L(O Q PANBJZm ROOF PANEL BUILT BY ICON LEGACY PPNEUffD ROOF PANEL BUILT BY ICON LEGACY pANELQED CHIMNEY WALLS BUILT BY ICON LECA NSTALLEO ON-SIE BY OTHERS AND SIBkCF TO INSIALlEO(IN SITE BY OTHERS AND SUBJECT TO NSPECT BY LOCAL BUILDING OFFICIAL INSTALLED IN-STE BY OTHERS AND SUBJECT TO INSPECT BY LOCAL BNLDNG OFFICIAL INSPECT BY LOCAL BUILDING OFFICIAL _. PANELIZEDONSITE HALLS BUILT BY ICON LEGACY d WS7AllE0 IN-SIE BY OTHERS UI SUBJECT TO �. I INSPECT BY LOCAL BUIONG OFFICIAL 2 12 2_O. �N Z J �oNaQ O 10' 10• a, $.—r a-' N 1- LJ CERIAINIFEO MAINSIREET PAIT 2E0 WADS BUILT BY ICON LEGACY _ U DOUBLE 1 CLAPBOARD INSTALUD GN-SITE BY OTHERS AND SUBJECT TO VINYL SANG(S aNSE) INSPECT BY LOCAL BLUING OFFICIAL Q N � WADOWS SUPPLED BY ICON LEGACY WS(ALLED ON-SITE BY.1AND SUBJECT TO INSPECT BY LOCAL BUILDING OFFICIAL _ CERTAINTEED NAINSIREET O * Z CC BLE 4 CLAPBOARD W O > MA SIDING(SHIPLOOSE) J H> y 12 1z Cif NZ zN oN 3 W cn I y z 2'-0' z•-o• J ¢ (n � _ Z (/7 vw III IIHIIIII INIII IIIIII IIIIII 1II1II IIIIII ggqqqqI I pggqqqql HpHgHgHp IINA p U z o I111HHH0H 1 1 HHHHHHHI II ~ ICIEIEJOC708 I _ ____.._.. I OclociE10E71 000❑IB JO m O___________ z C) _J ---- W W = P _______l = L p w N / - Lw / w(n w6� �Hr-W CERTAINTFED NAINSTREEiJ PORCH SLAG POSTS,RAIuhG k ACCESS 70-/ Q�cN r O Q w DOUBLE 4 CLAPBOARD CER7AINTEED NAWSIREET GRADE ON-SIE BY OTiERi COMPGNENTS SHPLL p E.IJ O c H�O(n NNri SIDING DOUBLE 4 CLAPBOARD 9fAlL BEESTRU CTCTURALLY IED By n�ENM PPS 7jSLL-'ONWUIEDB. Z Q V V O VINYL SONG DESIGN SHALL S RENE45'FD AND INSTALLATION SHALL RIGHT ELEVATION BE INSPECTED BY LOCAL BLUING CODE OFFICIAL ACCESS TO GRADE NOT PROVIDED BY ICON LEFT/RIGHT ELEVATION SCALE:1/4'-1•-0' SERIAL B/ORDER I) PACE f. O#9024 EV2 STATE APPROVAL STAMP R.A.OR P.E.STAMP WINDOW GUARDS TO BE ON—SITE BY OTHERS IN ACCORDANCE WITH * — EGRESS WINDOW P r�w epR ro R312.2 OF 2015 INTERNATIONAL RESIDENTIAL CODE come P� A N N 0 DRYER TO BE VENTED TO EXTERIOR IN ACCORDANCE _ 0¢C?~U WITH M1502 OF 2015 INTERNATIONAL RESIDENTIAL CODE va934z•` a+M v ®-WALL HEIGir 9-6 7/8' M DUCT RUN IN FACTORY AND TERMINATION COMPLETED ON—SITE BY OTHERS ®-WAIL FEW UT Jul 01,S,o�2020 ~7'>O)_w RANGE HOOD TO BE VENTED TO EXTERIOR IN ACCORDANCE 0 WITH M1503 OF 2015 INTERNATIONAL RESIDENTIAL CODE �"W�0 DUCT RUN IN FACTORY AND TERMINATION COMPLETED ON-SITE BY OTHERS +�w�^^^�°^ °��^ ¢U z ".'M Il1ATlTHE QACANLMME Z . 6W�t Ura.Eo6TlE PHilKN I8 AC7NG UlJ61 hY c/] BATH FANS TO BE VENTED TO EXTERIOR IN ACCORDANCE6,'-6 ]FSC Ctl OFAL 89�RG�PaNA13!°P� WITH M1501.1 OF 2015 INTERNATIONAL RESIDENTIAL CODE z-a rsPacE Z'-°' SPACE 73'-° z+- a'OC.w 6" RIDGID DUCT RUN IN CEILING BY ICON LEGACY. }'-6• 9'-°• 6'-6• 1•" Hy9 N W 3 6'-6• IP'-7' 1Y-1• � COMPLETED NOT BY ICON LEGACY AND INSPECTED !,PACE E'YVIlE BY LOCAL BUILDING OFFICIAL. --------------------------------- aurasses SPACE I` ws _ 6 os ALL BATHROOM FIXTURE CLEARANCES DECKi 5 e 7° SEE BM1 FOR STUD CALL OUTS ' MEET SECTION R307 eros I Yam - ----- ---------- ------- a � I U� ALL WINDOWS AND DOORS TO BE INSTALLED AND --- --- MDlo 0 w1C. 23-mrt,a ROW a DECK FLASHED PER THE FENESTRATION MANUFACTURERS + w WRITTEN INSTRUCTIONS PER R609.1 OF 2015 � rim ua,aWo vl a.m wlT rwro I 0 INTERNATIONAL RESIDENTIAL CODE �• rN �r I ra vwtTm a avx'm wetEI �� zl U O , a aces BEDROOM$1 r--- ` ' �---- 16'-1tY.• I sles m tm xor N RM 42 ssvar..tw r io dd - mWo eri r }- Li L� Ii (!� } °` eTua,.woavWxrc RWo 3 __ _ I m I— aecduFrar o Qq ii DEN 4'-1114' 4'-1y usem e6¢M __-6'L�•— 4'-tG• � �iiiiii z._4. °._9. I � � 2/e �iiiii' I Z J J Q o I �'ti�1L Ib 0_ �_ J 3'-71$• 6'-1)•t• L Cn J d Q O m� W >:BATHh I m Z I'1 a9'- �N 3'-�• 5'�4)t• 1.e ' �r�e m cl:� OfQ 2._0. 3'-'. h Lvwuco-� o� lJj} o Z._ CD CD C4 °. Lvxnmo� S CJ GREAT ROOM FLORIDA ROOM a `S w o O * BEDROOM 82 a'i,�xxi.aroma Q N d ID O N s/e o 1az wrc REDO _ W N N T AO9' _11 Lgll_M a g n - s'sie°wail PvnRa°w 6 °• stmai i uaiau+omrrom rwWo I� In y m aavalirt uar wo xnr novo BAT}{p muacm uar.�n a xaA ran m. ,TNwvc a maa+ as ro b u'nnionarsav a' e �S L_] - t` s o ____ vwe,x m suvaxT'uali"A'ro�wvi 1.V. nsl— �J tow�anxc..ui io.w�aurers.ui 24 Y a*e a*e �vii Z J t/r.wcrewu }'-6• DINING4--'-.--- —3:-4:..-_ 4.-4" aCV a� O x -. —. n. z laa.wusar rAmx© x wa,ov 12'-i' N W - U c evmir m rs8:am.e•wa ma-m a ---- xcey Ica 3 N (n -m ---- F -------- m 3r_7• 3'-6•, _ncmmaxc erAus- S (n G LK :. a"x m6r lax LLJ of J 6/e ac smsalauaui<riastam _ _ _--_---_ A 7 " 3 r.ouwuw.r raslEr® a Z oV = a KrrCHEN g �� 14- zc'j C b b GARAGE � s�a•c, •ncsu� L 1/e' __—__— ;c LU.61 vl vt N I I va - ar 7'-6" CEILING HEIGHT - 1@;_ — — o � _ — — 9 R�r6cro 6Y�« U w SEE 1. 2x6 EXTERIOR WALLS @ 16" O.C. -� w>c. k� O t � O z cn 2. MARRIAGE WALLS: 7 CD z - DBL 2x6 @ 16" O.C. xaoee•axw GAp�nun�„ oC� - 2x4/2x6 @ 16" O.C. m CD 3. CEILING HEIGHTS: 23 ' 6-0 w o DECK F—cn Li z d- O - 8'-9" CEILING HEIGHT-LIVING SPACE $ w = O o N - 7'-6" CEILING HEIGHT-GARAGE oxvoxa. 9I)°.x.O. m z N } a xo,rnono� w Ln w t-L.a_ cV Z m 4. MARVIN ELEVATE SERIES DOUBLE HUNG & AWNING WINDOWS i o e�'° wQ oCN}O�=00 w 5. HVAC NOT PROVIDED BY ICON ZwocoUcno(no6 LLO 6. RAFTERS: 10 12 STORAGE RAFTER @ 16" O.C. 6'-6' 5'-6• 5'-6 6'-fi p'_q• 3'-3` - 9 12 STORAGE RAFTER @ 16" O.C. 1ST STORY FLOOR PLAN - 7 3/8/12 STORAGE RAFTER @ 16" O.C. 31'-2 fi-1 IZ'-1 - 2/12 NON STORAGE RAFTER @ 16" O.C. SCALE:1/4!=T-O' 7. 81/4" RISERS(MAX.) x 9" TREADS(MIN.) STAIR GEOMETRY SERIkp/ORDER p PACE f. - SEE PAGE STA OF THIS SET FOR ACTUAL SIZES F P1 8. HANDRAIL MUST COMPLY NTH R311.7.8 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0#9024 9. TEMPERATURE CONTROL VALVES TO BE INSTALLED TO ALL TUB AND SHOWERS STATE APPROVAL STAMP R.A.OR P.E.STAMP * - EGRESS WINDOW AP of IV00 o 0 * Or,�� IxQ�r;U 89342'\ M j Q fESS10NpI-�W—M Jul 01,2020 O 04 w-,O a �f- W A 1101 O ARIICL.E z �O F3JilCAIpN LAW POR ANY PHC,@!TO ALTEH ANY OGLLA�4FTHAT[EN6 TFE 8ELL CFAPRDFE9NGNAL Q C/]O�� @K!✓E94lINLEEg t1E PRISON 19 ACING IRUBi IIfE (n I/y�l 3 CGiECBCO!GF A 4W♦�FNW�GNAL @IGT✓®i Naw3 sA s— SEE BM2 FOR STUD CALL OUTSi w ---------- --------- zi ° Up I J 0 0 �\+0 iW� ' p : 2 j 1 BuaO n TA ctfEc/ I 4P1�10� — I �- W_ li t.,_ tl U p / I 12 LOFT ::5w 4'336' s-3%' 4'-5%' _O w z 0 IIA LLJ> d / �.•.w� S �� ------------ a—s-- 0- W s� r W W Q j I 12 3(— " a~ 1 BU'LO HATCHED, ( p O O O N 1 CN C14 AREA DOWN FIAT r 12 W N CN 2 CO CD a m" I'7 Lo o I a u I " II 0 a•uo• .-.J — ' I p � r----------- -'0•---- wx�R axscr F- a J I--------------------"---------------- --- --------------�----------------- - ----- - si---- to Z sn--- '- -w Q Z o(v� Q I p I II W 0 < p U Q I 0 11II 12 d 2 (n Ln " j d a I „ W J > GARAGE k-AT ROOF I n Z z N o N N I WATER PROOFING M RIGID INSULATION TO BE DONE ON-97E BY OTHjR k NOT PROVIDED BY ICON n I 1 I II i Z i 0 i t II O I p I II o II p I U W " U Q 0 ( U J I B i t ___--__—JI a �- z I 1 I I w O O I I I o � " I "-- --------------� CD --j d- O —I � I 1 II WI = _ L--------------------.b_-----____---------rel______ o O o wCD F-cnh Wz�<O ----� w( c-,1 Q Ir-LL-c)z6� w L,o N y O 0 0 zW¢c0�(n o(n o0»O 2ND STORY FLOOR PLAN SCALE:1/4'=1'-0' SEN&@I ORDER g PACE A: O#9024 F STATE APPROVAL STAMP R.A.OR P.E.STAMP N MlabUbN06NAt YAJNUYWALL PATNA AaPAGNO nuaErEsicwmmsP®vmr SIMPLIFIED WALL BRACING (602.12 OF THE 2020 RCNYS) ��°W so- o PAAB i}tlOWt65 snmsvaaeu- �Q�p 2c OST A O O PFNEIPAnON PANELBPAN FLOES FIEtD wINOFAPO9V�OAAEOfNIY alffi- AtiCflFa1 RAntA3 pNQlE51 (1}md@sl pNOkgg QOl I�NCNESO:G) H C O zsxJ.,ts? ,e s e fag im ,aJ Q[�'c'. N U Fa'-non ,1s 2cta 3tt6 ,8 8 ti 1TIi M ,38 r�, IT_+^x6.t9t - M 8 - 13 li] f1a tW 89342• d'Q TABLE R602.12.4 FESS Its' � ®-WALL F®GFIT 9'-6 719' WALL HEIGHT 8'9' 60'-0" Jul 01,2020 p th W WALL 1 L 127 6-11 7 9.5 �+ C, WALL 2 127 6-11 7 I 7 O O WALL 3 127 6'-11" 7 8.5 in `/ WALL 4 127 6-n 7 10 21'-1" BRACE WALL #1 ASOP,HENYB -O . ®ucnna uw Fax arrcPFtiratTo,v.Tar arty_ � g Q� 13t� cn tuwFss,eFs�sabBAONOPi9 !@ WECIION�A LK,3L�PF10FE90NPL PFH WALL #1---jN 11�a2'-1 2'-1%6" 2'-1%6" ---------------------------------I 7 8'-10" 3'-2" 5-11" �q1 --------------------- ---- --------------------------------- --------------------- , I U 1 ��O 1 /1 0.7 co 1 v 0 1 FTS 0 3 03'-2" i �I 1 I 17 1 I --- �---- 1 117 IJ— Ln 1 C` O Yi�iji 1 I _ Z LLLJ W Q et_��11 1 I J F 3'-0" 3' 2" > w a- 0 z � 1 ].A Ln LLJ Lx: Q J 1 J Q 0 0 0 0 0 U i U \ \ Q o O Q 1 Q N d- N N N I� scc r7 L) p O Lo 1 CO N a� RE O 7 - ------ hJ �— �° e � 3'-0" 3'2.6 �0" of 6'zNaQ o 1 U CD 1 � ____ �__—__—__� 1 V) CO _____ 1 w J — -- ____ , r-r '- (n i .. I ° r2 1 w CD O i V7 z LOCATE STRAPS ON INSIDE OF GARAGE WALLS ; o CD Lenj 4'-7"J L4'-7"j �o o 1 mz o J I i ZW S o � d- '---------------------------------------- V-10 . w S o o N 1g'-0" ��wo> >�L �c�za' j - Q U U O LL 12'-112 ----------- PFH WALL #1 21'-l" BRACE WALL #3 1ST STORY BRACE WALL PLAN SCALE 1/'V=1'-V 60'-0" SERIAL a 9RCfA a PAC:a. O#9024 swi STAMP ATE APPROVAL STAMP R.A.OR P.E. P P.� �Pa "`n��'�aw� �..:. SIMPLIFIED WALL BRACING (602.12 OF THE 2020 RCNYS) �oF Nay o SIE. PBI SMTCa. 'pAaB:SPAN 'R �W..0A, /- - .luicr�st ..wsnNn, (INQiEi) (ttss1 oxc�s nnl: xtleEsoc'' 's.. c 4 n hQ'��P �y 0�1 A pip0 '.ao amnu.' +s 2ua .. is .w. :..•:v -._ Is iaa._.auw us vo' c � �N 2S.C14'�'1 1.]5 �t'18 Ins- —=� --.8 ._ ia"•— ice'''—iu ^US-'^— O~�rl�i R602-12.4 U TABLE R66 SHORT SIDE °B93az• a a'm r Q WALL 1 727 6-11 3 I 3.5 - S61oNP' W O^W WALL 2 127 6-11 3 9 37'-4" Jul 01',2020 x O O WALL 3 121 6-11 3 9 WALL 4 127 6-11 3 13 21'-1" BRACE WALL #1 "p - BJUCAIIQI UWFp1AM P86W Tn IL1HI AtX GO I+-W ❑OL�R6RIHAT BFfiBTFE cen,G�PPO�f«AL 13' pDFECTMOOFALLKBL�PROfE� "c' o PFH WALL #3----1 2'-3 4"----------2-3%" 3 1 1 0 - - - - - ----- - - - - I I zi U1 0.1 o. 1 W E �� 1 rn 1 12 1 3 U, ::E I ---- I 12 3(- 1 1 Co w ---- W CO' 0 y => J C, C7 Z J J ¢ 0 -------------------- _j- --1 I ' "' Z _O _� w w J __________ ==m ' m J d Elf O 3,-o" 3'-2"1 '-2" R00 LLJLj w w QD o rn I 1 —s 0 ¢ u N A I A 12 I 3 F I I O O N j u < \ \ co p CNCN \ \ \ \ \ 1 1'7 I"' L() O u I I ' 1 - I � n. o I J. U r---------------------z---- 1 I 1 r-N> Z � I o I 13'-0" 12'-2" 3'-0" 3'-0" 6'acs.w¢ CD 31'-2" BRACE WALL #3 ¢ 1 o In I 1 I Q N u 37'-4" 1 a I II O .. z o U W o I I G U d J 0 I o tl Ofz�ON I 0 tl w In N N 1 tl I 1 0 cn I 1 I tl I I I U Z 0 CD I 1 I A I li w o A ¢ I Zj w I 1cn A O O I I 1 F � � I 1 --j !�C, I A A I ww = O O N L____________________1--------------------JL___________J O w � � LL O -cn w¢aN CD:D z w<(41 o(no(n 0-) 2ND STORY BRACE WALL PLAN SCALE:11,V=1'-0' SERIAL//ORDER 1 PACE/: O#9024 SW2 STATE APPROVAL STAMP R.A.OR P.E.STAMP OFNFy IN.80 1?/t0 O co¢ yc � q It-O p Q00c°OyNV cn 13,-0" °Bs3az Q 4 U FASTEN SHEATHING TO HEADER WITH 8D COMMON Jul 071,2Jl0,202020 W W�.m 0 NAILS IN 3 GRID PATTERN AS SHOWN AND 3" O.C. >O^W IN FRAMING AS SHOWN(STUDS AND SILLS)TYP. p r-b a WA1N10 RBA YALAIRW OF AFi11GE1460FT1E NIH z 3 �p ....... mucAt�au uw Pa1Anr Peowi ro uTef Am 3 2x12 SPF#2 HEADER °o'"�^TM^T OFARO�ON" Q DC V- HEADER TO BE FASTENED TO KING STUD WITH # I;;;;;;;; HEADER TO BE FASTENED TO KING SND WITH e.N uR s 7W PEWN m Aclxouroalne 6-16D SINKER NAILS 6-160 SINKER NAILS ocealoR aPAuc�PRaavAl.euaga F� d �axw3 MINIMUM 1000 LBS HEADER-TO-JACK STUD STRAP ON MINIMUM 1000 LBS HEADER-TO-JACK STUD STRAP ON BOTH SIDES OF OPENING PER TABLE R602.10.4 BOTH SIDES OF OPENING PER TABLE R602.10.4 m 41>0 U= U FOR A PANAL SPLICE,PANEL EDGES SHALL BE (2)2x6 SPFy2 FOR A PANAL SPLICE,PANEL EDGES SHALL BE \\\ , BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT,ONE BLOCKED AND OCCUR WITHIN 24.OF MID HEIGHT,ONE W ROW OF 17P.SHEATHING-TO-FRAMING IS REQUIREDROW OF TYP.SHEATHING-TO-FRAMING IS REQUIRED 1 IN EACH PANEL IN EACH PANEL �(1.4 0 2'-1 7/16' 9'-9 1/8' 7-1 7/16 I 3225 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED p 3225 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED ET3 d INTO CONCRETE AND NAILED INTO FRAMING) INTO CONCRETE AND NAILED INTO FRAMING) 8� ANCHOR BOLTS w ANCHOR BOLTSI PER R403.1.6 TYP. PER R403.1.6 TYP. � � J PFH WALL #1 0 w w N � ckf a- Q O 1ST STORY WINDOWS wcif of a W W NCD o 0 FASTEN SHEATHING TO HEADER NTH 8D COMMON o O N NC:D N LLJ C4 \ \ NAILS IN 3 GRID PATTERN AS SHOWN AND 3"O.C. o t- CN cN C14IN FRAMING AS SHOWN(STUDS AND SILLS) TYP. r7 rl) Lo co O 12'-11Yz° HEADER TO BE FASTENED TO KING STUD WITH (3) 2x12 SPF#2 HEADER i• HEADER TO BE FASTENED TO KING STUD WITH : : : FASTEN SHEATHING TO HEADER WITH 8D COMMON fi-160 SINKER NAILS 6-160 SINKER NAILS s NAILS IN 3 GRID PATTERN AS SHOWN AND 3" O.C. IN FRAMING AS SHOWN (STUDS AND SILLS)TYP. t o= = O U HEADER TO BE FASTENED TO KING SND WITH •• (3) 2x12 SPF#2 SHIPLOOSE HEADER •• HEADER TO BE FASTENED TO KING STUD WITH oNLJ wQ U MINIMUM 1000 LBS HEADER-TO-JACK STUD STRAP 0 : INIMUM 1000 tBS HEADER-TO-JACK STUD STRAP ON 6-160 SINKER NAILS ••: 6-160 SINKER NAILS g,— ,— BOTH SIDES OF OPENING PER TABLE R602.10.4 BOTH SIDES OF OPENING PER TABLE R602.10.4 � Cn MINIMUM 1000 LBS HEADER-TO-JACK STUD STRAP C : MINIMUM 1000 LDS HEADER-TO-JACK SND STRAP ON BOTH SIDES OF OPENING PER TABLE R602.10.4 BOTH SIDES OF OPENING PER TABLE R602.10.4 m z -x- * W o J FOR A PANAL SPLICE,PANEL EDGES SHALL BE 2)2x6 SPF#2 FOR A PANAL SPLICE,PANEL EDGES SHALL BE FOR A PANAL SPLICE,PANEL EDGES SHALL BE •I (2)24 SPF#2 FOR A PANEL SPLICE,PANEL EDGES SHALL BE U w 3CD F BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT,ONE J BLOCKED AND OCCUR WITHIN 24'OF MID HEIGHT,ONE BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT,ONE BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT,ONE NZ zN oN ROW OF TYP.SHEATHING-TO-FRAMING IS REQUIRED '•,.IIII ROW OF TYP.SHEATHING-TO-FRAMING IS REQUIRED ROW OF TYP.SHEATHING-TO-FRAMING IS REQUIRED ROW OF TYP.SHEATHING-TO-FRAMING IS REQUIRED lY IN EACH PANEL IN EACH PANEL IN EACH PANEL IN EACH PANEL � Z 2'-3 1/4' 8'-51/2' 7-3 1/4' V-10 1/Y V-r U W o 3225 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED "' 3225 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED 3225 LB STRAP-TYPE HOLD-DOWNS(EMBEDDED Z z INTO CONCRETE AND NAILED INTO FRAMING) ;,,; INTO CONCRETE AND NAILED INTO FRAMING) INTO CONCRETE AND NAILED INTO FRAMING) Q a T/'1 in CD ANCHOR BOLTS ANCHOR BOLTS ANCHOR BOLTS o o PER R403.1.6 TYP. PER R403.1.6 TYP. PER R403.1.6 TYP. (D o O PFH WALL #3 Z W 0 0 N 2ND STORY WINDOWS PFH WALL #2 Z�� w(/�w O` W 5 N z C3) GARAGE DOOR oIl¢oCNO�O o(� m=o Z Q U U O PORTAL FRAME WALL DETAILS SCALE:1/2'-T-O" SEMA //ORDE8 I PAGE k O#9024 SW3 STATE APPROVAL STAMP R.A.OR P.E.STAMP OF N O APQPa W.BpR ctO�� Q 0000 N O-I C7 r-1 ®-WALL I EGHT 9'-6 7/8' %ESS I01 �y LTa.•- cn ®-WALL HEW 8'-9' Jul 01,2020 x O 6�4Twr+uw6an AHf�orx ro ALTEn ATR y U o0CT4Blf THAT EE0191lE REAL CFAPPOFE54oNAL CIS�'I SII Fy 13'-0' I2FiCC11011 A EPOFESSMAL I� BFE CAGERC 68 Q 0.x MRu9t B6AY n. X41 c�W 3 •6D �D . 18x9/LL \ ICe/LL ___________________________1 Iny DL WR S�RPGE P.t 43 Ap 111fii DL . r_____ i°ECALEISb g I 4fR11�}h89rMR m I �ii I iis/ni. I nelj of ______________________________________.t I 1 • ---- 1�--------- �� X �• —R- I W O I iD: U �:. 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I I — — nml CD E Ec � W IIIII Q �' 8 nflll B-o-T� C/7 � rn MAm MaR O1__i Z (!J vwi ... 77� �U z 11111ruH I w_U O IIIII I rnn urcm e'a 3n• 8-1• 2'-I ffii IIIII 249 LL+137 Mt.a'8-o Ll.PIF ea OlI' ~ ill gB�1 -7s71 4naog aA;xG IS.VI _nil ,�©tea - � �� II � - rnN� t/.•RL I - mz J Y QI BEEPAGERG91 W1� O}O O W N BEEPAGERG 50 i Z[�W =D 1-L.L[r N Z O7 CZ I �WoCOOOV��O�-�O I I - 1ST STORY BEAMS SCALE:1/4'-1'-0' SERA].9/ORDER 8 PACE(: O#9024 BM1 STATE APPROVAL STAMP R.A.OR P.E.STAMP ELECTRIC SYMBOLS pF NST q) SINGLE RECEPTACLE BOX FOR LIGHT OR FAN 50# LIGHT BOXES REQUIRED "�yv BAR/c}�P °°°C) 0 rR� DUPLEX RECEPTACLE FLUORESCENT LIGHT k O---I M N %rm`WATERPROOF RECEP. w/GFI ®RANGE EXHAUST '~-+ 99n GROUND-FAULT INTER. CEILING SMOKE DETECTOR 0 \ Q�•I 4 U IF 220 VOLT RECEPTACLE ® SMOKE DET/CO DET COMBO -WALL F®GHT9-6 718' 2017 NATIONAL ELECTRICAL CODE a93S1 .� "' ®-WALL HEIGHT 8'-9' FEss IONP� W O cn W 9 TOP HOT & BOT. SWITCHED JUNCTION BOX JuI O1,2020 x s7 $ SINGLE POLE SWITCH ® AMP CONNECTS A 0 $, THREE WAY SWITCH O CHIMES BOX wAnaA $. FOUR WAY SWITCH ® SPECIAL APPLIANCEmruwPatAurPeeoHiou�arvr C/J DOCIR61x 1HAT�Af19T1E 9EALCF A RiU£49UxlJ_ U INCANDESCENT LIGHT H WIRE & BOX FOR SPOTLIGHT �Ir� 4 o w ® RECESSED LIGHT ,�' WIRE COIL SURFACE MOUNTED LED LIGHT Ej CHIMES BUTTON N W 3 Q PHONE JACK ❑ry TV JACK , EXTERIOR LIGHT LIGHT BAR I I ------------------------------------------ lu \ o ®_ ------------- I . it �_� '•\ STUDIO I oa wm Vi �a0 nav •cv! •-�_.� 1 I j L--------- :l r------ o i \ ------ ,\i ,i BEDROOM 91 1E N J •1 I\ ! I it--///i I w DEN I I I ------------ ��•\ '___--_� 1j � ^� ! I viii/// ^9 % I I 1 I \, I I t.-x � I L LD ,I�I i Q O o \BATH H – %" '\ \II '•\ yp_� \ --�r I W W '�L.ecx za \ i , i t_ p 1 1 I ' �--' / 1 \• L---t---q---fir-------- ------------------ i / CD O O � / BEDROOM 82 \ ,nffu j ( GREAT RC)OM i FLORIDA ROOM w c\l N \ \ \ iu iwx uisa•.r.x`isa a) I-- \\ " O Qc) D \ \ C, C, CN \ rn In CO \ �• i �_� ' •\ li -- ----- 1 ___________'_ p DINING ROOM / U J I �nnwwpwxo�cit i vtl� Z Z BoxF- leve \ 1 io au e"'TM vu�'im n 6 wud ----------- I–– �N a Q O _..–`-----.._- a Z :I •,\ •.\ wsre.0 wxom as=) i \. ` i .-® s's nl S�� w '�..i I •,\it/! i /, -- srurl cr _..-{� Q \ _tom_• 1 I ---- (n I Ell ss CT, Z zN oN ' N N ai _th '\ T – �– T�� / ill I 1 � T _____–�� i3=�_�—__ _ •\ nov � \ wax ®1 U.i II iiw—__�__ \.. -I I—I uj u� N O \'tm' I \ nw liar I m Z l CD —I Y O o w N --------------- sn------------ L.L zd- O noon x \ U)u� � L� N¢Z 07 Ei a z W IQ CIDC/-)'0 10 CD I – 1.210.12(A) DWELLING UNITS. ALL 120-VOLT, SINGLE PHASE,15- AND 20-AMPER BRANCH SUPPLYING OUTLETS INSTALLED 1ST STORY ELECTRICAL PLAN IN DWELLING UNITS KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC- SCALE:1/4'=T-0' FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. SEM u q/ORDER I PACE e: 2. ALL RECEPTACLES WILL BE TAMPER-RESISTANT. 0#9024 1 3. ALL EXTERIOR RECEPTACLE COVERS WILL BE(UV PROTECTED) 4. SEE ATTACHED ELECTRICAL LOAD CALC. 5.A MINIMUM OF 90%OF LIGHTING FIXTURES MUST HAVE HIGH EFFICACY LAMPS IN ACCORDANCE WITH N1104.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE APPROVAL STAMP R.A.OR P.E.STAMP BREAKER TYPE DESIGNATIONS PER 210.12(A) OF THE 2017 NEC oW N t o hQ�Pa Rim�� Q�o * - AFCI BREAKER GO O¢ N 0 ** -AFCI/GFI (COMBO) BREAKER - 64¢ u 89342•\ Jul 01,2020 SQUARE D MODEL#QO 200; 42 SPACE - CIRCUIT SCHEDULE Q�j°-tn5 WNVRIO Rl9ANClATgN CFARTNSE 1650E 1FiE NY9 Z rrY O *WIRE WITH GROUND ALL CIRCUITS CRT BRK WIRE LOCATION 2VOLT CRT BRK WIRE LOCATION VOLT °fes 0N°F"L 0 1 20A 12-2 SMALL APPLIANCE Gk�k 110 2 20A 12-2 SMALL APPLIANCE >k�K 110 � 3 3 20A 12-2 SMALL APPLIANCE * 110 4 20A 12-2 SMALL APPLIANCE ** 110 5 15A 14-2 DEN �K 110 6 15A 14-2 STUDIO * 110 I N ENTRANCE SERMCE NEAR W 7 15A 14-2 FOYER * 110 8 15A 14-2 FLORIDA ROOM * 110 NSU A ED STAPLE canouc oRs AND CONEWT f m1HIN 8'QF BG% TO MATCH PANEL LOAD; O 9 15A 14-2 GENERAL LIGHTING �k 110 10 20A 12-2 GARAGE GFI 110 OND 1 W ROM EDGE WSULA ED STAPLE BY BUIIDER _ mmIN B•pF Box EXCEPIIDN:STAPLE IS NOT REOuiREO PRO`n0E0 AND 11/4 FROM EDGE METER AND BASE BY BUILDER LY THE WRE IS DROPPED INTO A WALL THAT HAS BEEN 11 15A 14-2 GREAT ROOM/LOFT �K 110 12 20A 12-2 RANGE HOOD *�k 110 DR wAUED ON BOTH saes PRIOR To mRE INSTALLATION ° I T 0 rJ 13 20A 12-2 DISWASHER GFI Gk* 110 14 ° 40A 8-3 RANGE 220 DRAFT SCE ARB 0 15 20A 12-2 BATH # GFI 110 16 PCE OF BI ORA`5.OF BND CRQ ND DY BUILDER � F SHEATHING 4 N 17 15A 14-2 GENERAL LIGHTING �k 110 18 15A 14-2 GENERAL LIGHTING DK 110 IF EXPOSED &AIN PANEL a DRYWALL 3G.BF0.Nd1 LORNIi5NBY MANUf. 13' 19 20A 12-2 BATH #1/#2 GFI 110 20 15A 14-2 BEDROOM #1 * 110 E.ELECBOTTTRICAL PLA E J4-SHI RYWau ELECTRICAL BO%MOUNTED BETWEEN W000 STRIPS E.BOTTOM PLATE-/ TYPICAL SERVICE ENTRMICE CLAMP BY BUILDER 21 15A 14-2 BEDROOM #2 SO 110 22 15A 14-2 GENERAL LIGHTING * 110 ELECTRICAL BOX MOUNTED TO STUD CRODND ROD 23 24 J 25 26 27 28 29 30 31 32 33 34 J O � w L.I.! J > 35 36 __j ¢ O ww 37 38 Manual J Table 5A a ww Q 39 40 Default Air Change Values for Three or Four Exposures Elf Cw� 41 42 Default Air Change for Single Story Construction Construction Air Changes per Hour- Heating Infiltration O CFM for One o O C, C, N Floor Area of Heated Space(SgFt) Fireplace � C14 CN __ 1 Co -,- ELECTRICAL LOAD CALCULATION FOR ON#9024-NY 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More o CN HOUSE SOFT: 2,441 Tight 0.21 0.16 0.14 0.11 0.10 0 ro Ln O Semi-Tight 0.41 0.31 0.26 0.22 0.19 13 AIR CONDITIONING AND HEAT Average 0.61 0.45 0.38 0.32 0.28 20 AIR CONDITIONING: 0 WATTS 0 WATTS Semi-Loose 0.95 0.70 0.59 0.49 0.43 27 = CENTRAL ELECTRIC SPACING HEATING: 0 WATTS (X 0.65) 0 WATTS Loose 1.29 0.94 0.80 0.66 0.58 33 vJ 1 For one additional fireplace, add 7 CFM to the above fireplace values. For two or more additional fireplaces, add 10 CFM (total) to the above. o� _ LESS THAN FOUR SEPARATELY CONTROLLED 0 WATTS (X 0.65) 0 WATTS w> v ELECTRIC SPACE HEATING UNITS: �� z J FOUR OR MORE SEPARATELY CONTROLLED 0 WATTS (X 0.45) 0 WATTS a'�N Q o ELECTRIC SPACE HEATING UNITS: F, s-'� w U *NOTE: USE THE LARGER OF THE AIR CONDITIONING OR THE DIVERSIFIED DEMAND OF THE HEATING LOAD. 2015 IRC TABLE M1507.3.3(1) a CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS rn OTHER LOADS DWELLING UNIT NUMBER OF BEDROOMS m C� WATTS OR CIRCUIT WIRE o * z FLOOR AREA 0- 1 2 - 3 4- 5 6 - 7 >7 (n VOLT-AMPS AMPACITY SIZE (square feet w GENERAL LIGHTING: (2,441 x 3) 7,323 15A 14-2 (q ) Airflow in CFM CJ � J <1,500 30 45 60 75 90 j <� oo-� � SMALL APPLIANCES: (4 X 1,500) 6,000 20A 10-3 1,501 - 3,000 45 60 75 90 105 Of �Z NN oN LLj RANGE: 11,400 50A 8-3 3,001 - 4,500 60 75 90 105 120 DISHWASHER: 1,200 20A 12-2 4,501 - 6,000 75 90 105 120 135 z GARBAGE DISPOSAL: 750 15A 14-2 6,001 - 7,500 90 105 120 135 150 0 >7,500 105 120 135 150 165 C-) w WASHER: 0 N/A N/A For SI: 1 square foot= 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. � ;e_' z DRYER: 0 N/A N/A Q FURNACE: 0 N/A N/A - J WATER HEATER: 5,500 30A 10-3 CIO 32,173 QC) 0 Construction: Semi-Tight Q 1st story area: 2441 SOFT m z O O J 1st story ceiling height: 8.75 FT w S Total building area: 2,441.00 SOFT o- n F= OD z d O FIRST 1OkW OF OTHER LOADS @ 100%: = 10,000 Total building volume: 21,358.75 CUFT w(n wok r-L_ Nz T REMAINDER OF OTHER LOADS @ 40%: (22,173 x 0.40) = g 869 Air change/hear: 0.22 ACH ow oc��ocCn��o Z ¢ U U O AIR CONDITIONING OR HEAT FROM ABOVE: = 0 (ACH x Volume) /60 min: 78.32 CFM Provided - Supply OK TOTAL CALCULATED LOAD:: = 18,869 CFM required*: 60 CFM REQUIRED SERVICE SIZE: (18,869 / 240) = 79 AMPS *Per 2020 RCNYS Table M1505.4.3(1) ELECT. LOAD CALC/CIRCUIT SCHED. INSTALLED PANEL SIZE: = 200 AMPS Whale house ventilation exhaust is provided by a continuous bath fan. SCALE:1/4'-T-0' See electrical plan for the identified fixture location and size. 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FT. SHALL BE DRAFT STOPPED m L L_ PER SECTION R302.12 -I- R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE. SLOPED ROOF TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE PER SECTION R802 AND WITH A MINIMUM OF .25/12 SLOPE PER 905.9.1 OF 2020 RESIDENTIAL CODE 1 1/2°x 24'LVL RIDGE BEAM OF NEW YORK STATE. p w w j RIDGE VENT&SHINGLE ROOF DRAINAGE SYSTEM SHALL BE DESIGNED, SUPPLIED J C�f ¢ p CAPS FIELD INSTALLED - W d Z_ 2 ARCH ASPHALT SHINGLES AND INSTALLED BY OTHERS ON SITE PER R903.4 OF 2020 j ARCH ASPHALT SHINGLES RESIDENTIAL CODE OF NEW YORK STATE. 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ALL SITE INSTALLED O#902,4, 11—� PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REQUIRED BY CHAPTER 11(ENERGY EFFICIENCY) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE APPROVAL STAMP R.A.OR P.E.STAMP ppALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS of N -� �3/ 2 �� t1ll W.aoA O N 0 AT I'��'I�� y Q�NNU 89342',4� �T�Cr�j�Q Jul 01,2020 >0In 0 WARU10R6AVIOLATxNl OF/3IIICLE ids OFTIE NYe ^h��j O ®UCATAN LAW FOA ANY P6L90ST TO ALT6I ANY BTQ�ILPTLE�THEPF360N6ACiWOIR;OHTIS1 C/2 O Q ti fWEC110N OF A lIL@L�J PAOFE990L1AL @lCS NWa4 4x „ ISI W IU° as UW� W° �I N J I:I ° CONCEALED SPACES THAT EXCEED 1,000 SO. FT. 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ALL SITE INSTALLED 0#9024 PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REQUIRED BY CHAPTER 11(ENERGY EFFICIENCY) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE APPROVAL STAMP R.A.OR P.E.STAMP ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS pF N 2 /12 PN W.BO,P y`O9F A CA O N Vo e c Q N N M 8_8342',4� Gr�j.4 Q SSIUI-a LTA�M r--9 Jul 01,2020 'I]y"1 O 0 W yy O -� WATCpN(iR6ANOLATION OF ARTICLE 1960E LIE NIH ur r.,�zO EDUXtM=LAW FQ4 ANY ANY B1QMIl L�THE PEFOM 0 ACTINO CI] W z � EFECBON CP A PROFESONAL O Q N w P-4 Tn � ISI w IU= 0 boa boa W0 10 ARCH ASPHALT SHINGLES OVER ICE&WATER SHIELD ON �I 7/1 6"OSB BY ICON LEGACY Ni 0 REFERENCE PAGE TRS&TR4 OF SET FOR SPACING AND SPECIFICATIONS RIDGE VELD IN SHINGLE REFERENCE PAGE iR7&TRB OF SEL CAPS FIELD INSTALLED 1/2x6 SUB. 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ALL VAPOR RETARDERS TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS. ALL SITE INSTALLED O#9OZ4 E 3 PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REOUIRED BY CHAPTER 11(ENERGY EFFICIENCY) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE APPROVAL STAMP R.A.OR P.E.STAMP OF NEfy O �Q�P�W.Boq cYp A r-C> P+ QNNU M Ni 089347.p' a M Q �fESSIG�� Jul 01,2020 xi O 0 O Cy) r- In WARpORBAXUATlOt1 OF ARRO.E Y30FTE MB /r/h a.j IO FpOCATK:N LAW FORAM PEl60NT0 ALTH1 All/ �J W BlG1�{lPRE99T@P660NBA LLm6i THE! O ~ OfECOON OFALIB:�PROFE°.,➢'OINL @lfY�i q NWRx.w 3 Ikl W 0 I ° 0U= + p.7 rh 0.7 V F W0 ARCH ASPHALT SHINGLES wOVER ICE&WATER SHIELD ON 7/16'OSB BY ICON LEGACY m REFERENCE PAGE TR3&TR4 OF SEF RIDGE VENT&SHINGLE FOR SPACING AND SPECIFICATIONS REFERENCE PAGE TR7&TR8 OF SEF CAS FIELD INSTALLED I/2x6 SUB. 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ALLVAPOR RETARDERS TO BE INSTALLD PEMANUFACTURESSITINSTALLED PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REOUIR DTIBY CHALPTER 1E(ENERGY EFFICIENCY) 0#9024 S E 5 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE APPROVAL STAMP R.A.OR P.E.STAMP 3/12 + FLAT c�o� E N,-H'QO SSI W�M Jul 01,2020 O O W WAfdOlO R9AYM%Al1DN CF ARIIRE14a OF1fE NYe z W�O ®tK'd110N 1.Aw FMANYPEFOONTO ALT[31 ANT r�i ��L LNILIBMPL1MA �i �CIW04 z 5C y CPL'i:ll[H WA LXEI��BIC!ffii Nwaw� rn x Ilil W IU= . �0 oa . �oa R-38 INSULATION•/VAPOR RAMER ow' � I:I REFERENCE PACE TR7&IRB OF SET 1/2x6 SUB. }- L� !J= .�i LN J FOR SPACING AND SPECIFICATIONS /ALUM.FASCIA �] a d CL -� PANELRED ROOF ARCH ASPHALT SHINGLES ARCH ASPHALT SHINGLES (3)1 1/2'x 9 1/4'LVL HEADER OYER ICE&WATER SZT)ON FASTEN PER 8905.2.5 - 7/16OSB BY ICON LEGACY OF THE 2020 RESIDENTNL CODE OF NEW YORK STATEDBL 2XB TOP PLATE,SND GRADE xLATIONS R-21 HIGH DENSITY INSULATION W/VAPOR RETARDER PANELIZED ROOF TO RPP�R CALF 7 16'OSB SHEATHING Z J J J REFER DRYWALL FASTENED PER SECTION RIDGE VENT&SHINGLE 8702.3.5 OF THE 2020 RCNYS 2X8 SPF STUD GRADE 0 I6'O.C. 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ALL SITE INSTALLED O#9024 �4J (�"J PENETRATIONS INTO BUILDING ENVELOP SHALL BE SEALED AS REQUIRED BY CHAPTER 11(ENERGY EFFICIENCY) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON—SffE BY LOCAL BUILDING OFFICIAL STATE APPROVAL STAMP R.A OR P.E.STAMP ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESS OW.8 P 2 /12 + FLAT 9342'�`c a �• sl -Cn Jul Ot,2020 M �O W ��jj Wc� C WNiNq R6AN0.AtpNtF Af111tl.E f16OF 1lE NYB fy�^1 —O ®UCAPQi LAW FORANYPESSOpro All6i AHY V r l OOM@!1'IHAT EFNSIiE�Jy OFAPnor�oHu U Bim�llfl®TE P6PON®AC U1DM1 �J p X~ pECfION OFA4CEt�P1ONAL 6YU�i q Q, CONCEALED SPACES THAT EXCEED 1,000 SO. FT. SHALL BE DRAFT STOPPED PER SECTION R302.12 —I— R502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE. SLOPED ROOF TO BE DESIGNED, SUPPLIED, AND INSTALLED w ON SITE PER SECTION R802 AND WITH A MINIMUM OF I�+o .25/12 SLOPE PER 905.9.1 OF 2020 RESIDENTIAL CODE U< OF NEW YORK STATE. ®�o° ROOF DRAINAGE SYSTEM SHALL BE DESIGNED, SUPPLIED C7 AND INSTALLED BY OTHERS ON SITE PER R903.4 OF 2020 a RESIDENTIAL CODE OF NEW YORK STATE. �...I V REFERENCE PAGE TR9&TRIO OF SET FOR SPACING AND SPECIFICATIONS m a a- - NON-VENTED ATTIC ROOF PER R806.5.5.1.2 FLAT ROOF OF THE 2020 RESIDENTIAL CODE OF NEW SLOPING OF FLAT ROOF AND YORK STATE WATER PROOFING TO BE DONE ON-SITE BY OTHERS REFERENCE PAGE RC8 OF SET FOR 2X10 CLG PERIMETER BAND LLJ SPACING AND SPECIFICATIONS O � cn R-15 RIDGID INSULATION REQUIRED 1. �LLJ 0- (NOT ¢ O (NOT PROVIDED BY[CON) � Of > > z ————— ——————— ——————— ----------- 2x2 LEDGER OR JOIST HANGERS DBL 2X6 TOP PLATE, s no°ariz 016'o.c. 2.Io sPr#z®Is o.c. _ R-38 INSULATION W/ COMPRESSION STUD GRADE -- VAPOR BARRIER STRIP (CONT.) R-21 HIGH DENSITY COMPRESSION 2x2 LEDGER 5/8°DRYWALL INSTALLED ' DAL 2X6 TOP PLATE, STUD GRADE INSULATION W STRIP CONT.) R-32 INSULATION R-38 OR JOIST HANGERS w/MECH,ANICAL FASTENERS COMPRESSION DBL 2X4 TOP PLATE, STUD GRADE /VAPOR BARRIER ( ( ) STRIP (CONT.) 7/16"OSB SHEATHING w/VAPOR BARRIER (2) 1 1/2" x 18" 1/8°THERMO PLY 1/2"DRYWALL 2X6 SPF STUD GRADE CD CD N o 0 SHEATHING LJ cv (V \ \ \ LVL CEILING BEAM 90 MINUTE FIRE RATED DOOR / EXTERIOR FINISH OVER AIR C. ¢ c"I d\ o 2X4 SPF#2 @ 16"OC ! 2X6 SPF#2® 16"OC / INFILTRATION BARRIER OVER \ \j \ \ co 7/16"AGENCY RATED SHTGrlo o 1/2"DRYWALL _ PAPER ON EXTERIOR OF THE s -J HOUSE'WATER RESISTIVE RETARDER"PER THE 2020 RCNYS a� J GRADE 31 SILL PER �J Z CODE R317.1 � I I DBL. CAULKING BEAD ENTIRE 3/4"T&G 0.S.8. i 2x6 SPF#2 BOTTOWPLATE PERIMETER OF EXT. WALLS _�� = O r� STAIRS FROM HOUSE TO GARAGE (GLUED& NAILED) 2X4 SPF#2 BOTTOM PLATE j 2X6 SPF#2 BOTTOM PLATE REFERENCE CONNECTIONS T�N z W ( o j (SITE SUPPLIED & INSTALLED) DETAILS ON PAGE SE8 OF SET o�w Q U \, TOP OF =zCN} Q i SILL PLATE j CONCRETE FLOOR 2X10 SPF #2 @ 1'6" O.C. FLOOR JOIST 2X10 SPF #2 @ 16" O.C. FLOOR JOIST ^ o - ER DBL 2X6 MIN # PRESSURE TREATED SILL - GRADE G C E _ ::c:.;:;• ...:.,.: . . ::,,,:::,;,:;; r:.. (FIELD SUPPLIED AND INSTALL :.:.:.............:.::::.:::::.....•.::•;;.•:; R 19 INSULATION W/VAPOR BARRIER SP 2 m Z_ FIE ED) 2x2 LEDGER CD L_ OR JOIST HANGERS 1 cn o (4) 2X10 SPF#2 FLOOR GIRDER BOLTED WITH ANCHOR BOLT OR MIN APPROVED FASTENER W o J 1/2"THROUGH BOLTS®4'OC ON-SITE BY OTHERS 00 3/8°XC0"MIN VAPOR RETARDER 6 MIL STEEL PLATE C N Z NCV o CV 2" MAX.DIA.GRAVEL MIN. 4"THICK Cn POLYVAPOR RETARDER, COMPACTED AND LEVELED OFF (OR PREVIOUSLY UNDISTURBED) OVERLAYED 12"AT SEAMS Z STEEL SUPPORT COLUMN (SIZED BY OTHERS) O SEE FOUNDATION PLAN FOR SPACING ~ U W o � z Z FOUNDATION WALL, FOOTINGS, DRAINAGE, ETC I-- Q DESIGNED BY BUILDER PER LOCAL CODES VO AND LOCAL SOIL CONDITIONS CONCRETE FLOOR Z z0 W � O zLj = O � LOLLY COLUMN/FOOTING z r O z d Rm I-c B-T w<C-CN CLi-CV z07 'DJ w ioCVyO��oO J B-B CROSS SECTION SCALE:1/2'-1'-0' FIRE BLOCKING INSTALLED IN CONCEALED SPACES OF WOOD FRAMING PER R302.11 AND WITH APPROVED MATERIALS PER R302.11.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SER'A<a OKER I PAGE r ALL VAPOR TO BE INSTALLED PER MANUFACTURESINSTALLED PENETRATIONS INTOERS BU DING ENVELOP SHALL BE SEALED AS REOUIR DTIBY CHAPTER 1ALL SITE(ENERGY EFFICIENCY) 0#9024 S E 7 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL BE INSPECTED ON-SITE BY LOCAL BUILDING OFFICIAL STATE APPROVAL STAMP R.A.OR P.E.STAMP ALL WALL AND CEILING FINISHES TO HAVE A FLAME SPREAD INDEX OF 200 OR LESSo o co Q' yCP� ASO Q 89342-, i '�FEss101�` Jul 01,2020 ;p o t` zzz'o wwao �AvroAraaaFAmaEuscFnEma ALL ON-SITE CONNECTIONS ARE mxa uw wnArx PH6CNTOA S Q�O OOMBRTHAT�N6 TfE.F11.OF A PA�E90NA1. CFJ/�l e+��tu+z�n�rescx®Acrtuo uae�T� REQUIRED TO BE VERIFIED BY o�noM�Au��Rexr�n T4E CONSTRUCTION SUPERVISORw3 Nwa3 SON-SITE CONNECTION REQUIRED v� 41M LTERNATE TO LEDGER CONNECTION z FOR OPEN SPAN AREAS: SIMPSONMMLU28 JOIST HANGER _ " 3/4°T&G FLOOR DECKING: ® a 2x2 SPF#2 LEDGER TO (1) 0.131"x2.5"NAILS 0 6"O.C. ROW 0.131x3.25"NAILS @ SE EDGES,12"O.C.FIELD NAILING ��hh��JOIST HANGERS FOR OPEN AS) o (4)0.131"x3.25 EILSFROM CLG.GIRDER TISTEXCEPT WERE JOIST HRESED TGP PLATE TO TOP PLATE TOP PLUD CONNECTION:0.131"x3.25"-12" CONNECTIONS(2)0.131%3.25° O.C.FACE NAIL NAILS THRU PLATE INTO ENDGRAIN DETAIL D 12 s � S Z J J J O w W J — DETAIL D w 0- 0- z Elf LLJ 01 w w CD 00 0 11 LL-i \ \ CN Cho BOTTOM PLATE TO STUD: (3)0.131"x3.25"NAILS THRU PLATEr) ENDGRAIN \ SHEATHING TO STUD(FIRST FLOOR): 6D CEMENT BOTTOM PLATE TO STUD: COATED NAILS @ 6"O.C.EDGES,@ 12"O.C.FIELD, (2)0.131"x3.25"NAILS THRU BOTTOM PLATE TO FLOOR: _ PLATE INTO ENDGRAIN (4)0.131"x 3.25°NAILS PER BAY uJ z 3/4"T&G PLYWOOD BOTTOM PLATE TO FLOOR: FLOOR RIM TO RIM: o= = CD DETAIL C 0.131"z 3.25°@ 12"O.C.FACE NAIL SHEATHING TO FLOOR PERIMETER: (1)ROW 0.131"x3.25"NAILS 0 24"O.C.ALONG TOP w� (, / \ (GLUED&NAILED) DETAIL B FLOOR RIM TO JOIST: STAGGER(2)ROWS 6d CEMENT &BOTTOM EDGES STAGGERED ON OPPOSITE SIDES vat Z W (5)0.131"x3.25° COATED NAILS @ 6"O.C.ALONG 3/4"T&G FLOOR DECKING: oN ii¢ U N°- �� 1 ) NAILS INTO ENDGRAIN BOTTOM EDGE 0.131"x2.5"NAILS @ 6"O.C. SHEATHING TO FLOOR RIM: (2)ROWS EDGES,12"O.C.FIELD NAILING 3/4°T&G FLOOR DECKING: 0.131"x 2.5"NAILS @ 6"O.C.STAGGERED \ i _ 0.131"x2.5"NAILS @ 6"O.C. TOP AND BOTTOM EDGE I- 11 GRADE SHIPLOOSE SHEATHING OVERLAP m Z EDGES,12"O.C.FIELD NAILING F r= FLOOR BAND TO SILL PLATE: USE(2)ROWS OF 0.131"z2.5"NAILS @ (n o 1/2" THROUGH-BOLT @ 48°O.C.OR 3/6" ¢ LAG 0 32"O.C.ON ALTERNATING SIDES 6°O.C.STAGGERED TO FLOOR BAND AND L'i o J OF BEAM OVER LENGTH OF MODULE. (1)ROW TO SILL @ 3°O.C. w d- PROVIDE SOLID WOOD BLOCKING BETWEEN OPTIONAL JOIST HANGER(NO NAILS NEEDED I FLOOR RIM TO JOIST: :> �-��'O 'x' (4)0.131"x3.25°NAILS INTO ENDGRAIN C� �Z zCV Io CV MODULES AT ALL LAG BOLT LOCATIONS FROM RIM TO JOIST WHEN USING A HANGER) "� w 2x2 SPF#2 CONT.LEDGER STRIP FLOOR RIM TO RIM: 'FLOOR PERIMETER TO SILL PLATE: Cn FASTEN LEDGER TO GIRDER w/ (1)ROW 0.131"x3.25"@ 24"O.C. 0.131"x3.25"TOENAILED @ 6"O.C. Z 0.131"x3.25"NAILS @ 4"O.C. ALONG TOP&BOTTOM EDGES 0 • STAGGERED ON OPPOSITE SIDES DETAILB DETAIL C v w o • � z z z z cn w o z �U o so 0 0 zw = CD o w Cn w(3) =D L- CV z C7) wQ pCV rCD:D CD w ZLJ¢Co�(n oU) C7O-d0 SECTION FASTENING SCALE:1/2'-T-0' xwai I/ORDCR I ' PAM f. O#9024 S E STATE APPROVAL STAMP R.A.OR P.E.STAMP pF N�, Q�PN W.epR {p O I A w-<C:" Q * ¢rNU Q�M�� 89342'v�cU 664<4 �FESSIO�' 1'`1 Jul 01,2020 x>p O LU ^CQv1 WARNING R 19 A VIOLATION OF ARTICLE 145 OF THE NYS C`J EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL coQ ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE 1 1/2' DIRECTION OF A LICENSED PROFESSIONAL ENGINEER N W in. 3 3 w 0 20-5 43/8 ��J0 Wo 2x12 5(P#2 OR 2x12 SPF#2 1 1/2- 2'-1 11/16" /2"2'-111/16" m EL EL E ,(� � 19'_3•, rn 2 13/16' N 2 1/Z1 9/16' >'9 3.113/42xi 2 2x6 2x2 S�P#2 OR 242 SPFf2 (D :2� Ld Ld J Q <n , a a ¢ O �> L z 2p_5 i/16 0 2'-1 11/16" 1,318. � d w w M I 12 12 2 1/2" / o 0 0 3 3 21-9 5/16"6 13/16' in w ON ON \ \ \ f- \ \ CD c0 2x12 p� \ CN\ C"i \ 2x2 I ) r7 Ln o 2.10 SPF#2 �J z U LTJ N� Z 1-2.. 07 oN LL'Q U a�z� Of 2'-0" 36'-0" 10" Q (n R- 1 & R-3 m z cn W o J U � NZ zN oN W (n z 0 U W o � __J z Z rr cn w z cn N 3/12 - 36'-0" WIDE - GOOD TO 20#GSL - 16" O.C. o CD Y VAULTED RAFTER W = 1 J CD w = �Z�-�No F--In m = Z(nw0� �}WwNz00 J zW oCO Gln o(n o6�_O RAFTER #1 &#3 SCALE:3/4'-1'-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SEPoALIA ORDER PAM 0. NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 TR1 STATE APPROVAL STAMP R.A.OR P.E.STAMP OF Nay �P Pa W.BpR Ip O /r CONNECTION: A ye 2cp� A�� o SIMPSON A34 HANGER ______ p M_>U W/8-0.131"x1 1/2" NAILS - 1 1/2" X 26GA. STRAP @ 16" O.C. 88342'�4 5420 a 4 EACH SIDE OF RAFTER TO PLATE W/2-10D NAILOSR EACH END I io;SzozO ,W CD o o o� CONNECTION: B-1 W/2-16GA. STAPLES EACH END WARNING R IS A VIOLATION OF ARTICLE 145 OF THE NYS U EDUCATION LAW FOR ANY PERSON TO ALTER ANY V]Z H SIMPSON A34 HANGER DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL Z p Q ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE a Hr-I�,3 W/8-0.131"X1 1/2" NAILS DIRECTION OF A LICENSED PROFESSIONAL ENGINEER N W --------------------- EACH SIDE OF RAFTER. TO PLATE USE 10D NAILS @ 4" O.C. AEON-SITE CONNECTION REQUIRED THROUGH PLATES INTO RIDGE BEAM ALL ON-SITE CONNECTIONS ARE USE 16D NAILS @ 16" O.C. 10D NAILS = 100 Ibs. REaUIRED TO 5E VERIFIED 5,1' �I w THROUGH PLATES INTO THRUST BEAM 466/1.33 = 350.38 Ibs THE CONSTRUCTION SUPERVISOfR 350.38/100 = 3.50 FASTENERS U 16" SPACING/3.5 = 4.57" _ �aa �w0 I�I a N sU 3-1/2" DIA. LAG SCREW EACH END OF BEAM 16D NAILS THRUST BEAM TO RIMBAND 1/2" LAG SCREW HOLDS 601.6# CONNECTION: A BEAM LOADING 1,668.02# (144 x 23'-2"/2) => REQUIRED LAG SCREWS - 3 (1,668.02/601.6=2.77) o w w J > Q n w [LLJ ¢ o ------------ o w w CONNECT ION: B-1/2 CD CD 0 0 0 10 co 0 o � � � NCN 'n o a� J j wl z CONNECTION: B-2 SIMPSON A34 HANGER UPLIFT CONNECTION W/8-0.131"x1 1/2" NAILS z EACH SIDE OF RAFTER TO PLATE UPLIFT CONNECTIONS �„ o 1 112" X 26GA. STRAP v J �E USE 16D NAILS @ 16" O.C. _ W/2-101) NAILS EACH END z z�locv THROUGH PLATES INTO THRUST BEAM _ OR W/2-16GA. STAPLES EACH END z 3-1/2" DIA. LAG SCREW ( ( o EACH END OF BEAM U LLJ =D z z Q c a -_--- z � N 3/12 - 36'-0" WIDE - GOOD TO 20#GSL - 16" O.C. Of VAULTED RAFTER w w J wcnwrn �Nz� Q�C�I}o=�wo 1/2" LAG SCREW HOLDS 601.6# zLL1¢co UAcno0) BEAM LOADING 1,668.02# ( x 23'-2"/2) GOOD TO 127 MPH WIND SPEED LL 16D NAILS @ 8" O.0 REQUIRED LAG SCREWS - 3 ((11,668.02/601.6=2.77) RAFTER #1 & #3 CONNECTIONS THRUST BEAM TO RIMBAND SCALE:3/4'-1'-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SERIAL]/MDERI FACER NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 TR2 STATE APPROVAL STAMP RA OR P._STAMP OFNgy yPp�W.a LOQ C) 1'-11 3/q^ F Q 00 N N U � 51/2 ODM~� IxQa' U 89342'�F� a p..i��Q MESS IONT' l� Jul Ot,2020 ?c) ! 21'-2 3/16" 0 h Z WARNNGF IT IS A VIOLATION OF ARRICLE 145 OF THE NYS (7 v EDUCATION LAW FOR ANY PERSON TO ALTER ANY U1 H 2'-118.v, DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL co 0 2 61 5 9 " ENGNEER,UNLESS THE PERSON IS ACTING UNDER THE % x LT■3 DIRECTION OF A LICENSED PROFESSIONAL ENGNEER 3 1-1 1/2"x 14"M.l. ®16"O.C. 1`10 13/16" jw 15/16" 41 =o U 5 1/2" v s r-` 5 9/16" w o ro ~ i•-9 3/8" 2•-3'• ie. c m d 1 Z U � � J Z J J O W WJ > MINIMUM DEPTH OF LVL > a a- z � TO BE 5 112" FOR OVERHANG ° w w W (SEE PAGE RC 70 FOR CALCULATION) [if 0:� 0 O O O O N CN CN 29'_ Q N CO O N 23/16" \ \ � � \ Q ro L7 'O 297 L.L. I _ - --__ 12 2 Z - 214 D.L. _ ISI a_ --_ n C7 z 2'-0" j 24'-11 1/2" ti 2' 0" U o f I I x � Nz NN ocV I I (n R-40 Q J F— J a c Z u� w� 2/12 - 24'-11 1/2" WIDE - GOOD TO 20#GSL - 16" O.C. o --Jo MONO VAULTED RAFTER w = J wcnwo> z'-L��Nzrn waoc.-ozoo Zw4co�V7o(noa,_O RAFTER#4 SCALE:31'V=1'-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED aMALI/ODMI PAI NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 T STATE APPROVAL STAMP R.A OR RE STAMP pFNay r hP,N W.BpR��p O Fi * ¢ N N C) cq oao Z.� sslo ` P.f1 -cn C7 Jul 01,2020 >p O W 0 in WARNING RIS A VIOLATION OF ARTICLE 145 OF THE NYS u 04vO CONNECTION: A EDUCATION LAW FOR ANY PERSON TO ALTER ANY DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ---- - SIMPSON H2.5A STRAP ENGINEER UNLESS THE PERSON ISACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER N W P 3 W/5-0.131"x2.5" NAILS EACH END 3 *ON-SITE CONNECTION REQUIRED ALL ON-51TE CONNECTIONS ARE REQUIRED TO BE VERIFIED BY s THE CONSTRUCTION SUPERVISOR I U CONNECTION: B ------- 0SV $E SIMPSON H2.5A STRAP W i_- W/5-0.131"x2.5" NAILS EACH END cn If) I- I ---- � � J _(D _7E w w W N w Z_ W Of W W ¢ IY Of CONNECTION: A 0 O O O O N C4 C'4 CN co O\ 11D N N \ \ M �7 � - '-- _ CONNECTION: B LJ N� � Of - U') 1 It —_ n C.D I ----- m z cn >_ I W J I Of Nz NN oN I I w I I � z 0 v w o =D z Z af ¢ F_ J In w z b N 2/12 - 24'-11 1/2" WIDE - GOOD TO 20#GSL - 16" O.C. o Y �I—�r� MONO VAULTED RAFTER w = �o J w = O o N � WZ� LU LD MPHW CDGOOD TO 127 RAFTER #4 CONNECTIONSLL SCALE-3/4'-1'-0° THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED 9FAL 0/MDER/ PACE/ NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 TR4 STATE APPROVAL STAMP R.A.OR P.E.STAMP P POFNfk ��r4 N W.BORA Tp O rCl * Q R0 N N U 0�� 89342•\��4 Ri Q 4 I U ' SIOt��' a ^M C7 Jul 01,2020 O C)O a ..r-z WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS fJ' 0 EDUCATION LAW FOR ANY PERSON TO ALTER ANY '�p,..l DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE ,S x w 3 DIRECTION OF A LICENSED PROFESSIONAL ENGINEER N W W 3 �� RAI fO 3 1/8" - T—T U° o 0 �<O N O, O.7 s 2 15/16" 2 0 Wi 1� 9 1/4' CHORD BLOCK 11 7/8" 11'_0 51i6' GUSSET PLATE m h 15/16" 2x6 SYp#2 OR 2x6 SPFi2 14'_10 5/16' � � J W W (Y Of J CD 3-6" j w a. a_LLJ z 2x6 SYP#2 OR 21,6 SPF#2 15/16" � w LLJ Q M ° N 11'-0 5116" 1-)0 5/16' v 1� 7 5/16" o \ — 10"OVERHANG 15116^ o 0 CN CN 0 o CN CN CJ 2x6 SPF 15/16^ #2c*1j CN 4_3 11/16" 3'- \ 1 � o 14'_ i CD 10 5/16" 11 1/16" r g � N N 12 2 2..4 S1PJ2 OR 2.4 SPF12 �~ J O w> /wJ I _ 2x10 SYPO OR 2x10 SPF#2 8" n C 7 rn m Z n V') w -I 9'-5" 14'-7" LJ r O "zd- R< 24'-0" 2'-0" � �z zN oN (n O R-5 z C� w z z Z � Q I— � cn w z � N 2/12 - 24'-0" WIDE - GOOD TO 20#GSL 16" O.C. o __j0 NON-STORAGE RAFTER w = 0 J o) w = oo N Z�� I-- LiZ�r�o (n w6) �rLi,N zO) wQ aCVO =D C)J Zw¢co�cnocno6-_0 RAFTER #5 SCALE:3/4'-1'-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SEMALt/WDERI PAaE, NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 TR �, STATE APPROVAL STAMP R.A.OR P.E.STAMP UPLIFT CONNECTION #5 CONNECTION: B-1 DF Mf/y tiP Paw.epRyyp O ' USE 2-6D NAILS THROUGH SHEATHINGCONN _CTION: A-1 OR N�U USE 2-16GA. STAPLES THROUGH SHEATHINGFESSIO�� a ^M *1 1/2" X 26GA. STRAP CONNECTION: B-2 Jul 012020 �o W C)va W/2-10D NAILS EACH END WARNING•IT IS A VIOLATION OF ARTICLE 145 OF THE NYS OR - FUSE 2-16D NAILS TOENAILED EACH END EDUCATONLAWFORANYPERSONTOALTERANY �,i k u-, W 2-16GA. STAPLES EACH END DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL Z p a 3 / AND ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE a x W USE 10D NAILS @ 12" O.C. THROUGH PLATES DIRECTION OFA LICENSED PROFESSIONAL ENGINEER Ln 3 AEON-SITE CONNECTION REQUIRED ALL ON-SITE CONNECTIONS ARE CONNECTION: A-2 CONNECTION: C THE CONS Ru BON 5IJf=E>°BOR 1�= ----- U 1 1/2" X 26GA. STRAP — USE (2) 0.131" x3" END GRAINo W/2-10D NAILS EACH END NAILS FROM PLATE TO STUD CONNECTION: D ---- OR W o W/2-16GA. STAPLES EACH END �E1 1/2" �"' I � W/2-10D NAILS EACH END * USE (2) 0.131" x3" TOENAILS E FROM CHORD BLOCK TO PLATE OR W/3-16GA. STAPLES EACH END m -- *1 1/2" X 26GA. STRAP W/2-10D NAILS EACH END USE NAILS 2FROM3PLATE TO END GRAIN OR ( USE 2) 0.131" x3" END GRAIN W/2-16GA. STAPLES EACH END NAILS FROM PLATE TO STUD o LJ J n w 0- 0- z o USE (2) 0.131" x3" TOENAILS ° � � Q FROM BOTTOM CHORD TO PLATE USE 1-1/2" BOLT PLUS CONNECTION: A-1 USE (2) 0.131" x3" TOENAILS FROM BOTTOM CHORD TO PLATE CD _ O O CN 0 O N CD Q0 IN c"I UPLIFT CONNECTION #51`'. CONNECTION: C o CONNECTION: B-1/2 CONNECTION: E , r1r) L o --_ ` CONNECTION: D 2-6D NAILS PER `I GUSSET EACH SIDE ---- v w� = o CONNECTION: E w> v OR N z w 2-16GA. STAPLES PER oN w¢ GUSSET EACH SIDE F-�� cn ' J z CONNECTION: A-2 UPLIFT CONNECTION #1 u J UPLIFT CONNECTION #4 �z�NoN UPLIFT CONNECTION #1 z 0 1 1/2" X 26GA. STRAP SIE v w I� - W/2-10D NAILS EACH END OR UPLIFT CONNECTION #4 c Q w W/2-16GA. STAPLES EACH END 2/12 - 24'-0". WIDE - GOOD TO 20#GSL - 16" O.C. = , CD r mo � o 1 1/2" X 26GA. STRAP W/2-10D NAILS EACH END o J w S O w t NON-STORAGE RAFTER ={— OR ��N� z��o z W/2-16GA. STAPLES EACH END aCnw� =ZL CIA ¢oN'O-zoow W o c0 cn o V)o � O GOOD T0127 MPH WIND SPEED - - a UO RAFTER #5 CONNECTIONS THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED suunt]/ago[R Y SCALE 3/4' PAC{k NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. �°, a��°x 0#9024 STATE APPROVAL STAMP R.A.OR P.E.STAMP OFNEy ��rr V1.80,f0 O opo O Q�N N() 089342.\ �4 ai Q V U 1,2020 ?m0 m W - Jul O7,2020 �O WAfAN9 R BA NgAl1W OFAN11[1E 516 OFTIE NYB V s Q 6➢UG111Q1 LAW FOH ANY PE)BIXITD AL76i ANY BOCtRBIF7HAT BEAfl9 TIE 6FAL A PAOFE'S90N4L a-�tULAU.BCl;NPH BONBACR.YiIRiI61,lE 7 Q I~ DFE�McFII �PSID�ONAL 635C1�i q Q� Nwoxlu"3 �U= J EO Wm O �I N 4• 13/I6� 24•-5 C 2p•-4 -41 1 7/B• -p 1/16"� 5 15)16• 2x12 S #2 OR 2x12 5PF82 � J 1 13(16' Z J J O ::E W W J > LJ Q O W 2xfi 5PF�2 J� W � li a. }1� of > > 1 1 2. [if Q Y �3 it l/t6' O O O d- O O CN cli N 1•_1013/16, �s. 2'0 5/lfi fW— \ \ \ \ (.0 15/1° 2 2x12 SPF62 \ 7"L1 M 11 L0 Q 2x12 51P82 2fi- 3 7fB. 6 1/6. 24•-513/16 - -� Li7lr 5 9/16' 2x6 J 1•-y7/B• • 2•_37/16• \ 2-0• = O __ r U E SHEATHING 2 12 pr— LLJ Q U 15-0 3/e a 4•-0.SHIPL 1•_10• f 4. z� - j-vf N I- Q- I I I I m z I W J J _ <� NZ NCV oGV 17'-0' 24'-7• w Z f R-6 v w � z z � � Q w Z (n cn 2/12 - 37-4" WIDE - GOOD TO 20#GSL - 16" O.C. o o Y MONO VAULTED RAFTER r-1� w = J w = p o cV Zcn aQ o(N rO =DoC)w zW co (nB cno0') RAFTER #6 SCALE:1/2'=1'-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED 6ERIAL,/OMERI PAGE} NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 TTR7 STATE APPROVAL STAMP R.A.OR P.E STAMP OF NSy ��P�W.Bpgyi0 O Fi CONNECTION: D o M USE 2-6D NAILS THRROUGH SHEATHING* o" 42_� O Sw USE 2-16GA. 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STAPLES EACH END jW I N m 0- L�jZ > IZ w w UPLIFT CONNECTION #6Of SIMPSON H2.5A STRAP �E \` -'�/ �•- / \ W/5-0.131"x2.5" NAILS EACH END CD LLJ N N I.7 1'r\] --- O CONNECTION: A _ � z UPLIFT CONNECTION #2 0� = O w rn CONNECTION: D Tn I I inCD I ! I I m z I cn Q i I I W �! CONNECTION: C-1/2 /CONNECTION: B-1/2 a�004d # �Z zN oN /UPLIFT CONNECTION #6 W it Ln Z UPLIFT CONNECTION #2 w a1E SIMPSON H2.5A STRAP -� =) Z z W/5-0.131"x2.5" NAILS EACH END i Q 2/12 - 37'-4" WIDE - GOOD TO 20#GSL - 16" O.C. I --- o N MONO VAULTED RAFTER mz o J �' zw = o —II w = O!o wN o LoL_ d- O w(n w0� =D L_ISN zO� wQoNy0_�L,0 J zw o¢cO U')c,nlo 6)—O GOOD TO 127 MPH WIND SPEED RAFTER #6 CONNECTIONS SCALE:1/2'-T-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED SMAL I/OMMI ma,j. NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 TR8 STATE APPROVAL STAMP R.A.OR RE STAMP OF NEy A.P P�W.BOq Lp O v� 0000 cq 88342• P. -d'Q �fESSItlCI` W^M C7 Ju101,2020 O O O rW-1 r-z WARNNC#IT IS A VIOLATION OF ARTICLE 145 OF THE NYS 9H v�.u EDUCATION LAW FOR ANY PERSON TO ALTER ANY <V) ,y DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER,UNLESS THE PERSON IS ACTING UNDER THE ,,x w 3 DIRECTION OF A LICENSED PROFESSIONAL ENGIN N W Clr r3 c 3 'U= a 0.1 1 0 �° 0 (N ::E m a a o f 22'- 15116- Z 1E :�F O w LJ J 2x6 SYP#2 OR 2x6 SPF#2 w d _Z w a_ 15/16" LLJ LLJ Q 1'-10 5/16" CD 9'-4 314" 22'-1 1/16" w O O O OCN \ \ — \ \ co \ \CN CN CN C'4 � ON CN \ rI r\i 7 Oo $ 12 2 a=te J N20'-0" .::D CDz v LJ c - rnoNwQ U a� z—aa Q 5-2x4 SPF#2 n F tZ - V') CJ Q1 a0 m z cn LJ O J 3 3E 9-5" 10'-7" �Z zO cifNoN 20'-0" 2-0" W V) _ Z O O W O Z z-7 I__ Q __j cn w z � 2/12 - 20'-0" WIDE - GOOD TO 20#GSL - 16" O.C. o o NON-STORAGE RAFTER w = J CD w = Oo N I—cn I— Li z O w(n w0� �}LN ZOO a Q o N r 0 O z LTJ<cO U-)o(n RAFTER #7 G SCALE:3/4'-T-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED s-MAL J/u MRI PAM NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. �.0 0#9024 - TR9 �,CCl STATE APPROVAL STAMP R.A.OR P.E.STAMP OF NEyy UPLIFTCONNECTION �P PN W. yp O CONNECTION: A-1 - y � ycP* A��No Q N U / 199341- �a�"U F. ES910P1'�' RIE 1 1/2" X 26GA. STRAP Jul El,2020 � W/2-10D NAILS EACH END C4 vSp WARNING IT IS A VIOLATION OF ARTICLE 145 OF THE NYS OR EDUCATION LAW FOR ANY PERSON TO ALTER ANY Vl O¢U DOCUMMT THAT BEARS THE SEAL OF A PROFESSIONAL W/4-16GA. STAPLES EACH END ENGINEER,UNLESS THE PERSON IS ACTINO UNDER THE N W P. 3 DIF ECTION OF A LICENSED PROFESSIONAL ENGINEER *ON-SITE CONNECTION REQUIRED ALL ON-SITE CONNECTIONS ARE it N CONNECTION: A-2 CONNECTION: B REQUIRED FRUCTION VERIFIED uFE RvsoR iUm 1 1/2" X 26GA. STRAP USE (2) 0.131" x3" END GRAIN ®�o� W/2-10D NAILS EACH END NAILS FROM PLATE TO STUD `,U z' OR wo W/4-16GA. STAPLES EACH END MSI a SIE 1 1/2" X 26GA. STRAP W/2-10D NAILS EACH END ' OR LL Li Li (/� :23W W/4-16GA. STAPLES EACH END CONNECTION: C SIMPSON H2.5A STRAP USE (2) 0.131" x3" END GRAIN W/5-0.131"x2.5" NAILS EACH END NAILS FROM PLATE TO STUD Z JJ J 0 Lil L J —J Q O tr ¢ O n w z_ z (2) 0.131" x3" TOENAILS -USE CIL � L FROM BOTTOM CHORD TO PLATE CONNECTION: A-1 USE �1) 0.131" x3.25" NAILS @ 12' O.C. FROM PLATE TO PLATE o 0 0 0 0 ------- � N � � UPLIFT CONNECTION #1 CONNECTION: B. r--) Ln o a� J CONNECTION: C `=o = z_=Do w - �� z w N-;F a Q cn I I ti C7 m z CONNECTION: A-2 UPLIFT CONNECTION #5. UPLIFT CONNECTION #3 Of z zN oN w cn UPLIFT CONNECTION #5. UPLIFT CONNECTION #3 z 0 1 1/2" X 26GA. STRAP �E `-"--"- 1 1/2" X 26GA. STRAP U z Z - W/2-10D NAILS EACH END / W 2-10D NAILS EACH END w OR OR z cn N W/2-16GA. STAPLES EACH END - W/2-16GA. STAPLES EACH END oCD o o C:) J N ol-�I� I- oIo I ZCn wM =D�LL�N zO� wQoN�O==oO WIND zw¢cO�cnocngo-)JO GOOD i O 1/'�/ MPH r7 SPEED - RAFTER #7 CONNECTIONS SCALE:3/4'-1'-0' SERIAL J/WIDER I PAGE f. nes aziae:c xAs eEa .�+�� j� O I#9024 rrsma m au uwu Aecnavu STATE APPROVAL STAMP R.A.OR RE STAMP OF IV Q�NW.BpR c+0 Q O O h i y Yj� 0 4 1/2" ,c�B8342- Q Q /-ESS IUB' a ^M Jul 01,2020 x O C>O t r- o G 145 v� 4 3/16° \ " co WARNING,IT 18 A VIOLATION OF ARTICLE OF THE NYS z'v '•v O m N EDUCATION LAW FOR ANY PERSON TO ALTER ANY Q , x H DOCUMENT THAT BEARS THE SEAL OF IN PROFESSIONAL Q \ D61E=O OF ALICENSED THE PERSON OFESSIONAL EENOWEER N 9 1/4" cn 11 7/8" CHORD BLOCK GUSSET PLATE 2,9 5156 RAF�R TpWARO UNST"C Af OIOS PFoDOWN U I.A u 7.x6 PF 2,6 , s 55S W 21 5 N 56',3 55 f 6 m 5_1p 5515 2 556 2 g 5116 2x6 S'RRZ OR 2x6 SPF' m U � 5 3�6 N 16" 5,_10 55� 5'Sfi CD Lv U-1Q J 2 (n W Z_ 14'-0" w � a_ Of w w Q Of oo� q.2 W CD O c:) O O C-i CN \ \ co Q C'4 � N ON CV N d N 12 a� J 4'-8" -::D = U W _i rnoNWQ C� of Q cn n 2x10 SYP#2 OR 2x10 SPF#2 m CD z NO SHEATHING w o -J a _ U � of NZ NCV oCV 2'-0" 14'-5 1/2' W cn Z O RU-i- o � z Z cn w z :2-1 cn 3/12 - 14'-0" WIDE - GOOD TO 20#GSL - 16" O.C. o a Y NON-STORAGE RAFTER w w = J (n-m �rL��C,4 �Q_CN>.CD��oO J 2LL14CD U1n UCn=p0)-CD RAFTER #8 SCALE 3/4"-1'-0' THIS TRUSS DESIGN MAY BE USED FOR LESSER SPANS PROVIDED M�A`"ORDO° PAM 1. NO MEMBER HAS A GREATER LENGTH AND ALL CONNECTIONS ARE AS SPECIFIED. 0#9024 TR11- STATE APPROVAL STAMP R.A.OR P.E.STAMP OF NFy Q P�Vi ycp {O O AnNN O —� 9342•��v 04<4 , U SS IOt��" Jul 01,2020 p^ CONNECTION: B A1:4o��z WA MG:R IS A VIOLATION OF ARTICLE 145 OF THE NYS z(7 v;'�o EDUCATION LAW FOR ANY PERSON TO ALTER ANY U] 'k U USE 2-16D NAILS THROUGH CHORD BLOCK DOCUMENT THAT BEARS THE SEAL OFAPR o Z USE (2) 0.131" x3" TOENAILS SIE EN=MR,UNLESS WEPERSON ISACTiNOu n GA. STAPLES EACH END La 0¢L3 -- DIRECTION OF: PROFESSIONAL ENGWEER FROM CHORD BLOCK TO PLATE Nwaxu" 3 I :41 ISI W 'U= 1 1/2" X 26GA. STRAP SIE �J W/2-10D NAILS EACH END OR UPLIFT CONNECTION #50.3 W 2-16GA. STAPLES EACH END z / map r USE (2) 0.131" x3" END GRAIN CONNECTION: A-1 NAILS FROM PLATE TO STUD 1 1/2" X 26GA. STRAP m cn W/2-10D NAILS EACH END OR USE (2) 0.131" x3" TOENAILS FROM BOTTOM CHORD TO PLATE ---- " Mi m J O LJ L USE 1-1/2" BOLT PLUS 5. w z w Of m a > > w w Of 0-1 CONNECTION: C CONNECTION: A-1 CD O O OO N (.0 CD 2-6D NAILS PER CN CONNECTION: B GUSSET EACH SIDE _-_ UPLIFT CONNECTION #5 n Lo o OR 2-16GA. STAPLES PER ' I CONNECTION: A-2 z GUSSET EACH SIDE CONNECTION: C 31E 1 1/2" X 26GA. STRAP �> _ U -- /V -10D NAILS EACH END oN ww C.) Elf OR -- F4 - W/2-16GA. STAPLES EACH END 1 m z - : Ln a -- w o J UPLIFT CONNECTION #1 CONNECTION: A-2 > <�oo�� UPLIFT CONNECTION #4 ------ Nz NN yN w cn F- CD U w o UPLIFT CONNECTION #4 UPLIFT CONNECTION #1 i l-- J In w 1 1/2" X 26GA. STRAP o0 o N 1 1/2" X 26GA. STRAP W/2-10D NAILS EACH END - W/2-10D NAILS EACH END OR mz o J OR —�� W/2-16GA. STAPLES EACH END Zw = o o N F r- L-=,t O W/2-16GA. STAPLES EACH ENDw¢oCCN CD =D oCD zwococn0cf)mm GOOD TO 127 MPH WIND SPEED RAFTER #8 CONNECTIONS SCALE:3/4'-T-O' F //OROER/ PALE k 0#9024 TR12 STATE APPROVAL STAMP R.A.OR P.E.STAMP OFNFk ��Pa W.B04,y10 Q 0 C) Q'0000 arn¢4; v �Lp0_9342', a M Q s$ION Jul 01,2020 �'�✓O 0 W S. �P,ENH z0voo ®UCATxM LAW FOO ANY PEf@ON 10 AL1 ANY 6T£P8 o¢~ WECfICN OFALIL73IIIDi Pf�ONAL 9VOPJ$11 = �J 72'_0• 1"SPACE 12'-0• 1"SPACE 13•-0' 1•SPACE 12'-1' f S ACE 12•-i• C'J W i! 'A'YCdL'E H'HOPYE 'C'MODIYE D'MdO:LLE E'�E � 3 . FLOOR RIM TO JOIST 2x2 SPF#2 LEDGER Z '� W (5)0.131••x3 1/4"NAILS INTO ENDGRAIN 0.131•'x3"NAILS®4" AND(5)0.131"x3"NAILS EACH JOIST I o �a * 0.1 FLOOR RIM TO JOIST O am ISI l2'-6' (5)0.131"x3 1/4"NAILS INTO ENDGRAIN ^o 11'-6• 11'-6" � ' I II Li Li L.L.. 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STATE APPROVAL STAMP R.A.OR P.E.STAMP OF N gO'? /O O O `o � yc+s'x °�NNU D�i.n > 9342 � sS1 rzi r.M C7 Jul 01,2020 '„�'0O z �"�0 A O BN0l�LUtR�TlE PHiBCW 6ACINO DIP.Bi TIS C¢/1 V'��'—' CFECfpN OF A LEE!✓>3®PPOFE✓�ONAL Eh� Nwaw3 RP-1 RP-3 RP-5 GO W-10' B'-0" 10" 1'-4• 1•-4' 1�-4" � �' N W O U= p Q L) V 04 0 Wo U7 U c/) � m F__j 24'-I'511 LOOSE YAULIEO��DQE BEAM2-1 3"a 24"W.L. J b ZO w w J Ci � Elf Elf Q O LdElf 0- Z_ w W Q ckf Elf O O O O O CV N CV O 0 \ \ '- \ r7 Ln p RP-13 RP-14 2 v g�KN r� O w RP-2 RP-4 RP-6 N � CO RAFTER FRAMING �_ 2X12 SYP#2 RAFTER @ 16" O.C. > z 2C a N N c N c/_) z 0 1= C-) w o =D z Z cn z Cn -- - - - - - - - -- - - -- - w oD oz CD �o Elf o 0 Zw = o RAFTER FRAMING MLL cnw� =�L� CD -Nr 0) wQo(N C)��o0 2X6 SYP#2.RAFTER @ 16 O.C. 0 RAFTER LAYOUT(RP1-RP6) SCALE:1/4'-T-O' -OMIT CEILING GYP smu e/ORDER i PACE r• L---J 0#9024 C F 2 STATE APPROVAL STAMP R.A.OR P.E.STAMP pF N� ��aw.aoq J- O O F Q'00 00 [�NNU N 93 RAFTER FRAMING Jul O,,2020 x>o o a 1 1/2"x14" LVL RAFTER @ 16" O.C. O 1n 7�� J _ p A `z, v�0 R -/ RP-8 OOL1lBl�7XAT BEAFB TIE>iFAL IfA�PPOiE"JaNAL Q V] �..1 U 6'-10' 5-10 d WALLZF PROFES=tAL @�1 ✓� 10- 8'-0' S'-0 10r O w Zr I ° U= �U _ 1.J°a V 0 W� to .1 U J _O W W _j �> w d CL Z CD L? Li d W W Liu O O O O O N CV N Fw \ \ to O\ O 0 CN 1- N N \ \ x a� o=D w� U } CL- 67 oN w Q ZO LJ LJ Q m (n ¢ Z o � J Cif NZ zN NvN W Ln Z O 1— U W o Z Z z � Q Ln w ZLn C) wzo [If o mw0 = o w = (Do N Li=,d-m o wC/) �r-Li,N Z07 wQoNrO =D-C)Z W¢C0�(n o Cn o 0-) RAFTER LAYOUT(RP7-RPS) SCALE:1/4'=T-0' r---� -OMIT CEILING GYP 9 MAL f/ORDER 7 PACE t � i • L---J 0#9024 C F 3 STATE APPROVAL STAMP R.A.OR P.E.STAMP pF Nay hP;N W.BOI-0 A O O C) ¢It—NNU m 6Q4�U 089344',4 M Q SIOC`P�' Ha-I W^M 0 Jul 01,2020 �y',O�_W�l1 WAABNO ff L9A Yi0l.Al10N CF ANfv"c50.5 THE NTS' f-�I IC in vo �1(AlION LAW FOO ANT('68Qi TC AL1Hi ANY rn V ENGHE RT1AT�N6TI 0 CFA< ONN. Q O �1 @KiJ�i UNLESS THE P�119 ACING LOfSI THE CF�CIpN CF A ISiDFFS90NA1 cqq- rn � w U= U oa V oa U v I W0 o U CU) :fE J LLJ W J Elf Elf Q O 14•-'• I — WI ---------------- i W > W W Q I RP-10 m RP-9 O O LLJ CN N ON ON \ \ \ \ c0 CN co CD \ \ \ r7 L � Lc) I ,Iry__'L'O•__ 14-lt�e 24-4 RP-12 - RP-11 d� I .LJ U � �.N < O 2._D. 37_4• 7_O. d z r� IV ��H W U RAFTER FRAMING 2X12 SYP#2 RAFTER @ 16" O.C. U c� ¢ z W N z 0 U W o � z Z - � Q z C/) �o 0 o � o 0 mw = O J CDz�r�o w(n w� ��LL_rrN z67 aQ oNrC?=o CD Wm oCO C-3 o(n o0� 0 RAFTER LAYOUT(RP9-RP12) SCALE:1/4'=1'-0' r---, d/ -OMIT CEILING GYP _ S k ORDER e PACE L___J 0#9024 CF WINDOWS + DOORS REQUIRED TO MEET A DP +/-24 RATING (ZONE 5 - EDGE) STATE APPROVAL STAMP RA.OR P.E STAMP WINDOWS + DOORS REQUIRED TO MEET A DP +/-19 RATING (ZONE 4 - FIELD) ��P°W so- Q o 0 rs;Q4 U - EGRESS WINDOW CESS` o m W Jul 01,2020 WINDOW TESTING AND LABELING IN COMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 PER R609.3 OF ❑O Sir- 2020 or Z 2020 RESIDENTIAL CODE OF NEW YORK STATE LOCATED ON EACH WINDOW WITH A STICKER/LABEL Z a� WINDOW ANCHORING TO BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND °®°�*B TM T�OFAPa Q �C MEET THE REOUIRMENTS SET FORTH IN R609.7 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1 w 3 WINDOW MULLIONS IN ACCORDANCE WITH AAMA 450 PER R609.8 N W P, co OF 2020 RESIDENTIAL CODE OF NEW YORK STATE LOCATED ON EACH WINDOW WITH A STICKER/LABEL Fn 3 DOOR AND WINDOW SCHEDULE WINDOWS CLEAR OPENING CLEAR OPENING I�+ DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA MARVIN ELEVATE SERIES DOUBLE HUNG CN2268 22 1/2" X 68 1/4" 10.66 6.47 18.375 29.000 3.70 0.26 0.34 4 42.64 ®�� MARVIN ELEVATE SERIES DOUBLE HUNG CN2268 2W 44" X 68 1/4" 24.65 12.94 18.375 29.000 7.40 0.26 0.34 1 24.65 rj oa MARVIN ELEVATE SERIES DOUBLE HUNG CN2648 26 1/2" X 48 1/4" 8.88 5.38 22.375 19.000 2.95 0.26 0.34 1 8.88 W o MARVIN ELEVATE SERIES DOUBLE HUNG CN2668 26 1/2" X 68 1/4" 12.56 8.12 22.375 29.000 4.50 0.26 0.34 4 50.24 MARVIN ELEVATE SERIES DOUBLE HUNG CN3268 32 1/2" X 68 1/4" 15.40 10.59 28.375 29.000 5.71 0.26 0.34 2 30.80 1�1 MARVIN ELEVATE SERIES DOUBLE HUNG CN3448 34 1/2" X 48 1/4" 12.23 7.57 30.375 19.000 4.00 0.26 0.34 1 12.23 SIE MARVIN ELEVATE SERIES DOUBLE HUNG CN3668 2W 72" X 68 1/4" 34.13 24.48 32.375 29.000 13.02 0.26 0.34 1 34.13 MARVIN ELEVATE SERIES AWNING CN3727 AW 37" X 27 5/8" 7.10 4.69 31.875 22.875 5.05 0,26 0.34 3 21.30 > MARVIN ELEVATE SERIES DOUBLE HUNG CN4236 42 1/2" X 36 1/4" 10.70 6.78 38.375 13.000 3.46 0.26 0.34 1 10.70 En ~ TOTAL AREA: 235.57 EXTERIOR DOORS CLEAR OPENING CLEAR OPENING DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA z J Q O ::5jW W J MARVIN ELEVATE SERIES SLIDING PATIO DOOR 6068 72 1/4" X 82 5/8" 41.46 29.06 28.688 77.234 15.39 0.26 0.34 5 207.30 vi w ¢ O THERMA-TRU 3068 (< 50% GLASS) 38 1/2" X 82 1/8" 21.96 0.0 0.000 0.000 20.00 0.17 0.01 1 21.96 � THERMA-TRU 3068 (FIRE) 37 1/8" X 81 1/8" 20.92 0.0 0.000 0.000 20.00 0.17 0.01 1 20.92 � � ¢ TOTAL AREA: 250.18 THIS SCHEDULE IS FOR SHIPLOOSE WINDOWS AND DOORS THAT WILL BE PROVIDED BY ICON LEGACY AND WILL NEED TO BE INSTALLED TO MANUFACTURES INSTRUCTION BY OTHERS AND INSPECTED BY LOCAL BUILDING OFFICIAL o oN SHIPLOOSE WINDOWS AND DOORS NOT INSTALLED BY ICON LEGACY o QO ¢ N N N N DOOR AND WINDOW SCHEDULE rn L, o WINDOWS CLEAR OPENING CLEAR OPENING DESCRIPTION ROUGH OPENING AREA LIGHT WIDTH EACH HEIGHT EACH VENT U-FACTOR SHGC QTY TOTAL AREA MARVIN ELEVATE SERIES DOUBLE HUNG CN3036 30 1/2" X 36 1/4" 7.68 4.50 26.375 13.000 2.38 0.26 0.34 1 7.68 MARVIN ELEVATE SERIES PICTURE CN3266P 32" X 66" 14.67 11.00 0.000 0.000 0.00 0.26 0.34 2 29.34 MARVIN ELEVATE SERIES PICTURE CN3456P 34" X 56" 13.22 9.55 0.000 0.000 0.00 0.26 0.34 2 26.44 - z MARVIN ELEVATE SERIES PICTURE CN4868P 48" X 68" 22.67 17.86 0.000 0.000 0.00 0.26 0.34 4 90.68 ¢ o IV S�H TOTAL AREA: 154.14 v �, cn m 6 z to ¢ W o NOTE: U w J SIDE&TOP SELF-STICK RUBBERIZED FLASHING ¢ o� � 4 -------------------v STARTS IN DOOR NAIUNG FLANGE,THEN GOES z zNh --------------- NI ,` � ______________� I ' OUT I OVER SUB-FRAME,THEN WRAPS BACK TO W WALL SHEATHING PLANE AND EXTENDS OUT T) -- ----_ - I I UNDER SIDING(THE SILL FLASHING STARTS UNDER THE NAILING FLANGE,THEN IS INSTALLED z THE SAME THE SIDE&TOP FLASHING) O REMOVE-THIS SECNON 111EI I CJ w o 3 i i g of z Z JIf w O cn O \ I 1 I O Q O O 6 i I DOOR FLASHING: I I' CONTOUR O ---------------- O FLASHING WINDOW FLASHING: 1. INSTALL SELF-STICKING RUBBERIZED FLASHING OVER THE SUB-FRAME AT THE BOTTOM SILL OF z W 2 O J d- DOOR o N r L_z�'�O 1. INSTALL SELF-STICKING RUBBERIZED FLASHING OVER THE SUB-FRAME AT THE SILL OF WINDOW 1 w Un w m Li cc N z 2. INSTALL DOOR PER MANUFACTURERS INSTALLATION INSTRUCTIONS ,°�¢o N O o O 2. INSTALL WINDOW PER MANUFACTURERS INSTALLATION INSTRUCTIONS z w¢CO (n o Cn o 6T LL O 3. RUN A STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE DOWN - WATER RESISTIVE BARRIER: THE SIDES OF THE DOOR AND OVERLAPPING THE BOTTOM SILL FLASHING 3. RUN A STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NA .UNG FLANGE DOWN • 1. INSTALL WATER RESISTIVE BARRIER HORIZONTALLY IN A SHINGLE LIKE THE SIDES OF THE WINDOW AND OVERLAPPING THE SILL FLASHING. 4. INSTALL TOP STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE FASHION,OVERLAPPING SUCCEEDING COURSE BY A MIN.OF 2 ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING. DOOR&WINDOW SCHEDULE 4. INSTALL TOP STRIP OF SELF-STICKING RUBBERIZED FLASHING ON TOP OF THE NAILING FLANGE 2. CUT WATER RESISTIVE BARRIER AT WINDOW/DOOR R.O.AND WRAP ACROSS THE TOP OF THE WINDOW OVERLAPPING THE SIDE FLASHING. 5. INSTALL METAL CAP FLASHING OVER THE TOP FINISH TRIM BOARD SCALE 1/4'-T-0- R.O.WITH WATER RESISTIVE BARRIER. SERIAL g/ORDER g PACE 6 S. LAP THE TOP STRIP OF WATER RESISTIVE BARRIER DOWN OVER THE TOP STRIP OF RUBBERIZED 6, LAP THE TOP STRIP OF WATER RESISTIVE BARRIER DOWN OVER THE TOP STRIP OF RUBBERIZED 1'�/� 3. CUT AT A 45'ANGLE TEMP.TACK THIS FLAP UP OUT OF THE WAY' FLASHING AND THE VERTICAL LEG OF THE METAL CAP FLASHING. TAPE THE 45'SEAMS. FLASHING AND THE VERTICAL LEG OF THE METAL CAP FLASHING. TAPE THE 45'SEAMS. 0#9024 :DWS 7. THRESHOLD FLASHING STATE APPROVAL STAMP R.A.OR P.E.STAMP TTENI R6D2.3% TABLE R602.3 1- timed O FASTENING S(NEC LE ( ITEM DOMPTO,ff BAANa B.Qhh'IS tiA� S+AONG F N A^D LaA71CN FASTENING S�HEDULE ff FAST o IIBI CE�i'PIIa4 ff DAM EIE.ENTS NM ER At0 TY E OF FAS'IOfRa°` SPACING A"D tf1CAT0,N 'lam N W.e o'� Roof Bilan dde to" tin just,tad pct a 16d- x Qt i8 ac face int hPeP Zc Q 0 , P� QtNN V 4-8d ben(2K'x on3T v 14 Boddg(not al trmn wall pends) 1sd 6w r3f�•x 111$'}a ,Y nc rax ml 1 Boding bet-n siig juts a raft to Np Ouse 3-8d (2J5 x(11317 a Toenail T x m ods 3-imxau(tff QQ126,1,or 3-16d bn. n1� M1 3-T a131'anis &Tran(dde to ju 1,rin jig,land jdd v (114' 7:a 3 mrh,6•an las int Q�.r Q V IS a,a,ig(d b�wy Pad) 2-pd (314"x Q16n a 2 each 16'ae face ml 4-61 ben(214' 111137 a 4- Q131 rds 4 eon 1E ac 1-rd 2 rdkg Psis to top Ode 3-81 t roam(M'x 1317 a Pt Y.L toe rd 4-Bd bx(OP at1 a o�7FEss tai'` W o tv7 w 3-im bmf(T x m2n a 3-161 bmc(314'xx I v 3-T x al31•m1s 4-Bd armxn(2y x Q�a TOO nal Jul 01,2020 x> Cd'vig d rot altcd al to o0.1d ratty Ions w0. atm tax s x Qt v 4-,01 I�(s x 111 v ^0 0 3 patihatr Sxiiat 11,I�02'12 ad Trtle 3-761 ( m Ut Fox nal 16 Top a bdtan Ode to skid 4-Y x a1A'ods F-r F-, 10257(9)] 4-T x U131 Ida a Cdirg pd dtoiztl to padd roar trd pot 3-161 bent(11$'3 0.135'4,a e A `,/� v 0 2-161 omrah(3 xQi62}a End not mtzaTZH uw roauafssw TO KTet nor 4 ((ss Sadat 1�1,,td7D212 ad TWIe Trak RM51(9) Far nd - k FdiPL51(9)] 3-101 htt(Tx 128' OIXxFBtrTNT EEAiDTiE thEAL 0.FAmortsvoxN. in 3-T z 0131'ends t'MBEIR,1x11135 rte re6cN o Acam tenet TtE rn Oda tie to mftt,lox rd a tY"z D to 3-101 bml T x 111 a e4og✓� 0 Q 5 Mie rid. � 3-101 mn(rmh(5 x 0.148'),a Faa nal add r°Itt 17 T�pld4 IV d taros and idessics z-tFd nmrgl(3)4•x a16z'},a Fax rot 4-T x 0131•ods 3-T x 0131 (1235 N W Px-r 3-161 ben ods(31f'r�m35•k_v a 3-Bd Gx(214'x nn v 3-101 oamm rds(( x m 2 COO rids m ere td:ad 1 toe rd 2-Bd armor(2}5 x 1317 a TABLE R602.3(2) s Raaf Or ad tR-to pale 4-10d ben((T x m2d)a Lq{pmte 3511 d txh Wafts a la I-bwx to ten skid ad pas 2-ten 601 T x(11 v Fos m ALTERNATE ATTACHMENTS TO TCABLE R602.3(1) 4-T x a131'mhs 2 s4cr,1 4 �AONG`ff FAS1EIM t 4-161(314'x m$ a 3-01 bw(714' 0113);a NCMNPL MATERIAL 1HC1PE55 DE<Y7IP110Iab ff FASTENER Pim LENGIH IggI 3-im (y5 01467 a To,nal 19 1'x C to inch 2Nd amrm(y5 (17317 a Far rd Inches Inches Edge nfaTredote 9JppafS �� fl: W 4-,01 bay"1 x m26k a �"g °�"� z 101 w(T x a1�v C ) (' ) (indta) (ind es) � Roof rates to ndla Wley a Hp raftes a tcd rdtt 4-T x QI37•rds 2 sicpes 1 ton 16 gn,13:'lag :H p 7 tonirimm7ndgbem 3-t61hmlvi'xat35k 3Wbw(217'xQ71 a Wood structural panels subbloor, roof9 and wall sheathing to framing and particleboard wall sheathing to framing' (III ,,, vs AQ 3-Bd arrtan(2k x d;31"),a U Tim b.Q77a');a v Fro i1 3-101 box(3'x atz6}a Stage 15 ger 1 4 4 8 ® e 3-T x a131•ad. 3 stnlm,1 awe 16 ga.1);'lag m to 0.097-Q099 Nal 2Y 3 6 j 0 2T I'z 8 ad zitlt 3imltug to arch baring wda Then 1 x Face ad • o a 161aamrm x01 211'1111 Cox ml 3-sa (2)4'yx5a�1x61�1.+v StolleQ113 Nat 2 a 3 6 0 C, g 51d To stud(int d trax].111 fes) ten by((T x 0.7287,a ,8 ae tae rd ".p. x QI28j;a T x(1137•rho 4 d¢im I awn 16 9D,1-Y4'la9 1�ac% Slope 15 and 16 ger 2 4 8 W 0 SWd t7 stud ad dxilig sbzb d ie_etjq zN mens 161 ben(3f 4'x aian a 11'ne las rd Floor 0.037-Q�9 Nat 2Y4 4 8 �r 1�1 g (d hv_d wd _ T x 111 rds 4-8d bms(7Xr'x 4113),a I e� V . pads) Staple 14 ger 2 4 8 1� j 16d mrrrm 3 x Qi 1s'ere fes rd 38d mrrnm(2X x(11312 a Toe not 21 Uust to 351 to{dde o¢& 3-tm b.2.7 x x128),a St t6d mma�(3Yr•x 0.13520 i ac e h edge rare nal 3-T x 0131'ods me 15 ger 1 a 3 6 tD Bat-0.P r«�(r m 2'f�x;th)F�) ten ba(114'x mr0 , ac saki endo r�rd �ad� 0.037-Q039 Nal 2Ya 4 8 61 box 214 x art 4•oc toe 1 5-81 fima�m(7¢J�4-yx SnttT a Ian,.. 6a,d Ps p Boddry 111 I a tp 3-01 hx�(214'z a t3ry,a Sicple 16 a 2 4 8 11 m3;i„a.hrnf to skid 4-tOd o0.to(atm t3t';a T.rcd z2 pdP,��{;cdps 0.w) ,m bre`T nt�a 6'ac toe rd 9 or ,61 tent x n1 IT am r�d 3 x 1113 (11135 Stene 74 p a 4 8 m N z Tp Oat'e o t p pale m 601(s x 01211 A a 3-8d bar(2Y'x 111130,a (1113 Nall 2Ya 3 6 s x 0131 m s 7 ac tax nal 23 ,'x 6 s=tar 11 1®to p X110 p xj''X 0.U').a Face kid 1 Stene 16 ger 2Ya 4 8 6-161 amrm{-)'x 016T);a 2 stapin 1 voxrh,16 ger,t3:'lag 0.097-0.099 Nal 2Y 4 8 mile top dale splice fa M A-0r vilh uric broom 12-161 bmh(3 3' 01357 v Id r p,2.nq<� 12-im ben(T x mza7 a rax nal m mm s�d Pd (cmtmuedJ 3aAOiJG`OF FASIEhflS 13 i2-T x at31•acts (mn'anm 4de4°dpiW xe,tt)g9i esH NOMINAL MATERIALiTH04�ES5 ffSCRPnW°b(i ci )QFR A\9 tE1GM / y BadY oI P. W da top dde ze la M Do o,a D�ad try i zm 12-1611(314'z m� 1in��') 1'n�) s,egene z (ca,rmueeJ TABLE R702.3.5 Floor underlayment: plywood-hardboard-particleboard'-fiber-cemen 1Z MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTSFiber-cement p w w 1HCINESS OF MAMMA SPACING CF 31 coff m-redstahf,nrg d7nJa nals N w ¢ O TABLE R602.3(1) G`il` M ORIENTATION ff MUM FASTENERS(nctness) (finidtad flowing other fhm tle) 3 6 � � Z � FASTENING SCHEDULE-emt'inued GfgUM BM CR SPACING ff L'i L.� d BOARD OR 92E ff MLS FOR FPPUCAlION Cl- > > < mi anTaPnw ff BHANG DIMNIS WAB AID M a FASTENER- �ACNG AID Lac ncN G 1a9JM PANB_ AFAJCAT LN GYPSUM PANEL TO NOCO FRAMNG` $tape 18qa,%§late h anew 3 6 � W W 3-161 bmr(0.k,'x(17357 v PRODUCTS PRODUCTS TO No1s° Saewsb (fuddled frsrtiD ng other fhm the) � Z 24 Y 35(1101 b jid a grdt 2-161 armah(A"x Q162) Bird ad Rae ml FRAMING (indles aa) (inches) tY4 lag x,.121 shank x.3i,h c' 'a csflm-+edstmt a 7 pact(Oak s ban-oat d:=0 -j6d�(3ya,�� At ern b.cy fax Id Appitzrtion vAihatt adhaise (Xxied a stainless stedrrooling nals(fa file finish) 8 8 3ABd oamrn 1314•x 111627 a Coling Perpendicular 16 7 12 13,yoge,1 a long, 'heat 0.038'diameter. 1Ya lahg Na 8 x.3T h dareter ribbed wafer-head screws 4-10 fiat tT x Rt�17 a 1Y4 arrla-rf a 4d oxier nail, �a the r,n'4i 8 8 26 fiend a ren jist to jid 4-T x 11131'm,;v not Vffl Ether drectim 16 8 16 Qom" trete,1?¢ tan �"hind 4-T x 14%stale;%(s"aorh g Plywood O CD o 2v aavm(4'x Qlg*,,a D,cera 1m,a- "21 32'nc Coling EitherPerp direction 16 7 12 13 gage tan Img 1%611"head 0.098"di. eTe, tY, rg a screw shark rldl-ninimm CN o N N N d top metottan a soggaed Coling Perpendicular 24 7 12 1Y4 lax}aro d-rina�l 5d coda nail,Q�6" 3 6 w N N \ \ \ 14•" 12Y ger(QCA9")dlak dmlle \ \ (U ten b.111 z 0123),a 24'ac fare nal d t�ad ball- Y2 caret r,1 long, Y64 heat or gypsan Y and Ye co 0 77 Bit and bcmn 2-ixih hoot T x(11 rds dagptei m gyrate sds Wil Ether'drxtion 24 8 12 board nal,GOBT dareter,1, 1, Sime 18 ¢ N N N N -,p ger, ry, s town vAdth 2 5 111)135 Afd MI Ether direction 16 8 16 head \ \ \ \ \ 2--im on(S(u1�927.a Face int et e,m ad d arch spire Ceiling Ether drectim 16 7 12 13 t�3ge,1%"In IY664"heoct 0098'dareter, I&3¢,15/35,and Y2 112Y�tRt(Q099")shor screw shark y darrta 6 8e � I� � 3-T x mat rds 13 long(rind 'pat 6d coder nal,0.097' o dannet r.1�"Img 4 het a gy .hard 1Ya rug a screw shank nal-ninhim 4-161 b.(314'x¢1357 a Ceiling Pepehdmla 24 7 12 fq1,0.0915"da meter,1336"long'%fit"head ,9335.X 23/s�- 12Yz go(QO99' shark dariter 6 8 28 LnY3r*iP seating Psis-.11- ¢]m�5( atas27 , At each jilt or roan,lax rd 4-T zmy xQ.� Staple l6 gal 6 8 T X at 1336"Tongg fid mated rants a sl.Rett dyad , �J 29 Bidjrg to pct 2-101 z m Eadi en4 ice rd % gaagge caking PerperhdaAa 24 6 6 crews Screws.4d 0-0 army v. Section Hardboard ¢sSPra: NMfR NO TAarG ff FASiAS'E1 two hrbitd re arcs R702357 1 tang ring-gooed hmlayrmt nal 6 6 n a> U J ItB1 rF BALRG EAfMS Thff ff FASIE)a- Edgs n 0200 4d Cmhmt-acated erlH nal 6 6 en Z (' ) ' ) 13 1,5'6"Img 79/635"hart 0,048'dareter, (T oN w Q CD W.il Ether direction 24 8 12 Stolle 18 ger, %long(plastic mated 3 6 z rl aced*,.!,,d s sbdm,ad ad m t a d s mu g o tea g ad pa Tad x a wd1 s OOWm o frac g i 3/11 long."'to fid coda nal,QOJZ' N � T21e IBM rn wad dradrd pend s tsry wd:s+mlHnq to M1 5armgj darete,1/ long,Ya"h�¢a bend Perticteboord I� 61010101 7 x 0113)i(sLdar,wall)' WUI Ether direction 16 8 16 rtal,(10315"daneta,13/11 Img ' head 4d ring-gated hudelaynant rail 3 6 U Q 35 %'-14' 11x(101,214'x m3t0 kid(r.) 6 12' AppjmClm with oile w Ya Stene 18 ger, %long/6 awn 3 6 CI- Bit 31 74'-rBit cannon IW ten arram(T xxQt14�.1;a 6 12, Coling Perpetdala 16 16 16 Sere a for�'a"g}psm bond and g)p- fid ring-goot�undalayrvtt nal 6 10 J 32 11g•-IY.' 8d(214'x 0.1310 lotted not s tz NUI Ethe dra:tim 16 16 24 -�prt7dxis Sime 16 ger,1 Ion awn 3 6 Other wall sheathings g Z Coling Etl a dirxGm 16 16 16 fid rng�oo ed un is ayTmt rail 6 10 W o 34 5nx'Bd celd sc r rb u tY 9iaiaa rm5 g nd,tql%'hen Sate S fbae for and"7e6" bard , siNHsg darxit,a f tan stoic 16 gs IY'lag 3 6 Y2 a 5/6 Coling ,Pepmdala 24 12 16 and r 9 td Stage 16 ger,i% Img awn 3 6 U -1 4)f.Tn IrPs r . r 30 - 31 sU�4rd 131'gdwnzait rang 017,sF,e head do- 3 s (COnlinuedJ (� rn Z NCV o N Wall Either direction 24 16 24 > o ihetaaa szaH,q rrtt.a f tan strple I6 gn,Yp log Two Celing Pe-paldala 16 16 16 Base ply nailed as d�for Y2"g board �1 $ 14'S r4° 7 r�"9`d'd`Oe5�:� 3 7 3/e lay3s Neil Either drectim 24 24 24 and g5psun pend prodlctS f� y installed N )4'fog 1Y'srws Type W a will adhes'e ,�'giwexed raYrg int;dsPeZ 335 34"s>i-min 13§'Img 1311'saes,Type w a It 3 3 For 9:1 irrh=254 inn woos structural panels,aanbination subnaor anderlapnent to Ir°mmg a For cppicatim Wthaat cchedw a pair of nals spaced not les than 2 Inches cpat or more than 2.4 inches apart dol be penitted to be sled Wth the pair of U 61 adman(2'x m int,a noes�12 inches on miter. � r 37 3;'ad I® ed armor(734'x BIM t 6 12 h Screts ddI be in aSJandanOe with Sedian R70238 Stens fa attaching%psm bond or%Boum pard products to structural insulated pands dol U W o ate the wood structural pend facing not les than:Ss irdL =D Z z r m orarcn(y4 z alit rd;a 6 12 c Where odd-tarred sted frorf is t� th a d'rdi doom to re�ae rds b�two Boss of nerd the rds shall be rad I�tlrn 355 uxh I Ulm the IZ Q of 35 k'-r Bal daarr f(714'x m2�nal qpE m bond a%plum Panel praLd th&less and axil hate r'i sho i6 Where tfe'cdd-farred died frarirq has a nailing grooMe Tam t ro she ion mrrrm((T x at4d7 nal;a the rots,the nals dcl him batal dards a be 5d 13Y2 gad 111.¢inches long 1 1-inch head for Y22-h:h gXsm bend a g)psm pad(xadcb and`xt V). 35 1K'-IY,' 61 ddmrrd(7J4'x at2o7 011 s iz 13 9 i i(3 irxtles lag'�'6M1�ndt Recd(a rot plp9fn bond q pend prccb Z Ul v"'i err SI:1 inch=25.4 mm,I tool=:704.6 mm,1 mile Per hour=0.447./s 1 ksi=6.896 NIP.. d Thae�[fliFb irKJt-thida doge-plyg��rr!pale frmlLt d%tl be CFp' p1916a1a to frming Ware ogl yrg a watt-bad teehral fahidl is to he ggiiat of cortin a athero d will be required o s{�trt ttslalien d7a.B a ceding 0.1 coling¢pimtias to rexne o twta- fd tadtre nateid,tiiYha hart a gray wo U O fla ) (lied the g)tarn bond a g)pam pond product dill be Iiei perpehdala to frarial W'ae c ppfg a viler-bpi tedhre nateid,the naimm a.Naits, a smooth.cgmmorr,bas or defattued shanks ear t when otherwise stated.Naih lard for,Bnnlin end�sheathia@ connections shall have a,SnGm,m, bond Uddces dol.celieotal Gan 3/6 beds to Y2'rtxh for 16-iah m oahte(raring and from Y2'vhdl to%inch for 24irxft m mhta(raring a � O ep 3 Y2-+rot 35x -rastmt g)fam coling bond ddI be 1011 U average hendmg Heid slrengthx as siioarn;SO.ksi for.iltankdiumeter-0.192 iuc6 00d wsnumn nail),90 ksi for shank diaiaefxis-larvei1han 0..742 inch bat z W = U J � not larger ihatt O:I?7-inch.and IQo 1-si farsbnal diameters of 0:7#inch of toss. uCV z F-rn� f- z In,Staples are,16 gape wire and have a minimum 7?r6`mch an diameter crown width. w V) C"I a.Nails shall be spaced at not more than 6 inches an center at nil sappartswinere spans are 45 inches or greater: ¢o CIA O z=o O d .rmu=fa by 6-faot of 4foat by 9-foot panels shall be applied reiticaily- z W Q co 00 Ln o O LL U e.,Spacing of fistenecs not included'in this iabk 5ho11 be based on 17.bteR6a23(2)- f Where the ordinate desitramind speed is S30 ruph'oi leis,nails faialtaihjm2w6od strlutliral panettodfifeathing to ethic endtn1l framitigsbali be spaced b I orches on ceurev.Wiere the ultimate design wind speed is greater than 736 mph,:Iii for attaching.pinrl roof sheathing io.iuteimediate supports.shalt be .spiced 6 inches on center fornfirtinums,494irchi'distance train ridges,eaves and liable eildWi)ls;and 4 iwbei,on otnierjto Oble eudwall froading, FASTENING SCHEDULE g.Gypsnmsheathingzhali corloinl ta}1ST.2 C 1196 and sltallbejastalled in accordance with'GA_253-prbeiboard sheathing shall conform to ASTIH,C'200-. b.Spacing of£isfeners orf floor sheadting page(edgesappGes to paneledges suppmKd by Gatuing members and required bi&kingand at floor peiimetersa*- SCALE:1/4'=T-0' Sp3*g of fasteners an roofsheathing panel edgesappiies to panel edges-supported by framing members and mguired bib"j.Eikelci tg of roof or floor SOMN.I/ORDER j PAG/: slieatAingp3tteledgespeiperoicutarwt7sefrilniagiaiembersneadnntbepravideHexceptasregtruedbyoiliei y�tonsoffhiscodr;Ficoipzrimetershallbe 1. "Unless noted elsewhere in the permit set,calculations,manufacture's installation instructions supported b--or. 1ry-frannae m,mbers isolid cembtxking. 1 - 0#9024 �� L wheroaa.Raizfastened to aaadacentparatlel ceiliap jostinaecrordauce 3cith thus,schedule,prow-idr two t"nails on onr side a£the r..$a and txnait;from or the code,fastening requirements sha116e per Table R602.3(1)of the�20151nternational The venin joist to top-plat,int-.d�h-with this schedule-'rhe tee nage the opposite side ofthe raftershall net bet-4DO'd. Residentlai Code. INSTALLATION AND WEATHERPROOFING STATE APPROVAL STAMP R.A.OR P.E.STAMP 2_ PER MANUFACTURERS INSTRUCTIONS 1 1/2" i^ DRAIN 3"VENT OF NE(,T, 51 TUB OVERFLOW VENT STANDPIPE 6'MINIMUM ABOVE THE .Bp4, /- O �i DRAIN LONG TURN 1 1/2"VENT C TION(P3103.1.1 0) e' OT * ¢ OC)N U 18"MIN, 1' ANTICIPATED SNOW A,P aP y�� A�O 11_ O 42"MAX. 2" LONG TURN \ 1/8 BEND OF 2015 IRC) 00-1¢M,U 1 1/2' SAN.TEE 2"VENT V FINISHED FLOOR 2"TRAP FINISHED DRAINS TO TUB DRAT FLOOR ��NON-HAZARDOUS SHOWER 88342-,F� �1�c�n�¢ DRAIN SINK DRAINS ,dam ESSI � W^M O i FINISHED FLOOR LOCATION VEtJT 17-BTU ROOF DETf•JL �-1 1 1/2"TNT RG RA 3 1ST FLOOR M FINISHED FLOOR SAN.TE" /AIR GAP -c�TF�LETED c SITE v'I=1 TGE O BY IRON Jul 01,2020 '�', b THRU ROOF +� /•�O�[-y .�/ CL0TFa WAWffl Wp9-�iNlpTE3i HEATER PAN FINISHED DISHWASHER =1�., �" .� VENT EXTENSION C� H FL 1 1/2" DRAIN LINE wnnulortnAViCIATIv+ADPARTICLE1AsoPTricNY9 �-O 3/4"DISHWASHER DRAIN I Y TRAP I T�T1AwT7T �.ain� oruL Q V U 2"TRA BRUA�L UNLESS TEE PSI B=OHOLXc�R THE ~l O¢~ LOOPED HIGH AND A SECURELY FASTENED B]ROWHt I IDIDCIgNIDP ALICBr6®PROFEBOgRAL ENf�'ffli � 3'MAIN VENT TO COUNTER OR WALL KITCHEN SAWDC'4fNA3H6T DEfA� �` a xi w &W.C.VENT PIPE INCREASER OR AIR GAP REDUCER(OCCURS 1 1/2-VENT BRANCH VENTS MIN 12"BELOW ROOF CIO 3 / DBL. AS REQUIRED GARBAGE SAN. DISPOSAL Ff1Q4f CLOBUF� j �A TEE •OO!"IRETED ON-BITE NOi FROVIDED BY ICON 4�__ _ 2°VENT FOR DISH_ VANITY 1 1/2" FUTURE BASE- WASHER THE VENT PIPE FROM A FIXTURE ORAN.EXCEPT WATER CLOSETS �--�� DOUBLE WYE WYE WITH LONG IURN 1 8 BEND frr(-L/.,BEN�0 DRAIN SAN. MENT FIXTURES AIR GAP AND SIMILAR SIPHONIC FIXTURES.SHALL NOT CONNECT BELOW / EP OR2"P-TRA AN AIR ADMITTANCE VALVE MAY WITH 1/B BEN 1/8 BEND lEE WSHT SHEEP SAN. TEE TEE FITTING THE TOP WEIR OF THE TRAP.THE VENT PIPE MAY BE CONNECTED SEE NOTES [� 0 FINISHED BE USED IF THE FI%TURF GOES p7 A LOWER ELEVAnON IF THE FOLLOWING ARE MEi: ) ) 2-1 FINISHED FLOOR FLOOR WYE-BRANCH NOT GRAIN INTO A VENTED UNE 1. THE ME TICAL SECTION OF THE GRAIN PIPE SHALL 1 1/2" FITTING BE M LEAST ONE PIPE SIZE LARGER THAN THE TRAP A 8 TORU•ROOF VENT TEE TEE TEE TEE 1/4 BEND0 Q TRAP INLET 4ZE. WA1141 CLC1SEF AND MAIN I'BJE pTq'IE315'NKIDIS7IWASIER/D5P09AL 2 THE HORIZONTAL PIPE CONNECTED TO THE TRAP OUTLET SHALL 3'VENT THRU ROOF TEE -------- ------ ------- ----- ------ �1 a BATHROOM VANffY BE AT LEAST TWO PIPE DIAMETERS LONG. 3'DROP TO IST FUR 3.THE DEVELOPED LENGTH OF THE TRAP ARM SHALL NOT WhSHER V EXCEED THE VALUES SLATED IN THE APPLICABLE PLUMBING CODES -"-- STANDFIFE NEIWR SAN ME KITCHEN SINK A"TRAP MANILUY IENCTH Ax iRM ARM'A' I AND 1RAP SIZE i 80% (OFFSET SAN-LEES I SAN-TR` INLET SIZE -TRAP SIZE PER ALL APPLICABLE PLUMBING CODES OIA IENm LAVATORY WITH BACK-TO- OF TABLE P2903.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE •e--TRAP ARM LENGTHS: I I cONnnuOu p µay p� (fl%TURF INSTAL-. BACK FIXTURES) I N MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS 'C"VERTICAL LEG 1 1/4•TRAP-B'-0• i-t/4 D'-5 UTION ON VENT SAN TE I i Wp91E PLUMBING I U A 1-1 STACK ' 11/Y TRAP-8'-0• m LAVATORY I P-TRAP �I U OR FIXTURE FITTING OR QUANTITY 2'TRAP-8'-D' R/R e ) LAVATORY OAVERPFLO AND Yr J•TRAP-IE'-O• I (BACK-TO-BACK I �LI - NET VENT THRU INSTALLATION) LAVATORY FAUCET 1.5 m AT 60 Bi 4'TRA'-16'-0' T 10 ONE D.F.U.ONLY \\ • 4 i4' qp� -._�F° TUB/SHOWER SHOWER HEAD° 2.0 gpm AT 80 psi CONNECTION VENTED L'NE C-SIZE Is ONE SIZE LARGE THAN TRAP SIZE P-TR "^r i TO VENT"D" 'D--DISTANCE FROM CROWN WEIR AND ITNT CONNECTION WATER F- P-TRA I OR WHIRLPO SINK FAUCET 2.2 gpm AT 60 psi ACCORDING TO MAX.DISTANCE OF VENT FROM FIXTURE TRAP NLOVAIRE FAu IN TRAP AMM, P-TRAP _ CLOSET _ OPnON TRE ttrtN FALL IN DPP Arty DYE i0 RPF SOpF SAND NOi EMEFO ONE RPE OIwFINE NCP -__ __L_______ _______ -___-_______ _____ __________ --------- TRAP. __ i P PC OMxCORHA 10 A DxNR ORWl.FMCPT FON NAR)1¢�aLTS AND SYeAP DIOMEa BC DCLOW TxF YEIP _ WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE D ThTi rW", FINISH - -- - --- -- - _Es - RE -- Fce 4 I PHan pn mnme=J.]BS t/m HFIIHL LEc FfA NASR fl[i�ORVxs A"FAnCu ALc I'a'w INSAw)wr e<NSiILID APY A vA51E- FLOOR SAN-TEE SAN-TEE m 1 p."ne pa ewee mm•ae9s uPA RXRM[DRAM M u[u of aE u9JN Tlua rmR 1D RIO AME,R*Wi.MICN-AUAnaAS mauo[mnw"0 crus Avo nxnnGs LONG TURN 1/4 BEND 1/4 BEND n"ndMd mo.er ymp moo De emz"nuN 1"ez R mmv neoe. CLOSET FLAN 1/4 BEND m AM,e",Aee mre e.enmmam Amr Dram®ama>d: NOi wJnAFxi i0 A vALL WxnFx LLc mw Ala Msi�A-11 MEET aE iOLLOwxO 11RIN TEE WYE k 1/4 eENO LONG SIVSEP p_iRgp LONG SIN P-TRAP LONG SWEEP c[NT]me Aum wNme b o mrm-N, IN eexf a aMe.o Ne mnPoata amore R,rpvre al In mil,ree ecmn mN me Iu0 Gm. 1 1 ITER a SEcnGNSNNE BE EWN TO THE MwETER OF TxE 1Rw KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS d:MAIN VENT TK U..ar BaY2+•A•sAUL RENm las 1Nw W ARI a AQmmAAa•a TAIXE P- 1. 1/4 BEND A TN[9w[TFR a sOIAaA 9' NL aE Pwf Sm uRml mw ThE aAMFiw 4 SEODM:A•. LONG TURN WYE WITH LONG TURN RN ALL 1/4 BEND SEE NOTE 1/1 BEN TEE I'I S THE MHGTH OF SEOnON•e•-BE NOT YORE THAN Dd A- TNEmAMETw OF sEc1Kx v Fxnu�as PAPE sa UAXR-INF MAw.Tw OF sErna a -- ---- - - J >. DEM IS Nu xE RON ON TRE UNORN OF...•C. 1/4 BEND - O M LJ W J FENDS suu s ra O_OF Trt uaxn CGNNEORO scnaN. LONG TURN W a-, � z O a � PLUMBING NOTES: LLJj j L 1 ALL PLUMBING CONSTRUCTION AND MATERIAL BELOW THE MODULAR FLOOR AND BETWEEN 25.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET.MAXIMUM VERTICAL ACOCORDANCE W120200RESIIDENTIIAALL CODE OF NENCYORKTSTATERAND IS TO BE DONE IN DROP FROM FIXTURE. 2.CONCEALED PIPING IN UNHEATED AREAS,INCLUDING OUTSIDE WALLS SHALL BE PROTECTED 26.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS OR SLIPJOINTS.ACCESSIBLE AGAINST FREEZING IN PLANT.PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING SIZED POSSIBLE. THE SAME AS THE TRAP. 3ALL WASTE AND VENT LINES IN MODULES ARE ABS OR PVC PIPE.ALL SUPPLY LINES IN 27.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE 18"-42"IN ACCORDANCE o 0 CD 0 N y" paD y p" ""� a&p MODULES ARE COPPER,PEX,OR CPVC. WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. w CV nt 0 .n• +n' +n' ,n• .n• R +n' n• An' 'n• r,,P. 4.PITCH ON HORIZONTAL WASTE LINES IS 118"PER FOOT FOR 3"DIAMETER PIPE AND LARGER, N � cD O N - r- c._ - - - - - - - - 114"PER FOOT FOR LESS THAN 3"DIAMETER PIPE. 28.PLASTIC PIPING SHALL BE PROTECTED WITH 1116"STEEL PLATE WHEN PIPE PASSES o � C CV THROUGH WOOD MEMBERS LESS THAN 1 114"FROM EDGE OF MEMBER. � ITN-SITE RATER LINES 5.WASTE LINES:INSTALL WYE WITH CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO � � r4-) Ln O DISPOSAL SYSTEM.4"MINIMUM WASTE LINE TO SEPTIC(BY BUILDER IN FIELD). 29.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 ,m ITER PIPE DIAMETERS DOWNSTREAM OF STACK BASE AND NOT CONNECT INTO SECOND FLOOR 6.WASHER SHALL HAVE MINIMUM 2"TRAP. DRAIN STACK. WATER SUPPLY LAYOUT TREMOVABLE TRAPS UNDER ALL SINKS TO PROVIDE CLEANOUT ACCESS. 30.POTABLE WATER SYSTEM SHALL BE DESIGNED AND INSTALLED AS TO PREVENT (-- CONTAMINATION FROM NON POTABLE LIQUIDS,SOLIDS OR GASES.GASES BEING INTRODUCED J INDICATES COLD WATER SUPPLY INTO DISPOSAL MUST HAVE SEPARATE TRAP.DISHWASHER CANNOT DISCHARGE INTO INTO THE POTABLE WATER SUPPLY PER P2902 OF THE 2020 RESIDENTIAL CODE OF NEW YORK o� --INDICATES HOT WATER SUPPLY GARBAGE DISPOSAL w� C=.J >- WATER HAMMER ARRESTER TO BE INSTALLED 9.KITCHEN SINK SHALL HAVE 2"DRAIN WHEN A GARBAGE DISPOSAL OR DISHWASHER ARE 31.ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS AND a� Z i ON DISHWASHER, ICE MAKER, AND WASHER CONNECTED LAVATORIES.(SEE ISLAND DETAILS). ocv a¢ O IN CONFORMANCE WITH ASSE 1010. 10.HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES INDIRECTION 32ANTI-SIPHONING DEVICE,VACUUM BREAKDERS,AND AIR GAPS:FOR WATER DISTRIBUTION U WATER HEATER = ON-SITE BY OTHERS (BASEMENT) SHALL COMBI�LONG WEEP 9'ELBOWS LOR OW TALENT LONG SWEEP�BTH OR 6TH BENDS SYSTEMS"PROTECTION OF POTABLE WATER SUPPLY". < ARE PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION ON 32.1.WATER HEATER LOCATED AT OR ON LIVING SPACE LEVEL MUST HAVE AN ANTI-SIPHONING v 3"PIPE AND LARGER. DEVICE INSTALLED. m CSI 11,ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THEo .)E Z FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. 32.2.CLOTHES WASHER MUST HAVE AN ANTi-SIPHONING DEVICE INSTALLED.(IF NOT BUILT INTO w o THE APPLIANCE). 12.PVC-DWV PIPE SUPPORTS:AT BRANCHES,CHANGES IN DIRECTION,AND AT THE BASE, EACH <} 30� <Y FLOOR AND MID STORYERTICAL)MAXIMUM EVERY 4'-0"AT THE END OF BRANCHES,AND 33.WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE Z zc�o cV CHANGE OF DIRECTION OR ELEVATION. UTILIZED.(I.E.WASHING MACHINES AND DISHWASHERS). � v v N 13.P.IPE PENETRATING FIRE RATED ASSEMBLIES INCLUDING FLOORICEILING SHALL BE FIRE 34 PLUMBING MATERIALS PER CHAPTER 29 AND 30 OF 2020 RESIDENTIAL CODE OF NEW N STOPPED WHERE REQUIRED BY ALL CODES WITH MATERIAL EQUIVALENT TO CONSTRUCTION YORK STATE THROUGH WHICH IT PENENTRATES AND BE SUITABLE TO PIPE MATERIAL,OR USE METAL PIPE Z FROM A MINIMUM OF ABOVE THE FIRE RATED ASSEMBLY O 35. ALL PLUMBING TESTING TO BE PER ICON LEGACY CUSTOM MODULAR HOMES QUALITY � 14.FIRE STOPPING SHALL BE PROVIDED AND VERIFIED BEFORE IT IS COVERED OR CONCEALED ASSURANCE MANUEL ` OV-SITE VENT UAR3 ::D Z Z ----------------- ______ ____________ _______ IN THE CONSTRUCTION PROCESS. a. 15ANY STRUCTURAL MEMBER SUBJECT TO HOLE DRILLING CUTTING OR NOTHCING SHALL BE 36. FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR J LEFT INA SAFE STRUCTURAL CONDITION BY BEING REINFORCED REMRED OR REPLACED IN IN MIDDLE 113 OF SPAN.HOLES MAY NOT EXCEED 113 DEPTH OF JOIST AND MUST OCCUR 2"IN I-- ACCORDANCE WITH R602,6 AND R502.8 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. FROM EITHER EDGE IN ACCORDANCE WITH R502.8 OF THE 2020 RESIDENTIAL CODE OF co w NEW YORK STATE, Z tl 16.FIELD INSTALLED TN-SIT SHALL BE APPROVED BY THE LOCAL BUILDING CODE w p ENFORCEMENT OFFICER.PI ING SHALL BE FIELD TESTED FOR LEAKS. 37. ALL VENT EXTENSIONS SHALL NOT BE LESS THEN 3"IN DIAMETER WHERE THE 97.5%VALUE o FOR OUTSIDE DESIGN TEMPERATURE IS 0°F(-18°C)OR LESS.VENT MUST TERMINATE NOT LESS O 0 17.BATH TUBS.INCLUDING GARDEN TUBS,HYDRO-MASSAGE,AND HOT TUBS SHALL HAVE A THEN V-0"INSIDE THERMAL ENVELOP OF BUILDING, m J 1 112"MIN OVERFLOW. Z LzLJ S O J I&JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS.WALLS, o H-v� I=- 0 z d -O -A, ----�---- - - - - - a(n o' rLi.Er CV zm SIT 8 COU ,,,p� ,"i°1 e•fP______ ________ _____ -SITE DRAN LINES __-L_______ _ _ ______________ -< C-,] O��DOI.,U 19.EACH FIXTURE SHALL BE INDIVIDUALLY DIRECT OR WET VENTED. z LJ o co (n o(n o rn O 6" m` 20.EACH DWELLING UNIT SHALL HAVE ONE MAIN 3"STACK FROM BUILDING DRAIN. ^ON-SITE V-DUTS HOT 8T ICON LEGACY DAMN PAN WBi DRNN i0 A OtEPNE 2.TD BE CDPNEFTEO PER PNgSY 21 ALL VENTS THROUGH ROOF TO BE 3"MIN DIAMETER AND SHALL TERMINATE NOT LESS THAN 61HE IS TDtB ANO PLEMl P 9Y k2 NCE CIFION OWV PLUM91NG LAYOUT NCA-HAZAAIMUST DRNN TO ACCORDANCEWITTHP3103.1B0OFTHHE2020RESIDENTIIALCODEOFNEWYORK3 AGEEATERIN PLUMBING SCHEMATIC/NOTES 22.BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2'VENTTO BASEMENT SCALE:1/4'=1'-0' STUBBED BELOW THE FIRST FLOOR,THEN CAPPED AND LABELED. SERIAL J/ORDER a PAGE e: NOTES: ) 1.PIPING SUPPORT: DWV 4'-0" O.C. VER. / 3'-0" O.C. HDR. 23ALL TRAP ARMS MUST BE SUPPORTED WITH 314 07f.+"MINIMUM BEARING. Jj,9( OL�"1' P IL 1 2. ALL TRAP SIZES ARE 1 1/2" DIA. EXCEPT SHOWER, WASHER AND 24ALLPLASTICPIPEMUSTBESUPPORTEDATINTERVALSINACCORDANCEWITHP2605/TABLE L KITCHEN SINK WHICH ARE 2" DIA. P2605.1 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.