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HomeMy WebLinkAbout46738-Z �O�oS�FF01 0� Town of Southold 7/28/2022 G ' y�4, P.O.Box 1179 N z+ 53095 Main Rd 41 �o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43294 Date: 7/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Properly: 23 Farmstead Ct Unit 48, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2021 pursuant to which Building Permit No. 46738 dated 8/25/2021 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, covered porches and attached garage as applied for. The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0102 7/1/2022 ELECTRICAL CERTIFICATE NO. 46738 7/14/2022 PLUMBERS CERTIFICATION DATED 7/15/2022 All SuffA Plurfking Conti ctors Inc. A riz ignature o�S�FF ai D N TOWN OF SOUTHOLD �cGy� BUILDING DEPARTMENT x TOWN CLERK'S OFFICE "oy • mgr 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#: 46738 Date: 8/25/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit#48, B-2 model) At premises located at: 23 Farmstead Ct Unit 48, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-22 Pursuant to application dated 8/13/2021 and approved by the Building Inspector. To expire on 2/24/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO-NEW DWELLING $50.00 Total: $1,961.60 Building Inspector 0f SO(/j�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviin@town.southold.ny.us Southold,NY 11971-0959 OI�CUUIV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 23 Farmstead Ct #48 city:Cutchogue st: NY zip: 11935 Building Permit#: 46738 Section: 102.1 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New . X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Detector 1 Duplec Recpt 43 Ceiling Fixtures 26 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 40A Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 3g 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven , DW,'Hood, W/D, Gas FP, 150A Panel 30 Circuit/24 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: - Date: July 14, 2022 S.Devlin-Cert Electrical Compliance Form E vj� SOS? Town Hall Annex Telephone(631)765-1802 54375 Main Road cp Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 D ~ eou 11,l� BUILDING DEPARTMENT TOWN OF SO'UTHOLD CERTIFICATION Date: r] Build ng Permit No._ 3� ((,l M:-P q) Owner: GY1D '6—W J�1MLL C I (Please print Plumber: A l SU-401K 01 b, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this , day oi� 204A ��-- --� Notary Public, &t'9/(( _County Ars'NA F10Ri Tra Notary Public,State of Now York Reg.No.01 F1636824 Qualified in Suffolk County Commission Expizn3 /�40-S i OE SO(¢�,O .%( # TOWN OF SOUTHOLD BUILDING DEPT. It o`y�ouMr 765-1802 INSPEC- ION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATIOWCAULKING IV FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 8i CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O REMARKS: u u S, i's d I D (any DATE P- 2zI Zd2 INSPECTOR ` SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycnuxn ' 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: � vdig at V)I".k 4ne !�-ervlre -v c f - - Ac(e/— I Wotf he r JjAP A 04 C4��Jt^.AJ 9,?7 0 11,-9 lila4-� DATE 7 INSPECTOR f 50UTyo6 A # # TOWN OF SOUTHOLD BUILDING DEPT. aq �`yrou►m��' 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND bQ 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: Td,6c.LgLxn-;Lo .. i S G,lG c CG-r`-L,TyG . 4Nb Q Agoogio> irjw nzt-c6 ✓gax/T. DATE &l—ll—zz INSPECTOR f /. pF SOUly�lo L4 # # -TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE l Z2 INSPECTOR OE SOUTVn���/ !v -- TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 1 NSPECTION [V1� UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL /Vb [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATWN [ ] PRE C/O [ ] R NTAL REMARKS: ISS -r��n,c ��IS� 0[A- 1 Uo✓a is Ulov� 'Fire r DATE Yy INSPECTOR#4iffl 1 W S r'r� i s X'4'. lsgb I�k..•�' x � ■■ k. a *; t } r4 a 41� r 4 t. t � i' t 3 t r 2- f { 4 � } ' h ......, _ y: f � 7 - - � ��� ww■. t �1 .ff 7� ,, ta. i.. ��' - � ■ti _ � � � • r fir,.,, r _'''' - r� - +� ■4 j I� 17 i .7�1` - 'K'r r�� r - � � � (�.�IJ 7 f:. ;�-`• SRR Rr..4t_r its i.{ i. 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".,X.. lie 4 _ t r r` 1.'r LTi f b^r ? ^'h► _ T k r _ , ,� ���� r�.r� � air ,r r y� ;:,�•rt� �fir' � � •k. %. .yr x . 4. . f _ e • r , i• �1 ..i-fN ..yi .��,i •,(A•t.Jl. � - 'SNIP' ♦ or -^� � .fs• �����. r •+M�r' yh,';�. � hen _ a 'ii �•'. .> •.. t 1014 Id,( LIS ��' , �'-•=c:�.,,t ;*+�*'� �"" .sem`• -r . v I r •u' 1r a - �(p]3 J _c� r _ ... .� Gam'+' ,..+'•a � r� r" , law 1 >~ 7Y J?a4 y�,�.r A�� s�'Q� i'. •t •1 �2i.`._. ��7 I 6♦-. � :I �r�. � �� •w.:y ". ��.� �•w�• y" '. "✓..`A raj. ��. � v "_ •��' =Try,,xs. �:. iF.�� a � i ), �y ........ .' f 7111. a .asy ` T - ZOMM NQ WW 3 _ S� u _ -d t y ,I 2a its ^'� � Nlp ♦ f ��� , 3 b ,.,y lAECNANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHItECTURE PC i 3750.EXPRESS DRIVE SOUTH .SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTbRE.COM (631 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insul tion produc s noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Yorlc State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 XIS" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or les and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wal! Insulation Blanket (Residential Cbde Section R302.10.1 Insulation materials, inc�uding facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 45 . Provided/ Installe-d. Ecotouch FlarnE Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development'lndex less than 50 in accordance-with respectifu ly submi ed, ,�EREO ARC C9 CgERT � 2 Glen Cherve y i IA, LE AP Principal 1 02113Q� OF NE�`l GI3CH ARCHITECTURE PC * 3750 EXPRESS DRIVE SOUTH SUITE 202 ISI.ANDIA, NY 11749 WWW GRCHARCHITECTURE.COM (631)864-3395 May 01, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Basement Code Conformance Unit#48—Permit#46738 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2020 Energy Conservation Construction Code of New York State, R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet(3048 mm) below grade or to the basement floor, whichever is less. Respectfully submitted, 'D A c \5 �COERT C�y��f� C, Uv 2.0 Gle C erveny, AIA, LEED AP Pri cipa `9 023B10 T�OF NE`s-1 - Manual S Compliance Report Job: wrightsoft Date: Jul 05,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1646-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 48-23 Farmstead Ct Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102% of load Latent capacity: 5400 Btuh 216% of load Total capacity: 18000 Btuh 121% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.07 Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. - -wrightsoft" 2022-Jul-05 14:37:07 ,�1+y�. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 AC r`K...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans ExaminerReview F• Form RIPER 1 ACCKo for HVAC System Design • • 15 Mar 09 proirscaty CaiahspiA� Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes F No ❑ OEM performance data(heating,cooling,blower): Yes 7 No F-] Building plan#: Manual D Friction Rate Worksheet: Yes F� No ❑ Duct distribution sketch: Yes F1 No Home address(Street or Lot#,Block,Subdivision): Model 132(Magnolia), Entire House HVAC LOADCALCULATION ,0 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 10 'F Orientation: Front Door faces West Indoor temperature: 68 'F North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 'F Indoor temperature: 75 'F Windows Roof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft _ Sensible heat gain: 14083 Btuh Internal shade: none Eave Blinds,drapes,etc. Latent heat gain: 2840 Btuh Depth Window Total heat gain: 16922 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace EQuipmenttype: SplitAC Heating cfm: 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT .• Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses: -0,6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipment selection and duct design wore rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - wrightsoft® Ri9 ht-Suite®Universal 2018 18.0.32 RSU20066 e�fenl,M.wawoft Load Short Form Job: 1- wrightsoft® Date: Jul 05,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 48-23 Farmstead Ct Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm), (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer _ 112 1351 496 33 25 M bath 110 176 119 4 6 CL1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237- 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrilghts0 2022-Jul-0514:37:07 ti ,,;a., „, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 i ...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-"Rn!n' 2022-Jul-05 14:37:07 ,� ew,.�.rm,,n�iwm:.,w Righl-Suite®Universal 2018 18.0.32 RSU20066 Page 2 XM...mar Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W ect SummarPro Job: -�- wrightsoft� � � Date: Jul 05,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 48-23 Farmstead Ct Cutchogue, NY 11935 N otes: 'Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft3) 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req. total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W['➢ghLSOTt'° 2022-Jul-0514:37:07 ....+• _....._,�..�. Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 JM...mor Model 82 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 K90 PrRakFast Ip x`98 cfm 140 cfm Living Kit(rn 105 cfm M bed adiab Pant Lrndry ,in cfm K60 cfm Dining area Mu M bath N67 fm 1'1 cfm 1\40 cfm CL1 7 cfm Stair 1 Foyer k27 cggth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 107 cfm Job#: Energy Testing Services LLC Scale:1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 Unit 48-23 Farmstead Ct Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jul-0514:37:16 r.b.delfin0@energytestingservlces.com N JSDV2imorModel B2 MAN JSD.rup � N Level 1 6x16 8x16 1 '.. -14 x 16 1 Tr 219 cfm r' adiab 0 Bsmnt Makeup air 60 219 cfm CFM Skuttl 14 rl_�24 model 216 x16 24" 8x16 F --------------- Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 Unit 48-23 Farmstead Ct Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2022-Jul-0514:37:16 r.b.delfino@energytestingservices.com •..N JSD\Rimor Model B2 MAN JSD.rup - - wrightsoft® Duct System Summary Date: Jul 05,2022 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com ProjectIfformation For: Unit 48-23 Farmstead Ct Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 328 ft Supply Brahch - Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 C 1766 100 107 0.003 9.0 Ox 0 MtFx 35.3 195.0 st1 Breakfast C 1485 60 90 0.003 9.0 Ox 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath C 119 5 7 0.003 4.0 Ox 0 MtFx 20.5 225.0 SO M bed C 1625 69 98 0.004 9.0 Ox 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 Ox 0 MtFx 7.8 160.0 st1 Supply Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden Wrights-Oft- 2022-Jul-0514:37:07 ,y��y, .W,.,., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 fM1 UK...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W 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 rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx " WCIg�'IL'SOm 2022-Jul-0514:37:07 �, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 ZC 1...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Home Energy Rating Certificate Property HERS Unit 48-23 Farmstead Ct. Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2022-07-13 Rating Number: 23 Farmstead Ct Registry ID: 142247348 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 50.5 $99 8% General information Cooling 0.7 $38 3% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.6 $12 1% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 20.9 $997 79% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $120 9% Mechanical Systems Features I Total 82.7 $1265 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 152 cfm, 30.0 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NAcw Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 filtrati n Rate 1193 CFM50 (2.20 ACH50) Foundation Walls R-13.0 ethod Blowe door Michael Fauci 1,193CFM x 60Min/Hr=71,580/32,538ft"3 2.20 A @50 Pa Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 a QP16ven Fuel Natur l as Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 23 Farmstead Ct. City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-07-13 Outdoors Temp During Test: 78 of CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No 10 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace❑Boiler 7 Heat Pump a Other❑ t z Venting Tyne 3 Drat Spit-lame Sin llaee CO CO Efficiency Fuel Type Circle Type) Pascal (Worst Case atural (Worst Case atural Rating:95.0 N_❑✓ P[1O❑E❑ NE] pDMUS._p NSA Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM Water Heater Primary: Yes 0 Vie: Standard Tank ✓❑Indirect Tankless ❑ Size: 75.0 Style Common Vent El No a Instantaneous OCommercial (See Note 5below) (Gallons) 4 Stand Alone ✓❑ Efficiency Fuel Type s z Venting Type 3 DraftSin llaQe Suillaee(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Wase Case) (Natural) IF: 0.69 N❑✓ P❑O aE0 N❑M❑S 0✓ N/A Pa. Pass❑✓ Fail❑ Pass[✓aFailF] N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: .If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-07-13 f1=�jS F K :=_ SCOTT A. RUSSELL 55-T.4 MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MEAN ROAD " NEW YORK 11971 3, TOWN OF SOUTHOLD, Tel. (631)-765-1560 r '" Fax. (631)-765—9015 ICII:ALL-001 LIi5tr OWN S0V-[ Q1 DNY-VIs OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 3, 2022 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 47-58 & 103-104 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front lawn areas of units 47-58 & 103-104. The rear areas and some side areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore,the Engineering Department has no objection to Certificates of Occupancy being issued for these fourteen (14) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: - A AIL7NG ADDRESS: Town Hall Annex P.O.Box 1179 A�'�'� Southold,NY 11971 54375 State Route 25 :-" (cor.Main Rd.&Youngs Ave.) ;'` ':L Telephone:631765-1938 Southold,NY www.southoldtownny-gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD J June 7, 2022 Mr: Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 47—58, 103 & 104 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffrng St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#47—58, 103 and 104 of the above-referenced Residential Site Plan have been completed based on the site inspection made on May 31, 2022. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer FIELD:INSPECTION REPORT. DATE GO 1VI1VIiS .. 'y-.. ro FOUNDATION(IST) 77 ------ ------------- ----. FOUNDATION(2ND)' k: ` ,• :. , ROUGH FRAMING:& y• : PLUMBING' qcjrp-6 A- 93 INSULATION.PER N.Y. STATE'ENERGY CODE CI FINAL ADI `TION&C b_2J.e. 0 z rn rn Zt ' ,TJ t u' ioguFFoc'��oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • Telephone(631) 765-1802 Fax(631) 765-9502 httas://www.southoldtownny.gov For Office Use Only � Me'Recelve�dF PERMIT NO. %-d Building Inspector: P Applications and forms must be filled out in their entirety.Incomplete applications AUG 1 3 2021 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. BUTLDDdO DEPT, T0'm OF Sou .101 D ,APPLICATION FOR-AUIL'DING-PERMIT Date: OWNER(S)OF PROPERTY: Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- b Physical Address:.-A-.- - Phone#: 631-678-2667Email: teamalia65@gmail.co Mailing Address: CONTACT PERSON: Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmail.com DESCRIPTION'OF PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other $ CP-V6i Oo U Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY INFORMATION Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe Town of Southold,Suffolk,County,Newyork and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized 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 n ): HenryAI' {Authorized A ent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 day of AwAklalt 20D I Notary VU61ic SHERRY PIRONE PROPERTY OWNER AUTHO jF071VUBLIC STATE OF NEW YORK(Where the applicant is not th owpistration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 SEP 2 S 2021 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 m roger.richef-t(c-D-town.southold.nv.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: _-L Company Name: Name: License No.: email: 0)'I M e IeC Address: y R,izi-i Z4---I L4 Q-K AQL. JOB SITE INFORMATION: (All Information Required) V -!�b a u-e— Name: Ily ant ftu�C-hLv Address: Q LLA- f-l"R Cross Street: S-b Ait Phone No.: -: Lu-1 Bldg.Permit email: :)C a14 Tax Map District: 1000 Section: )C)- Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply, Is job ready for inspection?: YEESNr Rough In Final Do you need a Temp Certificate?: (� / NO Issued Ont4uz Tamp lnformaflo (All information required) Service Size (Si 2P 3 Ph Size: _1 C> A # Meters Old Meter# kEew S e�r v i5e - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Lateralsr, ) Z H Frame Pole Work done on Service? Y N Additional Information:— . PAYMENT DUE WITH APPLICATION 62-Request for inspection FormAs lr�9 -2� /T' i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road PO-Box 1-179 Southold, New:York 11971-0959 1 ' Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(@-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 20 ^)1� Date: Company Name: C' C Name: License No.: 6b ill email: v.-> Address: , �„ es Z�- Phone No.. - C: (10 JOB SITE ]NIFORIVIATION: (All Information Required) Name: z '� Address: Q U_AJl�f- q Jc A 5S t , Cross Street: S-bAe- Lei Phone No.. Bldg.Permit email: m aa Tax Map District: 1000 Section: ,c-_ Block: C^).(; Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: / NO Issued One waAy Temp Informatic (Ali information required) Service Size -� P 3 On Size: 1A # Meters Old Meter# EwDServie - Fire Reconnect-,Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals 1 2 ' H Frame Pole Work done on Service? Y N Additional lnformatiom PAYMENT DUE WITH APPLICATION e> � 82-Request for Inspec8on Form.As ti PERMIT# r Switches , I Outlets G F I's -' b a Surface r Sconces, S H H's i UC Lts Fans Fridge HW Exhaust 1� Oven W/D Smokes \� DW Mini Carbon Micro Generator Combo Cooktop ; Transfer 17 AC AIN Hood i Service Amps Have Used Special: 2 Comments.`-: i i i I • I Town Hall Annex 54375 Main Road y. Telephone(631)765-1£302 P. O. Box 1179 =� Fax(631)765-9502 Southold, NY 11971-0959 BUILDIN��.D•EP.ARTI P_T NOTICEO , F:`IJTILI�/�TI®N OF TRUSS TYPE• CONSST.I�UCTION PRE-ENGINEERED RE ENGINEERED lOOI] CONSTRUCTION'ANbI0R'TIMdF_R CONSTRUCTION Date: l Owner: . . # .. �.� 1-L-a J �)®,�,t�t��rY'�rl L Location--of F .tO '►�tSd� v l Please fa otice that the{check applicablealhe): 1 New 4.:.. ..,. _ commercta��or,reslc€entfal�structure rI :�;:.-•� • •. : .. .1. • • . •i .~+'1 � �.� . :.':is•.: . f;, Addition to existing;eomrrrerciat'Qr resideiitlalj strracture�•.- Re,Nabilitaftbn o:, ri existirig".'06liercial or resider t ai structure : ; - to be.const--ucfe, pr`performod-at-the subjI30*=property reference above,will.utilise (check app(' abs(e'�lie): Truss type construction TT L . Pre-engineered--Vuood construction (PW) Timber constrcicfioii° in the following location(s) (check apPli aOoirie,} • ` Fjoor framing, including•gird and beams`-(F) Roof framing (R) Floor and roof framin Signature:• Name (person submitting this for ): '411 Capacity (check applicable line): ,Owner _ Owner representative i TrussRegl5•docx Effective 1!112015 j � r` S 2ntn+lC/iF tr .,7 •a•h r �'Yjvla• ..''�t�,.' '�~^y`�a.��,T��.1�;_�`rS�w�S���f�•n,.rte^. .yi"a leas, �.l�c.'�.m�:a'.tr+Ir-'.a,'�.,'•"!�fry�{i„o�t . ; 1.. ..a` c'>8K �r yi' o� aL .L n.-rfl�tCt}I ."���yv�'f'�"�11t�f•- )+y i't11a{Y fi nw 1 J�a� +Y a 11 y c t'��s.—t.'•�r� rtn�iiy?{�� � a�F.t^,.,,�+J.4�f,�'ti� d" ti'+�i „t nr+�C?►T �•s'i r�"ly.. 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APPROVED IN ACCORDANCE WITH BOARD OF � REVIEW DETERMINATION DATED s'—B- 17 M z zLU 0 ~ j SQ ECT TO COVENANTS& RESERICTIMS USER z 2 � Z W D o PAGE ` ® X J 0 o ® m a w LL U) LL < L o C!) C �NuIRIC`.R'S CERTIFICATION REQUIRE. W � U SUeh1IT P.E. OR R.A. CEFRTIFICAyiCM � _O W = FOR INSTALLATION Algrj CCPd�;f��iCTlt?.�I �° � C) CA �� 0 0 0 FQR FIi�IAr, i�F'PRCVAL. S rf� I `e O IL� T1s � 4' �'i.J-~ • — Z U) ^,O 4 S uffolk Cour .De artxueut of Flealth Se io,.s County 4 val for Cgnstraaetiou-Other�`>sanSay le,�� amlly 0. �®! ®�/� Design Flow g_1� PROJECT NO.: ®®®2® Use(s) � _e >� DRAWN BY: KCK form These plans have been reviewed for general conance with-8u T-6-1 ; County Department of health Services standards, relating to %11-ater CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: _ inconsistencies or lack of detail, coaster action is required to bo in accordance with the attached Permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. - - 8 - 1-7 CADD: 00026_SP Approval Date Reviewer ewer SHEET NO.: ROVised Plain Approved 2-,*z- F 5 S.C.D.H.S. APPROVAL �1F OLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING PLEASE REFER TO REVERSE SIDE OF TIM FORD FOR INSTRUCTIONS COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: RIO-17- Tax Mari No, 1000 District Section Block Lot Name of Current Applicant: Rimor Development LLC Tel#: (631) 735_9200 Mailing Address:PO BOX 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO 13ox 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 "If more than 6 years old and SCDHS site inspections have not been performed,a new application will be required. SECTION 2 I FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PIERMISSION Name of Previous Applicant/Agent: I hereby transfer all rights and interest in the above referenced permit to-th_e new applicant named above; Signature of Previous Applicant/Agent: _ SECTION 3 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSIO Date: Name of Previous Applicant's N Archit-ct/Engincer/Surveyor: Tel#: ). _ I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION 4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I herebf certify at have examined this complete application and the statements therein are true and correct,and that all work shall be done in ac rd ce vith all applicable Town,County,State and Federal Laws. "Any false statement made herein is punishable as a misdemp no u nt to S210.45 of New York State Penal Law." Signature of Current Applicant/Agent ` Date 01 1 Print Name of Current A 12-0 Applicant/Agent Title Henry A Agent/Project Manager DEPART SE ONLY Permit is Transferred/ enew Until 1 $s 23 Number of Bedrooms Approved Signature of Department Representative -- � Date /o—d.S'—Zo WWM-104(Rev.02/12) l 3 NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE �( N 36"54'18"W ^ PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 186.52' /cif NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, — — — — — I g PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. HARVEST POINTE HOME OWNERS co IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 745, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ASSOCIATION DESIGNATION LINE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 011•Q'p ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 13.2' L6 vi 14.4' liq 8.3' 0 15.0' b Z COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Cp I �y 15.3' �vn, r SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 0 2.0' 'A 2.0' UNIT 48 � UNIT 47 2.0'� � � NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. FOUNDATION ONLY 7 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE r [TOP OF FOUNDATION=34.01 d CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, `- I _� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0 CD OTHER THAN VISIBLE PERMANENT STRUCTURES. 5.4' I _ 2.1' 7 F — I : N COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS t` I I C RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 'v 3.4' I I GARAGE I 3,3' RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED W W W 6(2.5' i GARAGE I I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. - - - 2.5' I I I THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL O r-1 18.7' O N MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANYOTHER N M N O Lo O b 18.5' N fV 9.3' PURPOSE. 0 �13.0'd ro Lo OLo 0n o 00N0 V70 N Mo '� 12.0' lyN � 0 � 0 Nr � � Ntr0 ! In O) ti M 11 11 O) N W W W W ® I n/7 en �— � N � N Q' J fn cF (/� �— - - e �C v O O co O O O O � Lo o � o4) M oN � NOV 162021 O 0 Lo 0 � ti 0 � � 0 � � 0 p .— PROP.CURB `�' 0 � u N to `— 0' ce) C\i �cy) M M � � SWEET MEADOW W J cn rn W Ln co N cA M c J BUILDING DEPT I COURT TOWN OF SOUTHOLD S 5 , — — SUB PAVEMENT GRIFFING STREET �� w f r� I HARVEST <<�, Lco o o Zo" W N ww L1J POINTE LANE �2�O 0 0 o - Lp - D`to - L r-• o �4O C) 114, � ~C) CIQ N CD O L Lo W — -�� --1 o rn N c� i� N M r` ") N co / p� ^� z 0 u ch II II ^ 0 0 0 � to ( �� 1 MILLSTONE LANE S 38024'18" E z —I dn c� Lo M Lo jI O 0 IQ 456.62' cn z z joca-bprl IO w � F Z � �o LOIa J I O 00 0 NW' 0)coO10) =O � U) U) co C/) _ 269.77' (ACTUAL) OF �►�14j y 10-27-2021 FOUNDATION LOCATION > FOUNDATION AS—CONSTRUCTED SURVEY S37004'40"E ��' ��l oAv1oA��O,p FOR UNITS 47 — 48 UNIT DESIGNATION MAP OF s v HARVEST POINTE CONDOMINIUM 2 G. FILE NO.: 490 FILED September 28, 2020 C O SITUATED AT ti CUTCHOGUE h�. �0.050 �� TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 021.000&022.000 Lai v NELSON & POPE ENGINEERS & SURVEYORS _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 SS- L WWW.NELSONPOPE.COM J DRAWN BY: NP CADD No.:INDIVIDUALS00026_1 S SCALE: 00026 CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF 1 . DATE: -. 11-01-2021 PROJECT NO.: 00026 HARVEST POINTE HOME OWNERS S' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ASSOCIATION DESIGNATION LINE LPO PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE STO-2 N 36°54'18"W R NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, ST. _ _ _ 186.52' 1 h PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. R/O CONCRETE O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ENCLOSURE CO Cl)-i R/O CONCRETE PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY ENCLOSURE PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 15.1' Wd PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF o CO w r 17.0' AN REM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE rn0Z~ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J p� O CO w� 1a THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O O '? ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I- o 4' 00 13'2' L6 14 8.3' c 15.0' 0 15.3' v COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 1: N SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. U O�?2.0' 1 2.0 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS w u3 2,0' UNIT 48 I UNIT 47 2.0'tp OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED. g 1 STY FRAME RESIDENCE PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE aN w CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, V) i �^ RFL. 34.2 IU1 SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS G.FL. 33.4 � 0_]Q- 1zOTHER THAN VISIBLE PERMANENT STRUCTURES. 5.4' 1 2.1, 3.2'a� Q _ - COPYRIGHTO NELSON 3'POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 1: n Y RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BYPHOTOCOPYING, C) °f n I I I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED z -v,3.4' 1 GARAGE 1 3.3' LL7 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUTTHE PRIOR WRITTEN U 2'6' 1 GARAGE 1 1 GAS 2 0' J {Y PERMISSION OF THE SURVEYOR. 2.5' W W W �j GAS '2.5 1 c1 io METER O 7a CD �- M ^ METER o 18.7' 9 3 ELEC.: z r� 18.5' �i c i METER 0 LO M N C Ln cM ME ER C. 13.0'v CO D: w 04 coi CD /�� / �12.0'w VJ, Ln on �,� O OR N M O IN.O.H. Im ¢w jW N 04 N d O O N CD N � W w W w CONC.WALK CONC WALK Z�Nx w�i� fn fn N to N Q' J U) d N O = C.BOX DI E.BOX 00apm p[]c00 CONC.WALK CD `d CM ® ° O❑ c j �m E.BOX O®C.BOX O � O M CD r- CD O O EMH Op L"• 00 N S M O � 00 O h O �' B.B.CURB SWEET MEAD O 0 r o oLf) o �p O DROP CURB 11 ISI cD 11 N II N M N II 04 N pMj II M C14OW I W ,J c/) CA W J co In of J cn CO w J U!) L'M Of _I COURT SUB PAVEMENT GRIFFING w STREET' I HARVEST <<(P LMn O 0 Z w t w DO W L w 00 POINTE LANE ` moo o N � � -� M m M M II 11 o 0 0 0 z MILLSTONE LANE S 38°24'18" E Z cl i LO c LO g I� 456.62' U) z cn z w I U) O p w I� 0 Ln Ln Iv o I 0 O M `N I rn U ° 4�CF NEbIl 269.77' (ACTUAL) Q` (AVID p 10-27-2021 FOUNDATION LOCATION _ _ _ FINAL SURVEY �19- > T 01-25-2022 SANITARY AS-BUILT FOR UNITS 47 -48 S37004'40"E U r' �Z 04-27-2022 FINAL SURVEY � `� ��� UNIT DESGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 0 -1 �� FILE NO.:490 FIILLEEDSeptember 28,2020 STM AT is', CUTCHOGUE � � TOWN OF SOUTHOLD.SUFFOLK COUNTY,NEW YORK LAND S S.C.T.M.DISTIRICT 1000,SECnON 1x2.01.MOM OZOO.LOTS 021.000&m.000 OL NELSON + POPE s/re/2.-y' 7 if engineers•er�chitects•surveyors / 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF 1 DATE: 05-04-2022 PROJECT NO.: 00026 1.1=30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 10'0 X 10' NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, &12 L.P. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. • - IT IS A VIOLATION OF NEWYORK STATE EDUCATION LAW ARTICLE 145, _ INV. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209•FORANY 28.67 29.8' 6"SDR-35 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PIPE,TYP.@ 2.59% PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF ST-2 O $T INV / AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE 29.66 lL INV. ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND ELECTRIC ST-1 O s s0.11 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH PANEL INV. W CO IN MH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ix WITH CASTING 29.44 p D NAT GRADE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED c N INV.30.21 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. co 738• CO,TYP. INV. INV. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS 31.11 31 15 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. A 11.0' -i o 0 14.4' i0 UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED SUFFOLK COUNTY DEPARTMENT p����y n HEALTH e me t[.�SERVICES Oa:J 13.2' L6 DIP M 8.3'Q 15.0 N 15.3' < B AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. SUFFOLK COUN�i p�EPAR 1 g1 E 1 OF HEALL 1 H�7ER ICES to INV. �� � ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN I.-o - 2.0' 31.36 IP n PLAN DATED 7121118.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED APPROVAL 4 P�/�'f�ag®,4,{�•1✓'26�tAl�pl/Q FOI, 0 0 Vj 2 0, I V. 2.0'o Z TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS /�I��'iVAIt`il. WSINGLE F,�Mo�7slll(���yG)VYL�01.099 �R�(\a7 TS UNIT 48 131.35 2,Q'� r CONSULTTHERE WITH GUARA TEE APPROPRIATE UTILITY COMPANY ARE SHOWN DI THING OR FAMILY UNIT 47 'z CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 1 � t11. FURTHER DESIGN. Dweu1l 0 1 2022 H.&Ref.mo. rz i o_l? h t 1 STY FRAME RESIDENCE w PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE e�o 5.4' 1 7Q CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, The sewww ^W a�sup*`ftw a4 the hm 2.1' 2 4- SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OIW Wf�Ca�nY n � � OTHER THAN VISIBLE PERMANENT STRUCTURES. !� y� ey�,li{ agppcjmm u C I rJ �oMa�'^"" "Q 1 I I COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS be Ball day FOR A MAXI/ NU BEDROOMS. 6 3.4 I GARAGE GARAGE i 3.3' �^ N RECORDING OR BRESERVED. NO Y ANDF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, Y OTHER MEANS,OR SORED,PROCESSED OR TRANSMITTED GAS d) 1 I 1 J IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN METER L6 2_5' � PERMISSION OF THE SURVEYOR. ON p 18 5' N 18.7' N 9 3 N GAS ADDITIONAL IMPROVEMENTS AND/OR POSSESSION.IF ANY,NOT LOCATED,NOT W 13 0'v METER Craig Knepper, P E. Chief SHOWN U 12.0' ALL SANITARY PIPING 4.8 6•SDR-35;TYPICAL. Lu r 9 9 O W W2 �WU WWLU U UWmG o_ COO �It* WPI I ❑ 11 3 0F ItlE"y P_ CB I mG /"u `3 ��� ��DAVIT) p�/0 ,i.... . 10" WATER MAIN LW 7!/ GAS SERVICE r � _ _ L - �� 1 ELEC. SERIVCE � -� -� -� -� �� � �,,, 3 � CB SWEET MEADOW 1 a.. ° tAN® S\ � COURT SUB PAVEMENT 1 1 L,1/ - 10-27-2021 FOUNDATION LOCATION SANITARY AS-CONSTRA U RVEV 49 01-25-2022 SANITARY AS-BUILT FOR UNITS 47 - CO �Z UNIT DESIGNATION MAP , HARVEST POINTE CONDOMINIU SANITARY SYSTEM AS-BUILT TABLE �M,"'`2 ,, ,',� ® STRUCTURE NAME I TIE A TIE B FILE NO.:490 FILED September 28,2020 iL SP`1 UNITS#47-48 6, 81TUATEDAT �r„ ST-1 27.8' 69.2 CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ST-2 30.0' 74.3' J, S.C.T.M.DISTR00 ICT 10 ,SECTION 102CK 01,BLOOZW,LOTS 021.000A=.000 LP 33.7' 92.1' ` NELSON ; POPE HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 60 engineers-archfteCtS-Surveyors UN IT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com 47 R10-17-0101 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP ADD No.: 00026 1,599S.F. 363 S.F. 1,962S.F. 0002e_I SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I DATE: 02-09-2022 PROJECT NO.: 00026 1"=30' AP RO ED AS NOTPD PLUMBER CERTIFICATION ��73� ON LEAD CONTENT BEFORE DATE: B.P.# �Zlff CERTIFICATE OF OCCUPANC FEE;. R� - SOLDER USED IN WATER NOTI BUILDING: �,RTMENT AT . SUPPLY SYSTEM CANNOT 765-]8'02;,`,8 AM TO PM FOR THE EXCEED 2/10 OF i/ LEAD. FOLLOWING INSPECTIONS: 1,. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH.-- 'FRAMING & PLUMBING 3: INSULATION ELECTRICAL 4..FINAL - CONSTF-!. -'r,N MUST INSPECTION REQUIRED BE COMPLETE �, 10. ALL CONSTRUCTirA, SnALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DONOT PROCEED-WITH AS REQUIRED AND CONDITIONS OFfRAWNG UNTILSURVEY &, 'OUNDATION LOCATION: =rweii BEEN APPROVED. SD T OWN PLANNING BOARD O ITHOLo TOWN TRUSTEES dust provide Manuals ---� D, J and S as per NYS Energy Code OCCUPANCY OR Blower door USE IS UNLAWFUL and ductwork WITHOUT CERTIFICA testing required. )F OCCUPANCY All exterior lighting installed,replaced or repaired shall conform to Chapter 172 RETAIN STORM WATER RUNOFF of the Town Code PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Fire separation ��,LUMBING- required as per A ;k'0, BING WASTE Vhf :LINES NEED NYS Code T. .. . I.�RI .001/ERING ODES; R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section 8316 Foam Plastic TABLE 8405.1 W ;i/ PLANS ARE IN CONFORP�IANCE WITH THESE APPLICABLE C Z draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 8316.1 General, The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System � � E K STATE P YORK space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear UNIFIED SOIL 2020 RESIDENTIAL CODE OF NEW 0 P in Y q ORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the VOLUME 0 2020 EXISTING BUILDING CODE OF NEW Y solL CLASSIFICATION CHANGE ai 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP SYM SOIL DESCRIPTION DRAINAGE FROST HEAVE U STATE PP 9 / gyp / P 16 POTENTIAL CODE D E 0 F NEW YORK R 302.1.12.1 Materials. Draftsto in material shall be not less than 1 2 inch sum board, 3 8 inch wood structural panels. 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from SYMBOL CHARACTERISTICS POTENTIAL EXPANSION O �--� V 2020 FIREGW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW � r/ 0- 2020 MECHANICAL CODE OF NEW YORK STATE the interior of a building by an approved thermal barrier of not less than �Z inch gypsum wallboard. LITTLE OR NO FINES ^^ '' s 8302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD Low LOW O W L_ w- ` 2020 PLUMBING C 0 D E 0 F NEW YO R'� STATE gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section 8807.1. LITTLE OR No FINES L o rn 2 2. The space is entered only for purposes of repairs or maintenance. GROUP 1 sw WELL GRADED SANDS, OR GRAVELLY SANDS, E-- `�J 0 � � LITTLE OR NO FINES GOOD LOW LOW j � �"' a) � rn 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 SP POORLY GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW ry Q Exceptions: 3. The foam plastic insulation has been tested in accordance with Section 8316.6 or the foam plastic insulation is protected against ignition using 3/s inch N � o 2 O Z O NEW YORK STATE ENERGY CONSERVATION C O N STR U Cl I O N CODE- 4. wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE VE No FINES = N R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be s ra a lied to sill lates and headers or installed in the erimeter oist s ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES GOOD MEDIUMI CO Low ,� aa)-Z _ RESIDENTIAL PROVISIONS P P P P Y PP P P P SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z Section 8303 thermal barrier specified in Section R316.4 subject to all of the following: U X m u� Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 314 inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q W N M R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. Sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low = � co SECTION R101 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY S SANDS, ROCK FLOUR, ❑ V CY)LU co GENERAL Exceptions: �/ 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is With ASTM E 84 Or UL 723. SILTY OR CLAYEY SLIGHT SANDS OR CLAYEY SILTS WITH MEDIUM HIGH L GROUP 2 SLIGHT PLASTICITY I.J.. cMo the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, 8101.2 The provisions of Section 8317 Protection of Wood and Wood-Based Products Against Decay GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an MEDIUM replacement, repair, equipment, p y, 8317 All sills and lutes on exterior foundation wall to be pressure preservatively treated in accordance with AWPA Ut. cuYs To Low P4 d than three stories above rade lane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. P g p Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1 2 inch air space all sides or ends wrapped with aluminum plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior g 9 P PP stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R202 Definitions: Section 8305 R317.1.1. Feld treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Ceiling Height 8317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height o dl exceeds feet. Z It is installed on the interior or exterior or is integral to any opaque surface of the building envelope contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section 8405 foundation Drainage O h floor and ceiling of an story. R305.1 Minimum height. Minimum ceiling heights of 7'-O* in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or F- Mezzanine: An intermediate level or levels between the g y ry Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: 9 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall e U speed Vult is 130 mph or greater. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the stab and shall discharge by gravity or mechanical means into an approved � P ( ) P stem.e s inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage Y containing habitable space shall be permitted to project to within 6 feet 4 inches of the out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according II- R301.1.1 ns. s an alternative to the requirements in Section 8301.1, the following standards are permitted subject to the limitations of this code 3. Beams, girders, ducts or other obstructions in basementsg p P P 1 be Arabic numbers or alphabetical letters. Numbers shall not be spelled R301.1.1 Alternative provisions. A q 9 used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table 8405,1. Z and the limitations therein. Where engineered design is u � 9 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. Section 8406 Foundation Waterproofing and Dampproofing U 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not 8308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior W engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. Section 8321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O� conforming to this code, these elements shall be designed in accordance with accepted eng g p 9 Y 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. ide passenger elevators limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. Ln demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible viith the performance of the conventional framed 9 9 R 321.1 Elevators. Where provided, p g Pp P PY system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of 844. M scope of this code. /�� an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) Z t' ' J 8308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent Qj� V J heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. ❑ R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisiors of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. Section R322 Food Resistant Construction The remainder of excavated area shall be backfilled with the some type of soil as was removed during excavation. speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table W P 1. Glazing adjacent to walking surface and rail is installed 34'-38" above landing. 8301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder 8301.2.1.2 Protection of openings: Window glazing in windbome debris regions shall be protected to meet the requirements of the lag m 9r e missile test of ASTM E1996 & 2. Glazing 36 inches or more measured horizontally from the walking surface. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents Within 3 feet of each comer of ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" sho I be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". P Panels shall be redrilled and secured with the attachment hardware provided. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinishedflood-resistant shall be precut and attached to the framing surrounding the opening. p UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502 2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood �"� AND RESCUE OPENING PER SECTION R310. (Egress window & window well) or structure in violation of this section. structural panels as specified in Section 503.2. fireblocking shall be of any grade lumber. TABLE R301.2(l) escape and rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. O AND GEOGRAPHICAL DESIGN CRITERIA 8310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency e pr:. CLIMATIC appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ^ 8310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear 8322 3 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches of bearing � �,yy r T , Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTEF ICE BARRIER Air Mean hei ht o ening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon strip and shall be nailed to adjacent stud. W �y GROUND 9 FLOOD 9 P Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct DESIGN UNDERLAYMENT Freezing Annual rescue opening, it shall have a sill height of not more than 44 inches 8502.7 Lateral restraint at su orfs. Joists shall be su orted lateral) at ends b full de th solid blocking or by attachment to band or rim joist. fn SNOW SPEED Topographical S ecial Wind DESIGN FROST LINE HAZARDS 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rest p g, g p TERMITE DECAY systems; and other service equipment is permitted below the elevation required in Section 8322.2 or 8322.3 provided that they are designed and installed to PP PP Y Y P LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TE TEMP REQUIRED Index Temp above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. ( p ) prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, p Region Debris R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m zone inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. `�" 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with R 322.1.7 Protection of water supply and sanitary sewn e s stems. New and re lacement water supply systems shall be designed to minimize or eliminate infiltration 8502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design ❑ w 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO 1D Yes X 1500 P PPY ry 9 Y P p To HEAVY MODERATE Degree:, the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation > �r . R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. Section 8506 Concrete Floors (On Ground) 8301.2.1.4 Exposure category. or by an approved alternative method. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the R506.1 Concrete slab on grades to be min 3-1 2 inches thick. P4 wooded areas or other terrain with numerous close) spaced obstructions having the size of single family dwellings Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance design flood elevation shall: 9 / 1. Exposure B. Urban and suburban areas, Y P 9 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 1. Be used solely for parking of vehicles, building access or storage. a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. Z) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.6 Hallways: min. 36" clear width. P 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1; � p9 Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group I �_ 600 feet from the partially obstructed area. Includes flat open country and grassland. R311.7 Stairways 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area according to the United Soil Classification System in accordance with Table R405.1. Q Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom 3. Exposure D. F P 9 P is measured on the exterior of the enclosure walls. 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between � feet from the unobstructed area. height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 M inches where a R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, �_ handrail is installed on one side of 27 inches where handrails are provided on both sides. � 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utility buildings and other unheated accessory structures. Z U R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 fe.°t 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. flood elevation, each area shall have openings. bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. immediately under each opening. Section all b Wood Wall Framing p 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing U Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to Openings p shall be fastened directly to framing members and shall confirm to the requirements of Table 8602.3(3). O I resist wind loads shall be in accordance with the Building Code. 8311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 3. ti enin s shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements o this R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 1X inches shall be provided on stairways with solid risers. section. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. ( 9 9 ) q 8302.2 Townhouses. Common p g 9 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal wall shared by two townhouses shad be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall 8311.7.8.4 ty Y shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base TABLE R602.3(l) FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. floor elevation plus 1 foot or the design flood elevation, whichever is higher. accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas DISCRIPTION FASTENING (a,b,c,d) na 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall radius is not greater than 2q inches. Each tread shall have a depth of not less than q inches at the walkline. All treads shall be identical, and the and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 263, rise shall not be more than q inches. Headroom shall not be less than 6 feet 6 inches. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. Section const Mezzanines 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL with ASTM E 119 UL 263 or section 703.3 of the Building Code. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section 8325.6 assembly tested in accordance 9 R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which � horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: OVER PARTITIONS 7 ,7 " r- � r R TABLE 8302.1(1) they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is Ili '' _ EXTERIOR WALLS Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL o `V N c�i ri ei co N horizontal (12.5 percent). R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 5. COLLAR TIE TO RAFTERS THREE IOD EACH FACE NAIL MINIMUM MINIMUM FIRE EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FIRE-RESISTANCE RATED t HOUR 0 feet sphere 4 inches or more in diameter. and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL WALLS NOT FIRE-RESISTANCE RATED z5 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL 0 HOURS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the RAFTERS TWO 16D COMMON. END NAIL of the following: enclosed space is not greater than 10 percent of the mezzanine area. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL TABLE R302.1(2) 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with on automatic sprinkler system in accordance with g, STUD TO STUD AT BRACED WALL PANEL Z � position. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ( ) 16D COMMON AT 16"O.C. FACE NAIL MINIMUM MINIMUM FIRE 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATIO14 DISTANCE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 66 z a7 U) CO0- EXTERIOR W 0 z z z o z z FIRE-RESISTANCE RATED 1 HOUR 0 feet 8312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after clayey gravel with a presumptive design load bearing value of 2,000 PSE. Do not place footings on soil that consists primarily of clay or silt or have rY WALLS NOT FIRE-RESISTANCE RATED o HouRs 3 feet operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL O o co ¢ o U) g I- 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL `� o- ¢ rn the area required by Section R310.2.1. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: � > > �u > > �i � 8302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24"MIN IAP SPICE � � rh m v extend the full length n the wall 11 assembly,, including wall extensions through and separating attached enclosed Section R313 Automatic Fre Sprinkler Systems 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) deck or slab. The fire resistance rating shallq Y assessor structures. 8313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an R 403.1.4.1 frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL automatic sprinkler system. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"0.C. FACE NAIL `Q R302.2.4 Parapets for townhouses. d of less than 30 inches above the roof surfaces. 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in hei ht and constructed with stud bearin walls, 1. The parapet shall extend n 9 Y 9 9 9 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with or NFPA 13D. isolated plain concrete footings supporting columns or pedestals are permitted. `- Exception: A parapet q P 9 - d wood for a distance of 4 feet on 8313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped FOUR SD COMMON. OE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire retardant-treate R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with)� inch diameter kin r sheathing, supported b not less throughout with an automatic sprinkler system. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL each side a the wall or walls or one layer of 5to inch Type X gypsum board is installed directly beneath the roof decking o 9• PP Y Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or 8313.2.1 Design and installation. P Y 9 the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � than nominal 2 inch (51 mm) ledgers atta 9 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL Z 3. A aro et is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the P P lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER) 20D COMMON AT 32"O.C. T&8 STAGGERED FACE NAIL AT EACH LAYER W rating. The wall shall be rated for exposure from both sides. deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 0- � R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. exterior balconies and decks that are constructed of open wood joist construction. TABLE R404.1.2(l)( ) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and m Exceptions: Minimum Horizontal Reinforcement for Concrete Basement Walls ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W w 1. Foundations supporting exterior walls or common walls. Section 8314 Smoke Alarms MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W LU I- 5. Townhouses separated by a common wall as provided in Section 8302.2, Item 1 or 2 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 0 ~ R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance WALL (FEET) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing v o n accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fre-resistance-rated floor/ceiling and with UL 2034. 5 8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP of THE WALL STORY connections shall have minimum average bending yield strengths as follows: n ksi for shank diameter a rs0. of (202 common nail), Z fire-resistance rating where tested i wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from tie foundation to the underside of the roof 8314.3 Location. Smoke alarms shall be installed in the following locations. AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than of pan but not larger than 0.1call and 100 ksi for shank diameters of 0.142" or less. 9 - o sheathing. 1. In each sleeping room. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically � ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP of THE WALL STORY W 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY w Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridgies, eaves and gable end n F T " 11 Exceptions: P P 9 Y F�+� 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or walls and 4 inches on center to gable end wall taming. E]13. shower. R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls shall have an equal or greater fin:-resistance rating. alarm in a location required by Section R314.3. 6i C-) MINIMUM VERTICAL REINFORCEMENT BAR self-closing device. Doors less than 20 feet 6096 mm horizontal) from a permanently installed cooking appliance. R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 0 R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire rated doors, equipped with a set I ng 1. Ionization smoke alarms shall not be installed ( ) y P Y 9 P - - SIZE AND SPACING (INCHES) wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: � from garage into habitable space: 45 min. fire rated with self closing device or automatic closing device. 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed Of a minimum MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, z m R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructedcooking appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER Fool OF DEPTH 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � No. 26 gage sheet steel or other approved material and shall not have openings into the garage. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. (FEET) (FEET) Do not backfill with any soil containing silt or clay. fire se separation. The arae shall be separated as required b Table R302.6. Openings in garage walls shall comply with Section R302.5. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. Z v R302.6 Dwelling garage P garage P q Y 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with WALL THICKNESS (INCHES) i garage walls that are 8602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing (� o o cn Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table R302.f shall not apply to g Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the 8 10 12 perpendicular to the adjacent dwelling unit wall. partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less � V individual dwelling unit. 8 7 NR NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. WTABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite well side at habitable areas. Garage ceiling: 5/8 y 8 5 ® 41 NR NR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations fortion 8315 Carbon Monoxide Alarms 10 9 6 ® 41 5 ® 22 NR exterior walls and bearin walls, fi ure R602.6 2 Notchin and bored hole limitations for interior non bearin walls & fi ure R602.6.1 to late U : n'�c8302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling8315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fre Code of NYS. g 9 ( ) 9 g 9 P P finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-tOd nails I•- h�8302.11 Fre blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) 2 �G1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than inch. z�_ 21.1 Vertically at the ceiling and floor levels. : I 1.2 Horizontally at intervals not exceeding 10 feet. f ` U /orizontal s aces such as occur at soffits, dro ceilin s and cove ceilings. , a > , L t `h ,io �.\ 12. At interconnections between concealed vertical and h p P 9I.J � `: af � ...:at.� J L_ . j1 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. free passage of flame and n approved material to resist the fr a L 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with a pp P 9 . . , . products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. Ifs � '^a' F'�_',t 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. T616023 BER 6. Fre blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation.R302.11.1 fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the . I.following materials. .�,r, ,^Y'T�' b^�, ,� r' W 1. Two-inch nominal lumber. UNIT 2. Two thicknesses of 1" nominal lumber/ with broken lap joints. 4 7 UNIT 48 2: � SHEET NUMBER 3. One thickness of 23/32 inch Wood structural panels with joints backed by 23/32 inch wood structural panels. Q 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. Z 5. One half inch gypsum board. 6. One quarter inch cement based millboard. (MODEL B_ 1 5 ) (MODEL B_ 2) U) " 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. W W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TRUSS IDENTIFICATION SIGN � 4) • TABLE X602.3(3) t- Re Requirements for Wood Structural Panel Wall Sheathing Used to Resist. Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z e , q W ;--q slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 E MINIMUM NAIL PANEL NAIL ULTIMATE DESIGN The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND/OR TIMBER CONSTRUCTION = 8 SPACING WIND SPEED V ult p g p 2. A flashing of an approved efastomeric material. 6" DIA. m MINIMUM MINIMUM MAXIMUM WALL (mph) N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the 9 pp REFLECTIVE RED �� � furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE PANTONE PMS 187 2 TABLE N1102.1.2 (X402.1.2) damage, the tank shall be installed in a pan constructed of one of the following: (PMS) # V � SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N Z = (INCHES) PANEL S AN (INCHES) (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component (V B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. \ / CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. v O �� Il U ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE V ■ a� 8d 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGc R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE � (1) •S(V COMMON R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. R R602.3.5 Braced wall panel uplift load path. (Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top 4 EXCEPT I \ WHITE U) = n s�>- story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Z '0 Ti m C _ practice. Section T101 Scope Z U `•� 6 `n 1/4" L X�v 6i N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 Gemral. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" OU Q Lu M M R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE = � u' 00 " extend over the to of the wall late to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 - For rafters at 16 o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B ❑ Span (ft) 12 18 24 28 32 36 42 48 P p ( ) p g Solar-Rea Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN V N1102.1.2 shall be limited to 500 sf 46 ms or 20 percent of the total insulated ceiling area, whichever is less. �' g 9 9 Uplift Force # 117 149 182 203 226 247 281 314 N1102.2.4 (X402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE RRUC1IVE WHITE IN t° COLOR Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1,32 for 140 mph, weatherstrfpped and insulated to a level equivalent to the insulation on the surrounding surfaces. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (� Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X181. P a R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4,SIGN OR SYMBOL and shall penetrate the wood not less than 5/8 inch. N1102.2.8 R402.2.8 Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27,87 m2) exclusive of mandatory access or set back THE SIGN OR SYMBOL REQUIRED NT THIS PART SHAH BY AFFIXED E THE ELECTRICAL BOX ATTACHED X702.4 Ceramic Tile. ( ) 9 y p TO THE IJ(11I210R OF THE RESIDENTIAL STRUCTURE. PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR N1102.2.9 R402.2.9 Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fre Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY used as backers for wall tile in tub and shower areas and wall panels in shower aretr shall be of materials listed in Table X702.4.2, ( ) floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL X702.4.2 Backer boards. Materials u P below grade or to the basement , and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94ril The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERIIFlCATE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the OF OCCUPANCY OR A CERI1FlCAlE OF COMPLIANCE 0 Backer Board Materials T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. f- TABLE N1102.4.1.1 (R402.4.1.1) 0 MATERIAL STANDARD T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled "For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE, lY FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. F- THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. r1QIE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z the front and back of dwelling units. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 TABLE X703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 9 D (EQUATION 16-8) 0 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. BE SEALED. D + S (EQUATION 16-10) 0 SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W (EQUATION 16-12) LL Ln a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 A^ L3x3x1/4 6'-0" 4'-6" 3'-0" KNEE WALLS SHALL BE SEALED. �� D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z L4x3x1/4 8'-o" 5'-0" 4'-6" WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. ❑ L5x3.5x5/16 10'-o" 8'-0" 6'-0" DOORS sEALED. DESIGN LOADS: TABLE R301.7 RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: L6x3.5x1/4 14'-0" 9'-6" 7'-o" THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE FOLLOWING LIVE LOADS: BCLL=tOPSF, AND BCOL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. F.., r--� GARAGE AND CANTILEVERED ALLOWABLE a. Long leg of the angle shall be placed in a vertical position. FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SPJOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR ,75". L� SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Rafters having slopes greater than L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 1� R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished Ceiling attached FOLLOWING INFORMATION: �'� 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO t0 rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING.FLOORS: 40 PSF 2. LOCATION O B RATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. !` B R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 (loge galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. ALL JOINTS. vertical attachment flange of 3 1% inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPA stud walls in accordance with Section X703.4. EXTERIORWALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilings w brittle finish L/360 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. w UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.2. TOP CHORD DEAD LOAD. L j �:) R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.3. BOTTOM CHORD DEALIVE LOAD. (n HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. 4.4. BOTTOM CHORD DEAD LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301,2(4)A Exterior walls With plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. V w F I anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel N1102.4.5 R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and 4.6. JU CONTROLLING WIND LOADS. m �J, v shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures X03.8.2.1 & X703.8.2.2. ( ) EXPOSURE CATEGORY: B FROM R3O1.2.1.4 L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested Exterior walls With brittle finishes ❑ [ T SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 6. EACH REACTION FORCE AND DIRECTION. 1�4 O Mason veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ivies embedded in mortar or grout and extending I recessed luminaires shall be sealed with a gasket or caulk between the Exterior Walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY X703.8.4 Anchorage: Masonry PP 9 in accordance with ASTM E 283 ata 1.57 sf 75Pa pressure differential. Allg into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie p . ) pfrom seismic provisions of code per housing and the interior wall or ceiling covering. X301.2.2) LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. > �� fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (X402,4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 94 P (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. X703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., X401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. - including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and G;. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (X403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. � [___� Systems NOTE: Soils with clay or clay and silt will require a redesign � � [-3 inch in diameter. Weepholes shall be located immediately above the flashing. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: 14.2 Fire Separation. Polypropylene sid'in shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE X703. p9 feet (3048 mm) to a building on another lot. N 1103.1.1 (X403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling ABBREVIATIONS Exception: Wags perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: E_ U Roof drainage in areas where ex onsive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION(EQUATION LZ X801.3 g p p 9 A.B. ANCHOR BOLT D + L (EQUATION 16-9) that will collect and discharge roof drainage to the round surface not less than 5 feet from foundation waII;I or to an approved drainage stem. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21 C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE � g g g pp g system. 78'F (26C).( A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING =)than R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 302.1.1. ADJ. ADJACENT/ADJUSTABLE EA EACH LVR. LOUVER R. RISER D = DEAD LOAD, L = LNE LOAD, 0 R802,4.2 Framingdetails. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD L.T. LAUNDRY TUB RND ROUND E.J. EXPANSION JOINT with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: valla and his there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not: less in depth than the cut end of the rafter. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR ELEC. ELECTRICAL S.C. SAWCUT TCLL = 40 PSE, TCDL = 10 PST, AND BCDL = 5 PSF valleys p ELLS/. ELEVATION MAS. MASONRY Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to ccrry and distribute the specific load at that N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE EQ. EQUAL MAT. MATERIAL SHILF SCHEMATIC TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where fess than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX. MAXIMUM SHL. SHELF ® AT MDO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION SIMILAR Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by 0 wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MIN. MECHANICAL SIM. FOLLOWING INFORMATION: BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. accepted engineering practices. N1103.3.2 R403.3.2 SealingMandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. EE. EACH END R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated ( ) (Mandatory). Py BLDG. BUILDING STR STEEL 2. LOCATION B ALL JOINTS. timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are Exceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. P spray P P PP J / FLOOR COVERING CHANGE MTL. METAL SUSPENSION 4.1. TOP CHORD LI LOAD OR SNOW LOAD. 1. Air-impermeable s ra foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C SUSP. SLIDING GLASS DOOR 4.2. TOP CHORD DEAD LOAD. specifically considered. SGD thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SQUARE 4.3. BOTTOM CHORD LNE LOAD. n X802.8.1 Bridging. Rafters and ceiling joists having a depth to th 9 pp continuous) welded joints and seams, and locking-type oints and seams of other than the snap-lock and button-lock types. BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SQ' 4.4. BOTTOM CHORD DEAD LOAD. l � l blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 11 P yP BRK BRICK FLR. FLOOR TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. H c'i o � `' •' a; 8 feet. N1103.3.3 (X403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. TB ¢ �., N ui - 's noted on Ian. Connect with tecos for header N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall CL BASEMENT F. FIREPLACE T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. p N �, �; �; X802.9 Trimmer joist: single header and trimmer for openings up to 4' 0" and doubted over 4' 0" unless otherwise n p CENTER LINE O.C. ON CENTER 6. EACH REACTION FORCE AND DIRECTION. CL F.R. FIRE RATED TOS TOP OF GRADE SLAB - " and greater. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY joist spans of 6' 0 a g FIRM FRAME TFW (E.G.,( ) accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation stall not block the free flow of air. Not less FT. FOOT / FEET 'T'yp TYPICAL than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN FTG FOOTING OPT, OPTIONAL T •��D 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. p p N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPUCES. Code as amended), the 2015 International Residential Code as amended), or the New York Cit Construction Codes, as applicable, or with other approved GA. GAUGE TR TOWEL ROD 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Section X807 Attic Access ( ) ( ) y PP PP COND. CONDITION OZ. OUNCE TRPL TRIPLE Attic access. Buildin s with combustible ceilin or roof construction shall have an attic access opening to critic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. X807.1 g 9 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling G.C. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE 12. REQUIRED N CIN LOCATIONS. CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. z CO GEN. GENERAL PC POURED CONCRETE framin members to the underside of the roof framing members. Section N1104 X404 Electrical Power and Lighting Systems CTSK. COUNTERSUNK ' DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFfSTOPS SHALL BE g ( ) 9 9 y GYP. GYPSUM VERT. VERTICAL INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIODE THE CONCEALED) SPACE INTO APPROXIMATELY EQUAL AREAS. 9 C.O. CASED OPENING � a_ The rough opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only G.L. GLUE LAM PBD. PARTICLE BOARD V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z z z o z z Z � cc g p g CANT. CANTILEVER accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. PL. PLATE WASHER FOLLOWING CIRCUMSTANCES: Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE HDW HEIGHT W o 0 0 ¢ O o g J Z) PNL. PANEL WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. > > > w n access measured vertically from 'the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CEG. CEILING HDWR. HARDWARE W/ PWD. PLYWOOD N qSection M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY yyp• WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w 2 m m U located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WWF WELDED WIRE FABRIC removingpermanent construction, other appliances, or an other piping or ducts not connected to the fiance being inspected, serviced, repaired or HR. HOUR PR. PAIR WALKOUT co P PP y P P 9 PP 9 P P WO OR W/0 Section R902 Fire Classification replaced. A level working space not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be provided in front of the control side to D DRYER PROJ. PROJECT PROJECTED p 9 P p ( y ) p HDR. HEADER / WNpyy WINDOW TYPICAL ROOF & FLOOR TRUSS NOTES: R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. Q DBL. DOUBLE PSF POUNDS PER SQ.FT. � ere the edge of the roof is less than 3 feet 914 mm from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal I.D. INSIDE DIAMETER • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N jurisdictions designated by law a.. requiring their use or where g ( ) DIA. DIAMETER P.T. PRESSURE TREATED roofingrequired b this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. q y DTR. DIRECTION R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DN DOWN INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO i 703. Class A B or C photovoltaic ane) system shell be installed in jurisdictions designated b law 1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. identified with a fire classification in accordance with UL 2 p p y J 9 Y M g pp 9 9 DR. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE • TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND � as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. above the floor in garages. DW DISH WASHER RMS, ROOMS I- va 45 degree bend and JT. REINF. REINFORCING REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTA11ON AND PROVIDE Z W R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35 from the connection to the transition duct and reduced 2-1/2 inches fore every g DWG, DRAWING JOINT REINFORCING, REINFORCED installed per manufacturer's s specifications, to maintain product warrant . Car down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W (� R 905.1.2 An ice barrier/ water shield shall pp P y Carry HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L 0 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A• Exhaust duct size shall comply with code section M1506. higher. Ice protection requirements per table X301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less • TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 0. 9 p • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 M BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that � Y slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the W W w underfayment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member GRAPHIC SYMBOLS R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: Z ^ v o p 9 g - All general notes unless otherwise noted on plans or product specifications. gage [0.105 inch (3 mrl shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to 02426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of 0 � the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. � 9 Q penetrate through the roofing materials and not less than /. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is P ® STRUCTURAL CALL. REFERENCE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W n less than '/. inch (19.1 mrrl) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DET DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. 0 W v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. SHT c� - General contractors and subcontractors to review these construction documents upon receipt from architect vertical sidewall onto the roof or into the utter. Where sidewall is provided f The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening L_ FLOOR FINISH CHANGE ❑ or into the gutter. Where siding is provided on the ertic g g p and report any and all discrepancies including any dimensional conflicts, immediately to architect for the vertical side wall, the vertical leg of the flashing shall l continuous under the siding. Where anchored masonry veneer a into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent �\ corrective measures prior to construction. W provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be termination clearance. f, # I DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. J cOl l provided in accordance with Section X703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into DET DET �� - The general notes and typical details apply throughout the job unless otherwise noted or shown. I- V 0 R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adja,:ent segments of drip edge shall be the building. _ _ _ BUILDING SECTION ~ overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1,4 incl) (6.4 mm) below the roof sheathing SHT SHT �_ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when c the opinion of the K m \/ PARTITION TYPE contractor, o discrepancy exists, the contractor shall promptly report it to the architect for proper � � iLi and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section 02439 (614) Clothes Dryer Exhaust adjustment before proceeding with the work. < deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underfayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their Z W over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. construction shall be of the some character as for similar conditions that are shown or noted elsewhere on 0 _ R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section X1001 and the applicable provisions of Chapters 3 02439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust the construction document set. W , - .. and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers Instructions. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent �pt3� . �x with manufacturer's and supplier's recommended installation procedures. U ��' ti� cI<, than 3 feet above the highest point where the chimney passes through the roof. Section P2607 Waterproofing of Openings F- O ��`, P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastameric material shall be installed - The architect has not been retained to perform framing inspections and / or field inspection. The architect Section R1004 Facto Built Fireplaces is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 2 . . ,h -1 rY- P in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W r_; . built fireplaces shah be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS , 8 NYCRR 69.5, ENTITLED 0 \ ;_ P R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA / system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. �'' R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. Energy Efficiency OB NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout O L V O the attic space. The markers shall be affixed to the trusses or joists and marked with tha minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer, W UNIT 4 7 UNIT 4 8 T7 T7 SHEET NUMBER 0- r__", 2011 (MODEL B 1 5 ) (MODEL B- 2 ) W 0 - I I . - COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, Cf) CONNECT KIN6 5TUD5 TO TOP PLATE F- 66-W X LI"MN. ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL 5TRAP Z ATTACK TO EACH PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb E 05-20 X 24"MN X OPPOSW RAPTBRS CRIPPLE 5TU05 ATTACH'0 EACH PAR 2x AGQ LE06ER W/2-3/8"x5"LAG � TOP PLATE I b"O.G. OF OPP051N6 RAFTERS RDGF RAFTER, BOLT5 0 Ib" OC INTO 5TUD5 U � ' � PLAN Roof S� FLAN! 51MPSON STRONG-TIE 2X BLOGKIN6 0 �, C) 6 A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR CEILING J015T OR GABLE ETD ' O W 0 rn `m W/STRON6BAGK5 0 SN,Pr,SN STRONG SNP"STRONG - _ - TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. '� j F-' .�� .� U) SIM-,ON STRON6-TIE H2 8D NAILS -TE KL5 TE tib H3 IIII EV STRONG TIE �NAILS.�,• RDE STRAPS 5FW11 pE ATl•K.tfD TO EACH PAR GF CPP05R46 RAFiH25. ALTERNATE TO RIDGE STRAP, H3 O EVERY RR RAFTER TO STUD AND KIN65 U TYP. :R06E STRAPr ARE NYIT REQ WtE1J GAlAR T1E5 OF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) WHEN 5TW5 AND 051E IN COMBINATION ONLY WHEN STUD5 AND wmR& v,6 OR 2X4 amn ARE L06ATW N TSE UPPER THFP OF THE UPPER THIRD of 4 R Arnc SPACE FOR ATTIC SPACE AN)ATT&W TO EACH PAR Of RAFUS W/4-Wd NAILIZAFTERS W/4 IOL AT EACH RAFTEW S AL16N 'RAFTEF 5 DO NOT AL16N GS-22 STRAP AT ,= v�ioZ - EAGH STUD,SEE � � � U �•5 �u'> DETAIL 4 ADER O I` x fn M L5U26 FOR 2x6 RR 1.51,128 FOR 2x8,2XIO,OR 2x12 U wo � FRAMED OPEN 6 It U ti N 000 WINDOGJ OR Y` I Dc�E ST�ZAP DETAIL / -RI DCE STRAP DETAIL SIMP50N STRONG-TE 2x4 OR 2xb 7- OR DooR ( M L LII O EVERY GJ STUDS® Ib O.G. (FOR CATH.GLt35 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO SPEGIAI UPLJFT a 2x AGQ LED6ER Yd/3/8'x5" LAC, CONNECTORS REQb qyN.Q LOCATE AT EVERY-RAFTER // (�)N�.T LOCATE AT EVERY RAFTER BOLT O I6" OG INTOSTUDS 5TRAPPIN6 TO BE I-1/4"X 22 6A. IN THIS AREA 6ALV.,SEE DETAIL 4/01.ALL 5TRAPPIN5 T1�STi r H 5 / TO BEAR A MIN.OF 10'ON FRAMING. -- �"SHEATH*150 K; •`� r� // PORGH ROOF CABLE END WALL -TE W OR HIOS 8D NAILS TYP. / I0 STRAPP I NC DETAIL I I DETAIL AT ATTIC FOR U5E WF�15�5 ANp USE IN COMBINATION ONLY MEN STUD5 AND _O AL16N ��DO NOT AL16N N.TS. NLTS. STRAPPIN6 TO RUN ONTO RIM J015T,5EE I- DETAIL q/DI(ONE STORY)OR ONTO 5TUD U AT WALL BELOW(MO STORY) TIES J ANE TE I ROOF= RA�TE�. HURRI G - \ ° N.T.S. LOCATED AT EVERY ROOF RAFTER \ ° ° Z \, ATT I G ° ST-RAPPI NC DETAIL o ,P0� � I2 I=OR FRAME GONNEGTI ONS 0 W CAP ° Ln WX E66q,4 AT US DI NTS. O T 2ND FLOOR M� Qj� 0) PRE-CENf N (1)1x " n n 4-I6d FAGS NAILS FROM Z STRAP ,X 4x PROVIDE 3 X3(6 X3 WA5HER PLATE AT ALL ANCHOR BOLTS KIN6 5TUD INTO HEADER---\, / Oggp9 5ECURED BY WOOD SILL PLATE5. / GOLUMN POST TOP ANGHOR srART WLS TREADED ROD W ANCHOR LATE. MAY BE USED IN LIEU OF w EW LBJ6T11 / LAGAT E AT EVERY COLLI-W&ROM CONNECTION H/2"IP FRGNI PROVIDE 3"X6'X.G96'6ALV.STEEL PLATE W/ N.TS. gT� b-8D NAILS AT CORIER5 AND INTER5EGTIN6 It'MN (4)NAt_S MN N �/ NAILS 51MP5ON L5TA12 STRAP W/ �"LEtJ6TH�) WALLS. 3'X12'X.036'6ALV.STEEL PLATE W/ i \ T ���NALS 12-WKALL NAILS AT AT BUTT JOINTS IN STRAIGHT I WALLS MERE THERE SINGLE PLATE OR HEADER 5-100 NAILS EACH END AT BEAM CLEAR SPAN RFIjD 2Xb KIN6 5TUD5 N.0.N); EACH JACK 5TUD GUT LENSTH l ) NAS 24'MNINIUM LAP SPLICE ONE AT SPANS UP TO b FEET O TWO FOR SPANS 6 TO 12 FEET THREE FOR SPANS 12 TO I6 FEET 2X6 JACK STUDS(UD N), 5/4"A A307 ROD THREADED b"BOTH ENDS. 12-160 MIN.NAILS ONE AT 5PAN5<6' AT ALL 5PLIGE5 TWO AT 5PAN5 FROM V TO 12' W PRINCE MN END gpnplt pRE-pB�f u9 3/4"AND I"ROD AT 51MPSON STEEL STRONG WALL,SEE PLANS DISTANCE Cf i/S' EW LErrbm IST FLOOR NAIL 5 THREE AT Si'AN5>12' Il"MN SIMP50N POST BASE UNILE55 NOTED OTHERWI5E ON PLAN 4)NAILS MN N ( ABU44 OR ABU66,SEE PLAN UPPER STORY 5HEAR 2"4''X3"WASHER PL W/NUT EACH SIDE m r ^ (. -CS-22 COIL STRAP WALL TO 61RDER EXTERIOR WALL D riTn � _ _ _ ALTERNATE ANGHOR BOLT DETAIL @ (� FLOOR TO FLOOR TIES I I I BELOW GONNEGTIDN Q ��=�ATI \ l 1n•mHOOKEDAMG+IORBOLTw/r EOR 5ET BACK WALLS HDU HOLD-DOWNS AND ST�RONC WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. EVERY STUD I \\ FOUNDATION 2 j MBOLT NU 5'MINIt�1 EMBEDFENT I� I✓ I� N.T.S. I OOL STRAPS LIM SYEATI11N6 PRONDE NOTE Sd COMdCN(0131 x 25'LIfiJ6)NAILS. I \\ N.T.S. U 60L STRAPS 0�5fATIft FF&M 10d 60*a DA x 3'11.T16)NAILS. \ H ( I \\ COLUMN POST BOTTOM ANGHOR \ 6 ALLOWABLE HOLES - U LOCATE AT EVERY GOLUMW GIRD£R CONNECTION pffn xNcnoRID 8D NAIL®6'0/0 AT ALL PANEL EDGES n N- To rur VMEY Lac 16D NAIL® 24 0/G \ as wus ra NNIID IbD NAIL®24'0/G V 055 OR PLYWOOD LVL Headers and Beams Z As rsz wrcLA HIP RAFTER, 5IMP50N HGP HIP SHEATHING Microllam® LVL � Rei IUFTfR 5EE PLAN INTERIOR 1.3E TimberStrand® and I (4)NAILS MN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the y,depth U NOTE:VIRE 24'WIDE MINIMUM FULL HE16K ( Il"LENSTM(TYP) 0 hole zo largest hole minimum 0 WALL RETURN IS PROVIDED AT ENDS OF BRACED WALL LINE THE 800#HOLD"MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH t3/4'MK Ir LENX�TH(MR) \` V INTERIOR - 51DE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF I SIMPSON BP WASHER ° o AT ALL PANEL ED6E5 d o 0 0 LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL 5iEATHIN6 TO I SILL PLATE W/8d 2x ACO SILL PLATE. DOUBLE EXTERIOR GYPSUM BOARD - - - - - - - - 0 0 0 0 NAILS o 4'0/G SILL AT FULL BA5EhENT5 J T'MINIMUM 5/8 DIA.STEEL ANCHOR - - _ - - 60 NAIL® 12'0/C AT ALL Microllam® LVL and BOLTS MAX.2-VOL. ix W MAT VAIEY Parallam®PSL EMBEDWMEMBERS NOT AT PANEL EDGES G5-22 COIL STRAP JYac 5TR/P TO RATER allowed hole zone � EXTEND BATS MIN.7'INTO �•�' middle ya span FON.WITH T16HTENED NUT t 3'x 3'WASHER TO EACH BOLT. (2)2 x b AGQ SIMP"LTP4 RATE NALED TO sill L41_srRw 15/32"056 OR PROVIDE TERMITE SHIELD SILL INSIDE CORNER OUTSIDE CORNER x4 CONTINUOUS BAR SLL RATE RIM MD SILL PLATE®W0/6 AT WH�MM PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d �_ �_ r� L5TA36 W/10 IOL NAILS SEAL AND MAINTAIN 8'MIN. INTO 51W ABOVE AND I"WD TO FINI5HW 6RADE MSL AS PM W!IV WFLM. H M o r` co LOCATED 2'TO b' vAutY,Nuc rlra�.cr5. BH oW(2 EACH CORNER) FROM Ta'OF K �� PLAN VIEW PLAN VIEW General Notes ¢ N N N ri r� N �; Tall=2,g8o>R COIL STRAPS UNDER 5HEATHIN5 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP �p o N N M M f0 '- SEE FOUNDATION PLAN STRAPS OVER 5NEATHIN5 PROVIDE.10d COMMON(0.131 x 3'LONG)NAILS. E\/TERI/I GOR ER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OYER OR F=ALSE VALLEY PLATE HIP GONNEGTI ON /\ lJl� lJltl`L DEPTH HOLE SIZE headers and beams only. es only nd STORY GORNER GONNEGTORS T"rPIGAL ANCHOR BOLT STUD TO RIM JOIST TO SILL PLATE 5TRAPPINC DETAIL WALL I'RAMINC 5y 1Y4" : Round soilncantl vers. -� I� KT5 18 N.TS• 7Y4"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVERY CORNER ce) N.T.S. LOCATION AS NOTED N.T.S. LOCATE AT EVERY STUD N.T 5. N.T.S. DO NOT cut,notch or drill See illustration for Allowed Hole Zone holes in headers except as z CO indicated In illustrations Z and tables. g g cn a a <n Z co co � N Z Z Z O Z Z Z A MINIMUM OF TWO BRACED WALL LINES(allQ AREizEQUIRID IN EACH DIREWTIONI OF A BUILDING. BWLS SHALL NOT BE SPACED EXTENDED STRAP MD WALL 9FEAn" n WALL SFEA I I O O O F O O w MORE THAN 60 FT APART. WALLS WITHIN A BVL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL- BWL LOCATIONS ARE NOTE: TD TOP OF POM'WALL r U9®-��I I TD TOP A'PONT WALL r USED�� � > > ¢ > > d Q D INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 2N T MAX PONY WALL MAY BE I I � � � W w W_ m m U 61F'cG N DITIZ tiC1D0AM AT GS•i�15P WWO A BRACED WALL PANEL(GWP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER WALL END M&S(TYPE A).HP U AS Rl!�URIT EvI OF BWP'S SHALL NOT BE eREATE9R THAN 20 FEET. I FSE SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXCEPT AT AT DRAICED WALL DETAL5 G AND D. WALLS<Ib FEET LONG MAY HAVE ONE 48'OR LON6ER BWP. BWPS ARE TYPICALLY CS-W5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A 3 I/2'WIDE LVL HEADER(5�PLANE N "T MALS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LEN6TH OF BWP 15 REQUIRED. GONTINJOUS TO OUTSDE of PANEL BW TYPES ARE INDICATED ON FLOOR PLANS. ® -3/8'0 THREADED ROD Z kD v J ® G5-WSP GONTINUJOUSLY 5HEATHESJ BRACED WALL PANELS(TYPE A)%HALL MEET NOTE,WHERE 24"WIDE MINIMUM FULL NE16Hr ' GOMTINUOT DE MIN DEEP HEADER TO � CONTINUOUS Ill'4 MIN DEEP HEADER TO THE MINIMUM LEN6 OF TABLER602.105. NAIL 1(a MINIMUM WALL WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH 8d NAIL5 O b'O/G(EDISM)AND 1210/0(FIELD)AND PROVIDE.2X OUTSIDE KRB STUD(SEE PILAW OUTSIDE KIN6 STUD(5-1 IAN) PMEL E9GE Z G5-W5P BRACED WALL LINE THE 800# BLOCKING AT ALL UN5UPPORTED PANE..ED6E5. PROVIDE 600 POUND HOLD" FASTEN�'YOI LINE TO HEADER W/ PASTIL S' 30/6 IN C HEADER W/ HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE 8D NAILS 0 3'O/G IN EACH DIRECTION 8D NAILS 0 3'O/G IN EACH DIRECTION W C___r EITHER A 24"MINIMAIM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BWP. SIMP50N LSTA24 STRAP ON BOTH 510£5 AND 5IMP50N L5TA24 STRAP ON UN5FEATNED TRIM TOP OF PANEL A5 REQb LL �+ U EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS � NAGE NU I6-IOD NAILS z LL TABLE Rb02.105 MINIMUM LENGTH REGIUIREMENT5 OF G5-W5P �4'S05 SCREHS 1 m FASTEN TOP PLATE TO HEADER W/2 f- FASTEN TOP PLATE TO HEADER W/2 N- W Q W PORTAL STRAP51/2'FROM EVOE ON CONTINUOUSLY SHEATHED BRACED WALL PANELS RO.6 OF Ibd NAILS 0 3'O/C Z ROWS OF Ibd NAILS o 3'0/G WALL MIN PANEL BOTH SIDES(4 STRAPS PER PAINED Y �L AJAGENT CLEAR MINIMUM LEN6TH OF S HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL PANEL.SHALL HAVE A LE"TH'L'OF NOT PANEL SHALL HAVE A LENGTH'OF NOT v HEIGS(FT) WID 8"L' Q _ ` U Q 5IMP50N CM COUPLER NIT <64" 24" LE55 THAN Ib'FOR 8 FT WALL,IV FOR g LESS THAN IV FOR ONE STORY AND 24'FOR f`•/� FT WALL,AND 20'FORA 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION, q 32' SIMP50N SWSB STRON6-WALIL 5B Z 8 "TO 36.* XX PLAN FOR ACTUAL LENGTH SEE PLAN FOR AGTUAL LENGTH 10 34' PANEL,VERIFY PANE.15 PLU 13 0 <64' 2T" 6YP�5 M BOARD "66"BRACED WALL PANELS(TYPE 5)SHALL BE Q II 38" 4 ANCHOR BOLT OR q 64"TO 80" 30" 48'MINIMUM IN LENGTH ON EVTI4 SIDIES OF WALL PER TABLE � 12 42" MOTE,DETAIL APPLIES ER W �� n APH 51VE ANCHOR 80'TO qb' 41" 'R602.105. SECURE&6YPI BOARD WITH bd COOLER NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEAD <64" 30" Agl5'X IX 6YP51JM BD NAILS.OR Aq8"X 1%'AN IAjAR'RINGED p El (� NAILS O 1101C,(EVISE5)AND 1001r,(FIELD). BLOCKING IS NOT - r 10 64'TO 80" 30" 'FXWRED AT UNISUPPORTED PANEL EDI WHEN PANEL5 ARE BLOCKING AT PAM E06E5 BLOCKING AT PANEL I7�6E5 fV ❑ 80 TO qb' 38" INSTALLED HORIZONTALLY. PROVIDE J015T OR TMJf OR FULL x 'Partial credit for panels 36`to 48"wide Per RbO2.1052 HEI6HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KING STUDS ONE JACK AND KIN6 5TUD5 BLOCKING AT PANEL EDGE5 "L"EQUAL TO W TYPIGAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN IM"%EATHIN5TOEACHSTW FASTEN 7nb•SIEATH1N5TOEAC44STUD TWO KIN6STUDS E"--i } FRAMED FLOOR ( A STUCTURAL PANEL "CS-WSP" - TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL w eo COMMON NAILS 0 3'olG AND SILL W/so COMMON NAILS 0 3' FASTEN T/I6'SHEATHING TO 5TW 0 co NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL IN 8d NAILS 0 4'0/( w PORTAL DETAIL"A'ONLY APPLIES U TO 2 FT TO 18 FT WIDE OPENINi65. SIMP` DONN i Y 14-1/4 SD5 SIM SON HDU2 HOLDOM W/6-114' Z `� 9�:N-TS. 505 5GREi^S IF NO FLOOR ABOVE. SCREWS IN DOUBLE END STUD U' � � 0 TABLE 602.10.3(0 BRACING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HDU4Z-6IHOLD"W/lO 114'50. PANEL TO 51T DIRECTLY TI 7OP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/21 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. CONCRETE FOUNDATION Wn4LL 0 SNf-ION DTTIZ NGtD0M AT 6 -WSP WACW WALL HE16HT5,AND 2 BRACED WALL LINES BOLT WITH 2'X2'X''(6'PL WASHER V2'4P ANCHOR OR EXPANSION BOLT ADJUSTMENT STORY CONDITION ADJUSTMENT -- OVER 2-1/2'm ANCHOR OR EXPANSION BOLT U S , WALL END PAN35(TYft:Al HPU AS REQURID BASED ON SUPPORTING FACTOR ®I AT WAC0 WALL DETAILS 6 AND D. 5TORY BWL 5PAGIN6 CONT I ETHOD 6B •4 BAR CONT IN TOP OF CONCRETE CONCRETE POWATION �4 BAR CONT IN TOP OF CONCRETE >B TIE 5HEATHIN6 EXPOSURE CATEC70RY ONE STORY G 1.2 FOUNDAT1oN FOUNDATION 10 t4 BAR CONT IN TOP AND BOTTOM Q c`, .0 8 ICD NAILS AT DTTIZ EXPOSURE CATEC70RY ONE STORY D 15 ® TOP 10 2.5 5 5 EXPOSURE CATEGORY TWO STORY G 13 PA05-18 ANCHOR BOLT OR%' OF CONCRETE FOUNDATION 51MP50N 56U8X24 OR PABT-18 ANCHOR 4' < 20' S.0' 10.0' EXPOSURE CATEGORY 1T�10 STORY D I b ROD NU WASHER PLATE,SEE DETAIL 15/01 EiOLT OR Ya"THREADED REQ AI ROD = T� - TOP EXTEND WALL SHFATHIM6 OVER RIM JOIST NAB5-18 ANCHOR BOLT OR%'THREADED ROD W/WASHY PLATE,SEE DETAIL 15/01 / OVER ® TOP 30 7.O' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 15 FT WIDE OPENINGS. � ROOF NAVE TO RID6E ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTTRIBUfIN6 L.EN&TH OF 48"TOWARDS R602.103(I)MINIMUM LENGTH WALL TO BE USED ON FIR5T FLOOR APPLICATION ONLY.PANEL HA5 TOP 40' q,0' 18 rj' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS F BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUT�N6 LENSTH OF 48•TOWARDS Rbo2.10.3(U MINIMUM LFN6TH SIN�50N STRONG WALL REQUIRES IN61rr FD DESIGN 70 E REQUIRENIEMS FOR BRACED WALL PANELS AT 13RAG�WALL LINES. TO DETERMINE PANEL SIZE AND1 ANCHOR BOLTS FOR ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 13 U5H7 ON FIRST R00R APPLIGATiON ON-Y. ACTUAL HORIZONTAL DESIGN WAND LOAD AND CONDITION TOP 50' 11.01 23.0' ROOF EAVE TO RI06E ROOF+2 FLOOR 15 FT 1.1 TOP 60' 13.0' 275' ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP 11 11 SIMPSON STRONG WALL JOB NUMBER WALL HEIGHT ANY STORY a FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW 3/MP ANCHOR BOLT OR , WALL HEI6HT ANY STORY q FT OAA (E�_DETAIL - TYP E F 2016023 ADHE5IVE ANCHOR BOTTOM OF 2 10 s.o Io5 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPED DETAIL - TYPE E BOTTOM OF 2 Zo' q,0' Iq.O' WALL HEIGHT ANY STORY 12 FT I.1 C NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCAIE PEER ENGINEERED METHOD W °o' o WMBER OF 01 PER PLAN DIRECTION AT STORY 3 13 " ° o BOTTOM OF 2 30' 13.0' 2q 5' RHOM OF Bt^A.PER PLAN DIRECTION AT STORY 4 1.45 SHEET NUMBER Q 2 BOTTOM OF 2 40' 17.0' 36.0' NUI OF EHL PER PLAN DIRECTION AT STORY 5 OR MORE 1/0 GYP IE FINISH OOD C FROM INSIDE FADE OF BHP 1.4 21 B RACED WALL PANEL DETAILS a HOLDONN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TD METHOD GS-W5P ONLY M DEL B- 15 4 (MODEL B- 2 U)GYP BD FA5TENING ANY STORY 4"O/G 0 1 UNIT 4 7 ( O ) UNIT 8 ) 9�NBOTTOM OF 2 b0 25.0 525 APPLIES TO METHOD 6B ONLYD 1 NOT TO SCALETS. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA INDIGATE5 LOCATION A Z W 10'-0" HIP WIDTH OF FIRE RATED ROOF d W WALL 5HEATHIN6,4'-0" B2-5 ? E FROM CENTER OF 4--p" 4'-p' RIDGES TO ALIGN FIREWALL-EACH SIDE (NO VENTING) (NO VENTING) U m o +-� U U RIDGE VENT RIDGE VENT Z ^V, 0- _ W ` 0 � o � co I- u) ti a-" xv m� b"AZEK TRIM BOARD 1"X S"AZEK RAKE -F-" N} I"x 3"AZEK TRIM m N.r Z U cd'o 6UTTER5 d LEADER5 ALL GUTTERS d LEADERS SHALL BE BAKED O Q wo m WHITE ALUMINUM .032"MIN.6AU5E,GUTTERS 12 HARDIPLANK H01�( XX 5HALL BE 5"5EAMLE55,0.6.5TYLE W/ALL q CLAP SIDING /// 12 12 U r o0 GUTTERS +E LEADERS = �' m RELATED d REQUIRED AGGE550RIE5. LEADERS q q ALL GUTTERS d LEADERS SHALL BE BAKED ❑ (� ch 5HALL BE MIN.2"x3",.021"6AUCE W/GLIP5 d WINDOW I2 WHITE ALUMINUM .032"MIN.GAUGE,GUTTERS sf ANCHORS. CAULK +€ SEAL ALL JOINTS. PITCH +/- I I SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL `�° GUTTERS MIN. 1/&"/FT.4.PROVIDE P.Y.G. _ b HIGH BLIND RELATED d REQUIRED ACGE55ORIE5. LEADER5 FLA5HIN6 5HALL BE MIN.2"x3",.021"6AI,6E W/GLIP5 d °- 7�A REGEPTOR5 b"ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). 1P� 2 12 +/- I I ANCHORS. CAULK 3 SEAL ALL JOINTS. PITCH 2446 6UfTER5 MIN. 1/5/FT.PROVIDE P.V.G. RECEPTOR5 b"ABOVE GRADE TO RECEIVE 12 12 R0:2'-4' I"AZEK SH�TING 12 LEADERS(CLOSED GAP DESIGN). 12 Q b"HIGH BLIND p 2 �'+c \ \�q r O - w FLASHING 8`AZEK �- - \ - ' - - - - - - - - - - - - - - - RIEZEBD. 2-1.1 ASGIA BD. \ j Ixb FASCIA BD. DINING AREA - - - - _ Q PLATE HT. 1'-0, - - — / /i - I` BREAKFAST 111 OH. ���,�z� 1'-0' I-0 Ixb I" 0 GL05ET OHS ®+ U — LLJ 2'-p" 12'to" 12 Y PLATE HT. /�. /i / OH. i 0 LINE OF ROOF i i ' 0' / 2 0 u 0 i O- Ln TRU55 BEYOND 11 q I I"Xb" AZEK 0 JI_�� J --i - U Z MM _ 1 i LI - - // � I - U� L �1 LJ i i FRIEZE$D. O l `` ' JJ cz FEI�l El (3) 2x8 P.T. 61RDER 10 AZEK = BEYOND FRIEZE BO. i i o N�_ = x = i i' LWALL BEYOND ROOM o Ixb FASCIA BOARD 1TRIM� i i / / aTFT i / , i t COLUMN® GO D j —COLUMN® COVERED i i PORCH BEYOND PORCH BEYOND i i / f� = i i i -� FIN. 15T FLOOR f _ _ / / F N. 0 _ i T _ _ FIN. 15T FLO O 51MP50N 110526-3 FACE " _ - p _ ELEV.+0-0" ., MOUNT HANGER ELEV.+0 O ^ - cv - - - - - - - - - - - - - - - - - - - - - - - - - - - ♦- h� - - T;7 (3) 2x12 P.T. GIRDER BEYOND - - - - I - I - - - - I - - - - - - - - - - - - - - - - - - - I I I"X6" AZEK I EXTERIOR WALL I I cW - - - - - - I I m SOFFIT::j I I HATCHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK SHINGLE 51DIN6 I I Ix AZEK TRIM $OARD OVER I I I I I I INDIGATE5 LOCATION ALL SIDES I ALL SIDES I -TYVEK OR EQUAL I I m OF FIRE RATED ROOF"af I I -1/ib"05B SHEATHING " I I ❑ - - - - - _ 10' GIRDERS(TYP) I I I I WALL 5HEATHING,4-0 -2pb WOOD 5TU05® Ib O.G. o u�ui�ui�i oH. I IP4 C) v u w w 51MP50N 51,52-3/b P05T FROM CENTER GAP ANCHOR FIREWALL-EACHOF b R-Iq BATTS i 1., 10 5QUARE H64 6 PERMA CAST I I I I I I I I I I L J COLUMN#46382 W/SQUARE 1 FLAT GAP 4 BA5E (OR EQUAL) CORNER COLUMN TO BE I I I I I I CL 2 HR 5EPERATION I I I I = 4" 2'-0" i PROVIDED W/5PLIT KIT BASEMENT I I I I I I WALL PER UL#336 — _ _ - _ I_ _ _ _ I _ _ - BA5EMENT Q 1 6xbP.T. P05TWITH51MP501J - - - - -rl- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - - - L- - - - - - - - - - - - - - U ASUbbP05TBA5E (TYP - A.LI L - -1- - - 1- - - -� - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - L - - - - - - - - - - - - - - - -�- -I V F- 1 i Z COLUMNS) UNIT 48 UNIT 47 ( 15 ' PORCH). ONT ELEVATION o TYP. REAR COV. PORCH DETAIL , MODEL B-2 (MAGNOLIA) B A 5 MODEL B (JUNIPER) 14„ _ i,_0„ o 2 HR 5EPERATION A WALL PER UL#33b 62-5 TYPICAL ROOFING: 4'-0" 4'-0" ARCHITECTURAL 12 (NO VENTING) (NO VENTING) TYPICAL ROOFING: 5HIN6LE5 15# FELT —1 q RIDGE VENT ( ARCHITECTURAL SHINGLES 15# RIDGE VENT FELT UNDERLAYMENT ui � � r � r - N � UNDERLAYMENT ROOF VENTS 5/b" PLYWOOD 5HEATHINC ¢ N N N M ti m N ❑ 5/b" PLYWOOD 5HEATHING GUTTERS +f LEADERS HARDIPLANK ALL GUTTERS d LEADERS SHALL 12 BE BAKED WHITE ALUMINUM .032" b"AZEK TRIM BOARD q 5 DIIN6 HORIZONTAL CLAP MIN.6AU6E,6UTTER5 SHALL BE 5"5EAMLE55,0.6.5TYLE W/ALL z `� RELATED d REQUIRED HARDIPLANK - b"AZEK TRIM BOARD z AGGE55ORIE5. LEADERS SHALL HORIZONTAL SIDING BE MIN.2"x3", .021"6AUH W/ 12 0 0 0 °-� o o z ~ w z cn cn � N a CLIPS +f ANCHORS. CAULK I"x b"AZEK RAKE BD W/ FLU`�I I ROOFS q a SEAL ALL JOINTS. PITCH I x 3 AZEK TRIM(TYP) 12 I"x b"AZEK RAKE BD W/ > > > > U I"x 3"AZEK TRIM(TYP) N GUTTERS MIN. IX'/FT.PROVIDE " " NOTE: P.V.G.RECEPTORS b"ABOVE b"BLIND FLASHING \\ ROOF TRU55 DESIGNER TO �qCID GRADE TO RECEIVE LEADERS / \ I ADJUST HEEL HEIGHT FOR / b" DIAD.AZEK N (GL05ED GAP DE516N). \ 12 B-I ROOFS TO BE FLU5H 12 TRIM BOARD _ :- - q q q�— / \ ,�. P� b"HIGH BLIND // \ ALIGN 4 2 FLA5HING FASCIAS - _ - - - - - - - - - - - - - — / \ 2-1. ALIGN 1 l -F FASCIAS Z REAT GREAT ROOM _ _ _ _ / - - -- - - , - - - - - - - - / nn nn _ _ PPLATEHT. � PLATE HT. 1._O.. i- --- - OH. O i I t i l i t i i i i i i i i B2-I 0p 2 a U ❑ ii i i il 1 11 Ib'- �B,M.H i i Ib'- B WI TH i i i W u C - i i ' i i I 1 1 0 �// / =n Q i i i i i i ❑ Lj '�,[._I aV* ykK1111 b"AZEK TRIM ui v GOLUMN® COVERED -tet I i i i i i i ALL SIDES PORCH BEYOND i i i i i FIN.1ST FLOOR 2020 NY5RG- R3I2.2.1 W _ - - IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN Z FIN. 15T FLOOR_ _ - 1 - i - ELEV.+0'-0" LEV.+0-0 -_= / / / 2020 NYSRG- 62427.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" U ❑ ❑ - - - - - - - ABOVE THE FINISHED FLOOR AND 6REAT>_R THAN 12"ABOVE W VENTIN6 5Y5TEM TERMINATION LOCATION: THE FINI5HED GRADE OR OTHER 5URFAGE BELOW ON THE - . II II III I I 1 111 II IIII I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THE OPERABLE WINDOW SHALL I I I I I I I ( 1 I I bxb P.T.POST WITH SIMP50N EXTERIOR of THE BUILDING, I I I b TRIM AI L SIDES - I I I II II II11 I I Ix4 AZEK TRIM I I 1111 II IIII I I ( 6" AZEK TRIM I I INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 5HALL BE U F' cam, II II IIII I ALL SIDES(TYP) IIII II IIII 1 BG52-3/b P05T GAP ANGHOR aE " COMPLY WITH ONE OF THE FOLLOWING: bxb P.T.P05T WITH I I I I I I I 1 II II IIII 1 I I ( 1111 II IIII I I ALL 51DE5 I 51MP50N AB%b P05T BA5E(TYP- I LOCATED AT LEAST b FROM ANY AIR OPENING INTO A OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE I II II III II II II BUILDING, AND 5UGH AN APPLIANGE WITH AN INPUT OVER 10,000 TO PA55 THROUGH THE OPENING IN 1T5 LARGEST OPENED Q 51MP50N BG52-3/b I I I " A I I 111 EGRESS IIII I I I I i IIIC �S IIII I I I ALL COLUMNS) BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE 1 I? P05T GAP ANCHOR !I I I I 10 SQUARE HBBG PE M CAST I I I II K^IINDOW Illi I I I I 1111 I�y1ND0W IIII I I I Q INSTALLED WITH A q INCH VENT TERMINATION GLEARANGE,AND051TION. w <• 51MP50N ABUbb COLUMN #46382 W/5�2U�RE __-_-_��___JJI 1 ___�L_J�i I I I 10" SQUARE H5$6 DERMA CAST I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20g0 I I I I LI___—_—_——IJ q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO P05T BASE(TYP- I I I FLAT GAP BASE (0�2 T#QUAL) ��---------� ' COLUMN#46382 W/SQUARE SHALL HAVE AT LEAST A 12 INCH PENT TERMINATION ALL COLUMNS) I I I - CORNER COLUMN TCS 8E I I � I — — I RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO .. o-. q I I ` FDI I I FLAT GAP $ BA5E (OR EQUAL) I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN,5HALL NOT REDUGE THE NET CLEAR OPENING ❑ I PROVIDED W/5PLIT}TIT I I I I I I I INTAKE 5HALL BE LOCATED AT LEA5T 12"ABOVE 6RADE. -J FDI - CORNER COLUMN TO $E AREA OF THE WINDOW UNIT TO LE55 THAN 5:I SQUARE FEET. I I I I I I 12 HR 5EPERATION I I I PROVIDED W/5PLIT KIT I I I I I I I WALL PER UL#336 ( I - - - - _ _ - - - - - - - - - - - - - - - - - _ _ _ OB NUMBER - — - _ _ _ _ _ _ _ BASEMENT J - _r r- - - - - - - - - - - - - - - - - - �- - - - - - - - - -1� - - - - - - - - - - - - - - - - - _ - - - - - - - - - --t�- —r1 L - - ' 2016023 W UNIT 4 8 UNIT 4 7 UNIT 4 8CLUSTER = SHEET NUMBER UNIT 47 ( 15 PORCH) A DUET 62-5 IA REAR ELEVATION Z MODEL B (JUNIPER) MODEL B-2 (MAGNOL ) 1�4„ _ �,�„ (MODEL B- 1 5 ) (MODEL B- 2 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL 0) 5ELF FLA506 ASPHALT ROOF 5HIN6LE5 Z 5TANOING SEAM METAL w E 6HA5E GAP /II rII II ROOF VEW5 Y ai / — C7� PLYWOOD 5FEATHIN / 0 U b" TRIM GAP .- - Z 12 12 15#ROOFING FELT PAPER / o --�(+/-) -� I I OPTIONAL WOOD / U 4-d -� INSTALL ICE d WATER SHIELD PER / • U ,�N CHASE WITH METAL MANUFACTURERS SPECS.TO ROOF FRAMING GAP AND CULTURED IN5TALL ICE t WATER SHIELD MAINTAIN PRODUCT WARRANTY. STONE VENEER PER MANUFACTURERS CARRY DOWN FRONT OF FASCIA- / 2 - •U m SPEGIFIGATIONS MIN 4'TYPICAL Z TO MAINTAIN x 5 M I PRODUCT WARRANTY 0.40 ALUMINJM DRIPEDGE Q Wo cu v NOT CAP El/ _r � y 00 APPLY ICE +E WATER SHIELD IN GUTTER / C) OH FAIR WEATHER WHEN THE AIR, / .M�, ROOF DECK AND MEMBRANE / 10'-8"HIP WIDTH ARE AT TEMPERATURES OF d 2 GABLE `0°F(50G)OR HIGHER. B-I FLUSH ROOFS OH. 12 I �r FA5GIA5 Z O GREAT R00 PLATE HT APPLY ICE a WATER SHIELD IN U BREAKFAST I WHEN THE AIR ROOF DECK AND � PLATE HT. FAIR HEATHER � - - - -IL J m �'f MEMBRANE ARE AT TEMPERATURES OF 40°F(5°G)OR Z OH. HI6H�. 0 T� i FASCIA BOARD �'AZEK SOFFIT � NOTE W: 0. VENTING OR VENTED u J I I I - = BOARD W/2°DONT. _ - VINYL SOFFIT F- _ - # I = PVC 5HUTTER5 WITH FIXED 1I = - I I I I p Q – 4 m 1=1 -_ I I I I � j HISHUTfER TO BE HALF p , ► I I ; ; ; ; �o __ c� I,) WIDTH OF WINDOW. DETAIL 2 ❑ – T.1x4 AZEK TRIM - l SCALE: 11 2" F-0" LI I 111 11 1 FFF I I . 2 - l . l I I I i' o I I I I j - - _ _ _ _ _ FIN. 1ST FL FIN.I5T FLOOR ELEV ELEV.+0'-0' LINE OF LINE OF EXT. bxb P.T.P05T WITH I I I I I' o I I I 12" 50UARE HB4 6 PERMA CA5T WALL®DEN WALL 6 GAR. 51MP50N BG52-3/b T �^ I BEYOND BEYOND P05T GAP ANCHOR d I AZEK TRIM I GOLUMN W/SQUARE FLAT GAP Ix4 AZEK TRIM I I I g"(R-3o)BATT "(R-Iq) w W Ixb AZEK TRIM I 5IMP50N AB%b I ALL SIDE5 I 4 BASE (OR EQUAL) - GORNER I I I I VALUE GOF(R I INSUI ATION bit G (NTINUOU5 ABOVE p_ P05T BA5E(TYP- I I GOLUMN TO BE PROVIDED W/ I I I ALL COLUMNS) KALL I I SPLIT KIT I I I I I"AZEK 5HEETIN6 m I I BREAK I I I I I GONT.BLIND FLA5HING ❑ w O I I 2"x b"NAILER-LAB BOLT TO I I I I I I I ERT 5 W PIA X b"L BOLT5 M J i co r - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — ,-I — — — — — — — � I— — — — — — —I � - -- - - - - - - - - - - - - - - - -I-, L -- - - - - - -- - - - - - - - - - - -- - - - - - - - - - L- - - - - - - - - - - - --I - - - - - - - - - - - - - - - - - - - I- - - - - - - - -I- - - - - - - I - -- - - - - - - - - - - - - - - - - J - - _ . 2020 N 5RG- 62421.8 503.8 R1 C NT ENI ELEVATION o b"RR® I6" I I r Y ( 2020 NY5RG- 8312.2.1 v Y TEM TERMINATION LOCATION: SILL OF AN I Q (R-30) BATTS W VENTING 5 5 _ IN D4^lELLING UNITS,WHERE THE TOP OF THE I�4 _ ( � THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24" 2"x 4"SOFFIT BM5 I I AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL ABOVE THE FIN15HED FLOOR AND GREATER THAN'I2" 0 16"OG I I U BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A ABOVE THE FIN15HED GRADE OR OTHER 5URFAGE BELOW 4 7 ( 15 ' PORCH) MODEL B (JUNIPER) BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE UNIT WINDOW HEADER PER PLAN I I 0 10,000 BTU PER HOUR BUT NOT OVER 50,000 511)PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I I HOUR SHALL BE IN5TALLED WITH A q INCH VENT 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER I j TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PA55 THROUGH THE OPENING IN IT5 LAR6E5T INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED P051TION. A 12 INCH VENT TERMINATION CLEARANCE.THE B9TTOM OF •FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2080 B TRANSOM WINDOW LOCATED AT LEA5T 12"ABOVE GRADE. (THE WINDOW OPENIN6 CONTROL DEVICE AFTER RIDGE VENT B2-5 I I BEDROOM #2 OPERATION TO RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT I i REDUCE THE NET CLEAR OPENIN6 AREA OF THE WINDOW 4. LINE OF ROOF— UNIT TO LE55 THAN 5.7 5WARE FEET. 12 _ 2"xc8"® 16"OG FOR SEAT � M o � � N °o p Q N N N "i h r N BEYOND® MASTER � � r N N M M (O _1_1 BEDROOM I'-0" SPIRAY FOAM INSULATION RIDGE VENT / OH DOUBLE-HUNG WINDOW I I TO COMPLETELY FILL 5EAT CAVITY (2)2"x8"0 END W/A35 IN5TALL ICE 4 WATER 5HIELD 6„ 51MP50N GONNEGTOR PER MANUFACTURERS SPECIFICATIONS TO MAINTAIN OH 5IMP50N H2-5A CONNECTORS z COP) PRODUCT WARRANTY RIDGE VENT 12 / 12 11"x012"AZEK TRIM � �"6YP BD z a a N01T (+/- 7 APPLY ICE d WATER 5HIEL0 IN +/- I I - 0 `� �' Z N FAIR WEATHER WHEN THE AIR, 12 -_ ---r- T __ " _ 0 0 0 o o J w -f RIDGE VENT GLIUED $ 5GREWED 1-RUN > > > � > > a N ROOF DECK AND MEMBRANE 12 ARE AT 1T MPERAIURES OFit w w w w w (+/-) 5.-1 LINE OF ROOF 7/16" 05B SHEATHING N AT EXTERIOR BETWEEN PLA11_5 w oh m c� 40OF(5 G)OR HIGHER. 011 iMg F-06614 13P. BEYOND 0 GARAGE I'-6" AT EX17 RIOR WALL o 2 co 2X12 FLOOR N r — — — — — — — ALIGN FASCIAS JOISTS® I6"OG. a FIR5T FLOOR LINE GREAT ROOM_ _ DIN AREA I,_O \ \ _ _ BEDRM#2 -- - -- - - -- - -- PLATE HT. mull PLATE HT. OH. PLATE HT. uulll I Z10 i'-4" -4 I' I 1- - I ' I I'-0" 10 AZEK I a� I W OH FRIEZE BD. I : ,.. I UNFINISHED a } I I BASEMENT o > ►—� Y 10" SQUARE HB 6 PERMA LLI I I - I :, y. ` I W E'_I EXTERIOR WALL - o i i HAROIPLANK 5HIN6LE 5101146 I B2-I I CAST COLUMN #46382 W/ Z 5OUARE FLAT GAP d I I TYVEK OR EQUAL U I I ? I I I I = _ -1/16"05B 5FEATHIN6 — — — — — — — — — — U) q BASE(OR EQUAL) - I I - I I I I o - 2 CORNER COLUMN TO BE -2x6 WOOD STUDS® Ib"O.G. W „ PROVIDED W/SPLIT KIT - i o o -6"R-21 BATTS �-I (R-13)CLOSED CELL SPRAY FOAM INSUL w I I i i i i `� OR DRAPED BLANKET INSULATION I I I I I I ALONG IN51DE FACE OF FIND.WALL5-FULL HT T I I ❑ F�'1 II I FIN. 15_T FLOOR i i _ I I I I - - _ FIN. 15T FLO � � ELEV.+0'-0" -ITUI I bxb P.T.POST WITH I I 10" SQUARE FIBdG PERMA I I a -J 51MP50N BG52-3/6 I I GA5T GOLUM�I #46382 W/ I I BEDROOM #2 BAY DETAIL I Z I I I I P05T GAP ANCHOR d I I SOUARE FLAT GAP 4 I I 1 1'-0" B2-I.I o .... . .. . .. 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M.OR FI ERMESH� U 4'-IIn 4-4 M.O. 5-3 5-4 4'-4 M.O. 4'-8 I I ° ^ o I MIN.3500 P51 GO G. I m I I UNEXGAV. 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I i SHALL BE INSTALLED WITH THE I }1D APPLIANCE CLEARANCE 3 SIA`TSLUMN -1 ON 20"x 10"P.G.FOOTING i _ CLEARANCE FROM UNPROTEGTED� • IANGE5 SHALL BE INSTALLED ON�0"x130"x 12" P PG I -T.O.W.ELEV. - 0-0 --- I I v WI H THE CLEARANGE5 FROM FTG N.0 J �,.� 1 i ® I i I COMBUSTIBLE MATERIALS A5 1 0 I I o 4"WIDE II f 1 I I I I I INDICATED ON THE APPLIANCE LABEL _ �? I JOIST SEAT. UNPROTECTED GOMBU5TIBLE I� JI J I M TERIAL5 A5 INDICATED ON THE I 1 11 AND IN THE MANUFACTURERS I c_v I I I I TOW.ELEV= , 1 I I 4 WIDE JOIST SEAT. " APPLIANCE LABEL AND IN THE L J ® h i I I 3 "DIA 5TEEL G I LUMN i I INSTALLATION IN5TRUGTION5. N ® i i k I " (~� MANUFACTURERS INSTALLATION I I FW-2 i-@ I i i I ON 30"x 30"x 121 DP PC, i I n I 1 TOW.ELEV= (-)I'-I�" I I I I FT6(UD.N) I I I 1 I I ® I 11 TRUGTION5. °° I I I PROVIDE FRESH AIR INTAKE 1 1 1 I I f TO MEGH EQUIP PER CODE �I I J I I I I I I I I OVIDE FRESH AIR INTAKE p I I I _ _ I I I 1 I ~ • MEGH EQUIP PER CODE (� I I-p" W J `� HD 2x12 FLOOLOL 2x12 FLOOR JOISTS I I ��\ i I 11 I i (� - 1 2'-0" 0 lb"O.G. / ® 16 O.G. ji ?� II,.O. I i 5 I/4"��t/2"L-OW �- -- -------- L I D.O. i D.O. r I 2 p F- -1 1 I- I I, "* I-�-�V�C7 RDER I- I I 1 - --I- I - A ° w 0 I I I I I = 1. ' ' L - -I �F _ i L ;-+ -1 1 L _I-I L II -� B-5 - _ _ - --- -� _ ---- ----- - -------- L J BASEMENT 5LAB L -I ____- _____ J Z--- _ _ ____--_ -J I J BASEMENT 5LAB II ----si ,_- - t------ -�-- - 1 *4'P.G.5LAB(MIN.25 0 P51 GO 8 -1 4 I *4"PL.SLAB(MIN.2500 P51 GONG) r FD 1 *A06 MIL.POL VAPOR 5'-0" 8 j j * OOb MIL.POLYETHELENE VAPOR I FDI C,,.� I —BARRIER FDI ^ o I I BARRIER I T''P. 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" 1 1'-2" ui ', r n N ao 5016 TR DI -� PORGt� I-O" 13'-3" 4 4'-l" 6" 5'-b" 4" 3'-2" 4 7'-6" b" 3'-4" 3080 EXT INSUL DR I� I I 1 II'-0'CEILING DEL T a N N N `O 2868 INSUL DR- (� '- W/(2) 12" 5, 4., I I N '2 FOYER 45 MIN.FIREL 2868 INSUL DR- --- I o N N M M 51DELI6HT5 N RATED SELF TEMP.GLASS 45 MIN.FIRE Hp I PTN ON 2X4 RATED W/SELF 3 1/2"x II 7L"LOW_LVL m I I I I „ a� CLOSING DEVICE CLOSING DEVICE - - N m 2F 3'-4" 6 10'-0" 4 3 4 6 KNEE WALL GL p /4' - - - 12" 5QUARE HB$6 bxb P.T.P05T WITH (4)2x6 POST602 � — N I PERMA CAST 51MP50N BG52-3/b POSTHD y-0.1 COLUMN W/5QUARE GAP ANCHOR d 51MP50N e - - 6"(R-21)BATTS I-0' 4 6'-4" '-4"1 (011, I'-2" cn TWO GAR GARAGEFLAT GAP $ BA5E z En ABUbb POST BASE(TYP ® r---1 (OR EQUAL) - *4"P.G.BLAB(MIN.3500 P51 GONG) 4068 BI-PASS � a cn -ALL COLUMNS) o L ® REINFORCED WITH bxb,10/10 W.W.M. 5D I CORNER COLUMN TO z m v, N a m Ia we 5D TWO GAR GARAGE TOWARDS _ ' Z 0 1 � BE PROVIDED W/ 0 0 0 ° o o g W = SLOPE GARAGE SLAB DOWN 2 f _5 1zDI 6 8-b EF 4' 0 4-6 ? 4 3 4" 6 REINFORCED WITNI 6x66 0 10 WWM. , TYPE X 6YP 50 ON GARAGE C �`+ r SPLIT KIT w w w w w n a j _ - - e Q _ L——J to D to Q sp cn _i p u i n Lf7 i , ° , ° M Y Y _ _ I I W W W J W W '' N J ��AWN - 'SLOPE GARAGE SLAB DOWN 2 WALLS d GEILIN6 °O w m ob U ®b'-0"HD HT 10'-0"GEILIN6 `�� 6 TOWARD5 6ARA6E DOOR p 41�"TYPE'X"GYP BD ON INT OF LIVING rz - 10'-0" EIL Z o rn Q 6 'J"TYPE'X'GYP BD ON 6ARA6E 5PAGE COMMON WALLS TO 6ARA6E I N I 1 3010 TR m m BATH #2 WALLS d GEILIN6 N 5 10-0 GEIL I KITG EN J 3030 G BHT N 'i"TYPE'X"GYP BD ON INT OF LIVING �-2 N 51'AGE COMMON WALLS TO GARAGE DEN/ BEDROOM #2 1 r a HD bbd `r `- ® 6Y b'-10" 1'-6" 4" q' aY 6Y ENERGY NOTES 62 5 DI GL b o b" -21 BATTS I 1 ►2 0 o w ALL CONSTRUCTION SHALL COMPLY WITFI THE 2020 ECCCNYS ) 1q 20 - - U REF RESIDENTIAL PROVISIONS. • BEDROOM #2 DI Di by 6'-10" by II'-O"1 ' DI O m I a IQ SEE SHEET T-2 ENERGY CODE NOTES !N 1101.10.1.1 - N 1104.1 HD 20 o I 1 1 Y DI „ 16070 OH DR DI I I 1 ( w ^ _ 0 2'-6" b 12'-O" 6 IS-0 0 _ _ - Y N - - - 0; GATHEDFAL EIL F+i 5 1/4"x I6 LVL HDR HD I L J (3)2810 TR o 1 _ 16070 OH OR _ _ 0 4" I o Q (2)2X10 HDR BREAKF IST AREA i I (3) DH HP r ( 4 2020 NY5RG- 62421.8 (503.8) �? 0 - - - - - 5 1/4"x I6"LVL HDR - - - - HD w _ Hp F I F/21 Hp r - - - -1 f- VENTINr SYSTEM TERMINATION LOGATION: '- THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INRUT OF D/21 D/21 DI D1 L _ _ - J L _ _ J 12 I I L J 10,000 BTU PER HOUR("OR LE55 SHALL BE LOCATED AT LEAST " IR IN6 INTO A BUILDING AND SUCH AN 62-1. 1-1 DI D1 I'-6" Ib'-0"R.O. 4'-II" 4'-5" b DI 11 I b I- -I b FROM ANY A OPEN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT - OVER 50000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH 4Y 2 DI I'-0° B (2) -Ou TR I I I B a SEAT e FW FW_2 B-5 ® a'-0"HD HT"' _ _ IL J J B-5 VENT TERMINATION GLEARANGE,AND AN APPLIANCE WITH AN INPUT HD -1 HD (2)3050 DH (3)2X8HDR I —� - r OVER 50,000 B1U PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - (2)2X10 HDR z m TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND = - - - _ - - THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12"ABOVE 6RADE. _ w f �� - - - -I Iq Hp f- - 11- - - F_ -� HD Z c¢i 11 �I- - - J1- - - -11- - - -� U L _ J L C 50-lb-TR TR 1q A 2 DI (2)3050 DH DI 62-5 (3)2610 TR wQ ® b-0 HD HT „ 6-on (3)2850 DH b-0 U �`, 2020 NY5RG- R312.2.1 2-6 4-0 4-0 214011161-011 R.O. 1-bZ_ Ir 7r IN DWELLIN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" ABOVE THE FIN194ED a 2'-0.. 2�Y 2._b.. 18'-b" 1'-4" 12'-0" FLOOR AND GREATER THAN 12"ABOVE:THE FINISHED GRADE OR 2'-6" 18'-8" OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE WINDOW SHALL GOMPLY WITH ONE OF THE FOLLOWING: 38'-6" 40'-0" *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE TO �f PASS THROUGH THE OPENING IN ITS LAR:6E5T OPENED P051TION. UNIT 4 7 ( 151 PORCH FLOOR PLAN El.FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2010 UNIT 48 .FLOOR PLAN ) RATION TO I REHLEASEOTHE CONTROLEVI EINS7 CONTROL DAEL/OIWIN6 THEAFTER WI�NDOW TO FUL_Y _ 1/4"=1�-0" LIVING AREA= 1,5Qq 50. ET. MODEL B 2 (MAGNOLIA) �.2 HR SEPERATION MODEL B (JUNIPER) 1/4"=1'-0" . . OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WALL PER UL#33b LIVING AREA= 1,509 5Q. FT. JOB NUMBER WINDOW UNIT TO LESS THAN 5.1 SQUARE:FEET. GARAGE AREA= 311 SQ. FT. GARAGE AREA- 380 SQ. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 241 SQ. FT. w 2016023 ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =EXHAUST FAN: GENERAL CONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E Q SHEET NUMBER NOTE R: AND TWO-FAMILY DWELLIN65,TOWNHOU5Es STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNEGTION5: 5o CFM INTERMITTENT OR NOTE "V° CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 4 7 UNIT 48 DUET CLUSTER = NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLIN6 UNITS IN GROUP R-2 DE516N STAIRS TO MEET ALL © 20 GFM CONTINUOUS " ALL DRYERS TO BE VENTED REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMEN5IONAL a TRU W/ 12" MIN. HEEL JJJ BUILDINGS(CONDOS $ GO-0P5)AND UNITS APPLIGA13LE CODES AND TO B2 � 3 FOR ALL MULTIPLE LVL GIRDERS LAG BOLT TO OUTSIDE AIR PER GORE Z ALL WINDOW5 SHALL BE REPORT ANY 015GREPENGIE5 CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES (MODEL B 15 ) (MODEL B- 2 ) FLOOR PLAN HEIGHTS (U.O.N.) © 24" O.G. ��FOR SALE,IN THE IMMEDIATE TOGETHER W/ I/2 BOLTS � 2-0 O.G. 2 MIN cot CARBON MONOXIDE ALL WASHER TO BE _ � ANDERSEN 200 SERIES ©° TEMPERED v1cINiTY OF BEDRooMs,ON THE LOWEST AND CONFLICTS TO THE ® DETEGTOR PROVIDED WITH DRAIN PAN5 PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 5HALL DESIGNED BY TRU55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, $ MIN. 4 FROM ENDS w FLOOR LEVEL GONTAININ6 BEDROOMS, FABRICATION. �p SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. 01 1 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH bxb P.T.P05T WITH WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 51MP50N BG52-3/b P05T IS'-o" GABLE WIDTH z INSTALL IGE GAP ANCHOR 4 51MP50N Lu MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED A8Ubb P05T BASE(TYP E PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. — -ALL.COLUMN5) _ � o v m — — — _ _ O .�� NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - A - - - APPLY IGE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN —D.o — — (3} c8 P IR rr - — � — — --r z V 0- °' 62-5 I -I� � - - - - - - - - -I- I Z � ` AND MEMBRANE ARE AT TEMPERATURE5 OF 40"F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. I I _ � L I I'-0" PL HT. I i-0 PL HT. i I I I-- � � �n ti � PRE-ENGINEERED ROOF I q 2 HR 5EPERATION 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE I NOTE: WALL PER UL#336 TRU55E5 PER TRU55 MANUF 1 0" I 12 12 I I � . .� _o m STRESS DESIGN: `l q loH. ROOF TRU55 DE516NER TO ( SEE DETAIL I/FW-2 " I I I w I - n N>: D (EQUATION 16-8) ON. I I I I ADJUST HEEL HEIGHT FOR +i-o PL HT. II 19) I z _ 51MP50N 5TRON6-TIE D + L (EQUATION 16-9) No "R I� 12 HEEL HT. ISI I�I i aUn:6 M MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I�) a ROOFS TO BE FLUSH I ��I I I 0 Q o c M _ co v CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) �I NII II I ❑ �' X c•� co TOP OF TRUSS HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I m I I (� I m M U Il'-O" PL HT. i '`- NOT: 'R" � I 11'-0" PL HT. � CO HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FCH2 D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = x, I VERIFY HEEL ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL � 11-00 IDH.' + 12" HEEL HT. a HEIGHTS BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I L _ - - _ - _ - 1 0 I OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I , F� lf� -1 pH. ALIGN FA5GIA5 1 AL16N FA5GIA5 12 0 z 12 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NOTE "R" _ = I B-4 II'-o" PL HT. I I a f— -�q I I 12 EXPOSURE CATEGORY B. I I 0 4 0 + 12" HEEL HT VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE I _ _ ROOF TRU55 GIRDER _ _ _ _ ROOF TRU55 GIRDER _ _ / — — / / // /j�/. o = - - - - - - - _ - - - i I I I I z — _ FOLLOWING DESIGN LOADS: // / / // / / _ - - = \ �-/ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND ' II �//j//%j / // // o I ( I I O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD _ J ////,�j/ /� __ -1 I I - UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 GUTTER - PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE F TCDL ON AREAS OF TRUSSES THAT ARE z 12 �I'/// ' I I I I I I I z 2 ADDITIONAL 25PL // // / NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ( -1 q ✓ j j/j j / / _ I I i I I O &"FASCIA BD TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 O DEFLECTION OF THE LESSER OF L/360 OR .75". I q o ' /j///j / / /j/ I I I I I '1- Ln TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO Z C� VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR INT.BEARI 6 TRAY GEIL. ///%// ////// I I I I I ❑ Oj� C) TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL Y // /// � //� I 1 INCLUDE THE FOLLOWING INFORMATION: I IL I WAIL BEL W N� �j j�j/ /j j ( I + I ROOF VENT5 I 1. DEPTH SLOPE IF ANY), SPAN, AND SPACING. 6 I Y ( ) 'ROOFS N I I 1 III I 6 w 2. LOCATION OF ALL JOINTS. OH. ' OH. r ®� ri 3. REQUIRED BEARING WIDTHS. LEADER TO DRYWELL- TYP' 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. J 4.2. TOP CHORD DEAD LOAD. I I 4.3. BOTTOM CHORD LIVE LOAD. I ///j j/j/ / .' / I I ❑ I ❑ I I ❑ I =J 4.4. BOTTOM CHORD DEAD LOAD. L J 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FL115HrOF5 APPLICATION. I HATCHED AREA INDICATES CONTROLLING WIND LOADS. �= LOCATION OF FIRE RATED ROOF I/ +� WALL SHEATHING,4'-0"FROM ,///// I// /� I I I I A 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I I /// / �!/ // I I III 0 DESIGN VALUES FOR CONDITIONS OF USE. — — — I' j / I I I I ( ( � DETAIL � , /// L -_-_-_-_-_ _-_-_-_ _J I ,Q I B-5 m 6. EACH REACTION FORCE AND DIRECTION. I /// / = - - = = = = = s I I ❑ w t 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, / /� � r O NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I — I — SS ;//i"/j j// /%//j��' / `�' 1 I I + 12" E HT. BIZ CPT WHERE — — F I / // Y/// // . OF EACH JOINT CONNECTOR EXE �-- — � — '° � �/ /j / / � � NOTE "R + 12 HEEL HT. SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 I I I RID6E5 TO OR NOTE- GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE "R" I AL GTS INSTALL HALF OF o PLATES. — —_ _ _ / \ TRU RIDGE W/VENT j 112 I F END0 OF AGH 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH I 12 �; / / // /; f I F I ❑ �-1 a III Q ® MEMBER. a(— I / — — — / / j j/j j/ '/ I I \ // i I \ / SS I ~y ° 9. CONNECTION REQUIREMENTS FOR TRUSS TO I I 111 ° I� � � °� !// / �/j//j%� I I � I I � �%o I I 1 ALIGN FASCIAS I— U o GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD II'-0" PL HT. I �� C� / / ///// //' I z SPLICES. /V/ / / ///////� I I I I I ROOF VENT5 I I wC �/ // m®®o 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ,// /// i// /// I I I I - - 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS , ///// /////// -_ 1 II " o � / / / /� I I ( I - - I I I-0 PL HT. � + 12" HEEL HT. U MEMBERS. j///j/ / /i Z 1111 O smp"srtwt� 12. REQUIRED PERMANENT TRUSS MEMBER BRACING 1.0 I / / /�- - L _ _ _ _ _ J L_ _ � I ❑ I f p ° o TE t16 LOCATIONS. OR , / / T/j / - -� -i -� -� -I -� -I -� -� -� \ (3) 2xb P05T , ///j//j / /,I I I I I I I I I I I I F / / I^ I I i v 00 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I — - I / // RPC F I / / = OPTION#I 48" MIN 48" MIN 2020 NY56G 5EGTION 1010b.6-EXCEPTION 4: I- ��`� ®vU336 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF 5HEATHING TO G-RUNNER TRACK W AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NY55G SECTION " "_ SHEATHING 15 INSTALLED FOR A 015TANGE OF 4'-0"ON BOTH SIDES 2 G-RUNNER JOINT O CAULK FOR WALL RATING - 2 HR. �- HOUR FIRE RATED RE515TANCE OPTION#I U OF 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY SMOKE TIGHT JOINT OVER � FINISH RATING _ 120 MIFF. WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLASHING OPTION#2 O `�� (� N STS RATING - 61 (SEE IT��I 7 48" 48" THE UVER51DE OF ROOF NON-RATED T TYPICAL ROOFING r ' 0 SHEATHING PROVIDED THE ROOF IS SECURE WALL`-�EATHIN6 TO Z v � E � PROTECTED WITH 5/5"TYPE "X" G-RUNNER TRACK O W 6YP5UM BOARD DIRECTLY BENEATH ROOF TRU55 f- 4-J .= w EXX xx -EX THE UNDERSIDE OF ROOF SHEATHING U °' AND 15 SUPPORTED BY 2"LEDGERS RAKE BOARD-TYP a) _ ATTACHED TO THE 51DE5 OF ROOF ` N`�} ' f OPTION #2 TYPICAL SIDING l� 'r---- ------T U � � c>i� 2' H STUD TRAGK AN FRAMING FOR A MINIMUM OF ----------- -- _ t ,�.__� _: r,_.<♦ G U K FOR SMOKE TI H DISTANCE OF 4'-D"ON BOTH SIDES Lx J Lx O i- X Cl)°' �!'' �`• : \� f""'` J I T OVER OF 2 HOUR FIRE RATED RE515TANGE U Q w m c2 1' ....................... .... .......... ,`.._.... ..,..... ,...,.�-......... 4- A% � '': ,. ... -•---••...... 2x TUD5 CONTINUED TOMER51DE ROOF 5E5® 24"O.G. WALL ASSEMBLY.ALLOW NO HIDDEN METAL FLASHING: ,� v, 00 '!•_ T Y ` TNG 12 VERTIG Y d 12 HORIZON ALL M j .. ...- --' --- ^.....� :.'-- :: ....... V..:::... ........ ..................----......... ---T - -- _- 0 ROOF SHEATH OPENINGS (N ROOF WITHIN 4'-0"OF 2 ru ❑ U _ 00 -� -- ---..'_'.'. . . . ----- •�- --- HOUR FIRE RATED RESISTANCE WALL 2x4 LED6ER5 W/ Cl) n�•� \w•+ `y ,w t -!�_.' A55EMBLY EACH SIDE.MINIMUM OPTION#I OPT #2 j IS, : a - >.; i F�• F I" AI SPACE EA. SIDS . .... }= �1 ," 4�;• �;:t ,-1� 1i� �1 CLA55 B ROOF 5HINGLE TO BE t .. ..wi.fi.._ .... ` - - _.. ....... ---�..��`-�• .�.._._....'_� INSTALLED OPTION#2 Z 2"x2"x2 y"LONG = i ..........- --- -.t- __ _.r...----'. ............_ d --- --- ::�w:� _ ,.,.;... , ..----•' - 0 063 U56 ALUMINUM ♦'� `1 �'A1' ♦'\ INSTALL "TREATED PLYWOOD 5HT6 n' BREAKAWAY CLIPS y',.-• -✓�: `♦ .•� FOR MIN 48'OUT, IF LOWER Roof= 15 }..----•--••...... .-"4" AIR SPACE � r t<'i GYP. BD. OR MINERAL s• t 6 4_ 4♦ 1 F55 THAN 30"BELOW HIGHER ROOF SECURE ROOF WOOL FIRE BLOGKI 5HEATHIN6 TO TRU5 CONFIGURATION , . ., Y „ TYPICAL ROOFING�- - .063 U56 ALUMINUM Z , N �£1 RA `10 ; 1� 3 1/Z (R-13) BATT ASW CLIPS OR .OG3 U 4_ ALUM ANGLE CLIPS x'r-----------Tx xT---------- BREAKAWAY CLIPS I" AIR SPACE � � � � v DOUBLE H-STUD TRACK I"AIR SPACE I"AIR SPACE 1 4' SCREWED BACK TO BACK (2)PIECES 6.P.TDU GK In FIREGUARD I/2 GYP.BD j t ; 2 ; ; ,._ . ,. . \ ' ,3 TYPE "X"5HAFTLINER, TER PROOF DOUBLE H-5TUD TRACK 5GREWED FILL I" CAVITY AT FLOOR5 AND INISH ON BOTH BOARD5 W/FIBER6 F Z �.w.wr www»ww_ww_.. _-w----www-3 w. wwww_ `Y/. .. .--'*--_ww_-w N....,,.,,: ;._� BACK TO BACK OR MINERAL SIDES AND EDGES �r.„,...�.... ,..,,.�.. ..... , WOOL FIRE B.OGKt G� . I" AIR 5PAGE _ O ryJY/• r:' I'r ` ' Vltl 'r '� ►+ //~' ..4 l n . 4 - .. , I:: 2 H-5TUD TRACK _�.. • 11 % ::�-. r- ....._..; AFT _ H i >.. ._ ....... ..... ...... .. .- �. .._.......... ..:::::::-:.-_:....`.. _ F�REC�l1ARD TYPE "Xc SH LINER, Z i- -' # -- - -- ' 2 4 P T 51LL PLATE } +�......; =,1 • } .♦ v I.. } .+ ^ 4 ♦r� t WATER PROOF BOARDS W/ .; A. `_,. El FIBERGLA55 FINISH ON BOTH 51DE5 1 �:�:�.`. '• ............ /A.'. _....: -I AND EDGES C FIRST ELVOR t, 3/'4" AIR SPAS.` � ♦,r., r'� 3/4" T4 C7 056 f � ti r 5UBFLOOR - GLUED OPTION#I 5GREWED - RUN -:,, = RIM JOIST PER FLR J015T MANUF. 2020 NY5BG SECTION 10bb-EXCEPTION 4: ' FILL I"CAVITY AT FLOORS AND CEILING W-1ROOF TRU% 2 HOUR FIRE RATED RE515TANCE WALL A55EMBLY MAY CONTINUOUS BETWEEN - JOISTS PER P_AN *LJ � 1�.?RAj •li � t,� PLATE5 AT EXTERIOR _ - GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT LJ WALL - (2) 2x4 P.T. SILL PLATE BLOGKING .063 U56 ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A 015TANGE OF 4'-0"ON O + '`' - BREAKAWAY CLIPS �.�,['t3SFF.}T(.� }�•�i:�k: �'i�4:3?�� �'��1;'E'•=R SIM BOTH SIDES of 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY ............ .................. . .•......_.... 1;4" .� �� (R-13)GLO5EV CELL SPRAY FOAM IN5UL ':;':` 9",P ANCHOR.BOLT5 (14" LONG + OPTION#2 ALON6h-EXCEPTION 4: G IN51DE FACE OF FNP.WALL5-FULL HT ° ,;;r: 3" HOOK, b"MIN EMBEDMENT) OR r�i 5E'�'��-� :•,.,,, AIR ;PACE...............-; �.�. ,� i..•,••._....... ;�[ti SP.'�C:1 ° 2oHOUR FIRE RATED RE�STANGE WALL ASSEMBLY MAY TERMINATE AT � t I I ! OR DRAPED BLANKET INSULATION : ; ;:: d' ADHESIVE ANCHORS W/3"X3"X4" - m ! t;; „ 2 HR FIRE RESISTANCE THE UNDERSIDE OF ROOF NON RATED SHEATHING PROVIDED THE ROOF (� -_.... _--< • • . .. . ,_\ -r^-. ;,' ,-+ Y WASHER PL® 24 0/G /8"TYPE "X"G BENEATH •+�r ti>,�, . I.•y y�,�t,5,`', .. I f�J . (1)#4 HORIZ.REBAR ° a ❑ / �• ! ~ '''`• ' 1' DETAIL 15 PROTECTED WITH 5 YPSUM BOARD DIRECTLY F T 1 O �. RATED WALL ASSEMBLY UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2" Fieri r !+' '> °+� ` ' ti `♦�c ff' :'J f' I LEDGER5 ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM . ; t ;• ; ,, �.• • , j A+ ! ;a . \ (1)#4 HORIZ.RE3AR 0 MID BASEMENT 4 ; ,yfs {x1 ' :1'. :? .'a i't,'•,•'. : !!�; 1 Y OF 015TANGE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED 1':'. '':\`.`•` " I \.. ` ....,,_ r ; ,, `�`'' .• HEIGHT OF WALL 5TOR "`' a FW2 ti ti� /�.' ',,'!• i ', '`- ''"'' '' "` N.T.S. RESISTANCE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS �+ "*'`♦' '•, ;'�� } "`'ir1 " N 24"x12" 4'-0"OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH ( , 12 FOUNDATION WALL 0 TYPICAL BASEMENT 5LAB SIDE.MINIMUM GLASS B ROOF SHINGLE TO BE INSTALLED. v P.G. FOOTING *4"PL.5LAb(MIN.2500 P51 W • ' ,. COWIJ ;;t'. ;�:•,'`.,�; ! ''''OM1 L-;::.:.':...�:" :.C1 y�'`'•'1.-�•:' _ "y5 ''•tii: t•'`y 3 `'•,.,,tip ,�I v *.006 MIL.POLYETHEI.ENE 5TG RATIN0 s---.• :?, . '''_: I ;, ; : . ; VAPOR BARRIER OPTION#1 -'�.\ I l'1 ;,I: �w.........---- •i•• �:`-•. �� ;% r ! ° *T o a5�DENslrr (FIRE RE515TANT ( ) ,r i :'r AMP 4 FILL T U56 BROCHURE 5A100 2020 NY5BG SECTION 1066 EXCEPTION 4• . �� • ;:"r! ' �_.�� t•,t� , � �• r.! 2 HOUR FIRE RATED RESISTANCE WALL A55EMBLY MAY TERMINATE AT # OPTION 2 ♦ i,'lJ`; J'� •;':[ --„yM1{, 'ti\`k,, .•`' '{i v ° e a A55EMBLIES) 2020 NYSBG SECTION lObb-EXCEPTION 4: W t s'� ; ; : .r, _ v v ° . UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING Z r ` f •'• d PAGE 22 (AREA 5EPARATION WALL 4 ; r :. +�'r I, .5 r.. '' ! i:, ti. ; ,♦� "" - J ° IS INSTALLED FOR A 015TANGE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR 2 HOUR FIRE RATED RE515TANGE WALL I '.. \:.,, t�! v SYSTEMS) FIRE RATED RESISTANCE WALL A55EMBLY ASSEMBLY MAY TERMINATE AT THE ,y} �� � - - ° d v 4 ,d ° TEST#UL DES U347 WER51DE OF ROOF NON L) Nlanu48Lmg�Q „ 48�� SHEATHING PROVIDED THE ROOF 15 O HORIZONTAL #4 v ACOU5TIGAL PERFORMANCE = 5TG b0 PROTECTED WITH 5/b" TYPE "X"6YP5UM ° ° a ° TE5T#RAL-TL-bb-350 BOARD DIRECTLY BENEATH THE ° BA5ED ON 2x4 FRAME WITH MIN.3 UNDERSIDE OF ROOF SHEATHING AND 15 MINERAL WOOL BATT AT EACH SIDE EX SUPPORTED BY 2 LED6ER5 ATTACHED TO THE 51DE5 Of ROOF FRAMING FOR A SEPARATION WALL: (Max Height - 66 ft) 5EGTION 1206.3 OF 2020 NY5BG- WALL5, MINIMUM OF 015TANGE OF 4'-0"ON BOTH 2 HR FIRE RESISTANCE PARTITIONS AND FLOOR/GEILING 2' H STUD TRACK AN OPTIC N #2 51DE5 OF 2 HOUR FIRE RATED RESISTANCE 1. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long legs formed from No. 25 M56 gale Steel, Secured with Suitable A55EMBLIE5 5EPARATIN6 DWELLING G U K FOR SMOKE TI H WALL A55EMBLY.ALLOW NO OPENINGS IN fa5tener5 5 aced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- Steel members formed from No. 25 M56 galy Steel having "14" -5haped flanged Spaced 24 in. OG; overall depth 2 in. and FW2 PUBLIC OR SERVICE AREAS SHALL HAVE 2x TUDS CONTINUED TO IDE ROOF 55E5® 24"O.G. RESISTANCE WALL A55EMBLY EACH SIDE. h flange width I-3/S in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. R SHEATHING MINIMUM GLA55 B ROOF SHINGLE TO BE w N CO g INSTALLED. o N N N cM M f0 r LO LO 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner pane 15, 5upplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" Al SPACE EA. SID into "H" -5haped Studs. TEST #RAL-TL-88-3 50; STC = 60 G6G INC. -- Type 5LX. TYPICAL FRAME WALLS UNITED STATES GYPSUM GO -- Type, 5LX (2) PIECES 6.P.TOUGHROGK In FIRE6UAP.D TYPE "X"5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type dLX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI ZZ WINDOW FIBERGLA55 FIN15H ON BOTH 51DE5 AND E06E5 ASW (LIPS OR 003 USCF mZ co co a g PROTECTED WALL: (Bearingor Nonbearin Wall) - - - ALUM ANGLE CLIPS o 0 0 ° o o z W g Z3 � D U) U) Q U) / ) 2 HOUR FIRE RATED RE515TANGE I" AIR SPADE ; ; , ; Studs cross braced at mid-height where necessar for clip attachment. Min 3/4 in. _ ___ - ( WALL A55EMBLY 5HOWN HATCHED DOUBLE H-STUD TRACK 4. Wood 5tud5 -- Nom 2 by 4' in. max Spacing 24 in. OG g y p SCREWED BACK TO BACK w `� �' separation between wood framing and fire separation wall. s 2ozo Nrs�-►obs►�oR!zoNrA!.GONTINUIiY, DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND N 4A. Steel Studs -- (A5 an alternate, to Item 4, not Shown) -- For Bearing Wall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 (0.032a in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) EXT FIRE wain SHPT'� 1N1015�0h1 BACK TO BACK CEILING W/GYP. BOARD OR MINERAL exrazioR staLL To Ex1F!zloR san!t WOOL FIRE BLOGKING primed Steel, cold formed, Shall be. designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel w " N I AIR 5PAGE UNRATED 2" H-STUD TRACK 5TG RATING Structural Members by the American Iron and Steel Institute. All design detail= enhancing the Structural integrity of the wall a55embly, including WINDOW (2) PIECES G.P. TOUGHROGK I" _ the axial design load of the 5tud5, Shall be o5 specified by the Steel Stud designer and/or producer, and Shall meet the requirements of all 2020 NY5BG 5EGTION 106.5 U56 BROCHURE 5A100 (FIRE RE515TANT a livable local code a envies. The max Stud S acin of wall assemblies 5hal not exceed 24 in. OG. Studs attached to floor and ceiling EXCEPTION #2 0 - FIREGUARD TYPE "x" SHAFTLINER, 2x4 P.T. SILL PLATE Z pp g P g UNSPRINKLERED BUILDINC5: - WATER PROOF BOARDS W/ ASSEMBLIES) track5 with 1/2 in. Ion Type, 5-12 Steel Screws on both 51de5 of 5tud5 or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED =___ _ FIBERGLA55 FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL LU g yp 2020 NY5BG 5EGTION 106.5 AND EDGE5 SYSTEMS) � _ UNEXCAVATED TYPICAL a �• i_ A151 Specifications. Top and bottom tracks Shall con5i5t of Steel members, min No. 20 M56 (0.032Q in., min bare metal thickne,55) Steel or min 5HEATHING TO EXTEND 4-0 ON _- __ __ EXCEPTION #3 GARAGE SLAB TEST#UL DE5 0341 O w m No. 20 656 (0.036 in. thick gale Steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound structural connection between BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL BUILDINGS EQUIPPED W/NFPA 13 OR *4"PL.5LAB(MIN.3500 PSI coNc1 UJ Q Y steel studs, and to adjacent assemblies such a5 a floor, Ceiling, and/or other IIIa115. Attached to floor and ceiling ce5emblie5 with Steel A55EMBLY AND OFFSET WALL NFPA 13R SPRINKLER: ACOUSTICAL PERFORMANCE = 5TG 60 > v I REINFORCED WITH bxb,10/10 W.W.M. > w fa5tener5 s aced not greater than 24 in. O.G. 5tud5 cro5S-braced with Stud framing at midheight where nece55ary for clip attachment. Min d *TAMP a FILL TO5LA DENSITY TE5T#RAL-TL-bb-350 p 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHING (I)#4 HORIZ.REBAR ° ° *SLOPE GARAGE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" Z In. � o 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RE515TANCE TOWARDS 6ARAC5E DOOR MINERAL WOOL BATT AT EACH 5IDE -- e rnate to Items 4 and 4A for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel WALL A55EMBLY END b" WIDE x FULL c5 46 5teel Studs As an alt 1 g y g g 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED ° ° II II SECTION 12063 OF 2020 NYSBG- WALLS, W 5haped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 RESISTANCE WALL A55EMBLY d PARTITION5 AND RATIN 7 DHEG in. OG. Studs to be cut 3/8 to 3/4 in. le55 than o55embl height. To and bottom tracks Shall be channel Shaped, fabricated from min 25 M56 TED WALL ASSEMBLY DETAIL 2 FROM EACH SEPARATING DWELLING UNITS o accommodate stud 1ze with min I in. Ion le. 5, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected Steel, min width t g g g ° SERVICE AREAS SHALL HAVE A 5TG OF 50 max. 5tud5 cro55-braced with stud framing at midheight where nece55ary for clip attachment. Min 3/4 in. Separation between Steel framing and N.T.S. OFF-SET EXTERIOR WALLS OR MORE. _ area 5e aration wall. Finish ratinghas not been evaluated for Steel 5tud5. d . (I)#4 HORIZ.REBAR® MID PROVIDED 5TG-60 � ~ 5. 6yp5ud Board -- GIa55ified orUnclo55ified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME WALLS 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° a a :: - Z w m over Studs. (Optional) Joints covered with paper tape, and RESISTANCE WALL A55EMBLY N ANCHOR BOLTS(I4Lii Studs with 1-1/4 in. long Steel drywall nai15 Spaced 8 in. OG. Vertical joints located Dv ( p ) p p p 5HOWN HATCHED ° .. EMBEDMENTT)OR ADHE51VE Z J joint compound. Nail heads covered with joint compound. ° NOTE: UL #33b EXGEED5 CURRENT FIRE CODE (� o o ANCHORS W/3"X3"X�4" 5TANDARD5 AND REDUGE5 SOUND TRAN5FER 6. Attachment GIipS -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glip5 Secured with Type 5 5crew5 3/8 in. long to UNIT JNIT 12" FOUNDATION WALL ON 24"A2" WASHER PL ® 24" 0/G. BETWEEN UNITS w "H" 5tud5 and with Type W 5crew5 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING between wood framing and "HI, AND DOORS (� 6A. Clip placement (Item 6) for Separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically be g 5tud5. IIs u to 44 ft high. 5 ace cli Sas described in Item 6A for upper 24 ft. Remaining wall area _ placement Item 6 for 5e aration wa pp 9 6B. Clip p ( ) p p g P p _ II 11 Lu below re uire5 cli 5 S aced a max 5 ft Or, vertical) between wood framing and H 5tud5. q P p y - 6 ft high. 5 ace cl i 5 o5 described in Item 6A for upper 24 ft. 5 ace cl i 5 a5 HORIZONTAL #4 ° 6G. Clip placement (Item 6) For separation walls up to 6 g p p pp p p described in item 6B for nett 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically between wood framing and H Studs. UNRATED SIDING (TYP) 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud Or nominal 2 by 6 in. Stud nailed together with two Sin. long UNITS 4 7 2020 NY5BG 5EGTION 106.5 EXCEPTION #3 4'-O" MIN. 4'-0" NTN. IOd nails Spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails Spaced a max I6 BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: JOB NUMBER in. OG. vertically. Intersection between partition wood 5tud5 to be flush with the 2 b 4 in. 5tud5. The wall partition wood Studs are to be UN5P NYSBG SECTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE y p FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDINGS: (MODEL B- 15 ) & 2016O23 d Stud fastened with 3 in. Ion 10d noi15 5 paced a max. 16 in. OG. vertical) . Maximum one non-bearin wall RE515TANGE WALL A55EMBLY END b" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 To EXTEND 4'-0" w framed with a second 2 by � In. woo g � y g partition intersection per Stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH 51DE5 OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL B = SHEET NUMBER 2 HR FIRE RESISTANCE WALL AE5EMBLY 4 8 (MODEL B- 2 ) N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 *Bearing the UL GIa551ficotion Mark RATED WALL ASSEMBLY DETAIL [L__J r3 ti MZ 91 USG AREA SEPARATION WALL SYSTEM UL# U336; L Last Updated on 2010-10-21 N.T.S. AT FLUSH CONDITIONo FTEST #RAL-TL-88-350; STC = 60 w ,JL W� 2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED