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HomeMy WebLinkAbout45931-Z Town of Southold 12/22/2021 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42645 Date: 12/22/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 56 Millstone Ln Unit 28,Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/25/2021 pursuant to which Building Permit No. 45931 dated 3/16/2021 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: One family dwelling with unfinished basement, rear covered porch and attached two car garage as applied for(unit The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0082 11-24-2021 ELECTRICAL CERTIFICATE NO. 42645 12-21-2021 PLUMBERS CERTIFICATION DATED 12-20-2021 Suf Plumb?)g Aize gnature ��o�SaFot,r�oGy TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45931 Date: 3/16/2021 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit# 28, B-2 model) At premises located at: 56 Millstone Ln Unit 28, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-2-2 Pursuant to application dated 2/25/2021 and approved by the Building Inspector. To expire on 9/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO-NEW DWELLING $50.00 Total: $1,961.60 Building ter------ ' Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department A. For new building or new use: p nt with the following: I. Final survey of prope11y with accurate location of all buildings, roe lines, topographic features. property rty nes, streets,and unusual natural or 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2 0 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. X10 of]/o lead. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and " r - L Accurate survey of property showing all property lines,streets, building and unusual natural o p e extst�ng land uses: features. r topographic 2•. A properly completed application and consent to inspect signed by the applicant.If a Certific ate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to thea C. Fees pp sli cant. 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to d Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00 BuWell�ng$50.00, 2• Certificate of Occupancy on Pre-existing Building $100.00 3. Copy of Certificate of Occupancy stresses$50.00. 4. Updated Certificate of Occupancy-$ 5 5. Temporary Certificate of Occupancy$50.00 -Residential $15.00, Commercial $15.00 Date. � 015New Construction: Old or Pre-existing Building: Location of Pro ell (check one) P Y� J�Cp �/lt� House No. `�f ' Street Owner or Owners of Property: P��!/ v Hamlet Suffolk County Tax Map No 1000, Section Del AW4'� C�a Block ® Lot ©� (SubdivisionCa t �-- Filed Map. Permit No/ Lot: (� Date of Permit._ Applicant: ( ®� Health Dept. Approval: Q �/ 6 r ! Underwriters Approval: Planning Board Approval: �� Request for: Temporary Certifi ate Final Certificate:AApp kat Fee Submitted:$ n ---- CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersi ed (is) (are)the owner(s)of the premisesi e T w of Southold,located at ` S e fid' which is shown and designated on the Suffolk County Tax Map as District 1000, Section /0)401 ,Block ,Lot C)O,� That the undersigned(has) (have)filed, or cause to be filed, an application in the Southold Town Buildina Inspe tor's Office for the flllowin�g;, kA4That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: u•e � i o t� rl t ai (Signature) (Print Name) pf SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.rich ertCc�town.soLitho Id.n .us Southold,NY 11971-0959 i0 y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 56 Millstone La (unit#28) City: Cutchogue St: New York Zip: 11935 Building Permit#: 45931 Section: 102.1 Block: 2 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY 4' Service 1 ph 150a Heat gas Duplec Recpt 43 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 5 Main Panel 150a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 28 CO Detectors 3 Sub Panel A/C Blower 1 Range Recpt gas Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt gas Emergency Fixtures Time Clocks Disconnect 150a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke / co detectors, 2-smoke detectors, 2-bath fans, 9-ARC fault circuit breakers,5-combination GFCI/ARC fault circuit breakers. Notes: Inspector Signature: Date: December 21 2021 81-Cert Electrical Compliance Form.xls All 7 own 1-lail Annex f� r�. �sI �tw ��°i�? � Telephone(631)765-1802 54375 Main Road ` I II s 765-9502 T ln. P.O.Box 1179 - Southold,NY 11971-0959 BUILDING DIEPAIRTREN T T0"HJT\�T 1F r0lJT111'0� CERT IFT CAT! OPT Date:CC rK-2t't �710 C)'b' -/ (Please prini Plumbe-.: Zease grin, I,eii l )1 '11 i fire SOlCict'USeQ til file j�Vr?tet 5t1}7i�ly SySL�ill c0il'a ns less than 2/i J o-f I% tel/ ..,-'.:•.r:•...._. -- iUmbers SIC, !Ire Udom to before me this d day of'---UC-p-MA0A. � a ANNA MORITA (Votary Public,State of New York -_._--__--- Reg.No.011716368?,&1, Qualified in Suifoik County Commission Expiresf -/L 0p� i',Totary Public; — �� C:ounir' uwt. , .�• , ��. BUILDING DEPARTMENT-Electrical Inspector `°: TOWN OF SOUTHOLD Town Hall Annex -.54375.Main Road - PO Box 1179 - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrlsoutholdtownny.c -.sea nd0southoldtownny.uov APPLICATION FOR ELECTRICAL INSPECTION . ELECTRICIAN INFQRMAT'ION (Am information Required) Date: : Company Name:.. . 7777 Name: .. c ern it License C Addiress; n t. Phone JOB SITE INFORMATION (Al!information Required Nanie: 1t 1 u , Awa _ S Address, Cross:Street; . ► - Phone No : 3i Tax Map,District; 1000 Seetion. BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply. Is job reader,for inspection?: YES NO Rough In Final . Do you need a Temp Certificate?; ES` Q Issued A!I information re uifed} Temp information: ( q Seryiae Siz 1 Ph 3 Ph Size:, A #Meters. Old:Meter# -. g ew Sere Fire Reconnect-Flood Reconnect-:Service Reconnected-Under round -Overhead #Under round Laterals, 1 2 H Frame; F'Ole Y N • Wor one on ervice, Additional Information PAYMENT,:DUE WITH-APPLICATION! Request for inspection Form-As �' \` q i(01171 �VSOUTH V��� �1� Y9 � O # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ OUNDATION 1ST ROUGH PLBG. FOUNDATION 2ND [ ] lNSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA ) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �S� Zo�A, �A �Ci 0 vv DATE INSPECTOR 1 BOE SOUry on o`o # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O �ycnurm N�' 765-1802 INSPECT ON - FOUNDATION 1ST [ ROUGH PLBG. [ -PFOUNDATION 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 RE ARKS: DATE INSPECTOR pf SOOIyO� �, 36 11411111-0 -e T' �Z # # TOWN OF✓✓SOUTHOLD BUILDING D4. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. "[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE,& CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION '[ ] FIRE RESISTANT PENETRATION NJ5ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION- [ ] PRE C/O REMARKS: Q�- A in DATE ..�✓! INSPECTOR �_ -- ����l a0F SOUTy q ewv-4L Y<z # �# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION — [ ] FOUNDATION 1ST [ OUGH PLBG. [ '] FOUNDATION 2ND [ ] INSULATION/CAI j [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE-& CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VJA (04k�q cs Dom- cpbftn,4 DATE 9 INSPECTOR hO�*pF so(/T�O� # # TOWN OF SOUTHOLD BUILDING DEPT. j �yco765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ J-FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL {' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION [ j ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR Y`' Aol laf SOk:-A # # TOWN.-OF SOUTHOLD BUILDING DEPT. co 765-1802 } INSPECTION [ ] FOUNDATION 1ST [ ]' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] . FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O � tt REMARKS: (9 volltl. �h_ -tV, wte,�-- pr-V DATE INSPECTOR U'lu,f dy �nQ -�U.vIG�C".sem' k451 31 '',P40 �L. 4, �:.,y V �� Jl��--� u ( � ( J g� �� :: ^. _• , _ . . �� . � ._, ..� _ .. i�� �'� 4 ;, : . 1 �' .� � , I,'+�t ..Y�''T�� � �.r. .�;"•r j, IJF .':fir° - y, �. .rr '.� rs ... :. .+ 1 '� ��'�`y�� �r,.j ,fyr f �� ��.�~�� LW y i y �f .r' .' r. �... .,� � 4 a- �M *� �?Yl�i.f:�`wn ,� � ... � SWC! '777` N �' r.t .' r� �.. " -�_� - art�"' _ �. ! ` ..�: ., l ,.` � e 4 ' R � �T�/ , . � y j /� �f r / �Y a �. i A �,� ;♦ ` �,� � :-'A !'�IIS""" � � �' ��t�.� � t'�,. Mf;,«�'�" ��. .. - n r ;. a�L, y ...� � o ..i,� � ...�..ut_�y�'I.�.�f -�a, .. w t •*11�,.• _� .efir.. Y r ".'f .. _n"�s Yw �, p`� 4y r s t S GRCH ARCHITECTURE AG 1 y # SUITE 202 t o 3750 EXPRESS DRIVE SOUTH tO ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM $._. �.�.m. .. - J631)864 3395 Novernber 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Pians Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foarn 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 %" (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 less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with respe--ctf7ujIyX,SUbnmi 8 ed, ED A) c,, CgERT qy ). ''�� Glen Cherve• y,� IA, LEED AP Principal - 02381 0 T�OF NE�� MI.caAWICAL c®RP®RATIO 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 0 (631) 563-1298 Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIa, NY 11749 W W W.GRCHARCHITECTURE.COM (631)$64-3395 April 23, 2021 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 Cutchogue, New York Unit No. 28 / Permit No. 45931 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 2015 IRC and Energy Code as well as the 2017 Code Su ement. Respe. tfully submitted, �ERED ARC \5 �CgERT c& y X CIA n Cherveny, AIA, LEED AP * � � Pr" cipal 9 T 0 B1� Q OF NE`Ny ` Manual S Compliance Report Job: " wrightsoft, Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 28-56 Millstone Ln, Cutchogue, NY 11935 Cooling Eqyipmentr Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8'F Outdoor design WB: 71.0oF 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 Eq uipment Design Conditions Outdoor design DB: 10.0°F 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, 2019-Jan-0414:37:07 „�,„,.;�,,,,M1,,,,,,,„,,;i,�„ Right-Suite®Universal 2016 16.0.32 RSU20066 Page 1 li ...mor Model B2 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W A FormAft • Examiner Form RIPER I A - D- •. • - 15 Mar 09 crco�t«rgcaaar� Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No Duct distribution sketch: Yes No Home address(Street or Lot#,Block,Subdivision): Unit 28-56 Millstone Ln, Entire House HVAC •A■ CALCULATION ,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 HVAC EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 Furnace,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 HVAC DUCT DISTRIBUTION SYSTEM ■ •I 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 Ra to=ASP+(TEL x 10 0) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed'above. I understand theclaims 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 " Wrilglhts®trt' Ri ht-Suite®Universal 2018 18.0.32 RSU20066 9 Load Short Form Job: " wr1ghtsoft, Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 28-56 Millstone Ln , Cutchogue, NY 11935 b- • n' Information Htg Cig 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/lb) 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 CLI 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. vvrightsoW 2019-Jan-04 14:37:07 ^, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 XCA...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. -!}I-wrightsoft® 2019-Jan-04 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20065 - Page 2 ACCK...mor Model B2 MAN JSD1Rimor Model E32 MAN JSD.mp Calc=MJ8 Front Door faces: W ` 9 Project Summar Job: 111 ri htsoft Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com :Project • • For: Unit 28-56 Millstone Ln, 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. p� =ight6Oft- 2019-Jan-04 14:37:07-� Right-Suite®Universal 2016 18.0.32 RSU20066 Page 1 +��...mor Model B2 MAN`JSD\Rimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces: W N 7<- Level 2 [9,970 �akfast 98 cfm 01140 cfm Living Kitrn 105 cfm M bed adiab Pant Lrndry K60 cfm Dining area in rfm d E;67Mud fm 11 cfm M bath L40 cfm CL1 1\7 cfm Stair 1 Foyer [1\27 cgRth 2 CL Garage Broan Exhaust Fan Model L150 60 CFM Energy Star Continous user timer Bed 2 91 107 cfm Job#: Energy Testing Services Scale: 1 :91 Performed by Energy Testing Services ... Page 1648-A Locust Ave Right-Suite®Universal 2018 Unit 28-56 Millstone Ln Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue, NY 11935 Phone:631-244-2627 N JSDV019-Model 1437:1 JSD.rup r.b.delfino@energytestingsery ices.com N Level 1 6x16 8 x.16 9 1 14 x 1 1 219 cfm adiab 0 Bsmnt Makeup air 60 1219 cfm CFM Skuttl 141.- 5" model 216 24x16 8x16 9 Job#: Energy Testing Services Scale: 1 :91 Performed by Energy Testing Services ... Page Unit 28-56 Millstone Ln 1648-A Locust Ave Rlgh18 i e@ Universal 016 Bohemia,NY 11716 218.0.32RS 20066 Cutchogue,NY 11935 Phone:631-244-2627 N JSD�2019-Model 14 MAN JSD.rup r.b.defFno@energytestingsery ices.com Duct System Summary Job: 4+ wrightsoft® Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 28-56 Millstone Ln, 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 • • Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 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 st1 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 SO Supply DetailTable 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 SO 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 -�-wrightsoftm 2019-Jan-04 14:37:07 nim�+re.N.•r �,,..,,...,�,..., Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ...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 wrightsoft- 2019-Jan-04 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 flvvt�...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Home Energy Rating Certificate Property HERS _ Unit 28 Model B2 -Magnolia Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-06-18 Rating Number: 56 Millstone Ln Registry ID: 438372876 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 53 Efficient Home Comparison: 47% Better Use MMBtu Cost Percent Heating 49.9 S108 42% General information Cooling 0.7 $44 2% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.7 $197 8% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.4 $1270 49% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.7 $2617 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: 78 cfm, 23.2 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 NA PR w Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 ffi iltratio Rate 1129 CFM50 (2.08 ACH50) Foundation Walls R-13.0M hod rB or Michael Fauci 1,129 CFM x 60 Min Per Hour=67,740 / 32,538ft =2.08 AC 0 _ Energy Testing Services Lights and Appliance Features �4 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 ge/Oven Fuel Natufal gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 1.05 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 7 j� 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 2021 Combustion Safety Testing Form Certified Home Address: 56 Millstone Lane 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: 2021-12-20 Outdoors Temp During Test: 40 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❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pump Q Other❑ t z Venting Type 3 Dra t Spillage Sin llaee CO - CO Efficiency Fuel Tvpe -.Circle Ty e) Pascal) (Worst Case (Natural) orst Case atw•al Rating:95.0 NO PEIO❑E❑ NQCMOS_✓ N/A Pa. Pass El Fail❑_ Pass❑✓_FailE1 N/A Ppm N/A PPM Water'Heater' Primary: Yes ❑✓ Type: Standard Tank aIndirect Tankless ❑ Size: 75 0 Style Common Vent No n Instantaneous❑Commercial (See Note 5below) (Gallons) a Stand Alone Z✓ s r Venting Type 3 Draftspillage Spillage_(Natural). CO co ( Efficiency Fuel Type p ) (Pascal)e Circle Tgyp (Worse Case) (Worse Case) (Natural) EF: 0.69 N❑✓ P❑O❑EL] N❑MQSQ N/A Pa. Pass QFail❑ Pass✓�]FailEl N/A PPM N/A PPM Oven .,. Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No 21 Oven CO 3 PPM I Ambient CO(During Oven CO Testing) o PPM 1 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 testis 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. { Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) ' 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: 2021-12-20 FOt SCOTT A RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR �� x TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765-9015 N'TICHAL`L.COLIbTOWN.St�iFTHOl..11,NY_U_5 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings. September 22, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 27-30, 39-40, 43-46 & 111-114 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of units 27-30, 40, 43-46 & 111-114. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. I also inspected unit 39 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally, the driveways of units 27-30, 39-40 &43-46 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 4.. ................ _. - .. .. ........ .. - ......................,..,.:........................, ................ ........ ,..._..... ...... .......,. _ v.. ,......, OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexbaa P.O.Box 1179 54375 State Route 25 f(j� Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY g Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re:: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 2021. 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 Mg.CHANICAL KIRO 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 0 (631) 563-1298 Fax: (631) 563-2954 `v � • fig,, - ` � '� ' >R ''`` � i GFZCH ARCHITECTURE AC 3750 EXPRES S DRIVE S®t)TI-1 SUITE 202{ k NY 11749 vuW�/V.C3RG!-[ARCHl7'£CTURE.COP/1 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 insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York 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 %" (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 less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM 84. espectfu)ly submi ed, I, 0 DgQRr C,,/ >, �� Glen Cherve IA, LEED AP 5- ¢,oa, , Principal f {� (P "9 02381 Q T�OF NE�� FIELD INSPECTION REPORT DATE COMMENTS • rr RR FOUNDATION(1ST) ODy Ao AV ------------------------------------ [ o FOUNDATION(2ND) Law y / H ROUGH FRAMING_ & y PLUMBING IA . J r INSULATION PER N.Y. y STATE'ENERGY CODE FINAL ADDITIONAL CO NTS . q S"-- W CJt °z H. N . t,:=oSUEFoikc TOWN OF SOUTHOLD—WELDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 httl)s://www.southoldtownny.,ov For Office Use Only Date Received 14 [PE :TN . Building Inspector: `rte'—, I Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's "j l F E a 2 5 2021 Authorization form(Page 2)shall be completed. APPLICATIONTOR BUILDING PERMIT Date: OWNER(S)OF PROPERTY:. Name: Rimor Development Tax Map#:SCTM#1000- 102.01 - 02- �b Physical Address: 5 ` (l n lace 11 t Phone#: 631-678-2667 Email: te6alia65@gmail.com Mailing Address: pg R � CONTACT PERSON: Name:Henry Alia i 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 ❑Demolition Estimated Cost of Project: ❑Other 1 $240,000.00 Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes ONo 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 Permitpursuant to the Building Zone Ordinance of the 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 rein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authori d spectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to a on 0.45 ofthe New York State Penal Law. Application Submitted By(print n e) enry "a 2Authorized Agent ❑Owner Signature of Applicant: Date: a v 1 STATE OF NEW YORK) o� 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 therewi h. Sworn before me this L day of 20-�aL SHERRY PIRONE NOTARY PUBLIC,STATE O1✓NEW YORK PROPERTY OWNER AUTHORI ATI(jNgistration No. 01 '16388308 (Where the applicant is not the o ner) ualified in Suffolk County Commission Expires March 04, 20-23 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 1r•, ,.�� BUILDING DEPARTMENT-Electrical Inspect®r TOWN OF SOUTHOLD Town Hall Annex - 54.375 Main Road - PO Box 1179 } Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ..,,; ro err southoldtownn . ov — seand LZDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required} Date: Company Name: Name: %Ci License No.: ZrI C)b 1 _ em ii: (V 2 . e c0. a ,,i ca) ` ^� Address: Phone No.: la JOB SITE INFORMATION (All Information Required Name: Address: #2d' � Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: JCQ, 01 Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES 0 Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: ). A #Meters—J® Old Deter# CewSery - Fire Reconnect- Flood Reconnect-Service Reconnected-Underground - Overhead # Underground Lateralse 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for inspection Form.xls ' ` \' � el) � Pv I i S�FFO(, c Town Hall Annex 54375 Main Road �� Telephone(631)765-1802 P.O. Box 1179 0 Fax(631)765-9502 Southold, NY 11971-0959 ' of �� BUILDING DEPARTME,' T NOTICE•-.OF..UTILIZATION OF TRUSS ! TYPE C.ONS,TRUCTION PRE-ENGINEERED Ut/U01) CONSTRUCTION-ANDLOR T MBER CONSTRUCTION! Date: Owner: it„d -------------------- Location-of-Property: I Please to -. otice that thd,,{chuck applicable=iitae): New commerciaj.orre slcCenti'al sfiructure.:. , Addition toe dommercEa6pr residential:structure'= E ttehabilifiatipn o. ri-existing.:0 MM.-ercial or residerifial:structure to be.constrctcted`o'r.performed.at the subject property reference above,will-iltil i e (check appf ab�ie'�lie): Trusk -4 e'-construction TTQC)D+- L . Pre-engitzeeC-Od'-Wood construction (PW) ,. _ Timber consfrucfiort(�"Cg - in the following location(s) (cheek appltab,Ie llne) I . Roor framing, incl inj girders and beams (F) Roof framing (R) Floor and roof mi g (FR) . ` Signature: Name (person submitting this form): Capacity (check applicable line): ! 'Owner j .. Owrier representative TrussReqI5.docx Effective 111!,h 015 ; • .� f ! in 2rv.i�rfritf.L, i�fl���� ..,� f 7��yr•.•s oc� -,.Z"'Y JL+;r��,.'Ji�� '."�:'�'-'�*.>t. �•� i!�'?"� �'iv,_v,. �''�`t, .. t cSsyrxY• ,.e{j '�+*�:?.:,.i� • �,�!�a'5��� Ynr31 �•L� 4TNa� t� ti�rTr•r rfz 1 a t �•l �l.. 1—Z V14 rZl/ rrt�rt�lj�r fs 14 Ar Xv • �Y .tq'):� J�� �"•a l�f�J t.`I Z iris 7� � t t~ v til?^� •{� aa'f..Y. Fhw t�}1>.rw f i t�" �:+ t '11 �r.•��lel t 1,'�t �.rl ���1�/Y� : 3 � k- I' �' }r r t i:� ` lr J" J , t .. tr -�• {t c ;r 6 f� fff 't � ",p 't.� t.• ` � >�� t�• J� L i 'FW 41 ''�' :.�+j j'41 f �, i' S :t, ' � r�� 3'• y J i •�I ,i� ,i� ia} � t ,4� a • i . 1 t _ 1 ;,f __ `�'. u'� ,,.) I' � 1 !�t i i7,�' b � eV Y•t ..J..� ,� 3 ; �.t. ..� t 4 � e�.. i 4 k•i �1' t � � : 1 f }� t -�. _.j � IJ' `� 11 �`a4 s�! k .� k-• tF ,ha FLOOR c' G• F GIRDERSa Ift 4 N CT LA PROPOSED NATURE TRAIL (PERVIOUS PAVERS) 10.7' 13.7' 26 25 24 30 29 r '.' 267 B B1 61 B m B1 (k w z z w EN EN EN 17.9' rys, x ENwi ;I�° ............::: r. R ?JCSiE`zR• d ,..fit' R..xr Y 3i ,2 ................ ............ . ..................... xi A .:: R7—XL ��-.............. .. . ��,�-� L PROPOSED Cil R7—XL R7—XR LA TYPE B—D X OUT FOR PAR14 € W11-2 � r RAMP TYP.) N3 Din rrl r a"""d.vuiYa Y DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANIC AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Department Ref.No. (63I)852-5700 OR HealthWWMCsuffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO COIVSTI2UrC WA17F-R SUPPLI'FACILITIES FOR A S'NGLE FAMILY DWELLING T SEWAGE DIED®SAL Ai�1D PLEASE COREFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS MPLETE APPLICABLE SECTIONS OF THIS FORM.. ALL SIGNATURES MUST BE O SECTION 3 FOR ALL RENEWALS AND TRANSFERS RIGINAL. EXISTING REFERENCE NUMBER: R10-17- T_axMa1\,o_ 1000 District Section Block Lot Name of Current Applicant: Rimor Development LLC 2 Mailing Tel#: (631) 735 9200 b Address:R® I3ox.908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com Name of Current Agent:Henry Alia Tel#: (631) 678-2667 Mailing Address: pC Box 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 SECTION 2 FOR TRANSFERS E�UITII PREVIOUS LICANd �j�OaENlication will be required Name of Previous Applicant/Agent: T PERMISSION I hereby transfer all rights and interest in the above referenced permit to the new applicant name Signature of Previous Applicant/Agent: d above; SECTION 3 FOR TRANSFERS 9i'I7CI•IOUT PREVIOUS APPLICANT/ADater_______ Name of Previous Applicant's GENT PERMISSION Architect/Engineer/Surveyor: I hereby authorize the above named current applicant to use the previous Tel#: ( ) _ project prepared by me;for the Purpose of transferring the abovnamed f erencetnumber anditslsite de this Architect/Engineer/Surveyor's signature: sign. SECTION 4 FOR ALL RENEWALS AND TRANSFERS Date:,__ Application is hereby made to[ ]TRANSFER, RENEW(check,appticable).,:a-permit to construct application,surveys and plans sub fitted. I hereb certify that I have examined-this t om Mete in accordance with this E:�,, �r� :,rr;: are true and correct,and that all or shall be done in accordance with all applicable Town,County,State and Federal Laws. "An p application and the statements therein false statement made herein is able as a demeanor Pursuant to,S210.45„--;pf New York State Penal Law.” Signature of Current Q y c t/A a LINU ! � 7-77, Date Print Name of Current pplicant/ e `,� _' (D 2..0 eeryAlia-���`����:- . .. _ . -Title Agent/Project Manager PARTMENT USE ONLY Permit is Transferred/ enewe Until 2,3 Number of Bedrooms Approved Signature of Department Representative— - Date /0 —/5'— 2-o WWM-104(Rev.02/12) 'IPE. SHALL BE 15" CPP WITH A SLOVL Uh U% ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: . OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4 DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES, E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ° BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT �E C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. , STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER .MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' VER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED tLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM" SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&G AND AAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE -PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL-SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. p DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C- 651--86, OR THE LATEST DARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, DNTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL _ TING: BACTERIOLOGICAL ANALYSES OF WATER DURING CONSTRUCTION. SAMPLES GOLLEC:T6b AF`T'ER DISINFECTION ARE REQUIRED. AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area at, nit Numbers Area (SF) (SF) Total (SF) Harvest Pointe 77-124 1;999 486 2,485Cutchogue 3,8,10,12014, ,23,26,27,29, Cutchogue, New York 33,36,39,41,45 1,S99 363 1,962 Town of Southold x•7,49,50,52,54, i8, 59,68, 72, 76 No. RevisionDate Appvd. ,5,6,9,11,13, 13 TOWN/SCDIiS REVISIONS 7/28117 AVL +. • L9,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL '-8,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 12,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL -,'3t74,7J------- - - - - 9 �fO:Vt4 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVI. 63 65 67 69 71 1,599 380 1,979 ! ! ! r �:��`.,�:...,:'rlEY�r A�;.^-"?'�=�xa :? " ;�'Ly.S�'3.'J....s..ia .s,r a'tw�r.�z..�'r�' ;,c7`•'° 15 16 17 18 1999' 408 2,407 Issued for Dote July 10, 2015 N/A 6,188 N/A 6,188 : ������Q2���®��m3 SCTM SCHS Artnroval a.x...rea*.�a �mgs-.+¢ac+•^oavm.r.e.,.�.e...m+n-am•.e..<.+aw...,��..v..,saw.n.4s+a++...v acs�.1i=�I4I.5�t�sI,�NTY a.+El�l�l�ft1141�i�lT�,3F�`BC,�'�.�'sr•='SERI111r«+ES ElraN r'0.9A.P R V L OF c t11 'MV,71 M FOR w APPAOVL-00__Z2 Drawing Number fMIRES IHPiE+:.YEARS,MION DA I rz OF APPRONAL �.. L =40 :" ;I:- 0 r U, =a:, m i Sheet of 9 28 Project Number 29305.00 SM® S Reference # Unw-06-0013 R ' ( oL zx NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES.RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. W C n A I IT IS A VIOLATION J NEW YORK STATE EDUCATION LAW ARTICLE PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,09.FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED U ! PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF ZVI, AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE p M ,ZLL �S ,Z•9 ALTERINGENGINEER ORLAND.SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND J LU 5 9 "j o LU THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH O 31*9- - .9•L N �- Z .ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Lq O w p L N N I� U I w ! n COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED WL 4 of Q'S f (V�1�//a�" P 1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. LU 0 4 _ _ N Q o '6 6 1/t NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS •� M I_•' V OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. V O W I — —— d I •0 J I] z .�£ PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE D] Q7 Z iv 4 �[ CONDITIONS IF ANY,INCLUDING,BUT NOT LIMITED TO WETLANDS,WATER COURSES, I Go Q I 0 — V /v SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS S51' 35'42"W 0•z 0——— I Q Q V OTHER THAN VISIBLE PERMANENT STRUCTURES. J LU 39.19' i 0 O 6 N COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, U I in Z LL ,a RECORDING OR BY ANY.OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED CO IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 2i F_ C I m Q 0 0 �04 � PERMISSION OF THE SURVEYOR. o I ". w I __ 0__J O D_ 1-` '6 z THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL Z Q MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER 00 CQ '�b O � 1 8.6 PURPOSE. F ,0'9 S 38024'18" E ssN M,TL o 309.36' S510 35'42"W 9-9 zl 37.18' ZLI 9.9 ,a*s Xt,I, R=140.00' L=37.19' S 23°11'01" E 39.36' R=112.00' L=29.72, S 38°23'13" E R I _7i V L I } �ttt 62.34' ` ! �.�`-�E OF •...��1�''�. R=1 12.00' S 53°37'34" E SAY 1 9 ?_021 0 L=29.79' u,, 51.14' j I w v 14i 33:4�` R=112.00' U a '3 D;'� _ L=29.75' Q r` �O• rQ � S 38024'18" E (0 b �% lig 96.29' S 24033'07"W � 107.80 ONS L=450.51' R=410.00' S 65026'53" E N� 49.54' �'P _ _ 167.99' ACTUAL I 04-30-2021 FOUNDATION LOCATION — _ ) FOUNDATION AS CONSTRUCTED SURVEY FOR R=275.00' S52055'20"W UNITS 27-28 UNIT DESIGNATION MAP OF L=77.85' F S37004'40"E HARVEST POINTE CONDOMINIUM 1 S 49009'21" E O S I f 95.00' FILE NO.:471 FILED January 09, 2018 238.82' Z SITUATED AT G I CUTCHOGUE S 40052'38" E N TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 001.000&002.000 252 55'20"W �ma SOUTHOLD 19.24' I �- NELSON + POPE c� '7 engineers•architects•surveyors Z W I 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope.com I LL 0 DRAWN BY: NP CADD NO.:INDIVIDUALSURVEYS SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 05.04-21 PROJECT NO.: 00026 1"=30' 1 x NOTES: au 3 I mW THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE w p W PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFOREARE 00 c7w ry _❑ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. ❑ ~W w CONTROL N �+ 2 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. (y, 0 �LU )l Q W MODULE N Z2 ry Qa IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, , W I -kGj G G W 2 w 0� 5 5 Q 14.8' Z I LO 00 a� PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED E 6.5' 17.2' 0 6.2' U W ZN 5 ^TO�y,q. PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE Z "" 1" WATER 7 "'5.4'rn N `�' 7 61 N 0i 0 ^Q 05 THE40 THOTATIOON!ALTERED B NEER OR FOLLOWED BY SURVEYOR SHALL S GNATURE AND THEHIS SEAL DA OF SUCH SERVICE b N 5.0' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. co J I I I 4.O' CO Z r 9.9'o .11 I e} COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED [1 I F-. d M c7 � SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Z W W Z ❑ (M A' NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS LU I I C9 l c � 3.0' a 00' y W W C o 4"SDR-35 u1C OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED. U &4 "' II C9u 3 = I Q I 0 j 0_ UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED Z Q U (.0 LL Z U Z y❑eU AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE. O D- — 41 2.0'————1 111 ——_ � ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN $51"35'40.W 92.91' Oa I Q 1.9' ao (0 PLAN DATED 7/11/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED C0 I I I �W,� I — iv 0_o NF- TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS mu ❑ � � O co rc) IOW THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. U) I I 3 I 00 I �. W r j V'0- CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR J I < I C Fes- > 2.9' 0 Z d FURTHER DESIGN. 1T o: _j I ————— � Z Z . 4"SDR-35"�o PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE tail 3 4.0' Z) D•CIS 4 �"0 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS.WATER COURSES. W O p 9.8' SOIL CONDITIONS,VEGETATION.TREES.PATHS,DEBRIS OR ANY OTHER CONDITIONS W 5.0 I O,1, OTHER THAN VISIBLE PERMANENT STRUCTURES. Q Lw 9 2 1" WATER �'7 6 3'N m 7,5 c4i Z zvc)- COPYRIGHT©NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS SERVICE 0 ZC co RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING. ❑I I W LU D: a' 6.5' i� 0 —QO RECORDING OR BY ANY OTHER MEANS.OR STORED,PROCESSED OR TRANSMITTED w N F Lj W W In 17.2' S.5' 6,2' O VFZ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN Ci 3¢ � w�¢Ci CONTROL m 14.7' 3a PERMISSION OF THE SURVEYOR 6C! j-1 w c7 MODULE O ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT HARVEST POINTE HOME OWNERS SHOWN E1: E EG wZ7 ASSOCIATION DESIGNATION LINE ALL SANITARY PIPING 4'AND 6'SDR.95,TYPICAL. IS 511025820"W N n wo SUFFOLK COUNn'DEPARTIVIENT OF HEALTH SERVIC _ Z APPROVAL OF+;ONSTRUCTeD WORKS FOR i'G {AEVV A SINGLE FAMILY RESIDENCE �O•oP�to �ETF0 Dated 9 2Q21 H.S.Ref.No. P-1 b- /7- Uo" 1-1 o�Al The sewage disposal and Water supply facilities at this location have be$n cA LU Inspected and/or certified by this Departmqnj or other agencies and found to be satisfactory FORA /MUM BEDROOMS. ,b `b Craig Knepper, P.E., Chief Office of Wastewater Management = ; °_ L� ,z-1s-2o,s FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR SANITARY SYSTEM AS-BUILT TABLE c, i STRUCTURE NAME TIE A TIE B 08-27-2021 SANITARY AS-BUILT UNITS 27 - 28 UNITS#27-28 UNIT DESIGNATION MAP OF ST-1 30.3' 68.2' HARVEST POINTE CONDOMINIUM 2 FILE NO.:490 FILED September 28, 2020 ST-2 31.7' 74.5' SITUATED AT LP 40.5' 92.0' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02.00,LOTS 001.000&002.000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S � L NELSON + POP E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 27 R10-17-0081 1,599S.F. 363 S.F. 1,962 S.F. 60 engineers•architects•surveyors 1,599 S.F. 363 S.F. 1,962 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS SCALE: CHECKED BY: MS FILE NO.: SHEET NO.: 1 OF'I DATE: 10-08-2021 PROJECT NO.: 00026 t"=30' 1 V APPROVED AS NOTED PLUMBER CERTJFICAT/ON DATE: g p # ON LEAD CONTENT REFORi FEE: It r` b ?Y. CERTIFICATE OF`OCGUPAN(, NOTIFY' IL ING .JS_*PARTM NT AT SOLDER USED IN WATER 765-1W2 8A TO 4PM FOR THE SUPPLY SYSTEM CANNOT FOLLOWING INSPECTIONS: EXCEED 2110 OF 1% LEAF I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONS'" : MUST PLUMBING BE COMPLETL 7- ALL PLUMBING WASTE ALL CONSTRUCTI'�1 SHALL MEET THE ,.,-' WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW Tf�IG:.BEFORE COVERin; YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. --USS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REOUIRED s'01JTHOL"TOWN PLANNING BOARD SGLIT;.11�'�� IJ I CEJ DQ'NOT PROEEED;W,ITI•I-_ "FRAMING UNTIL SURVEY: OF FOUNDATION LOCATION HAS BEEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL ,�r Mll5$provide Manuals WITHOUT CERTIFICA I L D, J and S as per OF OCCUPANCY NYS Energy Code Blower door and ductwork RETAIN STORM WATER RUNOFF testing required. PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic H TABLE R405.1 Z a) draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam lastic materials. c , 2020 RESIDENTIAL CODE OF NEW YORK STATE P Properties of Soil Classified According to the Unified Soil Classification System W space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear !""1 be rovided in floor-ceilin assemblies under the followin circumstances: uNIFlED solL E 2020 EXISTING BUILDING P 9 9 the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL VOLUME GROUP CLASSSSI•FFII MTION Z 0 2020 FIRE CODE OF NEW YORK STATE 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGrrE�AL U !!!"�"""" R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5 foam lastic shall be se arated from SYMBOL CHARACTERISTICS POTENTIAL P P EXPANSION 0 0 16 2020 MECHANICAL CODE 0 F NEW YORK STATE the interior of a building by an approved thermal barrier of not less than � inch gypsum wallboard. Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD Law LOW � rv' LITTLE OR NO FINES R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z L 2020 PLUMBING CODE OF NEW YORK STATE P q P / P q GOOD LOW LOW 0 V 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 R807.1. LITTLE OR NO FINES � ` � � � 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, I• ,C) C cn 0) LITTLE OR NO FINES GOOD LOW LOW Exceptions: 3. The foam lastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS, OR GRAVELLY SANDS, � -r"i V > � CP LfTTLE OR NO FINES GOOD LOW LOW ,� N} I 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without the � .- W ._ REST ENTIAL R I thermal barriers ecified in Section R316.4 subect to all of the followin : sM Section R303 P 1 9 SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z 0 9 a1 Ln ` �"a rn Light, Ventilation and Heating a thickness of the foam plastic shall be not more than inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q W - M SECTION R101 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 V UJ r- � GENERAL Exceptions: 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 FINE SANDS, ROCK FLOUR, ❑ = ti - 00 with ASTM E 84 or UL 723. 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house mechanical ventilation system is GROUP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U " R101.2 The provisions of 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. SLIGHT PLASTICITY W r) replacement, repair, equipment, 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 Section R317 Protection of Wood and Wood-Based Products Against Decay cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, m than three stories above rade lane in hei ht with a se arate means of a ress and their accesso structures not more than three stories above rade avers a illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the floor level. R317 All sills and lates on exterior foundation wall to be ressure reservativel treated in accordance with AWPA U1. GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 9 P 9 P 9 rY 9 9 ( ) 9 P P P Y cLAYs To Low a 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 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 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 woad 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 R202 Definitions: 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. Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Section R305 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 Bac fil It is installed on the interior or exterior or is inte ral to a o a ue surface of the buildin envelo e. k I placement. Backfill shall not t placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or 9 nY P q 9 P Ceiling Height R317.3 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 hei ht of fill excee Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section 9 ds 4 feet. Z R405 Foundation Drainage Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: 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 mason foundations that r 0 ry etain earth and enclose habitable or F- 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 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other a roved s tems or materials shall be R 319.1 Address identific ' PP U anon. Buildin s shall inches by 30 inches at the showerhead. g 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 slab and shall dischar e b ravit or mechani R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 3. Beams, girders, ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. 9 Y 9 Y cal means into an approved � 9 P P P 1 be Arabic numbers or al habetical letters. Numbers shall not be s elle W and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. P p d 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 dr ' F- amed ground or sand gravel mixture with soils according of not less than 0.5 inch. Where required by the fire code ofricial, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification S stem, Grou I Soils as detailed in Table 1. AWC Waod Frame Construction Manual (WFCM). (2D15 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 Y P R405.1. purposes of glazing. 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 Z other sign or means shall be used to identify the structure. Address identification shall be maintained. 0 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R308.4.2 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 Section R406 Foundation Waterproofing and Dompproofing 0 conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete anc masonry foundation dampproofin . Exce t where re uired to be water roofed foundation Section R321 Elevators and Platform Lifts 9 P q p walls that retain earth and enclose interior W demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. spaces and floors below rade shall be dam roc g pp fed from the higher of (a) the top of the footing or (b) 6 inches below the to of the basement O 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 R 321.1 Elevators. Where provided, 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. P L� , ^ scope of this code. an in-swinging door. 644. L J 9 J p g p g g 9 P 1 Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. M R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the lazin Is less than 36 inches above the lane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with orous fill u - Z ` , J p p to a height of one half of the backfill) Z R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions 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. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyeth ene to ermit water see a e while avoidin infil Yl P P 9 g tration of fine soils. � C) speed in Table R301.2(2) as determined from Flgure R301,2(5)B. Exceptions: Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. 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 JJ R301.2.1.2 Protection of openings: 1indow glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazin 36 inches or more measured horizontal) from the walkin surface. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be desi ned and R408.1 Ventilation. Crawls ace vents: Provide T'� 9 Y 9 9 P 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder w ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. 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 f 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" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. shall be recut and attached to the framin surroundir the o enin . Panels shall be redrilled and secured with the attachment hardware rovided. 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 9 9 P 9 P P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant AND RESCUE OPENING PER SECTION R310. (Egress window & window well) 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 ffP- ill TABLE R301.2(1) R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. 2 Blacking and eubflooring. Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade lumber. Subflooring shall be wood �� CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.1 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 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heatin , ventilatin , air conditionin lumbin structural panels in specified in Section x full ptreblocking shall be of any grade lumber. height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation req red in Section R322.2 or 9 R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. O GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R322.3. R5D2.6 The ends of each ois ''` FLOOD R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches j 't, 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 bearin SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual " 9 TERMITE DECAY HAZARDS 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. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditionin ; lumbin a liances and lumbin fixtures• duct on masonry or concrete ar alternatively, the ends of joist shall be su rfed on a 1x4 nbbon stri and shall be I'" LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp" tems• and other servi 9 P 9 PP P 9 PPo P nailed to adjacent stud. W w Re ion 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 ce equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502.7 Lateral restraint at supports. Joists shall be supported lateral) at ends b full de th solid blockin orb attachmen 9 revent water from enterin or accumulatin within the corn onents and to resist h dr y Y P 9 Y t ti band or rim joist. 0 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. P 9 9 P y astatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural cam osite lumber, structural lue-laminated members zone buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wirin tems are ermitted to be located P 9 � R310.2.3.1 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 9 � P cross-laminated timber members or I-joists are prohibited exce t where ermitted b the manufacturers reco MODERATE SLIGHT TO 10 Yes X 1500 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 below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations, drawings. P P Y mmendations or as shown on these Dp � /1 20 140 NO (B) SEVERE 38" V � TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned of flood waters into the system in accordance with the plumbing provisions of this code. 9 g In accordance with approved engineering practice & be prepared by a registered truss design ❑ w R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the buildin s foundation drains e s stem re uired b Section R4-05.1 professional where required by the statues of the jurisdiction in which the project is to be constructed. O 9 9 P P 9 y 9 9 9 Y q Y R 322.1.8 Flood-resistant materials. Buildin materials and installation methods used for floorin and interior and exterior walls and wall coverings below the elevation or by an approved alternative method. 9 g R301.2.1.4 Exposure category. 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 required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 1. Exposure B. Urban and suburban areas, wooded areas or other tenpin with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.22 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section R506 Concrete Floors (On Ground) design flood elevation shall: R506.1 Concrete slab on grades to be min 3-1/2 inches thick. (' or larger. Exposure 8 shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. 1. Be used solely for parking of vehicles, building access or storage. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace sla assin U 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways a 2-inch sier� shall be placed on the prepared subgrade where the slab is below rade. 9 P 9 (n 600 feet from the partially obstructed area. Includes flat open country and grassland. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: 9 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 Exce tion: Abase course is not - � p required where the concrete slab is installed on well drained or sand- ravel mixture soils classified as Grou I 1 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 9 P F- 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 /w inches where a according to the United Soil Classification System in accordance with Table R405.1. Q ee ram a unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. is measured on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less tlhan 6 inches shall be placed between F R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab an th o d e base c urse or the prepared subgrade where no base course exists. The va or retarder is not re uired for Gara es 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 desi n P q 9 R 1.3 Story Height. The wind pro�risions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported 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. 9 utility buildings and other unheated accessory structures. E"' 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 flood elevation, each area shall have openings. Z V R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. W 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 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 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 R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Section R602 Wood Wall Framing 2 resist wind loads shall be in accordance with the Buildin Code. R311.7.5.3 Nosin s. A nosin ro ection not less than 3 4 inch and not more than 1 k inches shall be rovided on stairwa with solid risers. R602.3 Design and ro�structian. Components of exterior walls shall be fastened in accordance with Tables R602.3 '1 throw h R602.3 4. Wall sheathin 0 9 9 9 P 1 P Ys 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this (, ) 9 ( ) g U R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. section. shall be faster;ed directly to framing members and shall confirm to the requirements of Table R602.3(3). R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322,3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated Elevation re uirements. I 0 wall shared b two townhouses shall be o st i h q y c n ructed wt out plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 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 s shall be rated for fire exposure from bath sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the turn. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracin , is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in . 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 floor elevation plus 1 foot or the design flood elevation, whichever is higher. 9 TABLE R602.3(1) FASTENING SCHEDULE accordance with Section R302.4. 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 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 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 rise shall not be more than inches. Headroom shall not be less than 6 feet 6 inches. and Coastal A Zones shall be supported on pilings or columns. DISCRIPTION FASTENING (a,b,c,d) IYPE assembly tested in accordance with ASTM E 119 or UL 263. R 311.8 Ram s. 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 P 1. BLOCKING BEFNEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. 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 Section R325 Mezzanines 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 R325.6 2• CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL 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: 3. CEILING JOIST; NOT ATTCHED TO RAFTER LAPS THREE 16D COMMON FACE NAIL TABLE R302.1(1) 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 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 ( ), EXTERIOR WALLS horizontal (12.5 percent). 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 OVER PARTITIONS r- � � ^ r- I located. eq MINIMUM MINIMUM FIRE 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 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ¢ r ry ry ri ti m N ui 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 o C4 N a C! r. ai eq EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches d more in diameter. 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 THREE 10D EACH FACE NAIL FIRE-RESISTANCE FATED 1 HOUR 0 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 and posts. 6. RAFTER OR ROOF TRUSS TO PLATE WALLS NOT FIRE-RESISTANCE RATED o HouRs >_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 THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL of the following: Exceptions: 77.QRS RAFTERS TO RIDGE, VALLEY OR HIP THREE 100 COMMON. TOE NAIL PROJECTIONS FIRE-RESISTANCE FATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet 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 TWO 16D COMMON. END 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 position. enclosed space is not greater than 10 percent of the mezzanine area. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 8. STUD TO STUD NO AT BWP 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with ( ) 16D COMMON AT 24"O.C. FACE NAIL 9. STUD TO STUD AT BRACED WALL PANEL MINIMUM MINIMUM FIRE 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 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 Z co EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after 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 g WALLS FIRE-RESISTANCE RATED 1 HOUR 0 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 y y 9 P P 9 9 P 9 P y y 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 6 Z o7 a a 3 feet the area required by Section R310.2.1. an inor anic material or fill. 12. TOP PLATES TO TOP PLATE z z z O z z Z N Y 9 16D COMMON ® 16"0/C FACE NAIL 0 O_ O_ F- O_ O_ H w TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL V5 V5 > co V5 a a � R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section R313 Automatic Fre Sprinkler Systems 2. Basement walls ex osed to weather 00 5 w 5 5 co p 3 0 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24 MIN LAP SPICE' �w w ww w� U deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) assessor structures. automatic sprinkler system. 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 (o R302.2.4 Parapets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 ( o or NFPA 13D. 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"O.C, 0 1. The parapet shall extend not less than 30 inches above the roof surfaces. R 403.1.3.6 Isolate FACE NAIL Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be a ui ed d concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearin walls, ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinklers stem. q PP isolated plain concrete footings su rtin columns or edestals are ermitted. 9 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL o 9 9 PP Y PPo 9 P P �, each side of the wall or wallls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NEPA 13D. 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 Y inch diameter FOUR 8D COMMON. TOE NAIL 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 than nominal 2 inch (51 mm) ledgers 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 the width of the plate. A nut and washer shall be ti htened on each anchor bolt. There shall be a m'ni walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the 9 r mum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. 0 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. T E NAIL F- (� 3. A parapet 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 building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST C•�i BLOCKING TO SILL OR TOP PLATE 8D COMM ON ® 6"0/C TOE NAIL W w 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 deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a � 0 R302.2.6 Structural independence. Eacl1 individual townhouse shall be structurally independent. TABLE R404.1.2(1) Exceptions: Section R314 Smoke Alarms 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6""o/c at edges and 0 O m 1. Foundations su ortin exterior walls or common walls. Minimum Horizontal Reinforcement for Concrete Basement Walls PP 9 ROOF, AND WALL SHEATHING TO FRAMING ( ) 12 o/c at interior W w R314.1 General. Smoke alarms shall comply with NEPA 72 and Section R314. 8D COMMON ROOF 5. Townhouses separated by 13 common wall as provided in Section R302.2, Item 1 or 2 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 MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) W Y HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 0 Cd R302.3 Two-family dwellings. Dwelling units in two-family dwelings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (�� a. All nails are smooth-common, box or deformed shanks exce t where otherwise stated. Nails used for framin and � _ fire-resistance rating where l;ested in accordance with ASTM E 119 or UL 263 ar section 703.3 of the Building Cade. Fre-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. P g sheathing l� U 0 wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), Z 1. O each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. C9 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically (n 4 Exceptions: ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W r' 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 >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 1A fire-resistance rating of hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA shower. walls and 4 inches on center to gable end wall framing. 0 �,.� v 13. 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 ❑ 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 alarm in a location required by Section R314.3. shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 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 self-closing device. Doors w = 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed MINIMUM VERTICAL REINFORCEMENT BAR R602.3(5) 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus w L) from garage into habitable since: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. SIZE AND SPACING (INCHES) II 9 PP p roof/ceiling assembly. 2x6 W R302.5.2 Duct Penetration. Ducts in tlhe garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum wa studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximu f MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 9 pp m 0 two floor plus roof/ceiling assembly. Exceptions: F 5.- 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. Wall HEIGHT BACKFILL HEIGHT Where designed by in accordance with accepted en ineerin ractice or where the ultimate desi n wind s ee 0 45 PSF PER FOOT OF DEPTH 9 9 P g p d rs less than or equal to 130 mph, Z m 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with FEET FE Do not backfill with an soil containin silt or cls . 2X6 2 rode studs su ortin a roof loo R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. ( ) ( E� y g y # 9 pp g d with not more than 6 feet of tributary length shall have a maximum wall hei ht of 18 feet when 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 s aced at ;6 inches on center and 20 feet where s aced at 12 inches on center. 9 Q Z 1 6 WALL THICKNESS (INCHES) P p ac men o gypsum card shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are individual dwellin unit. 8 to 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearin p _ perpendicular to the adjacent dwelling unit wall. 9 9 � / � � TABLE R302.6 Gara a walls: 5 8 inch t e X sum board on arae side, 1 2 inch e X sum board ono osite wall side at habitable areas. Gara a ceilin : 5 8 8 7 NR NR NR 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 9 YP 9YP 9 9 / tYP 9YP PP 9 9 / type X gypsum board Section R315 Carbon Monoxide Alarms 9 8 5 ® 41 NR NR than 2 inches nominal thickness and have a width not less than the width of the studs. W "" ,('j\ �. ��. . ... . R302.9 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 & Ceiling R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 s R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and fi ure R602.6 1 . Notchin & bored hal RC ER '�� : 6 m 41 5 m 22 NR 9 ( ) 9 e Irmitations for . / ��N lC finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate U O 1 n_ ti� 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 8-10d nails H ( _ �c CTI R 02.11 Fre blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. each side. Follow manufacturers s ecificatians for en i wiled tai b s. fl ure acros6.1 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: p g p ( g ) Q : 0 , 4r z n : 1.1 Vertically at the ceiling and floor levels. Locate vertical bars 1Y" clear from inside face of walls. The center of bars shall not vary from this by more than % inch. *4 Z : 1.2 Horizontally at intervals not exceeding 10 feet. W 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. U �°R' 3. In concealed spaces between stair stringers at the tolp and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. (n x!'10 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and ❑ SEW Y�FL products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 6. Fire blocking of cornices of atwo-family dwelling is required at the line of dwelling unit separation. ..... ............................................... rreblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the J B NUMBER following materials. 1. Two-inch nominal lumber. 0 6 0 2 3 2. Two thicknesses of 1" nominal lumber with broken lap joints. LLI r 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. <JNIT 2 7 UNIT 2 8 Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. IZ Z 6. One quarter inch cement based mil r gla. B 2 A 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. ( LT 2 ) MODEL B 2 � \ ) W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN F- W 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, crowlspace walls and the perimeter of P26C7.2 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 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 W ULTIMATE DESIGN 1. A waterproof sealant applied at the joint between the wall and the pipe. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 1�■� MINIMUM NAIL PANEL NAIL WIND SPEED V ult The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P PP j P P '..,1 c8 SPACING (mph) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or other a roved a and posted on a wall in the where the 2. A flashing of an approved elastomeric material. 0 m MINIMUM MINIMUM MAXIMUM WALL ( ) (Mandatory). P P Y PP P P REFLECTIVE RED 6 DIA. 3 furnace is located, a utilit 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 O "� WOOD NOMINAL PANEL STUD SPACING Y PP 9 U SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 0 r a> INCHES PANEL SPAN (INCHES) EDGES FIELD CATEGORY TABLE N1102.1.2 (R402.1.2) V �.. (INCHES) ) INCHES O.C. INCHES O.C. Insulation and fenestration Requirements b Component 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z ^ ` s RATING ( ) ( ) q y p 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. W 116-N w. B C D CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL O „� � - 0 3. Other approved materials. � ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP 0 ++ 8d 1.75 24 16 7/16 16 6 12 170 140 135 ■ () > COMMON / / U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Aplastic pan installed beneath agar-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed EFLECTIVE N R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. 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 K R )WHITE � - 0 N 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 • rn.�-•Z _ practice. Section T101 Scope Z U 2)'9 ai u� N1102.2.2 R402.2.2 Ceilings without attics aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" 1/4" Oiiim icn c M ( ) 9 P q 9 / 9 Y / U Q W m eo 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 o Co For rafters at 16"o/c in 130mph wind speed. Roof pitch > 512 Exposure B extend over the top of the wall plate 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 ❑ = M Co • U U Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m:) or 20 percent of the total insulated ceiling area, whichever is less. Solar Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE DISTANCE of TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6 IN CO) Uplift Force 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoftaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/1.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W m Increase x1.09 forc s5 for 24"o I 12 itch < 5 . Increase x 1. spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE p / � P 9 p MATCHING SYSTEM PMS 87. _ n sum board and sum ane) products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 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 (PMS) ;4 a R702.3.5.1 Screw fastening. Screws for attaching gyp gyp p p 9 YP YP 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 woad 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-read zone area. The total solar-readyzone area shall be not less than 300 square feet 27.87 m2exclusive of mandato access or set back THE SKIN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. ( ) 9 P 9 y q ( ) mandatory TO THE EXTERIOR 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 Fire 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 TH R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, E ELECTRO BOX,OR IF THE UTILITY below grade or to the basement 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 9 and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). 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 TABLE R702.4.2 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 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for 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 CERTIFICATE Z Backer Board Materials OF OCCUPANCY OR A CERTIFICATE OF COMPI.IANC>w O 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. TABLE N 1102.4.1.1 R402.4.1.1 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: U MATERIAL STANDARD ( ) 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. FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. f2' 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. MM- 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 fn 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 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. 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 Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + L (EQUATION 16-9) is required for each car space in a garage. � BE SEALED. D + S (EQUATION 16-10) 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) OW a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. Ln D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O M L3x3x1/4 6'-0" 4'-6' 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. L r J KNEE WALLS SHALL BE SEALED. L4x3x1/4 8'-0" 5'-0' 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 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 ) 1_50.5x5/16 10'-0' as'-o' 6'-0" DOORS SEALED. DESIGN LOADS: ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. 1-1 Qii C) Lsx3.5xT/a 14'-0' e'-6' 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7 ROOF TRUSSES SHAM BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: W r--� 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 LOAD'S AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION TIE FOLLOWING LIVE LOADS: BCLL=iOPSF AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. r r-� GARAGE AND CANTILEVERED � �1 a. Long leg of the angle shall be placed in a vertical position. ALLOWABLE 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 SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 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 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 �7� >_4 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. PEP LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished Ceiling attached FOLLOWING INFORMATION: ~-I 7 � 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. �( R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. vertical attachment flange of 3 � 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 SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. 0% EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W R703.8.2.2. Support by roof construction. A steel angle shall be laced direct) on to 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 UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 9 P Y P PP 9 9 4.3. BOTTOM CHORD LIVE LOAD. 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 ION EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABTABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. (1) 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 Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEiR POINTS OF APPLICATION. anchored by the use of two 10d nails of every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. 170 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 EXPOSURE CATEGORY: B FROM R301.2.1.4 �+ shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior Walls With brittle finishes L/1 80 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 6. EACH REACTION FORCE AND DIRECTION. ❑ R703.8.4 Anchorage: Masonry vene'sr shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending al a Baled with a gasket or caulk between the SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt w - _ in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall b s g from seismic provisions of code per Exterior Walls with flexible finishes L/1 80 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q 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 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 housing and the interior wall or ceiling covering. R301.2.2) Lintels supporting mason veneer L 600 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. shall be spaced not more than 32" on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6) 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 pp g rY / 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. > (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z R703.8.5 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., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. U 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 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ()i r_____, Systems NOTE: Soils with clay or clay and silt will require a redesign � F-4 inch in diameter. Weepholes shall be located immediately above the flashing. i- N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: Q R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 ( ) (Mandatory). P P 9 9 y WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling U j Exception: Walls perpendicular to the line used to ietermine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set paints at different times of the day. This thermostat shall include ABBREVIATIONS 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I 70 r ) R801.3 Roof drainage in areas where expansive soils or colapsible 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 55T (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) - Z v ANCHOR BOLT D + L that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 'F (21'C) and a coaling temperature set point no lower A.B. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE (EQUATION 16 9) � R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78T (215T). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, � R802.4.2 Framing details. 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 EA EXPAEACHNSION L T. LOUVER R RISER U with a collar tie. 802.3 Ride 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 p p E.J. EXPANSION JOINT L T• LAUNDRY TUB RND ROUND have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O Ridge ( ) p ALUM. ALUMINUM ELEC. ELECTRICAL TCLL = 40 PSF TCDL = 10 PSF, AND BCDL = 5 PSF valleys and hips 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 Mme• MASONRY S.C. SAWCUT � 0 Hi and valley rafters shall be supported at the ridge b a brace to a bearing partition or be designed to car and distribute the specific load at that ( ) ( P ) ppy ( ) • EW/• ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y PP 9 Y 9 P 9 carry P NI103.3.1 R403.3.1 Insulation Prescri tive. Su I 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. EQUALRUSSES 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 less 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.MMAXIMUM SHL F SHELF 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. 0 AT MOO MEDIUM DENSITY OVERLAY SHT. SHEET Where ceilingjoists or rafter ties are not provided, the ridge formed b these rafters shall be supported b a wall or girder designed in accordance with ( ) 9 ( ) EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: 1 P 9 Y PP Y 9 9 Exception: Ducts or portions thereof located completely inside the building thermal envelope. B) BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACING. accepted engineering practices. N1103.3.2 (R403.3.2) Sealing (Mandatory). 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 product::. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated BSG. BUILDING M.O. MASONRY OPENING SiL. STEEL 2. LOCATION OF ALL JOINTS' timber members or I-joiests are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are Exceptions: BA BEAM MTL STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F/C FLOOR COVERING CHANGE METAL SUSP. SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported lateral) b 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 SGD SLIDING GLASS DOOR SI J 9 P 9 PP Y Y SQUARE 4.3. BOTTOM CHORD LIVE LOAD• 1- blocking, blockin , dia anal bridging wood or metal or a continuous 1 inch b 3 inch wood stri nailed across the rafter or ceiling joists at intervals not exceeding continuously welded joints and seams, and locking-type joints 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. r- I- r- ti 9 9 9 9 ( ) Y P 9 1 9 BRK BRICK ( ) aii 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FUR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. BSMT BASEMENT FP FIREPLACE ¢ N N ry ri t` m Tri R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. 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 CENTER LINEO.C. ON CENTER T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o cV N rri ri cd joist spans of 6'-D" and greater. be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency ratio Mandato Hearin and cooling equipment shall be sized in F.R.FRFIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. 1 Pa 9 ( ) 9 cY g (Mandatory). 9 9CM.U. CONCRETE MASONRY UNIT OPER. OPERATOR FRM FRAME CONNECTOR TYPE AND accordance with ACOA Manual S based on building loads calculated in accordance with ACOA Manual J or other calculated in accordance with ACOA Manual J TFW TOP OF FOUNDATION WALL 7. JOINT CO DESCRIPTION E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOIMIT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or Comite vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less 9 CJ. CONTROL JOINT FT. FOOT FEET' OPNG. OPENING TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 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. C)L. COLUMN FTG / OPT. OPTIONAL TYP e. LUMBER SIZE, SPECIES MID GRADE FOR EACH MEMBER. N1103.6 R403.6 Mechanical ventilation Mandato The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical FOOTING T TREAD ( ) (Mandatory) 9 P q C)NC. CONCRETE O.S.B. ORIENTED STRAND BOARD TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. TR Section R807 Attic Access Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, as applicable, or with other approved C)ND. CONDITION GAUGE OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic 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. 0)NT. CONTINUOUS GLV GALVANIZED 1/R ONE ROD 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. inches 762 mm or greater over an area of not Fess than 30 square feet 2.8ms. The vertical height shall be measured from the to of the ceiling CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR ONE SHELF U.N.O. UNLESS NOTED OTHERWISE 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. co ( ) 9 q ( ) 9 P 9 1/S Z Co framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems C-SK. COUNTERSUNK GEN. GENERAL PC POURED CONCRETE *DRAFfSMPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE 6 USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG ASSEMBLY, DRAFfSTOPS SHALL BE � Z GYP. GYPSUM VERTICAL O a The rough-framed o enin shall be not less than 22 inches b 30 inches 559 mm b 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 C.O. CASED OPENING PBD. PARTICLE BOARD VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. iii Z U co a 9 P 9 y ( y ) CANT. CANTILEVER G.L. GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAF 90PPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE Z Z Z O Z Z U N a 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: O o_ o_ O_ o_ Z I- w 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 HDWGT- HEIGHT W f= co access measured vertica'll from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CLG. CEILING PND. PANEL FLOOR FRAMING S CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED D MEMB RS U U co > U U a Q HDWR. HARDWARE W/ WfTH Vertically g g qSection M1305 Appliance Access CM. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD. WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w w w a located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without HD.WD. HARDWOOD PF. PREFABRICATEDWELDED WIRE FABRIC a a tC w a a o5 05 U PP P P � P APP P P P C.R. CHAIR RAIL W.W.F. removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR PR. PAIR WO OR W/O WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW m PENNY PSI POUNDS PER SQ. IN. WNDW TYPICAL ROOF & FLOOR TRUSS NOTES: N 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. HB HOSE BIB jurisdictions designated ti law as requiring their use or where 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 D3L. DOUBLE PSF POUNDS PER SQ.FT. I g y q 9 9 ( ) pP 9 pP P P 9 P 9 Y 9 9 DA DIAMETER I.D. INSIDE DIAMETER P.T. PRESSURE TREATED * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by 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 DR DIRECTION 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. 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. DV 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 identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated b law DOWN G AS E BLY TO P P Ys 1 9 Y M1307.3 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) p�, DOOR INT. INTERIOR REQ'D REQUIRED INSURE T1GHi FITTING JOINTS. 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. I.S. INSIDE CORNER REF. REFER TO REFERENCE , 9 9 DN DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required to have a kick-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 for every 45 degree bend and DVG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE ~ 44 R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry 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 (� 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. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 2 L U higher. Ice protection requirements per table R301.2(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. (L CD 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 X * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W H Y 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 ( ) 9 9 P P P Y P W 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 U Ili underla menta 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 w I- y PP q GRAPHIC SYM B 0 LS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 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. Z U o gage [0.105 inch (3 mm)] shank with a ninimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (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 - All general notes unless otherwise noted on plans or product specifications. penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 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. O 4 a 62427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an STRUCTURAL CALL. REFERENCE fn ® - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Y 9 PP� Y Y )()( W9 u 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 DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. Q 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. X v - General contractors and subcontractors to review these construction documents upon receipt from architect or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on 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 FLOOR FINISH CHANGE and report any and all discrepancies including any dimensional conflicts, immediately to architect for ❑ Z the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is 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 counterflashin shall be termination clearance. x P 9 P 9 # DOOR / HARDWARE TYPE - DO NOT SCALE DIIAW,Ncs. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. LLT = provided in accordance with Section R703.7.2.2. 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 P XX XX - The general notes and typical details apply throughout the job unless otherwise noted or shown. R 905.2.8.5 Drip edge. A drip eldge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. _ _ _ BUILDING SECTION 1_ � PP ( ) P 9 1 ( ) 9 XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the O m overlapped not less than 2 inches 51 mm . Drip edges shall extend not less than % inch 6.4 mm below the roof sheathing PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper Z 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 62439 (614) Clothes Dryer Exhaust adjustment before proceeding with the work. w J era men shall be installed Q deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Und ay t 62439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Z - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U 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 same character as for similar conditions that are shown or noted elsewhere on R 1001.1 Masonry fireplaces &: chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (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 Cn and 4 of this code. the construction document set. W kt A R F q duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. I RT 'A 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 D * & C, '1;n.� ti y than 3 feet above the highest point where the chimney passes through the roof. with manufacturer's and supplier's recommended installation procedures. , - Section P2607 Waterproofing of Openings -+ ; ,I.. � -A - The architect has not been retained to perform framing inspections and / or field inspection. The architect F� P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed '$z m n Section R1004 Factory-Built Fireplaces in manner that prevents water entry Into the building. Counterflashin into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 1. . '' y z R 1004.1 Facto built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto P ry 9 9 P l P P 9 q with respect to the construction documents. rbs Factory p 9• rY internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. P " W a�.•dp_i�,J,. built fireplaces shall 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 = ,A O 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 IS A 0 : Q 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 UCENSED 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 11 -Wyo is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. .......................................................: Energy Efficiency 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 JOB NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the 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 W - thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 2 7 UNIT 2 8 Q SHEET NUMBER (L B- 2( ALT- 2 ) (MODEL B- 2 ) 0U) T2 W I I I I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, ^ ' MR CONNECT KIN6 STIRS TO TOP PLATE Z W 66-V X " ROOF FRAMING WRAP 1-1/4"X22 6A.6ALV.COIL STRAP ATTACH TO WPAR GS-10 Xyl"MIN OF GPPOSN6 RAFTERS OVER TOP OF TOP PLATE AND NAIL GRIPPL E STUDS o ATTAOH TO EACH PAR 2x AGQ LEDGER PV 2-3/8"x5"LA6 DBL TOP PLATE or 6PPO"RAFTERS ROOF BOLTS® I6"OG INTO 51VDS I6 OG. U PLVW 51MP50N 5TRON5-TIE 2X BLOCKING 0 o A35® EVERY RR AT 2 END BAYS 2X4 5111D WALL OR6ABLE END � J SNP"STRft r.,fJw_6N 51RA� W/STRON613ALKK55 "+r CEILING J015T OR _O � o � Cc 51MP5oN STRANFrTIE H2 8D wvts -TE - - TF465 BOTTOM CHORD 51MP50N H2 CONNECTOR 0 EA. F- .�,� cn a SIMPSON STRONG-TIE r Trp. bd NAILS TYP. RM STRAPS aIAU-IE ATTM.FFD TO PX.It PAR 6F OPPOSN6 RAFTS. ALTERNATE TO R106E STRAP= H3 0 EVERY RR RAFTER TO STUD AND KIN165 U 'L) a> ern:RGBE STRAPS ARE NOr Rl QURID wN caLAR TES Gf PROVIDE 2X4 COLLAR TIE AT (WHEN AL16N M) o SPACE FOR USE WHEN 5TI5 MV USE IN C"NA110N�Y{"IE15TL AND Nana-P� OR 1X4 UM M ARE LOLATt�N TW LM TNRD OF Ttf 0d HRRAF� 65-22 STRAP AT �-- y�> IRAF11�5 ALI6H 'RAPT>>'R5 DO NOT ALIEN ATTIC SPADE AND ATTAGNt3?TO FX�I PAR GP RAFT6t5 W/4 IOd MARS EAGH 5TUD,SEE U) '� a`a>5 r - L5U26 FOR 2x6 L5U25 FOR 2X8,2x10,OR 2x12 "zi 0 Q W C M DETAIL 4 Z s` ��� rn U .24 <NEC ❑ r- m FT RIDGE ST�ZAP DETAIL / RIDGE STRAP DETAIL SIMPSON5TRON6-TIE 2x4 OR2xb(POR CATH.GL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIE5) 7 LU28® EVERY GJ STUDS® I6"OG. No rrt2x AGO LEDGER W/3/6'x5"LA6 COv (- 4r lel LOCATE AT EVERY RAFTER BOLT a I6"OD INTO STUDS 5TRAPPIN6 TO BE 1-V4 X 22 6A. IN T ao��. 2 N.TS. LOCATE AT // � N.TS. " SMISM STRONb SMISSON STRONG 6ALV.,SEE DETAIL 4/DI.ALL STRAPPIN6 TE LTS TE Fib / E TO BEAR A MIN.OF 10'ON FRAMING. IF I -M 110 OR"05 on 0!"'IT IN6 Is M.� F APP(® / / PORG�I �ROO>= G END WALL FOR USE 1*0 5Ti1D5 Arb USE IN GOht31NATI0N ONLY Wt3l STUDS AND / 80 STRAPPING DETAIL DETAIL AT ATTI G z � ALI6N `RA MRS DO NOT ALM 10 MTS. I I NTS. STRAPPING TO RUN ONTO RIM J015T,SEE O DETAIL 4/DI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRI DANE TI E5 AT WALL BELOW(TWO STORY) I \ Cn ~ N.TS. LOCATED AT EVERY ROOF RAFTER ` ATT I G O Z 5TRAPP I NG DETAIL ' S POST W�, 12 EOR FRAME GONNEGTI ONS o ' ^ • a EGGQ5-4 AT BD5 L ,� •. DI N.T.S. 2ND FLOOiz / PM Z Qji m51[w OR,jz)1x PROVIDE 3")0(6'X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM C) KING STUD INTO HEADER ❑ / MSTGd863 SECURED BY WOOD SILL PLATES. � J / COLUMN POST TOP ANCHOR PRE­W 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE U5ED IN LIEU OF T� STRAP START NALS THREADED ROD W/WASHER PLATE. END U16TH / LOCATE AT EVERY COU W&RIPM CONI EGTION H/2 UP FROM PROVIDE 3'Xb"X036'6ALV.STEEL PLATE IN tr MN. f / N.T5. EW GF STUD b-8D NAILS AT CORKERS AND INTERSECTING (4)NAILS MN M , /I� NAILS WALLS. 3'X12"XA36'6ALV.STEEL.PLATE W/ ft LEWTH�) i I NIA( 12-8D NAILS AT AT BUTT JOINTS IN STRAIGHT 5IMP50N LSTA12 STRAP W/ CLEAR SPAN I � � WALLS WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT ff�� GUr LENGTH / 24'MINHH LAP SPLICE ONE AT SPAW-;UP TO 2X6 KIN6 STUDS 6 FEET= EACH JACK STUD NAILS TWO FOR SPANS b TO 12 FEET O I,_ Z 1/$" 50�P A301 ROD THREADED b'BOTH ENDS. 12-IbD MIN.NAILS �SPANS 12 TO Ib FEET �JAGKATUD5�ANJ= ptsm or 7/ PRE-13B�T 3/4 AND I ROD AT 51MP50N 5TEEL 5TRON6 WALL,5EE PLANS T T� eD Lam'" 1ST FLOOR Bo�1TL � AT ALL SP'-I� TWO AT SPANS FROM V TO 12'THREE AT SPANS>12' F- Fri n MN ', UNLESS NOTED OTHERWISE ON PIAN SIMPSON OR ABU66,SET=PLAN cv 2"X3/e"X3"YJASHER PL NV►�p1T EACH SIDE (4)AI mMR IN� CS-22 COIL STRAP I UPPER 5TORY SHEAR Ri (� 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR WALL W F=LOOR TO FLOOR TIES I l E3ELOH CONNECTION 0 g I FOR 5ET E3AGK WALLS HDU HOLD-DOWNS AND STRONG WALL 1/2'40 HOOI�El?ANCHOR BOLT W IN DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION N.T5. LOCATED AT EVB2Y STUD I `", ,-,FOUNDATION M I ANT OR EXPANSION I3 = BOLT W/V MINIMUM EMBEDMENT N.TS. I N.TS. N.TS. 16 GOL STRAPS�511E fft PROMS:bd 6ah"(ON x 15 LONG)N4L.5. I \ V COL SnW5 OVER 5tfATHf46 FR VE IOd GGt4"(0151 x 5•�NALS. \ LUMN POST BOTTOM ANCHOR \\ C&YKT,5�• LOCATE AT EVERY cOLLIMW 6f wm GONNEvnON W WM**M " ALLOWABLE HOLES - U I To nAT Vury Jac SD NAIL®b 0/G AT ALL PANEL ED6E5 " (' IbD NAIL® 24 0/G Ill- PRM As 1�WF4M TM"� HIP RAFTER, 16D NAIL®24"0/G yHE�A055 TH(NOR PLYWOOD LVL H la a LV e rs and Beams W 51MP50N HGP HIP Microllame LVL I RC+�WwTt1z R IN CORNER TIE '�PLAN INTERIOR LSEhoI a zornerande and 2 x:diameter of the > NOT15 WHERE 24'WIDE MINIM)M RU HE16HT I (f LE TH hole Izom®PSL largest hole(minimum) WN1 RETURN K PROVIDtD AT ENDS OF /depth () BRACED WALL LINE THE 6"HOLDOWN MAY I F' O BE ELIMINATED. PROVIDE TWO(ONE AT EACH �4, I2"LQJSTH(Nu1P1) 6 SD NAIL®b'0/G SIDE)65-22 STRAPS PER DETAIL 4 IN LIEU OF I cJMp50N Bp wA51ER `�`J o INTERIOR - - L5TA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATd 10 HING TO o AT ALL PANEL ED6E5 d SILL PLATE W/8d 2X ACG 51LL PLATE. DOUBLEo - - - NAILS 0 4'0/G SILL AT FULL BASEMENTS EXTERIOR 6YP5UM BOARD o - - - - -- 0 0 0 0 0 J T MINIMUM 5/8 DIA STEEL ANCHOR --- -- BD NAIL a 12'OIG AT ALL BOLTS MAX 2'-b"OG G5 22 COIL STRAP %X 10 w T MEMBERS NOT AT PANEL ED6E5 Microllam® LVL and EMBEDI-IENTEXTEND BOLTS MIN.7'INTO FDN.WITH T16HHTENED NUT E D9 oA� Pa ed hole PSL allowed hole zone 3'x 3'WASHER TO EACH BOLT. (1)1 x AGQ SfvP�+OM LTP4 PLATE WLLID TO middle Y3 span PROVIDE TERMITE SHIELD SILL Swam Coy STRIP 15/32"05B OR LSTA36 IN 10-10d(NAILS #4 CONTINUOUS BAR SEAL AND MAINTAIN 8'MIN. 5LL PLATE RM MD SLL PLATE 0 li0/6 AT eVA WY`U VffE PLYWOOD 5HEATHIN6 INSIDE CORNER OUTSIDE CORNER r INTO 5TUD ABOVE.AND LOCATED 2'TO 6' FROM AD TO FINISHED 6RADE VKIEY Jac NrE�tT!% d 1.3E TimberStrande LSL allowed)hole zone d r` n BELOW(2 EACH CORNER) FROM TOP OF WALL IAL AS PER TW 9-T Wr4M PLAN VIEW PLAN VIEW Lit r r N r 00 NOTE' General Notes Q N N N rS � Cq Tall=2980V COIL STRAPS UNDER SHEATHING PROVIDE=8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP o N (V M M t0 r r Lq 5�FOUNDATION PIAN STRAPS OVER SHFATHIN5 PROVOS=IOd COMPION(0.131 x 3'L.ONS)NAILS. HEADER MAXIMUM ROUND • Allowed hole zone suitable for unifoirmly loaded EXTERIOR L� TOR GORNER DEPTH HOLE SIZE headers and beams only. LAY-OBER OR RAUSE VALLEY PLATE HIP CONNECT I ON nd STORY GORNE:R GONNEGTOR5 8 TYPIGAL ANCHOR BOLT STUD TO RIM J015T TO SILL PLATE 5T-RAPPING DETAIL WALL FRAMING 4�" • NoholesI canal 5Y" 1%4' • No holes in cantilevers. N.T5. LOCATED AT EVERY CORNER N.TS. LOCATION A5 NOTED a N.T.S. LOCATE AT EVE RY STUD f'1•T5• I� MTs q�)N .TS• N.TS. 7Y<"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as co Z CO Indicated In illustrations and tables. co a 66 Z co a Z Z Z O Z Z Z N A MINIMIM OF TWO ERA EID WALL LINES t13WJ MEY 1H2®IN EACH D RECTION OF A BUILDING. OWL'S SHALL NOT BE SPAC® offe p vww Aw w/LL arATTINB fl ANv WALL O o O ¢ O O g J w MORE THAN 60 FT APART. WALLS NTHM A UHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BW.. 0HL LOGATIOI S ARE To Ta'a PONY WALL f Ils» To Ta'a'm w4L.P U5ep co 07 V > W co a. g cn IN�IC.ATED ON FLOOR PUNTS �PONY WALL MAY BE �_ NOTE-MAX PONY WALL MAY BE I w w w � w w - N � 5MP660N PTTIZ HaANM AT/f-W5P WiM A BRACED WALL PAWL(EVP)5HALL OWN WITHIN 10 FIST OF EACH @b OF A BW_ THE 015TA4CE BETYEEN ADJACENT PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER W w W � Cb ob U WNL DV PM85(TYPE A)HDU AS RP!(URED B76M OF BI"P'S SHALL NOT BE 6RFATLR THAN 20 FEET. Pf 92E SHALL BE A HNM1Mf OF TWO BWP ON EACH 8W.EJ6GH3'T AT 3 I/2'WIDE LVL(HEADER(SEE FLAW o ®� AT DRAG®WAL PETALS O AND R WALLS t 16 FEET LONG MAY HAVE ONE 48'OR LONSM GWP. BW'r NZE TYPIC.AL.LY G5-W5P SHEATHED BRACED WALL PANELS rO ® (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A / GGNTINUOU5 TO OUTSIDE OF PANE N ® t}-IGD MALS AT DTT7 AND B DO NOT QUALIFY DUE TO MINIMIUM LENGTH REGUIRD ENT5 OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BHP 15 REQUIRED. BHP TYPES ARE INDICATED ON FLOOR PLANS. / N ® 3/8'4 THREADED ROD IU tD Cr� ® G5-W5P GONTINM10U5LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET NOTE,WHERE 24'WIDE MINIMUM FULL HEI6 IT THE MMIMIM OF TABI..E 602.105. NAIL 7b'MINmm WALL CONTINUOUS IV'MIN DEEP HEADER TO CONTINX)U5 IIV4 MIN D13=P HEADER TO WALL RETl1RN 15 PROVIDED AT ENDS OF SH ATHIN6 NTH 8d NAILS O 600/0(ED6ES)AND 12'10/6(FIELD)/MU PROVIDE 2X OUTSIDE KIN6 STUD(SEE PLAW � OUTSIDE KING SAID(SEE FLAW � PN8�L° � C5-W5P BRAGED WALL LRE THE DOOR SLOC420 AT ALL(INVPIORTED PANE.Ha6ES. PROVIDE 800 POM HOLDOV�M4 FASTEN J'5HEATHIN6 TO HEADER W/ FASTEN J'SHEATHING TO HEADER W/ Z HOLDOM MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT EDT'OF BRACM WALL LINES THAT DO NOT HAVE bD NAILS o 310/G IN EACH DIRECTION 8D NAILS a 3'0/6 IN EACH DIRECTION W ETHER A 24'MMIMIM RU HEIGHT WALL RtZ11RN OR A 48'MINIMM BMP. SIMPSON LSTA24 STRAP ON BOTH SOS AND SIMPSON LSTA24 STRAP ON W5HIEATHFD TRIM TOP OF PANEL A5 REG-0 EACH OF FEADI�t TO JACK STUD W/Ib-IOD NAILS � FA( W/16-IOD NAILS � Ll � } TABLE 8602.105 MINIMUM L EN6TH REQUIRBIENTS OF G5-W5P RR T TOP PLATE To WADER 1 2 z FASTER TOP PLATE To HEADER W 2 Fz_. 6-1/4' SSM E 6E ON O ww Co CONTINUOUSLY SHEATHED BRACED WALL PANELS ROWS OF Ibd NAILS o 3"0/G O ROWS OF Ibd NAILS o 3b/G Z WALL MIN PANEL BOTH SIDPORTAL S STRAPS STRAPS PANED W h� WALL AJAGENT CLEAR MINIMUM LENGTH OF U HE16HT(FT) WIDTH'L' > U Hj j HE16K(FT) OPN6 HE16HT BRACED WALL PANEL PANE-SHALL HEAVE A LENGTH'L'of NOT PANE( SHALL HAVE A LENGTH 1'OF NOT 5 28' Q r h = Q IMP50N GNIW GOU'LER NJT <64' 24' LC55 THAN 16'FOR 8 FT WALL 18'FOR 9 LE55 THAN I6'FOR ONE STORY AND 24'FOR V U 0 $ 64'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. 4 32' SIMP�50N 5,1513 STRON64 ALL 5B Z 80'TO 4b" 3b't XX PLAN FOR ACTUAL LENGTH x SEL:PLAN FOR ACTUAL LEN6TH 10 34' PANE,VERIFY PANE.15 PLUMB (' �b4' 2T' 6YP5UM BOARD '6B"BRACED WALL PANELS(TYPE B)SHALL BE Q Q i I) 38" Z Q 3/8"4 ANG_+IOR BOLT OR 64'TO 80' 30' 48'MNUMIM IN LB46M ON BOTH SIDIxi OF WALL PER TABLE X 12 42' NOTE=DETAIL APPLIE5 TO ADHESIVE ANGHIOR 4 80'TO 46" 41' `R602J05. SL>�)�'6Y112SLI 4 BOARD]WITH 6d COOL.NR NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PIAN BOTH ENDS OF FEARER Q (b4' 30' 0915'X 1760 6YP5W BD NAILS,OR.00ho X 136' •' 10 64'TO 80' 30' NAILS O"1'O/G(ED61'5)AND 7.O/G(POD). BLOMN6 6 NOT � � u_ • '" 80"TO 46' 38" `R6 MM)AT UNSUPPORTED PANEL 876M WHEN PANES ARE BLOGKINIG AT PANEL ED6E5 BLOGKIN6 AT PANEL EDGES/71 „ N IN5TAl11�HORIZONTALLY. 1129"VE JOIST OR TRL55 OR MAL - ❑ •Partial credit for Panels 36'to 48"wide per 8602.1052 HE16HT N6 DIRECTLY ABOVE NO BELOW TYPE B HALLy, ONE JACK AND KIN6 STUDS ONE JACK AND KIN6 STUDS BLOGKIN6 AT PANE ED6E5 L EQUAL TO Iii c) T'(PIGAL HOEDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO or > 12' FASTEN 7/16'SHFATHIN6 TO EACH STUD FAST@I1/Ib'SHEATHING TO FAGH STIR F-. AHED FLOOR STUCTU RAL PANEL "CS-WSP" -TYPE A R GYPSUM BOARD "GB" - TYPE B AND SILL W/SD COMMON NAILS a 3'oiG AND SILL W/8D COMMON NAILS 0 3.016 FASTEN 7/Ib•SFEATHIN6 TO STUD z � m L NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL HY bd MAILS a 4'o/C J (j�) PORTAL DETAIL 'A'ONLY APPLIES SIMPSON HDI5 HOLDOWJ W/14-1/4'SDS SIMPSON HIM HIOLDOV�fI W/6-114' N.TS. TO 2 FT TO 18 FT WIDE OPENINGS. SGRE 5 IN DOUBLE END STUD 505 5GREM5 IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRAGIN6 REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HbU4��W to ABOVE PANE.TO 51T DIRECTLY ON TOP OF HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LEN6T1i OF WALL BRACING. 2-1/2'4 ANCHOR BOLT OR EXPAN51ON SGRB•l5 IF FLOOR ABOVE U) 5M'J%DM V H0.lXJVvN AT G5-W6'PRM.® WALL HEI6H4T5,AND 2 BRACED WALL LINES V2'4 AN C+M OR EXPANSION BOLT GONIGRETE FOUNDATIGN WALL \S 1 E= ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2"X"�4"HL WASHER OVER �N RC WNJL BD PAN85(fYFE A)full AS R�4JR1D GOVT IH4 BAR GOVT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 4U �' C� _ •3 TIE 1 �.� 'y y AT PRA'.ED WALL PETALS O ADD D. STORY BWL SPACING METHOD 65 BASED ON 5UPPORTIN6 FACTOR 2-112'4 ANCHOR OR EXPANSION BOLT ' C" C� SHEATHING , FJQ'05lIRE CATEGORY ONE STORY D IS FOUNDATION FOUNDATION FOUNDATION #4 BAR CONT N TOP AND BOTTOM Q T m ® S-IOD'NALS AT DTT7Z r4$ m TOP 10 2.5 5S r® m EXPOSURE CATEGORY TWO STORY G 13 PA85 18 ANCHOR BOLT OR>/e TFREADBD OF GOMGRETE FOUNDATION 51MP50N 587/8X24 OR PAB1-18 ANCHOR NP EXPOSURE CATE60RY TWO STORY D I b EXTEND WALL 5HEATHIN6 OVER RIM J015T BOLT OR Ya"THREADED ROD, TOP 20 $.0 10.0 ROD W/WA5HER PLATE,SEE DETAIL 1501 I -J _ _ = FABS-18 ANCHOR BOLT OR% TNRFJIDED ® TOP 30' 7.0' 14 5' ROOF FAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL Melt OVER ROD W WASFBR PLATE,513 DETAIL 801 ROOF FAVE TO DIODE ROOF ONLY 20 FT Ib FRAMED _PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE G'PENIM65. In FLOOR PANEL HAS GONTWBUTIM6 LENGTH OF 48 TOWARDS 8602.103(1)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TDP 40' 4.0' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIREMENT5 FOR BRACED WALL PANES AT BRACED WALL LINES. WALL TO BE CONTRII3 MINIS LENGTH of 48'TOWARDS R602.10%)MINIMUM LENSTH 51MPSON STRONErWAL.L REWIRE5 ENSINEIRED DC516N TO ❑ /V� G�� TO DETERMINE PANE-512E AND ANY*M BOLTS FOR W Y ROOF FAVE TO RIDGE ROOF+I FLOOR 20 FT 13 tL5W ON FftT FLOOR APPLICATION ONLY. REQUIREM ENTS FOR BRACED WNL PANrELS AT BRAGI�WALL LINES ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION - TOP 50 11.0 23.0 ROOF FAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ..................................................... ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 275' ii �i JOB NUMBER WALLHEI6HT ANY STORY eFr o.a CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABR) SIMPSON STRONG WALL 3/8.4 AMC44 BOLT OR _ WALL HEIGHT ANY STORY 4 FT 0.45 ADHE51vEaNCHOR BOTTOM of 2 Io 5.0 los WALL HIEI6FHT ANY STORY II FT I.O, FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED DETAIL - TYPE E TYPEF . 2 I6023 BOTTOM OF 2 20 4.0 IQ.O WAL L HEIGHT ANY STORY 12 FT LI° aNOO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602.10.6.2 ` NOT TO SCALE PER FIGURE R602.10.6.1 (D-,DE-Tt-1sL,- TALE PER ENGINEERED METHOD W •; b , � NUN7882 OF BEM.PER PLAN DIRECTION AT STORY 3 1.3 a BOTTOM OF 2 30 13.0 27 5 NUI OF OHM.PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER N1NEHt OF Bi L PER PLAN DIRECTION AT STORY 5 OR MORE I b a BeTT°M eP 2 40 170 .0 (�2_�IBRACED WALL PANEL DETAILS GYP BD FINISH OMIIED FROM INSIDE FACE OF BHP 1.4 HOLDOI�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY UNIT 2 7 (B- 2 ALT- 2 ) UNIT 28 MODEL B- 2BOTTOM of 2 bo' 25.0' S2 5' GYP BD FASTENING ANY STORY 4"O/G O.7 APPLIES TO METHOD GB ONLY D 1 NOT TO SCALE ) U W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED EXTERIOR WALL. HATGHED AREA 10'-0" HIP WIDTH A INDICATES LOCATION Z W HARDI-PLANK GLAP BOARD SIDING 62-5 OF FIRE RATED ROOF E W TYVEKOR � WALL SHEATHING,4-0 3 w V2'SHEATHING RIDGES 0 AL16N 4'-O" 4'-O" FROM CENTER OF B2-I � 8 CONT.2"x4'BLOCKIN6 2'x4'STUD WALL Ib"O.G. (NO TING) (NO VENTING) FIREWALL-EACH SIDE 0 4--)2"x4'OUiR166ER5® Ib'OL. 2 GONT•ALUM.FLASHING W/ RIDGE T O R106E VENT 0 s DRIP(COLOR TO MATCHZ INNw -FRAMED SOFFIT �=4 WOOD TRIM) CARRY ICE Q WA F- 2 FOR MIN/ U �d u + 5/4'x8"TRIM b"AZEK TRIM BOARD DIRECTIONS® 1 ■1'� U L- + OF METAL d ASPH�def Dd' p C":)} 12 611TTER5 # LEADERS I"x 8"AZEK - 2 q 6UTfERS d LEADERS z U °_ALL 6UTTER5 d LEADERS SHALL BE BAKED 1"x 3" WHITE ALUMINUM.032"MIN.6AU6E GUTTERS Z Q w = �, . • HARDIPLANK 62-1 lox 8"AZEK RAKE BD W/ ALL GUTTERS t LEADERS SHALL BE BAKED O I- ��`a M SHALL BE 5"SEAMLESS,06.STYLE W/ALL HARDIPLANK bI�R( ROOF BREAK HORIZONTAL L I x 3 AZEK TRIM(fYPa WHITE ALUMINUM.032 MIN.6AU5E,GUTTERS V o �} f+ SHALL BE 5"SEAMLESS,0.6.STYLE W/ALL = '�' C° I"x12"AZEK TRIM RELATED d REQUIRED ACCESSORIES. LEADERS CLAP SIDING// // CLAPBOARD SIDING RELATED REQUIRED ACCESSORIES. LEADERS ❑ (� `~' co DENTIL BLOCK#DTL55x4x7 SHALL BE MIN.2'x3',.027'GAUGE W/CLIPS d WINDOW SHALL BE MIN.2"x3 .027'GAUGE W/CLIPS d r' BY'FYPON"OR EQUAL ANCHORS. CAULK aE SEAL ALL JOINTS. PITCH q IxG /" 5T DIM5` ANCHORS. CAULK d SEAL ALL JOINTS. PITCH CENTER ETAIx 8 AZEK RAKE BD W/ �!�ENTILGUTTERS MIN. I/8'/FT.PROVIDE P.Y.G. _ 5/4'x6"AZEK TRIM 6UTTER5 MIN. 1/8"/FT.PROVIDE P.V.G. " BLOCK#DTLB5x4x1 TALR BY FYPON OR EQUAL a REGE'TORS 8 ABOVE GRADE TO RECEIVE INDOWS IN Y i:;.: lox 3 AZEK TRIM(TYPE - •i R5 8'ABOVE RECEPTORS GRADE TO RECEIVE LASHING LEADERS(GL05ED GAP DE516W. LEADERS(CLOSED GAP DE-516W. - Q 12 11 _ b'HIGH BLIND 2444 IVP,EXTERIOR WALL: AZ I �r HARD-PLANK 5HIN&LE 12 12 DH ,Op T1fVEK OR EQUALTRI 12 1/2'SHEATHING z = I I 12"OH 2x4 STUD WALL Ib"O.G. o w _ 6'HIGH BLIND b„ o Z O 2 DETAIL - - - - - - - - - - - - - - - _ DINING ROOM_ _ _ _ PROVIDE FLASHING ALONG ENTIElm _ _ U PLATE HT. - - - - - - - „ INTERSECTION OF ROOF d VERTIG � DINING AREA � - EXTERIOR WALLS.FLASHING TO /HI' o�OH.'-0" I-0, PLATE HT. I'-O" (BOTH 51DE5 O GL05ET H _ I I i OH 5"HIGH BLIND FLA5HIN6' _ OGLOSET U PLATE HT. I I / / TFTF PLATE HT. 12 LTRU50 �N I I I'-O" i/ / / i i O q I I OH. LL II jj RIE] ® o m -' - Z (3) 2x8 P.T.GIRDER o ON AZEK I I _-_ _ = I I = '✓J BEYOND - FRIEZE BD. o �, _ 4 i i Q ❑ Ixl2 AZEK I I - rNINNINNI x / / I I 9 w Ix8 FASCIA BOARD TRIM I I % I I II II GOLUMN® CO i i LUMN®GOVERED PORGH BEYOND II i ii PORCH BEYOND Z J SIMPSON LU528-3 FAGS FIN. IST FLOOR I I _ . IT�L� / _ I I _FIN. 15T FLOOR O = MOUNT HANGER ELEY.+0'-0" / / / +�'-0" ,% (3) 2x12 P.T. 6IRDERBEYOND - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T m I I I I I I I I I I I w a w J AZEK Ix AZEK TRIM BOARD OVER I I I I soFFlr I I I (TRIM ALL I I I I o - - - I-0 61RDER5(TYP) I I I I I I I SIDES I I I I m r - - - u11i'u'io t' OH. I I I I I I I I I I 51MP50N BG52-3/6 POST I I I I I I I I I I ( ❑ ^ O GAP ANCHOR 44 Q i I 11 — i L J � 10" SQUARE HB 4 6 PERMA CAST I = GOLUMN#46382 W/SQUARE I I I I I I I I I l FLAT GAP 4 BASE (OR EQUAL) 4" 2'-0" I o CORNER COLUMN TO BE CL 2 HR SEPERATION I I = PROVIDED W/SPLIT KIT BASEMENT I I I I I I WALL PER UL#33b I I I I I BASEMENT I bxb P.T. P05TWITH5IMPSON -��- - - TI-- -- - - - - - - -- - - - - - - - - - - - - -- -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -I �- - - -fir - - - IQ- I I ABUbbP05TBA5E (TYP -ALL L- - - - L - - 1 - - - - - - - - - - - - - - - - - -- - - - - - - - -- -- - - - - - - - - - -- - -U- - - - - - - - - - - - - - c� I I COLUMNS) Z UNIT 28 UNIT 2 7 W TYP. REAR COV. PORCH DETAIL , B-2 (MAGNOLIA) A B-2 ALT-2 (MAGNOLIA) FRONT ELEVATION o 3/4"=1'-O" B2-I 62-5 1/4° = 11-011 A 82-5 4'-0" 4'-0" 7YPIGAL ROOFING: TYPIGAL ROOFING: ARCHITECTURAL SHINGLES 15# (NO VENTING) (NO VENTING) 11 PROVIDE5 FLASHING ALONG ARCHITECTURAL 5HIN&LE5 15# ENTIRE LENGTH OF INTERSECTION OF FELT UNDERLAYMENT RIDGE VENT RIDGE VENT FELT UNDERLAYMENT ROOF d VERTICAL DORMER EXTERIOR 5/8" PLYWOOD SHEATHING 5/8' PLYWOOD SHEATHING WALLS.FLASHING TO BE MIN 8"HIGH M c r (BOTH SIDES OF DORMER) Q N N N ri I: N Ld I/ AD r N (V vi CM (O HARDIPLANK RIDGE VENT HORIZONTAL CLAP SIDING — - HARDIPLANK 4" 7_S„ 4" HORIZONTAL CLAP SIDING b"AZEK TRIM BOARD I I z co 6 AZEK TRIM BOARD I3'-8'DORMER PL HT a z 12 ABOVE IST FLOOR z z z o z z (D N a 12 1'x 8"AZEK RAKE BD W/ q c{ lox 8"AZEK RAKE BD W/ I o 0 o Foo Z J w M 12 lox 3"AZEK TRIM(TYPE I w w "J a N I x 3 AZEK TRIM(TYPE 12 a. b"DIA6.AZEK \� b'DIA6.AZEK q'-0" FRONT 6ARA6E — — — TRIM BOARD 12 Cl Q 12 TRIM BOARD WALL PL HT. (3)2420 F (MULLED) N b'HIGH BLIND b"HIGH BLIND I N FLASHING ALIGN FLASHING GARAGE WALL - - - - - - - - - - - - - ALIGN FA5GIA5 - - -- -- - - - - - - - -1 CI 2 HR 5E3'ERATION BELOW FA5GIA5Ju WALL PER UL#336 I- GREAT ROOM �/_ - - i _ _ GREAT ROOM - - - - SEE DETAIL I/FW-2 Z PLATE HT. t -J nuiL_ ___Jnnn I,-O" I 0 I-0 CD unuL--_ _Jnlln _ PLATE HT. 4-2 4-2 2 _ ---Joon � �� OR 5'-2" 6-4" 4'-10" OIFT-11 ....... I �L 11 1 O m I I J B2-1 c) L v o I I I I I I I I I I I I DORMER PLAN � z � � I I I I I I _ I I I = I Iin] � � I I I I I I I I I I = I I I6' 4'. IBS. WI TH I I -1 = I I6'- " B WI TH I 1/4��=1 -0�� $2-I q II II II �- = F II II I W u Q I I I I I I = = i = I I I I I Q w v I I I I I I = _ � I I I I I I ❑ 6"AZEK TRIM I I I I I I I I I I I I b"AZEK TRIM x I I I I I I I I I I I ALL SIDES I I I I I I I I I I I I ALL 51DE-5 w w I I I I I I I I I I I I 0 0 I I I I I I i t I I I I F I I I I I I I I I I I II II I � I II II Z m FIN. 15T FLOOR_ I I I I I I I I I I I _FIN. 15T FLOOR 2020 NYSRG— R312.2.1 w BEV,+0'-0" / - / ELEV.+0'-0" IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z 2020 NYSRG— 62421.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" - — - - - - - {�___-r=�,I I - - - - - - - VENTING 5Y5TEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND 6REATEZ THAN 72'ABOVE fn '1 c F� I IIII II IIII 11 IIII II IIS I i I I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W G EO III I I I I I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN bxb P.T.P05T WITH 51MP50N I I ' I IIII II IIII I I I IIII II IIII I " I bxb P.T.P05T WITH 51MP50N I INPUT OF IOPOO BTU PER HOUR OW OR LESS SHALL BE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL O ��N R BERT �'Q BG52-3/b POST GAP ANCHOR +E a II II II II II 6 AZEK TRIM BGS2-3/b POST GAP ANCHOR t _ o „ I p I I I I 11 1 COMPLY WITH ONE OF THE FOLLOWING: U 514---ON AMC,P05T BASE(TYP- I b AZEK TRIM I I IIII II IIII I IIII II IIS I I ALL SIDES I SIMP50N ABUbb POST BASE(TYP- I LOCATED AT LEAST b FROM ANY AIR OPENING INTO A +�OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE ALL GOLUMNS) I ALL 51DE5 I pii II IIII II II II I I I I I 1 I I I ALL COLUMNS) I BTU PER HOUR BUT NOT OVER 50000 BTU PER HOUR SHALL BE TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED (lj III EC�SgI II II �G�55 II BUILDING AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 Q Q I I I I IIILWIND-11___JI I I IIL___ 1NDOWJI I I I I 4 INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND �P051TION. W FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 2 �' a� I 10' SQUARE H54 6 PERMA GAST I I I IIL--- I -_-_- ---_�_ I I I I 10" SQUARE HB$6 PERMA GAST I AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR -� q LI------_-_IJ LI- -_-- IJ q (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO U o i UMN #46382 W/SQUARE I I _ I I I I COLUMN#46382 W/SQUARE I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION 3 FDI �— FDI CLEARANCE.THE BOTTOM aF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVIGE ALLOWING THE WINDOW TO $� FLAT GAP 8 BASE (OR EQUAL) FLAT GAP d BASE(OR EQUAL) INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. ❑ -CORNER GOLUMN TO $E I I I I ( - CORNER GOLUMN TO BE I " FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING O PROVIDED W/SPLIT KIT I I I I ( PROVIDED W/SPLIT KIT I AREA OF THE WINDOW UNIT TO LESS THAN 5l SQUARE FEET. wY--_ BASEMENT I I I I I ( _ _ _ _ _ _ _I BASEMENT - - -I- - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r- - - O MBER B U r — — — — T — — — — — — — — r — — — — — — — — — — — —— — T - L - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - - - - - -- - - -L - - - - - - - - - - - - - - - - - w 2016023 UNIT 2 7 62-5 UNIT 28 = SHEET NUMBER 2 B-2 ALT-2 (MAGNOLIA) 2 HR SEPERATION B-2 (MAGNOLIA) L �lTION -REAR UNIT 2 7 UNIT 28 DUET CLUSTER WALL PER UL#336 1/4 u = 11-011 �(B- 2 ALT- 2 ) (MODEL B- 2 ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I— W RIDGE VENT ASPHALT ROOF SHINGLES- Z W E LINE OF ROOF BEYOND®MASTER U ani BEDROOM 12 +/- I I PLYWOOD SF�ATHIN6 / Q RIDGE VENT I1 H 15#ROOFING FELT PAPER / O �/ N OH L- o m co INSTALL IGE E WATER SHIELD PER / 4 Z INSTALL ICE $ WATER SHIELD - MANUFACTURERS SPECS.TO ROOF FRAMING ,� N PER MANUFACTURER'S 61, MAINTAIN PRODUCT WARRANTY. / F- }y SPECIFICATIONS TO MAINTAIN OH PRODUCT WARRANTY RIDGE VENT CARRY DOWN FRONT OF FASCIA- O ,E �F VFW )�Z M MIN 4'TYPICAL Z U �'S �� NOTE: 12 12 CAP ALUMINUM DRIP EDGE U Q c y 4 APPLY ICE $ WATER SHIELD IN 12 +/- I I / U M co FAIR WEATHER WHEN THE AIR, _ M ROOF DECK AND MEMBRANE 7 12 RIDGE VENT / ARE AT TEMPERATURES OF - - 40°F(5°G)OR HIGHER. _ 5 ^�LBEYOND ROOF E a 211 OH IL lT tt ALIGN FASCIAS GREAT ROOM_ _ _ _ DIN AREA 11-0.. - _ _ BEDR_M#2 PLATE HT. nnm -- 11111[ PLATE HT. OH. PLATE HT. Z - O_ I'-4" NOTE: � OH. I I I I -- I I 1011 10"AZEK APPLY ICE t WATER SFHELD IN (� ILII I I I FRIEZE BD. F HEATHER THE AIR ROOF DECK AND � - i i i i 2'-0' MEMBRANE ARE AT � I I - \ O OH. HIGHER. T>�AFE5 OF 40°F(5'GI OR Z I I I I I I O 10" SQUARE H6$6 PERMA I I1H i i i i ` U GA5T COLUMN#46362 W/ o I I I i -HARDIPLANK 5HIN6LE 51DIN6 O FASCIA BOARD �'AZEK SOFFIT SQUARE FLAT GAP $ I I _ ' ' I ' Hillilll ;vIIIIIIIIIIIIIIIII -TYVEK OR EQUAL BOARD Wr 2"DONT. O o I I BASE (OR EQUAL) - I I ~ _ -1/16 05B SHEATHING ,, ^/•� aJ I I I I M w VINYL SOFFIT 1- U J CORNER COLUMN TO BE — I I I i a -2x6 WOOD STUDS 0 Ib O.G. PROVIDED W/SPLIT KIT i i i i 4 4 -b'R-21 BATTS Z Tm I I ; 7 ; ; 1. DETAIL 2 rT , I I HillI I I I w FIN. 15T FLOOR I I _ _ _ _ ,- -1-� �-J... .. � . . I I I i _ _ IN. 15T FLOORJ ELEv.+o'-o' – ELEv.+o'-o" SCALE: 1 1/2" = 1'4' 2 - 101 - - - - - - - - - - bxb P.T.P05T WITH I I 10" 5QUARE OBt6 PERMA I F� I I I I 51MPSON 8652-3/6 I I CAST GOLUM�I#46382 W/ I I O P05T GAP ANCHOR $ I I 5QUARE FLAT GAP $ 1 I BEYOND P05T I I I I P BASE ASE(TYP- I I BASE (ORE AL) - I I B�EYo�6ARA6E CORNER GOL TO BE q'(R-30)BATT + " o FDI I I I I I ALL COLUMNS) I I I ( o BATTS = GOMBI I INSULATION H PROVIDED SPLIT KIT b' (R-Iq) BATTS c I I I I I I i I VALUE OF(R-4 E--� I I I I I I I I I I I"AZEK SHEETING NTINUOUS ABOVE m I ( I GONT.BLIND FLASHING ❑ w O BASEMENT I I I I I I I I I ( BASEMENT 2'x 6'NAILER-LAB - - - - - - - - - - - - - - T�- - - - - - - - - - - - -- - - - - - -LI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - -IT - - - - - -I-- - - - - - - - - - - - - - BOLT TOVERT 5 L - - - - - - - - - - - - -L - - - - - - - - - - - - - - L-- - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - L - - - - - - - - - J W/�"DIA Xb'L13OLTS LEFT END ELEVATION 2"x 6"RR 0 161, E- 2020 NY5RG- 62427.8 (503.8) 2020 NYSRG- R312.2.1 I I VENTING 5Y5TEM TERMINATION LOCATION: IN DhELLIN6 UNITS WHERE THE TOP OF THE SILL OF AN I/4° q (R-30) BATTS Z THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24' UNIT 2 8 I I W AN INPUT OF IOp00 BTU PER HOUR(3KW)OR LE55 5HALL ABOVE THE FINISHED FLOOR AND GREATER THAN 12" 2"x 4"SOFFIT BM5 BE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ® Ib"OG I I U BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN I ( O IOp00 BTU PER HOUR BUT NOT OVER 50p0o BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: MODEL B (MAGNOLIA)HOUR SHALL BE INSTALLED WITH A q INCH VENT *OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PASS THROUGH THE OPENING IN ITS LARGEST I INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF #FALL PREVENTION DEVICE5 THAT COMPLY WITH ASTM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 20gO TRAN50M WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW s UNIT TO LE55 THAN 5.15WARE FEET. b' 2'x8"® Ib"OC FOR SEAT r r r r r �— N r. LINE OF ROOF o ¢ N ry ry ri ti :° � ,�: ' D N N co CM t0 — 12 BEYOND MASTER - SPRAY FOAM INSULATION 5'75 BEDROOM DOUBLE-HUNG WINDOW ( I RIDGE VENT TO COMPLETELY FILL SEAT CAVITY (2)2"x8'® END W/A35 AZEK 5HEETIN6 ON SIDES INSTALL ICE $ WATER SHIELD 51MP50N CONNECTOR . .. .:.... . 0 DO OF DORMER TYPICAL � � � PER MANUFACTURERS ROOF OVER GARAGE 5.75 SPEGIFIGATIONS TO MAINTAIN N N 51MP50N H2-5A CONNECTORS co ROOF BEYOND PRODUCT WARRANTY I x 12 AZEK TRIM z z RIDGE VENT 12 RIDGE VENT BD �' "GYP BD g g z a APPLY ICE $ WATER SHIELD IN M _ 0 0 o Q o o g J 6- 7r NOTE• Z z z O z Z Z NOf FAIR WEATHER WHEN THE AIR, o > a '-15 j I' ILI -O" 12 GLUED d SCREWED I-RUN N OH MIN 3.5 ROOF DECK AND MEMBRANE " CONTINUOUS BETWEEN PLATES w v EXPOSED Low GDR - - - - ARE AT TEMPERATURES OF 1/Ib 056 SHEATHING LINE OF GARAGE 40°F(5°G)OR HIGHER. AT EXTERIOR WALL ' ROOF BEYOND Ixb FASCIA W. FLUSH ROOFS 2X12 FLOOR N i i b"AZEK - - - - - - JOISTS® I b'OG. o b" FRIEZE BD. FIRST FLOOR LINE -L- OH - - BEDRM#2 11_01, BATH#2 _ GREAT ROOM OH. PLATE HT. -- - - nlml PLATE HT. I z I I I I I I IOH. I � '�< I UNFINISHED � � 11-0 - BASEMENT °- i i I I I I j I .•"• ' ''t� I W O w �I I 10" SQUARE HB$G PERMA .. � I v ¢ EXTERIOR WALL. .• Q -HARDIPLANK SHINGLE 510IN6 I I I I o = GA5T GOLUMN#46382 W/ I I B2 I Z _ -TYVEK OR EQUAL i i i i s _ I I 5QUARE FLAT GAP $ ` - C7 -1/Ib'05B SHEATHING = I I I I Q I I 2 cn 4 -2xb WOOD STUDS® 16"O.G. Q _ - I I I t � I I ... BASE (OR EQUAL) - I I Fv-I - - - - - - - - - � (R-13)CLOSED DELL SPRAY FOAM INSUL W I I I I CORNER COLUMN TO BE I I p w -6"R-21 BATTS - Q I I I I i ALONG INSIDE FADE OF FMD.WALL5-FULL HT � I I I I _ PROVIDED W/SPLIT KIT I I I I OR DRAPED BLANKET INSULATION ❑ rl�l I I I I h"+�1 I I I . I I I IIli 11 11 I I V Lu FIN IST FLOOR i i i i - _ i i _ FIN. IST FLOOR �_ CD ELEV.+0'-0' - - - - - - - ELEV.+01-0' V m Z 10" 5QUARE SIB#G PERMA I i bxb P.T.POST WITH I I I - - I - - - -� -i - - BEDROOM #2 BAY DETAIL I Z o GA5T COLUMN 46382 Wl I I 51MP50N BG52-3/6 I I I I 0 5QUARE FL. T GAP $ i I P05T GAP ANCHOR $ I I I I I 1"= 1'-O" 82-I.I WALL 0 GARAGE BASE (ORE AL) - 51MP50N AB%b W QST -R I I I WALL® GARAGE I 1 0 Fo BEYOND CORNER GO UMN TO BE P05T BASE(M- BEYOND o I I PROVIDED SPLIT Kir I I ALL GOLUMN5) I I I I I FDI I I I I I I I I I I I I I I I I I c) BASEMENT I I ( I I I I I I I BASEMENT - - - -- - I- - - - - - - L -- - - - - - - - - - - - - - T T T1 - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - -I - - - - - - - - - -t-,- - - - - - - - - - - - - � ��wYO�,r „_� �.............. J B NUMBER UNIT 2 7 2016023 RI6HT END ELEVATION W I/4 = ' UNITS 27 (B- 2 ALT- 2 ) & DUET CLUSTER = SHEET NUMBER „ , „ B - 2 A (MAGNOLIA)- 2 M - w - . 1 8 ( ODEL B 2 ) ELEVATIONS W 1 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 2 HR 5EPERATION -ni-oll WAIL PER UL#336 F_ H LINE OF REAR CHEEK 38'-6" 38'-6" Z W WALL® UNIT 27 13'-0" II'-2" 14'-2" 14'-b" il'-2" 13'-0" U v 0V 0- °' O /A 1 0 Z ^ ` .c z `o B2-5 4J cn v 2 0 4 I z � �040 8" 12'-10" 810'-0" 4'-II" 4'-4"M.O. 4'-11" I 5'-3" 4'-4"M.O. 4'-II° 10'-0" 0 8" 12'-10" O L. �C' Q Q w r� o U o 1p 4 _ L ' co co UNEXGAV. ❑ U " 4"P.G.SLAB WITH bxb, ri � UNEXGAV. 2 10/10 KAM.OR FIBERME5H. 4"P.G.SLAB WITH bxb, q FDI ( ---- I FD1 8" 6.1 MIN.3500 P51 GONG. 10/10 W.W.M.OR FIBERME5H. - MIN.3500 P51 CONG. 6 8" 2 FDI HD r------- I EGRESS HD WINDOW o HID I o I o ,1 mO t m O HD % '° EGRESS I HD m 2x12 FLOOR J015T5 -O� 0 WINDOW 8.. ® Ib"O.G. ? 2"x 10' I U 2x12 FLOOR JOISTS "' HD o �n LAB SEAT 2"x 10' o ® Ib'O.G. - 2 4"WIDE JOIST F_ SLAB SEAT u, o.2 N o FD 4 SEAT.TA.SEAT Z - - - I I FDI ELEV= ()I I� Q J o O c" HD - 4"WIDE J015T 2 I L21 P.G.FOUNDATION WALL U SEAT.T.O.SEAT FD Q 4 WITH DAMPROOFIN6 ON Of Q Q ELEV= (-)I'-I " II I 9'-4" FDI 13'-2" 24"x 12"P.G.FOOTI% 10" 2'-0" � � Ln 12" P.G.FOUNDATION WALLJ J ( I p 0 M WITH DAMPROOFIN5 ON 4 10 P.G.FOUNDATION Q D LTJ JJ " Z V _ `fl 2_p 10" 24"x 12"P.G.FOOTING 13'-2" FDI 9'-4" 14'-8" I WALL WITH DAMPROOFIN6 I I I AVEUMN r DIREGAT VENT GHEATIN6��. ON 20"x 10"P.G.FOOTING PPL GLFA E HD ❑ D I ( 10 P.G.FOUNDATION I IGD NG APPLIANCES SHALL BE IN5T • � Q -T.Ol�I.ELEV. = O'-0" ON "x 30"x " t " DIRECT PENT HEATING EQUIP. WALL WITH DAMPROOFIN6 L � N ) � WITH THE CLEARANCES FR6M � 4"WIDE ^ HD APPLIANCE CLEARANCE 3 " IA " „ " L I UNPROTECTED GOMBU5TIBLE • IANGES SHALL BE INSTALLED ON�x 130 x I2 G F_ � ON 20 x 10 P.G.FOO INC 1 J015T SEAT. MATERIALS AS INDICATED ON TE TOW.ELEV= -T.O.W.ELEV. = 0-0F7 L J APPLIANCE LABEL AND IN THE " 4"WIDE WI THE GL EARANGES FROM FTG N.O�J �) I I I I MANUFACTURERS INSTALLATI N UNPROTECTED GOMBU5TIBLE �- J ���`-� J015T SEAT. I o0 0o IN5TRUGTIO M TERIALS AS INDICATED ON THE F � TOW.ELEY= (-)I'-i " A IANGE LABEL AND IN THE L J ®� 1 4 I I . I - ;;, ( MANUFAGTURER5 INSTALLATION I ( ® I -2 I o p PROVIDE FRESH AIR INTA J O IN`TRUGTIONS. 00 00 II - T.O.W.ELEV= ()I' IY, ( �- Q TO MEGH EQUIP PER GO 2x12 FLOOR JOISTS -J 2x12 FLOOR J01575 HD L j IDE FRESH AIR INTAKE p Q I I ® I6'o.G. - ® Ib`O.G. (A • MEGH EQUIP PER CODE [] T- LJ I - - - - � 2-O o H HD 2X12 FLOOR J015T5 2xI2 FLOOR JOISTS m „ ® I6"O.G. ® Ib"O.G. I I I I rvT J� O 2!-0" F_ F�� \ L .I B 5EMENT SLAB L- J 1 ❑ ^ O p 8 � — {4 P.G.SLAB(MIN.2500 P51 GONG) �1 FDI I .POLYET[fLENE VAPOR L J BASEMENT SLAB I �- __j ( I BARRI — — — — — — — 18 �� •TAMP t FILL TO 95%DENSITY •4"P.G.5LAB(MIN.2 P51 r N Q U FD1 I 4 A06 MIL.POL VAPOR FDI I I 14'-2" `° > J `— — 5' p" r 8'-0" 10" —13ARRER � J Q #TAMP d FILL 95%DENSITY N ( Q TVP. BEAM POCKET r 10" 8'-0" � T' IS'-0' L � L� X _ � 14'_2" I I �n_ _ I L � �I � 8-0I IL N6 HATSEMENT � � u' � � -13) DELL SPRAY WRAP ENDS OF GDR F- ( ) FOAM I AL.ON6 INSIDE I W/ALUMINUM AT Z 4 TYP. BEAM POGKET UNFINI5HED BA EMENT — — L FA WALLS-FULL HT Lu Lu WRAP ENDS OF GDR F- —1 *8'-O"CEILING _ — — T = _I,_ DRAPED BLANKET J % AIR PAGPRO�VIDE W/ALUMINUM AT I b FOAM IGNSUL ALAL INSIDE Y —I I '� -'p L- -� CATIONALL _ O 51DE5 U POCKET OR PROVIDE L J PAGE OF FND. FULL HT L0 0 PIPING ND/OR HEATING DUCTS N 5'-4"HOT HATER 10" 0 1/2 AIR 5PAGE ALL OR DRAPED BLANKET V' TO TED AS PER N.Y.5. O Lu INSULATION L J CODEi- z- SIDES — •ALL EXPOSED HOT WATER s �-►U 4"WIDE J015T ALL AND/OR�DUGTS - - - - - SEAT.T.O.SEAT Io" 5'-4" - 2X12 D.O. Lu Q TO INaLA N.YS. u� 4 ELEV= 4"WIDE J015T a C� 2x12 FLOOR J 5 5 _ D.O. 12 FLUSH _ �J6 - /4"x� I/ " SEAT.T U.SEAT - - - - _ I - — 1 _ HD iv ELEV= (-)1'-I1" Q J �- TA W. - " I m 4._ n J 1VL 6IRDE L J _ �� I 2 I LOOK JOISTS ( EL EV. -O-® I 2x12 FL JOISTS UNEXGAV. I/4- c{ l/ -L I I - 4 G- — ® I6"O.G. 4"P.G.SLAB WI ► r_ n_ n L J L 3� R Ey _ n - I 6X6,10/10 W.W. ] ry OR FIEIERMESH. FD 1 N N CO M CO r UNEXGAI(. 2x12 FL09R JOISTS ( — ° -� N o MIN.3500 1 4 PrG.SLAB WITH I I ® I O.G. I 3 '- >a GONG. ] 6 6,10/10 W YJ M. I _ 4 8" 1 - ` \ F- FD1 FIBERME5H. o I 62-5 FDI l'-2" 2' -0" 4'-6" N.3500 P51 N ry o ( I 2'x 10" 3 #5 CORNER KEBABS W/ 4' " SLAB SEAT 8" 4'-bn 1.-0" 2. 8.. 7_2n _ 1 8" `( —1 I I'-0" 3._2.. FDI B2-5 5 LEGS 0 MIDPOINT OF 2'x Io _ FOUNDATION WALL 4 I'-6" HD z z SLAB SEAT 1'-0 I I I -2 FROM TOP a BOTTTOM. (2)2X12 FLUSH -J Z m m a s n � N HO It I I o O O O O O Z H W V5 U5 V5 L I I O� 3-4 4 WIDE J015T w w a N J • D UNEXCAVATED TYPICAL 2x12 FL ISYS o SEAT.T.O.SEAT T #5 GORNE REBAR5 W/ 4-0 It w- Q I I LEGS® DPOINT OF I GARAGE 5LAB 8 14'-2" 1 " .G. I 2'-6` o" �= ()I'-II" -1 w v�o a I 4 P G.SLAB(MIN 3500 P51 GONG) 4"WIDE J015T °3' O T— I u- UP 14R SEAT.T.O.SE Lo -2x1-2 F OR JOISTS FOUNDATI N WALL t I-6 O REINFORCED WITH 6x6,10/10 WWM. N n (2)2X12 FLUSH = ;zIELEV= (-)I'-I�" I I "' G. FROM TO BOTTTOM. ° O 'TAMP# FILL TO 95%DENSITY 7 ~ t SLOPE 6ARA6E SLAB DOWN 2' / 10" 2'-6" 14'-2" 4- 8 iN TOWARDS 6ARAGE DOOR -1 5 1/4"x 9 12" UNEXCAVATED TYPICAL � _ �- — "' o PL GARAGE SLAB o III L - J LVL L - HP 5)*"X Q I/2" LOW g '4'P.G.SLAB(MIN.3500 P51 GONG) iv 2xF FL OR J01 S • REINFORCED WITH bxb,10/10 W.W.M, n VIL �HTER *TAMP! FILL TO 9555 DENSITY Ib O.G.o Z HD - J L - .J *SLOPE 6ARA6E SLAB DOWN 2" O ' - ^ - 2 12 FLOOR,JO T5 TOWARD5 GARAGE DOOR 17'-10" 8" I I'-8" `r a 2'-6" 0" a i--�•I CD o ® 16' O m V P.G. FOUNDATION WALL -i o lo" II'-8" 8" I7'-1o" I-o WITH DAMPROOFING ON j O 16"x V DP P.G. FOOTING QW F--1 = a I 4"WIDE J015T HD � v o SEAT.T.O.SEAT • „ TOP OF WALL 4° ELEV= HD 4"WIDE JOIST 8 P.G.FOUNDATION L II DN= 4-2" - SEAT.T.O.SEAT WITH DAMPROOFING ON TOP OF WALL I Z6 SEAT. (-).E?E 4" I6"x 8" OP P.G. FOOTI DN= -I'-2" '- W ELEV= • . . 2x12 FLOOR JOISTS 8" 0 16"OL. ❑ o 0 i- 10" 2'-b" 2'-6' 2'-0" _ 2x12 FLOOR JOISTS . . I 3 Q liJ U r'_ ® 16"OL. oAB Ab FD 1 v O 2'-0" 2'-b" 2'-6" 10" 11'-4" '� IO" O m FD1 HD • HO J 2" O p Z U — Zv 2 (� o o co FD1 .................... HD o HD - - — — — — — — oG`ST i �L N R BE 2 1.-0" n n n n I'-O" U GSE RTc;1 FD1 16-O M.O. 18 14 16-0"M.O. y LINE OF FRONT FOUNDATION WALL® �' m 7'-0" 13'-0" IS'-8" 18'-4" 13'-O" 7'-0" z BEDROOM#2 UNIT 28 W If p Ile 351-611 A 77'-0' 87 I 7 ❑ wy0�`E' A UNIT 28 UNIT 62-5 (L 2H 5EPERATION JOB NUMBER B-2 (MAGNOLIA) K41 PER UL#336 B-2 ALT-2 (MAGNOLIA) w2016023 HD= HOLD DOWN MULTIPLE LVL GIRDER CONNECTIONS: - CONTRACTORS AND SUBGONTRAGTORS TO RE1/IEW THESE UNIT 2 7 UNIT 2 8 DUET CLUSTER Q SHEET NUMBER GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND 2 FOR ALL MULTIPLE LVL 61RDER5, LAC-7 BOLT REPORT ANY AND ALL 0I5GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL FOUNDATION PLAN Z AB= ANCHOR BOLTS® TOGETHER w/ I/2" BOLTS @ 2'-0" O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES B- 2 ALT- 2 MODEL B— 2 FOUNDATION STRON6 SIMPSON I=RON TOP BOTTOM, MIN. 4" I=RON ENDS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAwIN65. DIMENSIONS ) ( ) PLAN z w SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION WALL PER UL#336 _ F_ ^ , 38'-8" - - - z �✓ 10" SQUARE H134 PERMA I bxb P.T.P05T WITH L E bxb P.T.POST WITH --�- 10" SQUARE HBG PERMA CAST COLUMN I SIMPSON B652-316,POST — RO — — ) A CAST COLUMN #46382 W l I 14'-2" 1 GAP ANCHOR d 51MP50N V aUi 51MP50N BG52-3/6 P05T , #40382 W/5QUARE FLAT GAP 4 BASE B2-5 SQUARE FLAT GAP BASE � I COVERED � ABUbb POST BASE(TVP O `I--J V � GAP ANCHOR d SIMP50N I 14'-2" I (OR EQUAL) - GORNER COLUMN TO BE 2" Q (OR EQUAL) - CORNER I I -ALL COLUMNS) V a� ABUbb P05T BASE(TVP o COLUMN TO BE PROVIDED 16 R1 PORCH I I Z fu -ALL COLUMNS) " I PROVIDED W/SPLIT KIT " W/SPLIT KIT „ � I ALIGN TOP OF 4 O Q,,� : rn 2'-0" 151-211 I I-0 14'-2" 14 6 I I-O �� � 13-2 2=p o �. � 05 v � I� (2) 3016 TR Q (2)3016 TR (2)3016 TR (2)3016 TR Iq COVERED ALIGN TOP of N I � •c N 4 I TRANSOMS (2) 3050 DH o (2)3050 DH (2)3050 DH (2)3050 DH xi DI `c ,� N>- o I PORCH ® 8'-0"HD HT ® 6-0'HD HT ® 6-0"HD HT ® 6-0"HD HT N I U 6 6'-1" 5'-b" 5'-6" b'-10" l'-4" l'-8" b'-10" 5'-6" b" 6'-1" b'-1" 4 § .cnacm, ° I _ D L — — JL - - - J HD I m = O eco 4 �II24 0 H ❑ U x� — — — g016 TR i C) M m I DI r Ir- 1 Iq 4 Q (2)2X10 HDR 74 301b � 6080 5 6L. 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DR W/ Ib TR (2)2X10 HDR Iq p 0 _ROOF TRU55 61_ c� _ _ _ TRU55 GIRDER IqLf 11 �� iv ® &'-0'HQ HT m — - (2) 18 51 LIGHTS 3050 DH 1 DI F - - r - - - -1 I (2)2XI HDR / II'-0"GEILIN6 L- J r DI �1 I _ _ ROOF TRU55 GIRDER _ I ROOF TRU55 GIRDER L - - '� - -J N HD BREAKFAST - f— — — — — — — — ��, — - - - -Q - - (2)2X OR 0 I \\ DI // AREA ;0 525"x II l/8"L HDR HJ _ — II-0 GEILIN6 \ I — — — — cn Z Hp a - BREAKFAST \\ ( / - - - - — — O 4" I 14'-0" I 4" 2'-0" 4'-2" 3'-0" 14'-0" b" r —I m i` 525" II 1/8"LVL OR AREA 1 2,516TR cn - — c" r 6" 14'-0" 3'-0" 4'-2" 2'-0" 4" I 14'-0" I 4" I I 1 D1 u' 8'-0"HD HT_ H- 2b16 TR® ( Q 21 "G I I I 13'-O"MY GEILIN6 I I _- -1 Zo L J O O 2&52 PH I I I I MA5TER EDROOM I r _ v o &'-o' HT L _J D1 I I I I I 1 3 4 PRE- B m `-N I 13'-0"TRA GEIIJNG I I I I I 11'-O" ILIN5 FIREP GE O ---� I MASTER BEE I 1 I I I I L——JI 6REA ROOM U- U) I �_ 4 I � II'-0°G ILING II x I I I I �-2 ( 1 G c" v :fl O rn r4IPRE-FAB IL___J I I II' 'GEILIN6 (� c) GREAT ROOM I `z I � I I n° 4 � z FIRE LAGS I 4 - - I I K TGHEN TEMP DR5 ❑ m I I I o0 0o N °N II'-0'GEILI 6 I I I RAISED HEARTH TEMP 6L DR5 KITGH N �- - - - - - - - - -\ o0 00 RA15 D HEARTH I I I I 4" / 0 4" 5.O 4" 3�4" 4„ I 6'- " 4 Ib'-4.. b" o m -�� I I 2616 TR® Q H O -1 2._ b" 16'-4" 4" abs 4" 514" 4 5'-0° 4 5'-0"\ 4' �— — — — 1 `t N I I 2852 DH N ., eim �� rtt bbd L &'-0"HD HT �] Q 2816 TR® I I 4 / \ e 10' "CEILING E- AA W N 2852 DH I I N Htt — — — lo'-0"GEILIN6 WIGL ■ _ „ " „ " 12 � &'-0" HD HT L J ry \4'-2' b� I r — 4 0 4-2 DI �_ r � 12 lo'-o'GEI INCtiI WILLIeb �e LIN. 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LIN. ��� �8 I WILL I I - J 4 I r D w u' 1 � 4 6 4 m � L J I = L — J 22"X ° ° II-0CEILING I � F_ -1 (3) 2816 TR 30"ATTIC - `� DINING ,AREA �, I I I l3)2x52 DH U Q 4" W D 4" cD WC \ 8-0HD HT j (3)2&I6 TR® I L -I I m b 6 ACCESS F_ 5! 11'-O"GEILIN6 HATCH I T I (3)2852 DH _ _ (2)2668 I I 10" SQUARE H86 ~ &'-0"HD HT I I I D I N I N6 AREA O WC © 10-0 CEILING ?� �8 m SD qt DOORS n ,ii #46382 W/5QUARE " <r �r I 5D® ® BIFOLD a� 'ux, L J PERMA CA5T COLUMN Lu L J I (2)2668 ® MA5TER e �b I I FLAT GAP 4 BA5E 4 z I �n BIFOLD ® �, bb SD 10'-O"CEILING ON 4R 21 "G" I (OR EQUAL) 10 SQUARE HB46 PERMA BATHROOM (3)2x6 GA5T COLUMN#46382 Wl I I cr' I '�' DOORS ?�8 5D m tib �bbb MA5TER ©� 10'-4" 4" 3'-4" 3'-10" 4" Q DI P05T L I CORNER COLUMN TO SQUARE FLAT GAP d BA5E I - I BE PROVIDED W/ U `° (OR EQUAL) - CORNER I I (3)2X6 21 °C DN 148 BATHROOM - - - _ - _ _ _ 1 SPLIT KIT O ,Na b — 0 HD GOLUMN TO BE PROVIDED (L J POST D1 p L4" 3'-10" 4" 3'-4" 4" ID'-4" 4" 0 GL ti .z W/SPLIT KIT HD g — — — — — — — `��{S� GL. Q SHWR PAN rill x q'-O"50. VEREDi -0 "x I ;fl I _7NOTE "5 ORCH I i- DI 5016 TR COVERED I 1 sHwR PAN TEMP.GLA55 I I 4)2xb P05T II'-0"GEILIN6 � I I I 3080 EXT INSUL OR mNSULI 015 6 TR I X q-0 50. " " M ON 2X4 I I 45 MIN.F1 - FOYER i I 5'-4" W/(2) 12" �- - (3) 2x6 HDR DI iii PORGItI I - NOTE 5: zz 1z KNEE WALL I _ ,fl 3080 EXT INSUL OR I I 11'-0"GEILIN6 I I I 6O� ICE SIDELIGHTS „ 2868 IN5UL DR- TEMP. GLASS II 6" 3'_4" 4° 10'-0" I 6° I -4" " m W �- IT w/(2) 1211 5,_4, I I N 1- FOYER I I � 7 1 ►- M o r 51DELI6HT5 N 45 MIN FIRE PTE ON 2X4 I 1 (4)2xb 5T 602 bxb P.T.P05T WITH o � N N cM c� c(Dcq RATED W/SELF KNEE WALL ( 'I I `° HD 51MPZN BG52-3/6 POST „ " � CLOSING DEVICE _ �_ F TRU55 61RDE:R bxb P.T.P05T WITH 21 I" 3'-4I" I I 6 10-oil4 3-4 6 - r I - --i - - - - - - - GAP ANCHOR 4 51MP50N 51MP50N BG52-3/6 P05T 602 (4)2xb P05T ( I I I ° ABUbb P05T BASE COLUMNS) GAP ANCHOR d 51MP50N HD _ � I I I LAV 0 -ALL COLUMNS)m ABUbb P05T BASE(TYP - - _ _ _ _ _ _ _ ROOF TRU55 61 R _ _ _ I I TWO GAR GAR I E SD® WC Iq cn ALL COLUMNS) III 4"PG.SLAB(MIN.3500 P51 NG) G�- Q 1z © DI CCLAV) I REINFORCED WITH bxb,10/10 W b" " _z -' 6 3030 AWN z z ;n0 ® II „ 3'-4" 4 4'-6" 4" EF &'-b" g w Iq WC 5D 5LOPE 6ARA6E SLAB DOWN Q " a g rn I I 10'-O"GEILIN6 ® b-O IST rri z � N a DI o GL. TWO GAR GARAGE I III Q TY���6 6 Bp°o I rye° © m z z z o z z z N w © o BATH #2 o 0 o i= o o F- w 3030 AWN b" 8'-6" EF u' 4" 4'-6 4° 3' 4° 6" o "4'P.G.SLAB(MIN.3500 PSI GONG) 5 I I N WALLS d GEILIN6 I ;t v cn cn m co cn a ® 8'-0"HD HT 10'-0"GEILIN6 `0 6 (r REINFORGED WITH 6x6,10/10 W.W.M. FW-2 I *'TYPE'X'GYP BD ON INT 04 IVIN6 0 w w N C�i 55 w � � m BATH #2 �8 T 6 2 0 I I SPACE COMMON WALLS TO 6 6E ��� AHD w 05 v a *i'TYPE'X'GYP BD ON GARAGE N III III ® w • g WALL5 E GEILIN6 1 I IN V I I 5D 1E) q N HD `t bbb *j'TYPE'X'6YP W ON INT OF LIVING I I N� I I Q Gl-• ISPACE COMMON WALL5 TO 6ARA6E ^ x N u, N I,m c•, I I I b"(R-21)BATTS 8 u' (ED, ®5D " I I DORMER WALLS I I� BEDROOM ENERGY NOTES u' Cbb 6 (lZ-2L)BATTS Iq 1 11 ABOVE I I Iq 0 z ALL CONSTRUCTION SHALL COIAPLY WITH THE 2020 ECCCNYS II'- "GEILIN6 �? 2 DI 4" I I ( I pl b., " �D w (n " � IS'-0" I 12-O 6 2149" 4 RESIDENTIAL PROVISIONS. g BEDROOM #2 Iq =W-2 — _ I I I m a c� HD . �;' III �' 1 O SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 Q 2'-6" 6' 12'_0" b° DI 1&' 0" Iq 4° —� � 16010 OH OR W w _ _-_ _ _ - e N > Y 5 I/4"x Ib"LVL HDR — — — � Hp J c' p w - (6010 OH DR � 0/21 0/21 Z e - - - - - 0 0 2020 NY5RG- 62421.8 (503.8 r= HIP '° 51/4"x 16"D&OR HD DI Q O 4 VENTING SYSTEM TERMINATION I.OGATION: 0/21 D/21 J (2)2X10 HDR I1 W " THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 1 o DI DI a 0 1 O 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST 2-1. HD J HO ❑ b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN L - - - ,_1 - -_ - , •- ~.1 APPLIANCE WITH AN INPUT OVER:10,000 BTU PER HOUR BUT NOT L — — (2) Ib TR — J 4 � _ OVER 50,000 BTU PER HOUR 5HALL BE INSTALLED WITH A q INCH a 5EAT 0 — — — — — — — (2)5050 DH — — — — — e VENT TERMINATION CLEARANCE,AND AN APPLIANCE WI-H AN INPUT HD HD - _ CH VENT _� - (2)2X10 OR % Iq 1q f- j TERMINATIO CLEARANCE THTU PER HaR E 130nOM 0 HALL HAVE ATHE VENT TERMT LEAST A 12 NNAL AND r —� r — — — , DI DI Z m w MODEL B-2 BEDROOM THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. DI L �2��J � — — J A # Z 2 WALL BEYOND (2) 0 DH Iq 62- O 0 //)................... ............0.........N..... 4'-0"® &'-0'HD HT4 o D1 1 p 4„ 2020 NY5RG- 8312.2.1 I'-o" " �¢2-6 8-O" 2-6 I6-0 R.O. I-4' �r7 I6-O R.O. IN DWELLIN6 UNITS,WHERE THE TOP OF THE 51H OF AN OPERABLE WINDOW OPENIN6 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED Q ti FLOOR AND GREATER THAN 12"ABOVE THE FIN15HED GRADE OR 2'-6" 2'-6" 13'-O" IS'-8" IS'-4" 13'-0" 2'-6" 2'-b" 2'-0" W °9- % m n OTHER SURFACE BELOW ON THE:EXTERIOR OF THE BUILDING,THE � �,, .•, z .Z.,, OPERABLE WINDOW SHALL GOMIPLY WITH ONE OF THE FOLLOWING: 'OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 2'-0" 36'-8" 38'-4" � a, PA_%THROU6H THE OPENING IN ITS LARGEST OPENED POSITION. 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTH F 2og0 FLOOR PLAN 2 FLOOR PLAN ❑ ti '° (TFC WINDOW OPENING CONTROL DEVICE AFTER OPERATION To UNIT 2 8 UNIT 2 7 FW Yo RELEASE THE GONTROL DEVICE:ALLOWING THE WINDOW TO FULLY "" 1-011 OPEN,SHALL NOT REDUCE THE INET CLEAR OPENING AREA OF THE $-2 (MAGNOLIA) 1/4""=1'-0" LIVING AREA= 1,5gq 5Q. FT. 2 HR `�'p" $_2 ALT-2 (MAGNOLIA) 1/4 =1LIVING AREA= 1,5gq 50. FT. B NUMBER WINDOW UNIT TO LE55 THAN 5.1 5QUARE FEET. GARAGE AREA= 37150. FT. L PER ' GARAGE AREA= 3l" SQ. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 25050. FT. w 2016023 _ NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE �"' EF -EXIT FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE Q SHEET NUMBER AND TWO-FAMILY DWELLIN65,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTIONS: 50 GFM INTERMITTENT OR NO1E "V": GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 2 7 UNIT 2 8 DUET CLUSTER = NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN 6ROUP R-2 DE516N STAIRS TO MEET ALL © 20 GFM CONTINUOUS *ALL DRYERS TO BE VENTED ALL WINDOW5 5HALL BE TRU55E5 W/ 12" MIN. HEEL 13UILDINC-5(CONDOS d GO-OP5)AND UNITS APPLICABLE CODES AND To FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT TO OUTSIDE AIR PER GODS REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL °- ANDERSEN 200 SERIES HEI6HT5 (U.O.N) @ 24" O.G. OFFERED FOR SALE,IN THE IMMEDIATE REPORT ANY D15GREPENCIE5 TO6ETHER W/ I/2" BOLTS @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE *ALL WASHER TO BE GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR CORRECTIVE MEA5URE5 DE516NED BY TRU55 ENGINEER O 6LAZIN6RED VICINITY OF BEDROOMS,ON THE LOWEST CONFLICTS TO THE TO STAIR FROM TOP $ BOTTOM, $ MIN. 4" FROM ENDS / ® DETECTOR PRJVIDED WITH DRAIN PANS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 5HALL (B- 2 ALT- 2 ) (MODEL B- 2 ) FPLAN B2 � 3 FLOOR LEVEL GONTAININ6 BEDROOMS. FABRICATION. (SSP SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: u -2"GABLE WIDTH Ib' W IN5TALL ICE d WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 6x6 P.T.POST WITH Z MANUFACTURER'S SPEGIFIGATIOIJS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED Ib'-2"GABLE WIDTH 51MP50N BG52-3/6 P05T = W PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABU66 P05T BASE(TPP p GAP ANCHOR d 51MP50N o o NOTE. 5x6 P.T.POST WITH — — — — — U ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING o 0 51MP5oN BG52-3/b P05T ALL COLUMNS) Op u 0 APPLY ICE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - - - - - - GAP ANCHOR d 51MP50N AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°G) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. ABU66 POST BASE(TPP —(3) P. • — DCS Z (D w O 0 I ` N PRE-ENGINEERED ROOF — — -ALL COLUMNS II'-0" PL HT. I � c v TR155E5 PER TRU65 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE - — - _ (3}2�P _IZ57 I II'-O" PL HT. _STRESS DESIGN: I D (EQUATION 16-8) I I A I'-o" I 12 12 I i_ " w +� N} Lo 51MP50N STRONG-TIE D + L (EQUATION 16-9) II'-O" PL HT. I I II'-0" PL HT. 62-5 I OR I q 9 I ( (OH .� N MTS STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) " I I 12 I2 A HED I�, NO 'R" I O L' y cnc m I-0 q 1,,'L, H TG AREA INDICATES Q w 7 c m GONTINUOU5 WAIL 5HEATHIN6 TO D + .6W (EQUATION 16-12) OH q I OH LOCATION OF FIRE RATED ROOF �I ( _ ,� 2 4 TOP OF TRUSS HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I " d WALL 5HEATHIN6,4'-0"FROM N I 1:1 M - I NO1j I I NI I I I�I N co HEEL HEIGHT PARIES-SEE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I ) LL HEEL H HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL _ 2 HR SEPERATION -11 4 ~ � m n. ACTU I N WALL PER UL#336 11' O" PL HT. o I I N a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I I� II SEE DETAIL I/FW-2 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND CL FI I SPEED (101 MPH BASIC DESIGN WIND SPEED) IN 12 �, I o o II'-0" PL HT. I ALIGN FA5GIA5 Ip J EXPOSURE CATEGORY B. � I " VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE ISI I L — IOH ALIGN FA5GIA5 2�1. F �j j j /j j; `� FOLLOWING DESIGN LOADS: NOTE R / /j/ / / �� _ _ _ _ _ _ I I _ _ _ ROOF TRU55 GIRDER _ Z ROOF TRU55 61RDER O TCLL 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I I " " j/ / ' / j LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD I _ _ I I / j//// !Y / /j/� I V _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ _ ROOF TRll55 GIRDER _ _ ROOF TRU%61RDER _ _ — / // / /// L✓ p GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE I j EEL= F- ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE I i // // z 2 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. — — ////j/ . %%//j/ — — — — 12 Z 8"FASCIA BD B2-4 � � \ / // / /// // O TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD — — — Q DEFLECTION OF THE LESSER OF L/360 OR .75". 12 12 // // /j//j j/ji//� 12 O TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO LL Lr) q / / %//j/ � ( s a ~ VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR / L (� I Z mm TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL o „�� I ( %//j/ I�j//j// % IN .BEARING ❑ v J INCLUDE THE FOLLOWING INFORMATION: GEIL. W,�LL BELOW r 1"�'� 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I I I .///// // // I ( I I W 2. LOCATION OF ALL JOINTS. I' INT.BEARI 6 I /%///% /%///%// 0[vo f 6 C 3. REQUIRED BEARING WIDTHS. ,� TRAY GEIL. / // // I I I I OH.HAL LEADER TO DRYWELL TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. �— �L ///// ////// ' 4.2. TOP CHORD DEAD LOAD. b„ I I 4.3. BOTTOM CHORD LIVE LOAD. OH. I I I 4.4. BOTTOM CHORD DEAD LOAD. I ® 4.5. CONCENTRATED LOADS AND THEIR POINTS OF I ( ® // //// — — — — r J / / cV I L J F U5H R w APPLICATION. L ROOFS � w 4.6. CONTROLLING WIND LOADS. UW 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I 1 DESIGN VALUES FOR CONDITIONS OF USE. FLUSH ROOFS L J DETAIL �I I � ./, /// _ _ _ I .�e m 6. EACH REACTION FORCE AND DIRECTION. / /j — — — �� (o 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, / NOT TO SCALETHICKNESS OR GAGE) AND THE DIMENSIONED LOCATION �/ /// / ,�' O B2 -4 I OF EACH JOINT CONNECTOR EXCEPT WHERE , � I SYMMETRICALLY — — / //%/ /�///�� I — — — — — --{ LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 // // // /// \Q TRU55 IDLE . I / / / ✓ // C/ �i /VENT U �� GA MIN THICKNESS GRADE A GALVANIZED STEEL s INSTALL HALF OF PLATES. I' / FASTENERS® EACH END OF STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH ( ( / / // //� TRU55 R106E WANT MEMBER. I I RI06E5 TO %/ /_ _�__ 12 9. CONNECTION REQUIREMENTS FOR TRUSS TO — — — AL16N I I // /// %� — — — I ( U o I / / ./ / I q GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD / Z o TRU55 RIDGE NT /// / / SPLICES. 12 — — / / / II'-0' PL HT. w 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. — — — / g 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS q I - u p ° MEMBERS. 3' / %//j%// O ° ° 11'-0" PL HT. 2. // // 12. REQUIRED PERMANENT TRUSS MEMBER BRACING _ _ _ / / // p ° ° r1E tIb LOCATIONS. i// / - / // i S 5M'S0N 6rRaJ6 / // / CARRY ICE d WATER SHIE S a ° o / // // /// /// / / FOR MIN OF 3'-0"ALL 1'-0" /// // DIREGTION5f"TER5EGTI 'o (3) 2X6 P05T oH. a * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH // // / // , ° // / / / OF METAL d AT ROOFING ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND � _ 51HP15ON 5TRONErT1E MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I-oil W5 5TRAPPIN6 TRUSSES SHALL COMPLY WITH ANSI PI 1. THE TRUSS OH' (3) 2X6 POST / - j////j/ j ///� PROVIDE TER SHIELD / /� / ON ENTIRE ROOF FOR I4IOd DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY �- /j// // // / I I L (70TAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF Q I Y� I j ALLOW PITCH 12 ;Tn I r NEW YORK. — * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, — I I o -� / /j/ / ROOF BRE K — �c_v -I _ I M o °•-° OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I USE IN GOMBINA�TION ONLY DETAIL AS SHOWN ON ELEVATIONS AND SECTIONS. cy RIDGES ALIGN WHEN STUDS AND�RAE��ERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I I THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT -I r — DO NOT AL16N NOT TO SCALE1D — NL ,/// / �/ /// / 1 5T 1%SEAM WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING I I I //// / '// //j ROOF B2 -4 i 'jJ ASSEMBLY TO INSURE TIGHT FITTING JOINTS. j �, I ( n 12 // / i 1 - - I 6x6 P.T.P05T WITH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER , In �/ / 4/;� // _ I 51MP50N BG52-3/6 +/- I I +/- I I '/ / , / // - _ _ _ L P05T GAP ANCHOR d z z ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. �� }— —I /� / �// 'r R OF. 61_ _1. — _ _ _ _ _ IRPERJ _ _ 51MP50N ABU66 g THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND bxb P.T.POST WITH I ,� — — — I / /// / /// — �� � o a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR /// % i/// / — o — P05T BASE(TYP- 66 z co co) cn N SIMP50N BG52-3/6 ,// // / / z z z o z z z SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN POST GAP ANCHOR d — // / '// / �:': : I �o ALL GOLUMN5) o 0 o I` o o J W _ �ROO�TRUSS 61 - - - - - - - ROOF TRU55 RDER _ %/ // /// // I cn v� �n Q co) cn g /` / / %� > a g cn DESIGNED AND INSTALLED TO PREVENT ROTATION AND IMP50N ABU66 P05T /` % , r / I-0 55w 5 � D �C - / / W W W N J BASE TYP-All T / / / J w ACCORDANCE WITH ( I �" / / PROVIDE LATERAL STABILITY INA - o / / / / I OH. � � � w � � a5 a5 U I :: / / COLUMNS o / /> N R I ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ) � // / / // 510E ABOVE -L INC COMPONENT SAFETY INFORMATION SCSI GUIDEL BUILD ( ) I-011 OWER ROOF a L TO GOOD PRACTICE FOR HANDLING, INSTALLING & OH. " I / /� / //' �4 II'-0" PL HT. I I / , 12 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. * BEARING POINTS I ", J I L_ - _ q — — — PROVIDE APPROPRIATE CONNECTOR AT P I _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN NOTE: INTER5EGTIN6 ROOFS I I I I 2 HR FIREWALL BELOW ROOF ON TRUSS DRAWINGS. WEAVE ROOF 5HIN6LE5 AT I CARRY TO UNDERSIDE OF HIGHEST ROOF SHEATHING - * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, II'-0" PL HT. — — — _ I��Q //j/j/j /tel/ //. + , „ „ �/ I INTER5EGTION OVER ICE 5HIELD IS // / / / sn ::,; NOTE R Z DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY cy S // / / /// m II'-0" PL HT.MEMBRANE - CARRY MEMBRANE MIN. 24'I I NP WITHOUT THE APPROVAL OF A REGISTERED DESIGN 'bio ,/// .' //// //� \_!'_ W OUT IN ALL DIREGTION5 OF I I - �" '// / / I c�a cy PROFESSIONAL o= \ `l / OR a INTER5EGTION I I - I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS o NOTE"R' 20'-3"HIP PL HT / jj// j/� I2 12 Q m Z AND METHODS OF ERECTING THE TRUSSES. THE I-0 C - -- -- -- -- - -- --- ---- I— —I11 �- w Y Z I I I W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY OH T /j/ //// / > U 6j W< BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE '�' o " // //j //j p w a lfl 1L o= W D q-0 FRONT/ I U o INSTILLATION OF THE TRUSSES. I- [2444 DH IN o x Z N I � _ WALL PL H . / / 11 ; .::':' ;:... 6 I ar_ ROOF M55 GABLE END L //�' // / b I. I (7 N I I I I I 8-q PL HT to o HIP WIDTH FIRST FLOd / �/j j j jOH off I I ABOVE FLOOR F Q // I I I HIP RAFTER, +/- 1112 11 i////// / � _ — 51 CORNER TIE SEE PLAN I NL '/ / /. //// �� Q o NO "R" IO ❑ -Tx " I'-0" �� �GSS I % / FRAME 13'-8'DORMER PL HT I 14w 51DEWALL ABOVE LOWER ` OH. �'� Q o //j// % OH. ABOVE 1ST FLOOR II PL HT. 10„ I c� ROOF o o ���o �GSS ( II-0 PL HT. � // / oH. L _ — _ Z m i/ - } FALSE DORMER To BE 11!-0" PL. HT. OH I BUILT OVER LOWER ROOF Q O o 0 z o o IIS —I co q�-0 PL HT. ................. O " SEE DORMER PLAN AT 5'-2" 64' 4'-10" 9'-0° p N ROB 0 6 6 oz GABLE END DETAILTj5 0 �� T C� OH o II'-0" PL HT. I 12 HR SEPERATION I c, cti� N= WALL PER UL#336 Q m 0 0 L SEE DETAIL I/Fw-2 J r 1 �' ; s z n TRU55 R106E W/VENT = ROOF WEAVE DETAIL 3xri EXTERIOR HALL UNIT 2 8 PLATE p AREA OF ONE ROOF , UNIT 2 7 TOP I- LATE HIP BUILT OVER ANOTHER A ❑ �E Yo�� NOT TO SCALE B-2 (MAGNOLIA) B-2 ALT-2 (MAGNOLIA) DET IL B2 -4 CONNECTION B2-5 -- JOB NUMBER GUTTERS 8 LEADERS „ INSTALL ICE AND NOTE R: 2016023 ALL GUTTERS it LEADERS SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE—ENGINEERED ROOF UNIT 2 7 UNIT 2 8 W WATER SHIELD PER DUET CLUSTER Q SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, 0.6. STYLE W/ ALL PRE—ENGINEERED OVERLAY PRE—ENGINEERED 5G155OR TRU5SE5 W/ 12" MIN. HEEL ROOF PLAN RELATED 4 REQUIRED AGGE550RIE5. LEADERS SHALL BE MIN. MANUFACTURE'S ROOF TRUSSES @ 24 O.G. SPECIFICATIONS TO ROOF TRUSSES @ 24" O.G. HEI6HT5 (U.O.N.) ® 24" O.G. :- 2"x3", .021" 6AUGE W/ GLIP5 4 ANGHOR5. CAULK 4 SEAL ALL DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRUSS 1/4"=1'-0" B- 2 A (MODEL B- 2 )_ ROOF PLA zJOINTS. PITCH GUTTERS MIN. I/8 /FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT NS" ABOVE GRADE TO RECEIVE LEADERS (CLOSED GAP DE516N). HARRANTMENGINEERw B2 � 4 p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I ' �� 4®o 2020 NYSBG SECTION 1O15TANC EPTION 4: co 48" MIN 48" MIN F- l� U336 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 5EGURE ROOF 5HEATHIN6 TO G-RUNNER TRACK Z AT UNDER51DE ROOF 51EATHING IF FIRE RETARDANT TREATED 2020 NY56G SECTION 2'G-RUNNER TRAGK2'-CAULK FOR OPTION#I W E WALL RATING - 2 HR. 5HEATHIN6 15 IN5TALLED FOR A 015TANGE OF 4'-0"ON BOTH 51DE5 106b-EXGEPTION 4: E FINISH RATING - 120 MIN. of 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RESISTANCE SMOKE TIGHT JOINT OVER U WALL ASSEMBLY MAY TERMINATE AT METAL EDGE FLA5HIN6 OPTION#2 O 0 t5 STC RATING - 61 (SEE ITEM 7) 48 48 THE UNDERSIDE of RooH NONRATED o 0- SHEATHING PROVIDED THE ROOF IS SECURE WALL SHEATHING TD PROTECTED WITH 5/8"TYPE "X" G-RUNNER TRACK TYPICAL ROOFING ZO ^ , 6YP5UM BOARD DIRECTLY BENEATH ��TRU55 W L o' � Cc THE UNDERSIDE OF ROOF SHEATHING U U >N AND 15 SUPPORTED BY 2 LE06ER5 ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD-TVP .� o 2 H 5TUD TRAGK AN ---- -- --- - - - I--- y _ DISTAN E OF -01NON BOTH SIDES ----------- F 'r---- ------T cZo'"n ,i"- � '' 'X•� ��=i� •� G U K FOR SMOKE TI FI OPTION #2 , „ TYPICAL 51DING X X Z V X X X I T OYER OF 2 HOUR FIRE RATED RE515TANGE L L �' Cl) t ;, ...,.,................. .... ,........�` •••••••• •r":.......,..,......`�,.••M-_•-•--_.- �''•} ,•• ......,......••--.... .,..,.. 2 TUDS CONTINUED TO IDE Roof: U55E5® 24"O.G. WALL A55EMBLY.ALLOW NO " HIDDEN METAL FLASHING: OU Q c a 4 - --' ---�, .................._.,.,., co .... ......�"..w -_._........... _... .i.__.,...,..,,»,» ,,. . ..... . . .. OPENINGS IN ROOF WITHIN 4-0 OF 2 k "#'" "-''�- _._.�.._......_»___---.. OF SHEATHING 12"VERTICALLY E 12"HORIZONTALLY ❑ = M Z,.M.. �....- -.._....... ..........__. .......... :.. ....._. _ HOUR FIRE RATED RESISTANCE WALL U �,, A55EMBLY EACH SIDE.MINIMUM OPTION I 2x4#DGERS W/ r, I AI 5PAGE EA. SID # OPT 2 CLA55 B ROOF 5HINOLE TO BE �) �.:.. i I --- = '�: :.._---- :� v ._... ....-.r ' --�v_,:; �, ...-----•.w..._.,•,.._ � _L _ __+ INSTALLED OPTION#2 z 2"x2"x2 Y2"LONG a. XWMN 'WWD63 USG ALUMINUM INSTALL�"TREATED PLYWOOD 5HT6 BREAKAWAY CLIPS - - ? { 4 _ '•. GYP. BD. OR MINERAL FOR MIN 4 OUT,IF LOWER ROOF 15 ROOF '- f WOOL FIRE BLOGKI LE55 THAN 30'BELOW H16HER ROOF - TYPICAL ROOFING - SHEATHING TO CONFIGURATION A 3 I/2" (R-I3) t5Arr p ASW CLIPS OR OG3 L)SC� ----------T --- -=---- s� AY cuPP55 _0 .E:XP()'S17rs�O FI�?��AREA Sl i1:� ;TION, -�' AT.J.-51i'}EON-111y I„ ALUM AV6LE CLIPS X �X X� _ _. ., ....__. .__....,._. -. - -_•��• AIR SPACE DOUBLE H-STUD TRACK J I"AIR 5PAGE L I I �- 'AIR 5PAGE U 14 1 _ �"�� SGREWED BAGK TO BACK h t t 2 .; �} „_.� / '*•, 9t 3 (2)PIEGE5 6.P.T K I"FIRE6UARD F_ TYPE "X"5HAFTLIPER TER PROOF 1/2'GYP.BD Cl) • 1 - L I" GAVITY' AT FLOORS AND DOUBLE H STUD TRACK SCREWED FILL • riwww „;�,_,„ •••-- -� - �, =,•_„,w_-www_�....:.,,,.�,....�;.....-:...� BAGK TO BACK GEILIN6 W/6YP. BOARD OR MINERAL 5DE5 AND FED6ER6 FINISH ON BOTH Z v{ :. ,w - - 'i " E WOOL FIP.E BLOCKING ! ;; .::� �• _ .� ,� 1y�-� " I AIR 5PAGE _ ...............,......._..». _.._........_........... _.._...»_;-. _........... (2) PIECES 6.P. TOU6HROGK I" 2" H-5TO rRAGK O Ln is:: ..,..•......................r.__W_... - ,...a.._�... . . " M _.......... .......:......-'_:�....... W i �>`-..�_._......_. •.. ..•4 ,6•• :� ..._..... FIRE6UARD TYPE "X" 5HAFTLINER, ~ m -� WATER PROOF BOARDS W/ 2x4 P.T.51L PLATE z FIBERGLASS FINISH ON BOTH SIDES ....... ................ �:�.. ,.• __ r.`,Yd.. :;� c!_i.;_ _ ,i ix.. .............`".� AND EDCES FIRST 00 ❑ ».....__...... 1.4" AIR SPACE �, ti ` '.` 1 `,, 3/4" T46 05B 61. r e�_ ` SUBFLOOR-6LUED 8 SCREWED _ :y:¢ RIM J015T PEE FLR J015T MANUF. OPTION#I RUN 2020 NY55G 5EGTION 106.6-EXCEPTION 4: Z � - iy� GONTINUOU5 BETWEEN J015T5 PER PLAN FILL I"CAVITY AT FLOORS AND CEILING K1_/ ROOF TR1155 -�"" � 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY CONFIGURATION } PLATES AT EXTERIOR ` n y GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER51DE ROOF%EATHIN6 IF FIRE RETARDANT ~� HALL ;.: (2) 2x4 P.T.51LL PLATE BLOCKING 063 USG ALUMINUM TREATED SFIEATFIIN6 IS INSTALLED FOR A DISTANCE OF 4'-0"ON 1:X OS E D�`O��I RE T O-N r'a FIRE RATED RE515TANCE SSEMBLY .� BREAKAWAY CLIPS BOTH SIDES OF 2 HOUR STANCE WALLA [�] ..- ^ - _ (R-I3)CL05ED CELL SPRAY FOAM IN5UL 1"� ANCHOR BOLT5 (14" LONG + F- q .4 3rd ,r OPTION 2 A> SPACE t...., AIR SPACE .....•••-•-r s ;- --� ice' - Alit $�''.' C ALONG INSIDE FADE OF FMD.WALLS-FULL HT a ° 'r� 3" HOOK,8"MIN EMBEDMENT) OR # W 2020 NYSBG SECTION 10.6.6-EXGEP'TION 4: OR DRAPED BLANKET INSULATION L 3"X3"A" 2 HR FIRE RESISTANCE FIRE TED RE515TANGE A55EMBLY TERMINATE AT � _ _ ..,� ;_,'::...•' _i r � int,`^ d 't� ADHESIVE ANCHORS W/ 2 HOUR RA GE W/�LL PROVIDED •-• _-+' --. 5�ti , j t 4,{ € "Y"""•"• T" `-':' WASHER PL® 24" OIG. THE UNDERSIDE OF ROOF NON-RATED SHEATHING THE ROOF m �,/,,,`/j}/,�' /'(/}r 1 ; •- { ; •i.,�:�,; ; 'r,! •!f (I) #4 HORIZ.REBAR r� ° a I I 15 PROTECTED WITH 5/8 TYPE X 6YP5UM BOARD DIRECTLY BENEATH r T 1 I ,! !��/ ,l� 1 f...,. �✓h• ~ ~~•y' �14!•y 4;` k` i Ci i ��}' � : ` I 3A•,`,i 'I _ " tib. ,: r' ' (1)#4 HORIZ.REBAR 0 MID ` _� RATED WALL ASSEMBLY DETAIL UNDERSIDE OF ROOF SHEATHING AND 15 SUPPORTED BY 2 ❑ p w'..-; '} BASEMENT �( LED6ER5 ATTACHED TO THE SIDES,OF ROOF FRAMING FOR A MINIMUM F,`, ' , l • t `,• �..r3-" •. f ,,! ; HEIGHT OF WALL STORY • ,' {f, . //' ° 'y OF DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED j���`�y ;`� '�' ��, },, ,r i; I `'_;..� ;'rr�'' ° SEE CLUSTER FOUNDATION FI"D LL A55EMBLY.ALLOW N N.T.S. PLANS FOR LOCATIONS RESISTANCE WA 0 OPENIN65 IN ROOF WITHIN '! :•1'' �'•,' t k' `' r&%' , ! 8 " �: 4'-0'OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EACH ) -� f ; 12 FOUNDATION WALL ON 24 x12 TYPICAL BA51NENT SLAB �../ i - *,, ~, I ~ •-,;-� 4 1 P.G.FOOTING t1 ;` - Y ° f 4"PG.SLAB(MIN 2500 PSI IMUM GLASS B ROOF 5HIN6LE TO BE INSTALLED. 161 ,; ,.•�•' s ~t~ ° 006 ML POLYET}E(ENE �:::::.... 5TG RATING, ,r~'1---- `s�ti ! ._ •�'> i S +' ;! i , ; r` ` �'',f ?�`•' d `'��:_ VAPOR BARRIER OPTION#I ~ w�s�`�, 1;r,, 'r j• -r'^- _✓ M1`. • ____.1.. 4:•� :,�77 4 'fit%�+�' i °. '`'('L' f U56 BROCHURE 5A100 (FIRE RE515TANT 2020 NY5BG SECTION 106.6-EXGEPTION 4: r _ `a''-•. TAMP t FILL 10 95SK DENSITY ` s _t i; ° ° e ASSEMBLIES) OPTION#2 U �, 1 f' :f �- �-,._ ,• �`�a : ' + ' •, 4' 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE AT i~QL "\,% I c ' =l . l , ! ~ ' ° ° ° ° UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING Z t t, , ,; - 1i,y �- ;• s 2020 NY56G 5EGTION 106.6-EXGEPTION 4: (, , , ' ; ; ,eft: i< '" - ' d ° ° PAGE 22 (AREA SEPARATION WALL IS INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH SIDES OF 2 HOUR W ti ; ° HOUR FIRE RATED RE515TANGE WALL - ..._... ••�`�=L3_ - I � fit, i ,�=-"�' Kit. e a 5Y5TEM5) FIRE RATED RE515TANGE WALL P55EMB Y � A55EMBLY MAY TERMINATE AT THE � 4 TEST#UL DES U341Rzfigg �� �� UNDER5I0E OF ROOF NON-RATED U 48 48 6HEATHIN6 PROVIDED THE ROOF 15 0 HORIZONTAL #4 ° ° °. AC-06TIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8'TYPE "X"6YP5UM D TE5T#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE 77 a ° ° BA5ED ON 2x4 FRAME WITH MIN. 3" OF 5HEATHING AND 15 MINERAL BY 2M OF � EDGERS ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) MINERAL wool BATT AT EACH 510E 2 HR FIRE RESISTANCE SECTION 1206,3 of 2020 NYSBG- WALLS, THE SIDES OF ROOF FRAMING FOR A PARTITIONS AND FLOOR/GEILIN6 2' H 5TUD TRACK AN MINIMUM OF DISTANCE OF 4-0ON BOTH I. Floor, Intermediate or Top Wali -- 2 in. wlide, channel shaped with I in. long legs, formed from No. 25 M56 gals steel, secured with Suitable A%EMBLIE5 5EPARATIN6 DWELLING G U K FOR SMOKE TI H OPTICN #2 WADES OF 2 HOUR FIRE RATED RESISTANCE fasteners Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNIT5 FROM EACH OTHER OR FROM J I T OVER ROOF WITHIN '- OF 2 NO OPENINGS IN ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal Studs -- Steel members, formed from No. 25 M56 olv steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE 2 TUD5 CONTINUED TO 1DE ROOF 5SE5® 24"O.G. RESISTANCE WALL ASSEMBLY EACH SIDE. g g p g p p FW2 A 5TG OF 50 OR MORE. MINIMUM CLA55 B ROOF SHINGLE TO BE - - - flange width I-3/8 in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS F SHEATHING 111 r r r � � r N Cp 3. 6 Sum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED 5TG=60 I" Al 5PAGE EA. 51D INSTALLED• o � N N M into "H" -shaped studs. TEST #RAL-TL-88-3 50; STC = 60 GOG ING -- Type 5LX. TYPICAL FRAME wALL5 (2) PIEGE5 6P.TOU6HROGK I UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD YPE "x"5HAFTLINER, CYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROF BOARDS W/ WOOL FIRE BLOGKI z co WINDOW FIBEr6LA55FIN15H ON 80TH 51DE5 r Nonbearing Wali AND E06E5 z PROTEGTED WALL: (Bearing o ) ASW CLIPS OR .OG3 U a g ( g g ALLN ANGLE CLIPS 0 0 0 o o ZW Z Z Z O Z Z � C1.4 a 2 HOUR FIRERATED RE515TANGE " V5 V5 - ¢ co W a. J �- 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 1n. WALLA55EHLY SHOWN HATCHED I AIR SPADE DOUBLE H-STUD TRACK � � 5 w � � a N 3 separation between wood framing and fire separation wall. SCREWED BACK TO BACK w o 4A. Steel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel Studs, min No. 20 M56 2020VY5BG105HMZONfALGMIAIIiY, DOUBLE H-5TUD TRAGK 5GREHE0 FILL I" GAVITY AT FLOORS AND o (0.032q in., min bare metal thickness) Steell or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) galv steel or No. 20 M56 (0.033 in. thick) FIRE ORWI1HLBXTRIONKJUSFROM BACK TO BACK FIRE W S%I& E CONTIN WALT GEILIN6 W/6YP. BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I' AIR 5PAGE WOOL FIRE BLOCKING N American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including /- UNRATED 2" H-STUD TRAGK 5TG RATING, r Structural Members by the g g 9 y y� g / WINDOW II FLdn the axial design load of the Studs, Shall be as specified by the steel stud designer and/or producer, and shall meet the requirements, of all 2020 NY5BC 5EGTION 106.5 (2) PIECES G.P. TOUGHROGK I FIREGUARD TYPE "X" 5HAFTLINER, U56 BROCHURE SAI00(FIRE RESISTANT EXGEPTION #2 2x4 P.T. SILL PLATE local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling WATER PROOF BOARD5 W/ ASSEMBLIES) z UNSPRINKLERED BUILDINGS: 6ARA6E PAGE 22 (AREA SEPARATION WALL W tracks with I/2 in. long Type 5-12 steel screws on both sides, of studs or by welded or bolted connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLASS FINISH ON BOTH SIDES :: 2020 NY5BG 5ECTION 106.5 AND ED6E5 2 AI51 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min 5HEATHIN6 TO EXTEND 4-0 ON UNEXGAVATED TYPICAL TESTT#UL DE5 U341 n_ } EXGEPTION #3 O 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 51DE5 OF 2 HOUR FIRE BUILDINGS EQUIPPED W/NFPA 13 OR GARAGE SLAB J w o steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling a5semblie5 with steel RATED RE515TANCE WALL 4 P.G.SLAB(MIN.3500 P51 GONG) W w A55EMBLY AND OFF5ET WALL NFPA 13R 5PRINKLER: ° I REINFORGED WITH 6xb,10/10 W.W.M. ACOUSTICAL PERFORMANCE = 5TG 60 > Q Y fasteners, spaced not greater than 24 in. O.G. 5tud5 cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN FIRE RETARDANT TREATED 5HEATHIN6 I I d I a 'TAMP E FILL TO 95%DENSITY" TE5T#RAL-TL-88-350 0 = Q 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. AT 2 HOUR FIRE RATED RE515TANCE (I) #4 HORIZ.REBAR ° SLOPE eARAR SLAB DOWN 2 BASED ON 2x4 BATFRAT T E MIN. 3 v o 45 Steel 5tud5 -- As on alternate to Items 4 and 4A, for use In Gonfi uration B only, not shown) -- For Nonbearing Wall Rating - Ghannel WALL A55EMBLY END 8" WIDE x FULL n TOWARD56ARA6E DOOR MINERAL WOOL BATT AT EACH 510E 0 g 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED ° SECTION 1206.3 OF 2020 NY56C- WALL5, 5 4 shaped, 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 RE515TANCE WALL A55EMBLY d� . r�. PARTITIONS AND FLOOWGEILING W in. OG. 5tud5 to be cut 3/S to 3/4 in. less than assembly height. Top and bottom tracks shall be, channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 ° A55EMBLIE5 5EPARATIN5 DWELLING UNIT5 =' corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC,OR ❑ r FH2 ° 5ERVIGE AREA5 5HALL HAVE A 5TG OF 50 w max. Studs, cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS 4' OR MORE. area separation wall. Finish rating has not been evaluated for Steel Studs. (1)#4 HORIZ.REBAR 0 MID PROVIDED 5TC,-60 5. 6yp5um Board -- Classified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME WALL 2HOUR FIRE RATED HEIGHT OF WALL STORY ° a i"(P ANGHOR BOLTS(14" o RE515TANGE WALL A55EMBLY studs with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN joint compound. Nall heads covered with jcint compound. SHDWN HATCHED EMBEDMENT) OR ADHESIVE z ° NOTE: UL #336 EXGEED5 G,URRENT FIRE GODE 6. Attachment Gli 5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. les Gli s, secured with Type, 5 screws 3/8 in. Ion to ANCHORS L 24" OI 5TANDARD5 AND REDUGES SOUND TRAN5FER v� p g g • p yp g UNIT UNIT 12 FOUNDATION WALL ON 24 x12 WASHER PL ® 24 0/G. ......... ............ "H" 5tud5 and with Type W. 5crew5 1-1/4 in. long to wood framing through ho1e5 provided In clip. UNRATED WINDOWS P.G. FOOTIN6 BETWEEN UNIT5 QW E .. 0 ,••••... 6A. Glip placement (Item 6) for separation Walls, up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS °B Rr �Ac,\ studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips a5 described in Item 6A for upper 24 ft. Remaining wall area ¢ � m below requires clips spae;ed a max 5 ft OG vertically be wood framing and "H" studs. _ u' �r z L� - - _ ~ 6G. Glip placement (Item 6) for separation walls up t0 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips a5 - HORIZONTAL#4 �4- 4 described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically v ❑ ✓ o between wood framing and "H" studs. UNRATED SIDING (TVP) FWYO -1. 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 4'-0" MIN. 4'-0' MIN. 2020 NYSBG SECTION lOb.S EXCEPTION #3 ...•• ••••. • ... .••• • •• IOd nails, spaced a max. II6 In. OG. verticaly and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nai15 spaced a max 16 BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13 SPRINKLER: UNITS 2 7 J NUMBER in. OG. vertical) . Intersection between partition wood studs, to be flush with the 2 b 4 in. studs. The wall partition wood studs, are to be 2020 NKLEREDGTILD 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE y p y P FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKLERED BUILDIN65: 016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END W WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHING TO EXTEND 4'-0" 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- 2 ALT- 2 ) uC. Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL A55EMBLY Bearing the UL Glassiflc�ation Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI'YD � Z RATED WALL ASSEMBLY DETAIL 3 8 (MODEL B- 2) � _ Last Updated on 2010-I��-2l USG AREA SEPARATION WALL SYSTEM UL# U336; N.T.S. AT FLUSH CONDITION FW2 TEST#RAL-TL-88-350; STC = 60 w O COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED