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HomeMy WebLinkAbout45391-Z �SUFFoc�t Town of Southold 7/18/2021 P.O.Box 1179 53095 Main Rd y �a , ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42159 Date: 7/15/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 24 Harvest Pointe Ln Unit 90, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 45391 dated 10/28/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 90) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0144 6-28-2021 ELECTRICAL CERTIFICATE NO. 45391 7/6/2021 PLUMBERS CERTIFICATION DATED 6/30/2021 AASk�folkCYQumbing ntractors Inc Aut iz d Signature o�soFFot,��o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT o 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#: 45391 Date: 10/28/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per Planning & SCHD approvals. (Unit# 90, A-1 model) At premises located at: 24 Harvest Pointe Ln Unit 90, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-34 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/29/2022, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,133.20 CO -NEW DWELLING $50.00 Total: $2,183.20 Buil ctor Town Hall Anne: P ( 1)765-I30.. 54375 „i ti": � :rM � i Tele hone 63 ^ 12ain Road �`' I. ��"9 1�- .:, ._. � �"`•°.`cai`a,,,»r^ �.... l Fax 631) 765-9502 P.O.Box 1179 Southold,l`n' 11971-0959 BUILDIINIG DEPARTMEN T Ta7;xINT GF SG0'UT110-,ism CERTIF1CA-T 1Gri Date: Hfiag "ermit NTo. (Please print) ( lease print) c-d'✓ that the solder used in tale water supply sysleil7 contains less than 2/10 of 1% f�^r. lumbers Signature) S nvorn to before me this 3b `gay of- - - — 20 ANNA FIORFA (Votary Public,State of New York Reg.No.01 17I636836' Qualified in Suffolk County Commission Expires/,&j1•X011 Notary public; 41h— County oF soUr�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • o sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 24 Harvest Pointe Ln Unit 90 city Cutchogue st: NY zip: 11935 Building Permit#: 45391 Section. 102.1 Block: 2 Lot: 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No- 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 65 Ceiling Fixtures 22 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 1 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 47 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 12' Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect 1 Switches 42 4'LED Exit Fixtures Pump Other Equipment. Micro/Hood, Mini Fridge, Fridge, Gas Oven , W/D, DW, 30 Circuit Panel - 23 Used Notes: New Two Story House Inspector Signature: Date: July 6, 2021 S.Devlin-Cert Electrical Compliance Form As i oy,� lyo �i # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [4/FOUNDATION 1ST 000 [ ] ROUGH PL13G. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMPAK: A-b D&40,VAL -L DATE 1210 INSPECTOR f1 V # # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O `y�nuxn ' 765-1802 ANSPECTION rIFOUNDATION UNDATION 1ST [ROUGH PLBG. 2ND [ ] INSULATION/CAULKING [ F MING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: f /ax" o I 1 IDCA 01-1u0MAJ . DATE 3 '�0 INSPECTOR �,OF SOUTyp # O OF SOUTHOLD B DG DEPT. °!11,11, 765.1802 '2 '� (�,'�� 4f( v`�4 U*, fo -�t INSPECTION [ I FOUNDATION 1 ST [ ] ROUGH PLBG. " [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: f DATE INSPECTOR �_ \ go�aOE SOU,yO # # TOWN OF SOUTHOLD BUILDING DEPT. �o cvurm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAUL'KING [ ] FRAMING /STRAPPING [ ] FINAL [FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 PA rev `T� C�vve� -_ -6) V/ DATE,3 I INSPECTOR l� � b I o�aOF SOUIyO! * # TOWN OF..SOUTHOLD BUILDING DEPT. cou765.1802 1,NSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL W:o [ ]` FIREPLACE & CHIMNEY [ ] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] PRE C/O REMARKS: by7 DATE 2f) INSPECTOR �O��pF SOUly�6 `� 1►' J ' Gds� +� -At:c/D # # TOWN OF SOUTHOLD BUILDING DEPT. `y�ou►m��' 765-1802 INSPECTION [ ] FOUNDATION 1ST " [ ] ROUGH PLBG. [ ] _FOUNDATION 2ND, [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE "7 / INSPECTOR G)RCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANMA, NY 11749 WWW.GRCHARCHITECTURE.COM (631864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#90— Permit#45391 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in`' as per the Planning Board's approval dated January 18, 2019. BRED ARC, 4Geny, submitted, � &SRzoy�hj�t�` �� 4_� AGF CA 2� AIA, LEED AP (P Y;)•, 02381 yQ� OF NE`N 1 W 4 2 0 v� - 1A - f- - v�. Air { ^ 4�G'^J ..ter MF ` F 1 � '�1�..,a.�-+1 a• / •' j _ .. f _ f t t i `f ,y •.�, .. � l��7 -•l� 4� � £��`"c� ��. Y Vi���.:v�°'C� a, �,� " "Err,_ ; � �,A-y1� r � a 1 •P a x. Y ��� 'j A • Ilk 06, r s. iE Y. Y�. • 1 - _ -1111 �_ "1► / �/ rr u1°u u ��. aaa ' ■■ a Q tea: t _ _ tNt� a��rr If now �.. etrn n •-•.., x !aa': �q dye'....a_ , r is r 5 ' '�� _� r�'�. :"'� '� t � � - - - ,4{ n;i- �, '..� '� it,. •& •a a g I - ..n.�yr• r. a '.�* .. ... u��,,.�" `,�°Vr;a,0. � K •,. .. '• .�, tir-.,, .,. z' �- a }ate ":1 �'r'fi 'Y,p yA�' v. „. ?g'1'.+ �5 f.^... c "4 ♦�• � ". �-w`�r�� r����i.,�; `'it...f s�'�'F`�� � �'�{�a"1'`� 3 � "�''i'�r� '"•• a v x .� 40, • aOP.'" A`'J'�.�'�hr, + �� �4 Jn.t. +.h.�{ .., 3 �3 rjx��` E^ Y. �,T� yv. - H a � v Ilk 4 _ a I.f by' tL Or � w - H MECHANICAL C®W�®WABI®q HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 ^ (631) 563-1298 Fax: (631) 563-2954 r (i,;z= "y.Fr_w`;ice js['sv~`Yi'-FSS SLh;".: y`, e�)� r.:... _ p;'z,s .,'s,� �N.•:3`� W, r' ,>, ^""ref to :+�:%ti...�`L= ;�rY<,�;��;'%• t;�'rr,+,- s-,� GRCH ARCHITECTURE PC t ',Ys'-` '�'.�'+`'�`iy :�'�� ..,e k"Y+x:'r,'--••yeti_�>+ 3750 EXPREss DRryl; SCUT SUITE 202 sS•f�"M {� V /��}v��} N d 11749 WWW.GRCHARCHITECTURE.COM :�€,:.�vy.`.�""-".�:s+`t����-,.',�:�:�s.-.�'�,.3ti.. .r�=���s�,,:.._• ,nr-w��.sft;��..y.=.,..�-,. „�-✓..'u....>_ =',="F�x'a3�t;R...;;,""' 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 8 . espectfu)ly submi ed, I � D ARC CA Glen Cherve y i IA, LEED AP �., ;2` Principal �'� 02381' 0 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GiRCHARCHITECTURE.COM (631)864-3395 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. 901 Permit No. 45391 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 Supplement. Re, �ectly submitted, D ARC \5 DEERT erveny, AIA, LEED AP A- Prin al N� 4 '9023813 0 T��F NE�y •�Y r1 7 r: a'',5 4tr t ext IA F 1 I ; R 4 IS IY i.S h .''• 1k 2�f.✓� Y IkSyl� �.� r74 4 \ Y r J �*P .{' UAL 4453cj j l t si fes' 4.: i4Y � i _v Q T P � t t � �f 3J ! : III i 3 � b e k M s y r 2 •� .� fa�yw t si i r^ 4 tV r 5'r � 1 � � t ; 7. �e y CA 90 53gsa { i t C a+L 0 90 ."sr `ft NJrAOjfP ,: hF Ny'tPrn 16 C ecol L yre 4 'Oblj 'J10*1118�02 d_ d � 920,6 hFa �s f� riN C f X08. yP '�ft� C `hg C a np ra °brr o NS P ng f Co'l \ � Syrr t � "3PS�� nk,J�(n, a9�aott`1i'a,,�t4ta/ (wy,,�f '• �� ,�r'ri�PdE�fi• '�fPa��'tOn S �ft7 '�'• �6s 'ibHYa{�, "N X93 Cir. �a0 ar�n�Fja� Yom. /i. E Var PF Vrahr M *o ��e r°a 4tr C� Jtf� 60 Wa/� "0 �P 'nf�CF tyn Wat/t N4 riot O Cati' G j� IVatr `r h'° bny t, a ghry'�f� q to F+tom ,LTofa' .PC fa,G "cam 6q e nfrrGaft 11 0 \ q3 P'R k4 OCC \ , U BP �. \ 2016 b ff4p�, t��a/e,P R.00� A 220tSr SCC ..�.,, f O S1 o Cts'fie\ �p Bra Go Q2 .� 2 Ory,/FCC U•4 r. X25. 960 '$ 'nor c p a wP *so $?S ..�� Ol Fc yF t C s P ca. R rogFa r A FF Y \ `fit `?v�q'�c 0 FCCCBrFCCCFR�RsER1 '{fly c��f4ot® n rt'� C ya\ \ ChyO/200HPw aG4 c 'Dy t BY�rr4rP kP. atfi J,m44:�e$ 4srarPrrakr t \ s !8 '$SAY t+aPnr. 04 7 �'Gt0`i. BY ar ins •os�er�rPSt/ f¢t t�ytf�,�y,aRaG 1p6Jr2,P�'a N`Srq��U^'tri " �ngsra C 99.9JJJY'r1,6 9aa�syS2o2`a° f-k, a'n r 6 BY,� n ar/rAo�i r+ e e r �f i N 11 mome Energy tiCerdlicate Property HERS Holly Al - Unit 90 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2021-07-02 Rating Number: MC193 24 Harvest Pointe Ln Registry ID: 131081028 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Use MMBtu Heating 64.1 $Cost Cost 43% General Information Cooling 1.7 $107 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $229 7% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.6 $1460 46% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 102.5 $3195 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 84.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 73 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 Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1704 CFM50(2.43 ACH50) Foundation Walls R-13.0 Method Blower door 1704 CFM x 60 Min/Hr/42016 Ft13 = 2.43 ACH @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 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: 24 Harvest Pointe Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of 1 Location of this CAZ: Basement (Use additional forms rf more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2021-07-02 Outdoors Temp During Test: 85 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System, Primary: Yes 0 No Q Type: Furnace Q Boiler❑Heat Pump Q Other F1 I z Venting Types Drat Sin Ilage S ill[ e" CO CO E tciei:c Fuel Tvpe (Circle-Type) (ascal (Worst Case atural orst Case atuml lRatin :95.0 NZPDODEO NFz1N0 l(]Sf] N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ N/APPM NIA PPM Yes ❑✓ Tvae: Standard Tank ✓[Indirect Tankless ❑ Size: 0.75 Style Common Vent IWa[er Heater V_ PrLmar ' No Instantaneous Commercial See Note 5 below Gallons ' ( ) (Gallons) Stand Alone �✓ s z Venting Type a E rcienc Fuel Type t DraS ilia a Spillage(Natural) • CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 1 NOPQ O❑E.❑ N❑MZ✓ S[:] N/A Pa. Pass❑✓ Fail❑ PassQFailF1 N/A PPM N/A PPM Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 4 PPM Ambient CO(During Oven CO Testing) o PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft 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. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: . �� Date: 2021-07-02 Manual S Compliance Report Job: - - wrightsoft� p Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For 24 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB- 83.0°F Sensible gain: 17582 Btuh Entering coil DB 76.0°F Outdoor design WB 71 0°F Latent gain 3500 Btuh Entering coil WB, 63.5°F Indoor design DB: 75.0°F Total gain 21082 Btuh Indoor RH 50% Estimated airflow 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type. Split AC Manufacturer. Generic Model SEER 16.0 Actual airflow 800 cfm Sensible capacity 16800 Btuh 96%of load Latent capacity 7200 Btuh 206% of load Total capacity: 24000 Btuh 114%of load SHR 70% eating • • Design Conditions Outdoor design DB. 10.0'F Heat loss 46217 Btuh Entering coil DB: 63.1°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: 875 cfm Output capacity* 48000 Btuh 104% of load Temp. rise- 50 'F Meets all requirements of ACCA Manual S. " wright:soft- 2021-Jul-02164343 �. Ri ht-Suite®Universal 2018 18 0 32 RSU20066 � .,,.�,•, ,,.�,....,..m,m, 9 Page 1 ACCA..Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Reside ■ ansExaminer Review • Form RPER 1 ACC • • - - • (Loads, 15 Mar 09 NrotW*q& aandhZ:1 Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes No ❑ Mechanical license or MJ1AE Form`(and supporting worksheets) Yes No F� 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)24 Harvest Pointe Lane,Cutchogue, NY 11935 HVAC LOAD 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 46217 Btuh Number of bedrooms 3 Conditioned floor area 3788 ft' Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Root Grains difference 30 gr/Ib @50% RH Eave overhang depth 1.0 ft Sensible heat gain 19979 Btuh Internal shade blinds { Blindsdra pesetc Eave , , Latent heat gain 3977 Btuh Depm window Total heat gain 23957 Btuh Number of skylights 0 HVAC EQUIPMENT • 41 Heatinq Equipment Data Coolinq Equipment Data Blower Data E�wpment type Gas furnace ETuipment type SplitAC Heating cfm 875 uma ce,He at pump,Bade r,etc. it Condition r,Heat pump,etc. Cools ng cfm 800 Model Generic Model Generic Static pressure 0.60 In H2O AFUE92 SEER 16.0+ Fan's rated external static pressure for design airflow Heating output capacity 48000 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 •i Design airflow 875 cfm Longest supply duct 478 ft Duct Materials Used Equipment design ESP 0 60 In H2O Longest return duct 201 ft Trunk duct Sheet metal Total device pressure losses -0,6 In H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 1n/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP-(TELx 100) declare the loadion,equipment,,equipment s- - • a duct design were rigorously performed •. -• on - building plan listed above. I understand the claims made on these forms,will be subject to review and verification. Contractor's printed name: Contractor's signature Date Reserved for Craunty,Town Municipality orAuthority hr aving jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrightsoft" Ri hl-Suite®Universal 2018 18 0 32 RSU20066 •ie...d,,.wn...,,rM.r«v 9 Load Short Form Job: - - wrigh�soft` Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 PrOjoCt Infor • For 24 Harvest Pointe Lane, Cutchogue, NY 11935 Design. Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1422 cfm Dally range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Cod AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ,� wrightsoft' 2021-Jul-02164343 ^' ;. Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 'Ca Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Doorfaces W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r w,ightsoft^ 2021-Jul-02 16 43 43 fil--..•,�«.,..."'.....,"", Right-suite®Universal 2018 18 0 32 RSU20066 Page 2 AICA Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W . }. Job: W1°iht$Qft°' Project Summary y Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 For. 24 Harvest Pointe Lane, Cutchogue, NY 11935 Notes. ® ' gn. 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 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 088 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req total capacity at 0.70 SHR 1 8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 083 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. lam- + wrightsoft„ 2021-Jul-02 16 43 43 Tl' •.�-. .-.�.... Right-Suite®Universal 2018 18 0 32 RSU20066 page 1 ACCA Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor A381'cfm 129 dm 30 cfm p Riser et Riser 16R28 �462 R x Stair Up Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite(E)Universal 2018 24 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0.32 RSU20066 2021-Jul-02 16.43 59 SD\Rimor Model Al MAN JSD JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star ✓ c m Continuous Use Timer Breakfast Area 01 dm K51 cfm �82 cfm a'82 fm Master Bath Master Bed �99 cfm r cfm Mohan Living Room Hall sd2f3aer WIC 1 n16cf 12 a undr 34 m WIC 2 tTf�th 1 7 cfm Stair Foyer Bed 2 Garage ILL cfm 8' .lob#: Energy Testing Services LLC Scale: 1 • 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 24 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-Jul-02 16 43 59 SD\Rimor Model Al MAN JSD JA rup N Basement Make up air 68 rFnn Skuttle Model 2161 262 cfm 6" 14" 6" 8" W. x 16 10' 9..36x1 6 5" q0„ 4,. 4" Basen ant 26" 8., up Riser Ret Riser 10.. 4x16 10" 9.. 87 cfm 87 dm 87 ctm Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 24 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-Jul-02 16 43 59 SD\Rimor Model Al MAN JSD Xrup S t Duct System Summary Job: -�- wrightsoft4 DDate: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 24 Harvest Pointe Lane, 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 001 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 0.001 in/100ft 0 001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft • •ly Branch-Deta il Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-B h 3482 87 8 0 003 11.6 16x 4 ShMt 485 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 Ox 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0 002 5.0 Ox 0 MtFx 665 400.0 st8 Bed 2 c 1618 86 91 0 006 9.0 Ox 0 MtFx 31.5 950 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 3250 st2A Living Roam-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 2150 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 WIG 1 h 625 16 4 0 002 4.0 Ox 0 MtFx 588 3250 st5 WIG 2 h 485 12 2 0 002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden 1 wrightsoft4 2021-Jul-02 16 43 43 ,,.,�„„,.,,..,,,.,.,,,..,, Right-Suite®Universal 2018 18 0 32 RSU20065 Page 1 ACCA , Model Ai MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJB Front Door faces W Supply ® - 'Table Trunk Htg Cig Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 100 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0 002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0 001 206 299 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0 002 41 8.4 16 x 6 ShtMetl st6 Table Grille Htg Clg TEL Design Veloc Dlam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) A FR (fpm) (In) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 100 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx TableReturn Trunk Detail Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 100 0 x 0 ShtMetl rt2 wrightsoft- 2021-Jul-02 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 JM1iCp1 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex SoU P.O.Box 1179 54375 State Route 25 ® ��1 Southold, NY 11971 (cor.Main Rd.&Youngs Ave.) { Southold NY r Telephone:631765-1938 www.southoldtownny.gov com PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 25, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 41, 42, 89, 90, 115 and 116 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#41, 42, 89, 90, 115 and 116 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 17, 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 six (6) 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. Res ectfully, Do' Id'J. Wilcens�ci Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELL «'h� d 'i MICHAEL M. COLLINS P.E. ;� �. � •r. TOWN ENGINEER SUPERVISOR TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 } Tel. (631)-765—1560r'hr ,. Fax (631)-765—9015 `X. r .r FAICHAEL COLLINSLiPTOIVPI.SO11Tl IOLD.NYMS rl- OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 18, 2021 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 41, 42, 89, 90, 115 & 116 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 these units. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these six (6) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sinderely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector r r r • • • • � • r r \ � .� _ MML mil, FOUNDATION FOUNDATION(2 ° ROUGH FRAMING& PLUMBING WE AM �� ► 1 INSVLATION PER N.Y. STATi ENERGY CODE e� , w BUILDING DEPARTMENT-Eleav^trical Inspect®r (3j TOWN OF SOUTHOLD ' 2.2 2021 Town Hall Annex - 54375 Main Road - PO Box 1179 E �3 - Southold New York 11971-0959 q { Telephone (631) 765-1802 - FAX (631) 765-9502 >°ogerr(&southofdtownny aov - seandCcDsoutholdtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: t. License No.: *Z'1 0c, `� em il: (yyl [ i c c- a L1conca � Address: P, , K p _ t0 1 Phone No.: JOB SITE INFORMATION (All Information Required Name: -1 'l•(1 ��' ' a C t Address: O Cross Street: �l Sof LC Phone No.: a - r Bldg.Permit#: �}cj � , email:- -1 n(0&2 r1ro 1,6• '' Tax Map District: 1000 Section: JCQ, LSI Block: o O b Lo : ` BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: NZ Rough In Final Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Size& 3 Ph Size: 1.' D A #Meters Old Meter# Cew Servi ' - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead # Underground Laterals 1 _ 2 H Frame Pole Work done on Service? Y N � dditionallnformation: PAYMENT DUE WITH APPLICATION ' quest for Inspection Formals �� # BUILDING DEPARTMENT-Electrical Inspector Y;, TOWN OF SOUTHOLD 2 2 202 Town Hall Annex- 54375 Mair) Road - PO Box 1179 � P{ Southold, New York 11971-0959- ®� ryy _ YTelephone (631) 765-1802 FAX (631) 765-9502 �` r-r6cerr(W-southoldtownny.gov a seand0southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN-INFORMATION (All information Required) Date: �- Company Name: Jmlm t 17emit4 Name: I' License No-: ekC Address: p n .Phone No.:, &(-at JOB,SITEINFORMATION (All Information Required Name: o'C' c'_t _ Address: kl; p, Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: JCQ, 61 Block: ° . O Lo 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 O -Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: � A #Meter`s L� Old Meter# ew Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected-Underground - Overhead #Underground Laterals -1 2 H Frame Pyle Work long,on,Service? Y N Additional Information: PAYMENT DUE WITH-APPL-ICATION X10 Request fob Inspection FormAs Jri PERMIT# r dres :� �AV Switches p ee GFI's rl ' 1 Surface I I f`V Sconces HH'sWt UC Lts I �j el A )e 19 Fans Fridge 1 HW (� Exbaust : ` 1 Oven Dryer �^ b&,-� Smokes ' DW l Service l ol.; Combo I - •Cooktop Transfer AC AH Mini VJ`/c' Special: Comments: - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,FOR OFFICE USE ONLY ' OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health'Department Ref:No.: (631)852-5700 OR HealthVIWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. ,SEC7rIUN,f, FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- ® Jq 1 { Tax Map No.: 1000 District Section Block Lot ,Name of Current Applicant: Rlmor`Development L'``LC: Tel#: 631 735;9200._ �`' ' ' Mailing Address:POs BOX 908,'Cutchogue; NY 11935 Email Address:�tearralia65@g`mail:com,. . Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO Box 908, Cutchogue, NY 11935 Email Address:teamalia65@gmail.com `4 S-Ater *If more than 6 years olded SCDH9 i s ectioris have not been DATE OF ORIGINAL APPROVAL: 09/08/2017 performed,a new a lipatoriill be re u�r P f, ;'SECTION 2';, FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT FItMISSIQN "' Name of Previous Applicant/Agent: - I hereby transfer all rights and interest in the above referenced permit to the new applicanfihmed above; Signature of Previous Applicant/Agent: Date: SECTION 3'.. FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: ( ) - I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: .SECTION 4; FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER,[ W(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereb ce th I have examined this complete application and the statements therein are true and correct,and that all work shall be done' cor nce with all applicable Town,County,State and Federal Laws. "Any false statement made herein Is punishable as a mis ean ursu o S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date � AgIzo Print Name of Current Applicant/Agent Title Henry Al�( Agent/Project.Manager DEPART E ONLY .Permibis Transferr ne Until �=� $�°�3 . Number.of Bedrooms Approved • Signature of Department Representative ✓`'� Date; /®—/.! 20 WWM-104(Rev.02/12) U+ 0 s L T Be Inspeded By Then Du�5#. O$`H 1lj 754, H®1�, In Advance he inqM on(a.)o APPROVED IN ACCORDANCE WITH BOARD OF o c� REVIEW DETERMINATION DATED S'-6- 12 „® � c` �• z o Sui9ECI 70 COVENAN a& RES'IRICTIOUS L1SER_ zy Z IMAGE � � --�- �. UJ Q Y m LIJo ® o 0 t L o L- � t- �9 W FFOR �EERsv (:oERTIFICATIC RE'orlmanE . Uj [] U 0 Cn 6-,�LLttTiC,PI A?qD �"ra*.NS e YiUCrioR6 < C) o OF o g FOR MPIALAPPRS��+�,f(,. 0 Z _ :. 0 Suffolk Count Department of a Sep.,j s ! � t- Y D nith oe � �,_, . Appy oval for Construction-Other Than Single Pamily e Reference No. C-10®'® =�! Design Flow /� PROJECT NO.: 00026 Use(s) DRAMBY: KCK These plans have been reviewed for general conformance with Sutfoll; County Department of Health Services standards, relating to Iv3ter CHECKED BY: TFL supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in � accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval data, unless extended or renewed. CADD: 00026_SP Approval Date Reviewer SHEET NO.: 1 OF5 S.C.D.H.S. APPROVAL PIPE SHALL BE 15- CPP WITH A SLOPL Ur Ur ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS _ 3 FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED dECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES, ; ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT BE 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 INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. " WER/DRAINAGE LINES. a BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. 41NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES, PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ,ERVICES TO BE INSTALLED BY PSE&G AND PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HYDRO—ACTION.UNITS SHALL MAINTAIN 5 FEET WITH THE LATEST EDITION OF AWWA STANDARD 0600. TION FROM ALL SANITARY APPURTENANCES. ® DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651--86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING, (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING 0 BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER T DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF S TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES, GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area Total SF a to at Unit Numbers Area (SF) (SF) ) 77-124 1,999 486 2,485 C u c ® e 1,3,8,10,12,14, p�� 21,23,26,27,29, Cutch®gue, New York1,33,36,39,41,45 1,599 363 1,962 Town ®f Southold 5,47,49,50,52,541 , S8, 59,68,72,76 No. Revision Date Appvd. ^ 13 TOWN/SCDHS REVISIONS 7/28/17 AVL s 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1599 363 1,962 11 SCDH REVISIONS 4/22117 AVL 3,42,44,48,51,531 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 7,60;62,64;66,70,—_�_ - -73,74,75= - - 9 -TOWN REVISIOIt 5 — 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1599 I ifII fi r: 380 1979ssi ; ;{�_ , ' •y' ,.°s:r o� 'y. y;;r. i1 63 65 67 69 71 ; .z. tsa ! ! ! ! ! ay,'`F; 15 15,16,17,18 o;t ��:'n: •f; rfruv`f�w*.:t.> �.3:;�.,,3a. �_ 'ccs.;a.vs.:: - 9.c_:. ;t.,._.�i.'a'.f�' _ .:t'• - , 15,16,17,18 1,999' 408 2,407 Issued for }_Date July 10, 2015 N/A 6,188 N/A 6,188 SCS ® 1^ 0-12� �� 3©3 a SC®H5 ®�v�� 8U; Lid,%,0UMY DE€ARTIVIENT OF HEhLT&ismvicas P it o FOIF APPROVAL 0$F- SYnO ii 10 OR A N tg FW,.LV RESIDENCE GIN&V xg Drawing Number FOR pyy gg ...A.4.[�p@.gq�gg..�.•.e»e. #�.,�e...oR(. C s C)f N PiRES THREE YEARS 4_FROM DATE OF APPRWA0 r, * rc Sheet of L c 60* �- pes S10 Project Number 29305.00 1 SC ( S Reference # CIO-06-00`13 y S 39� NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, W PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION z N91 p 2 n IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, QLq PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY M PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 11 6.8 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF J 6 4 2.0' AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z 0 9' 9A` ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFU(TO THE fTEM HISSEALAND _0 0 - , THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Q0) LQ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 0 LIWZ = c- I 0 9' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED z 1 4' 2.0' SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY UL1 � 13 9' 1/ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OW LL •••/ 0) � OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED W O 2 0' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE w a 0? CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O 60 SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES DO 28 50' IJVpI` S 53°05'40"W 44.74' �C COPYRIGHTS NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED ir IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 7) PERMISSION OF THE SURVEYOR. �1 L) 20.8' ; 0] N 28 5' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL W MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER W 0] 11' cl PURPOSE - ��/ C) fV J LL CV i— Z ZO 3 3' Qk531-05'401" X12.7' 0— in LO 2 Co CoO p o0 13.T 2.0' COn Q 0 0.9' 00 _ - Z LL D LL 4.9'3 8' LLO O 0.9' 6' a Tvr- 6 16 3.9' 44 1' Lu 9.35' N � � c6 cM CV CO ���fllllllll/��, S 81034'23" E R _ 67.78' `9� �2 U d 10";s� . 50213 .•��1�.`�• s i I 01-08-20211 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTIJAL) N UNITS 89-90 UNIT DESIGNATION MAP OF R=275.00 S52°55'20"W HARVEST POINTE CONDOMINIUM 2 FILE NO.: 490 FILED September 28,2020 L=77.85 W SITUATED AT r C) I CUTCHOGUE $40,52,3$„ E N cY O TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK ^� (f1 LID 0 SOUTWOLD S C T M DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 33&34 27.03 552055'20"W N 0 L NELSON + POPE19.24' —V_ - _ 7 le engineers•architects•surveyors 070 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope com LL,z W IINDIVIDUALSURVEYS LL SCHOOL HOUSE DRAWN BY: JE CADD No.: 00026_1 SCALE: LANE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 2-26-21 PROJECT NO.: 00026 1"= n=30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE } TA' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 'v- NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION I ¢WO W ; ODI Z j IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, F- I PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FORANY / PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED O Z Q Z C? PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF / 3 — AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE / N M O �^ ALTERING ENGINEERORLAND SURVEYOR SHALLAFFIXTOTHE ITEM HISSEALAND CONTROL 4 0 U of THE NOTATION BY FOLLOWED BY HIS SIG NATURE AND THE DATE OF SUCH C9 3 MODULE N x . N ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION O W / 1" WATER co ¢ UO Z v O W CR COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z SERVICE to 44 2' w N SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 3 W\-W W ^ 1 6' p Z N n 15' Z cq OJ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS / in ^ —N j N OR RIGHT OF WAYS,IF ANY.NOT SHOWN ARE NOT CERTIFIED Z /w �`'� 4.9' W 8.4' - �'—N UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED 3 W n y j U00 AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE L7 Z N rq Z Z q ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN U,I— Q p n PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATEAND LOCATED U ¢ LL Z O c))c) '- OU to @ V N W TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS W > I >; 0 F-.II II z n P THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP `--' W _ 0 Z-1 J 1.4' N >CO CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR ZZ Owl I~ I 12 8' W LL LL 15 2' Z^y FURTHER DESIGN _ U3Q ni W 107 W O (M N O -WE 0 I W I I N 2 0' I CONDPREPI IONSRED SIIF ANY,INCLUDING BUT NOT PING DOES NOT DEPICT GROUND IMITED TO WACE,OR SUB SURFACE ETLANDS,WATER COURSES, w I p I 1.0' I 0) m SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS < L I V OTHER THAN VISIBLE PERMANENT STRUCTURES I 28 5' I COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 20.7' N mw RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, LU SEG=-E, m RECORDING OR BY ANY OTHER MEANS,OR STORED.PROCESSED OR TRANSMITTED fn OI I V ODI I IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN � PERMISSION OF THE SURVEYOR 3 m I 2018' r w ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT W Ow I N2 5' I SHOWN CD LU y c) ALL SANITARY PIPING 4'AND 6-SDR-35,TYPICAL 11' i 4 0 1..1.., I N < 1w 33' iD c� 3 12.7' 2 PDOF Iw jr W co N _1 q, 14 7' I .`Q� DAVi O U O W 0—:: t2 O w 3 49 C0 Q' LL C7 _ O N 8.4' D 7 7' I m I W _w_-_w 16' N O �� 0 1" WATER m Cd 0 3 LU I SERVICE vi 44.1' S 17' ZN 5021 _ gAID sv�� 3 DI d>D? �co °' tY ❑ZN N CV I-LU('D. SUI nn I� ^�{COUNTY p pp �gp�y�p (��}� HEALTH SERVICES �a W UO� ZO cD c�JJI�J fl-®16119'L!®`1:36�T U ®EI!-9'6Y�4 U VHd�6Cl U fl UL�JTeLSU Il c��U"1170�0.� I I zQ> APPROVAL OF CONSTRUMB WORKS ICOR w PE ZU A SNGLE FA%MILS?RESMENCE Dole UN ZM H.S.Ref.R9®. The so rap ftpooW an�meta sutgy jac5W M In ftw&n OEM b= i e9 by thi& 01-OB-2021 FOUNDATION LOCATION V SANITARY SYSTEM AS-BUILT TABLE 03-23-2021 SANITARY AS-BUILT SANITARY AS-CONSTRUCTED FOR � ✓(�� �° P® Bf� o a o STRUCTURE NAME TIE A TIE B UNITS 89-90 UNIT DESF,GNATIOAP OF UNITS HARVEST POINTE CONDOM_T,'N�002,F/� dq�� e` ST-1 28.6' 34.1' FILE NO.: 490 FILED September 28, 2020 ), Craig KV°°Ieppeu', PE, Chief ST-2 29.1' 39.9' SITUATED AT Office Of f LP 22.5' 54.8' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 033 000&034.000 e7p3� HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S I# L NELSON + POPE UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 89 1110-17-0143 1,999 S.F. 486 S.F. 2,485 S.F. 01 Af engineers•architects•surveyors 90 R10-17-0144 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665•nelsonpope cam DRAWN BY: NP CADD No.:INDNIDUALSURV00 26_IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 'I DATE: 04-30-21 PROJECT NO.: 00026 V=30' NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, CONTROL OD. PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION MODULE O} OU IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• a02, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 07 O PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED n 1 6' PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF Y AN REM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE is 6 4' 7 0' ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND W < M4 9' w J THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH Z W p ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Q Z I a� O U O)•- uw) W a 0: COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED oo U LU I d n LL W C)M M 000 a `�"° SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS O W j LL LL 1.4 14 1' OR RIGHT OF WAYS.IF ANY,NOT SHOWN ARE NOT CERTIFIED U I 12.8 F it LL C9 Ci a STONE BASE N W I(1) Ci PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE O I DRIVE 0 N CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, I 2.0' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS BORDER 1'01 9 I °) EGRESS WIN OTHER THAN VISIBLE PERMANENT STRUCTURES z z S 53°05'40"W 44.74' N � I - WELL,TYP. _ 0 28 5' COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O Ew 0.-r cV RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, 0 BOX .W a❑ RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN LL Q C BOX DI LU LU (9 W I a I f PERMISSION OF THE SURVEYOR a _ m � a0 , I 20 8' IXI r N U7 � STONE BASE W ri 28 5' (6 p I W/B"PAVER 1 1 � WELLSTYPIN. U) W Q BORDER i., < W 3 3' W O I 12 T _ W I 2ND STY.OM LU LU 9 0)N o Y Q I D o LL W m�rNi14 J142' 0 J 0 O W r� }❑ 1—u n U Lj 2 I a> r w � Z J J ro W z nf in ch m 3 I a w ��� p�0 _ U) � U 49 a ` U O > M N U 8 4 N m 03 In 16' N 07 W S 36°54'20" E S 53°05'40"W 49.35' 288.03' ODI ~ ODAVID ��- A O� R=275.00' G9 C) L=214.39' S� S 81034'23" E R �2 tio, N3 67.78' i sF4 AND QILU ND � = R=415.00' � I M L=116.80' � 01-08-2021 FOUNDATION LOCATION FINAL SURVEY FOR S 65026'53" E 167.99' (ACTUAL) N a4-3o-2021 SANITARY AS-BUILT 240.02' UNITS 89 - 90 UNIT DESIGNATION MAP OF S52°55'20"W os-z2-2oz1 FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 R=275.00' "' L=77.85' _W FILE NO.:490 FILED September 28, 2020 O SITUATED AT S 40052'38" E N O:k o TOWN OF CUTCHOGUE $> W O LO TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03' 0 Ill °' SOUTHOLD S.0 T.M DISTRICT 1000,SECTION 102 07,BLOCK 02.00,LOTS 033 000&034 000 S52°55'20"W U) 19.24' WL NELSON + POPE �- - - P engineers•architects•surveyors Z W 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com Z LLJ LL � SCHOOL HOUSE DRAWN BY' NP CADD No.:INDIVIDUALS 00026 I � 000zs_t SCALE: LANE CHECKED BY: PE FILE NO.: SHEET NO.: I OF 1 / DATE: 06-28-21 PROJECT NO.: 00026 t"—30' zUn i � -� ELECTRICAL INSPECTION REQUIRED APP 0 ED A5 NOTED DATE: B.P.,# TRUSS PLACARDING REQUIREDFEE: g ' BY; NOTI` DF°ARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: PLUMBER CERTIFICATION 1. FOUNDATION - TWO REQUIRED ON.L,A0 CONTENT BEFORE FOR POURED CON`',=ETE 2. ROUGH - FRAMING & PLUMBING CERTIFICATE OF OCCUPA NC) 3. INSULATION SOLDER USED IN WATER 4. FINAL - CONSTRUCTION MUST SUPP%YSYSTEM CANNOT BE COMPLETE FOR CO. EXCEED 2110 OF 1% LEAD ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PL DESIGN OR CONSTRUCTION ERRORS. 4 PLl1MBINCG WASTE T�{WATER LINES NEED * FORE COVERING 008 ONINNVId NMOL 010H1fi0S DO;NOT PROCEED WITH FRANKING UNTIL-SURVEY, l IUB OF,.FOUNDATION,LOCATION d0 SN0Il1aN00 (INV a3 dino3H SV I�dA "6EEN`APPROVED ; S3(100 NMOi V 31ViS >idO)\ M3N 30 S3000 11V H11M kl IdIN0O Blower door OCCUPANCY OR and ductwork S USE I UNLAWFUL testing required. WITHOUT CERTIFICATE Must provide Manuals OF'OCCUPANCY Dt J and S as per NYS Energy Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before All exterior lighting Backfill,OR Provide Engineer's Certification installed,replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 `" R302.12 Draftsto In In combustible construction where there is usable s ace both above and below the concealed s ace of a Section R316 Foam Plastic H 2020 RESIDENTIAL CODE OF NEW YORK STATE PP 9 P P Properties of Soil Classified According to the Unified Soil Classification System Z floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W 2020 EX I STING BUILDING CODE 0 F NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME E SOIL CLASSIFICATION CHANGE 8 floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL cHARACTERIsnes POTENTIAL EXPANSION U 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 3 2020 MECHANICAL CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from LITTLE OR NO FlNES GooD Low Low 0 V PP 9 / 9YP / P P �./ � 20 20 PLUMBING CODE 0 F NEW YORK STATE P g y pP gyp GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, z anels. the interior of a buildin b an a roved thermal barrier of not less than inch sum wallboard. LfTTLE OR NO FlNES GOOD LOW LOW O ^ ► ` 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GRouP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, _ Vr/ L � LITTLE OR NO FlNES GOOD LOW LOW I-- ,�� (n v V R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. ,,_, � rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■1""4 U > - Q' 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- p / gyP / P q 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FlNES GOOD Low LOW � 00 underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES 0 MEDIUM LOw .2 CV ,.; RESIDENTIAL PROVISIONS Exceptions: against ignition using s/8 inch gypsum board. SM F' v Z _ SILK SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. 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 Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Z y- X 3 C M SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: O GENERAL SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q W ca M Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. o U) v ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, Lo t0 Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ rr- as v' ions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, f n t less an 8 ercent of the floor area of such 3. The foam lastic shall have a flame r R101.2 The pro is R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area o o th p p sp ead index of 25 or less and an accompanying smoke developed index of 450 or less GRouP 2 suFIN SANDS ITY U movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Exceptions: cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, M GRAVELLY CLAYS, SANDY CLAYS, SfLTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM P TO LOW and their accessory structures not more than thr a stories above grade plane in height. CIAYS 2 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhole-house Section R317 Protection of Wood and Wood-Based Products Against Decay a_ R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished rade. Concrete and mason foundation walls shall extend above the finished r d Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that ry g a e adjacent to the e buildin 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where mason veneer is used and a minimum of 6 inches elsewhere. fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of th g rY capable of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 wrapped with aluminum flashing. R404.1.7 Backfill lacement. Backfill shall not be laced a ainst the wall until the wall has sufficient strep th and has been envelope. inches above the floor level. P P 9 9 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, roduct, reservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairwa . Exterior stairwa s rovidin access to a basement from the outdoor rade level shall be rovided with an P P y Y P 9 9 P and end use. Section R405 Foundation Drainage Z the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or mason foundations that retain earth and 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 anti the limitations therein. Where engineered design is used in conjunction with these standards, the accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or O Section R305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and U design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. 0 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R305.1 Minimum hei ht. Minimum ceilin heights of 7'-O" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not re uired where the foundation is installed on well drained round or sand ravel R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 9 9 shall be in accordance with the material re uirements of ASTM F 1667. q g g W R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. rooms & laundry rooms. q mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. F- The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: Z r ante with the International 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 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dompproofin be compatible with the performance of the conventional framed system. Engineered design in acco d and laced in a osition that is visible from the street or rood frontin the roe Address identification characters shall 9 O of not less than 30 inches b 30 inches at the showerhead. P P 9 P P ttY• R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. Y contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R301.2.1 Wind desi n criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within earth and enclose interior spaces and floors below grade shall be dompproofed from the higher of (a) the top of the W g out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O , ^ R301.2.1.2 Protection of o enin s: Window lazin in windborne debris re ions shall be rotected to meet the re uirements of the lar a missile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is b means of a rivate road and the buildin address cannot be viewed from the y p U' u J p g g g g p q 9 y p• g public wa , a monument, ole � hazardous locations for the ur oses of lazin or other sign or means shall be used to identify the structure. Address identification shall be maintained. R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of test of ASTM E1996 & ASl•M E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or P P 9 9• 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 one-half of the backfill) heio ht and covered with stri s of 30 ound as halt a er or 6 MIL of eth lene to ermit water z L ' J ANSI/DASMA 115. 9 P P P P P P Y Y P hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for \� o enin rotection. Panels shall be recut and attached to the framin surroundin the o enin Panels shall be redrilled and 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. soil as was removed during excavation. ❑ p 9 p p g g p g. p R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall 2. Where the lazin is on a wall less than 180 de rees from the lane of the door in a closed osition and within 24 comply with ASME A17.1/CSA 844. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a w secured with the attachment hardware provided. 9 9 9 P P inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. � r i CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each comer of foundation. Section R322 Flood Resistant Construction GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. ti R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". FLOOD R 322.1 General. Buildin s and structures constructed in whole or in art in flood hazard areas, includin A or V Zones and Coastal A SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS Freezing Annual Exceptions: 9 P 9 CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazin ad acent to walkin surface and rail is installed 34"-38" above landin Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and LOAD (mph) Effects Wind bourne DEPTH 9 j 9 9• R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. f"""� structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. r`'-1 zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam its not located under wall to O MODERATE SLIGHT TO 10 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. ^ " 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 Pl-L 9 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less F- ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon W R301.2.1.4 Ex osure tate o R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and enclosure is not built so as to render the buildin or structure in violation of this section. stri and shall be nailed to adjacent stud. U) P 9 rY• 9 Y P P 9 q P 9 Y P 9 P J � 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to - size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above band or rim joist. C0 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural [� Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the ❑ ^ 3. Ex osure D. Flat, unobstructed areas ex osed to wind flowing over open water for a distance of not less tan 5000 feet. 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 plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. O P P not more than 44 inches above the floor; where the sill hei ht is below rade, it shall be rovided with a window well in R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the com onents and R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with ap roved en ineerin ractice & be re ared b a Exposure D extends downwind 600 feet from the unobstructed area. 9 9 P P Y 9 P 9 9 P p g g p P P y accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be his code shall a I to buildin s with sto hei hts not exceedin 11 feet 7 inches and the 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 the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. P4 R301.3 Story Height. The wind provisions oft pp Y 9 rY 9 g width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. U laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design minimize or eliminate infiltration of flood waters into the s stem in accordance with the lumbin rovisions of this code. Section R506 Concrete Floors (On Ground) Z shall be rovided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed y P g P R506.1 Concrete slab on rades to be in - F_ P g m 3 1/2 inches thick. Q I� a desi n of the buildin or the noncom )Tont ortions thereof to resist wind loads shall be in ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall of this section are exceed,d, o g 9. P P than 12 inches, shall ro ect not less than 3 inches from the wall and shall be s aced not more than 18 inches on center coverin s below the elevation re uired in Section R322.2 or R322.3 shall be flood damn a resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed I_ accordance with the Building Code. P J P g q 9 blast-furnace sla assin a 2-inch sieve shall be laced on the re ared sub rade where the slab is below rade. U vertically for the full height of the window well. provisions of FEMA TB-2. 9 P 9 P P P 9 9 R310.2.3.2 Drains e. Window wells shall be desi ned for ro er drains e b connectin to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils l- R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, 9 g P P g Y g classified as Group I according to the United Soil Classification System in accordance with Table R405.1. z U Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: - W or vents in the cavit of the common wall. The wall shall be rated for fire ex osure from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be used solely for parking of vehicles, building access or storage. R506.2.3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches 2 Y P shall be laced between the concrete floor slab and the base course or the re ared sub rade where no base course tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: p P P g � 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36" clear width. 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 exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. 0 R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. O 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and befo>y R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section R602 Wood Wall Framing 0 fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 2. Where a fire sprinkler system in accordance writh Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. R602.3(4). Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 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 R602.3(3). TABLE R302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS 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. 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 section. TABLE R602.3(1) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. E)'TERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION STE R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. NTNG (a,b,c,d) FIRE-RESISTANCE RATED 1 HOUR 0 feet 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS 25 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL I-- M o � M 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ N ry r; N � TABLE R302.1(2) R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL 0 - N M ao N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL E}TERIOR WALL ELEMENT FlRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS FlRE-RESISTANCE RATED 1 HOUR 0 feet 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 comply with section R325.6 THREE 10D EACH FACE NAIL WALLS inches and the walkline radius is not reater than 2 inches. Each tread shall have a de th of not less than inches at 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o Houlzs 3 feet 9 ` P 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 the walkfine. All treads shall be identical, and the rise shall not be more than 94 inches. Headroom shall not be less than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS TWO 16D COMMON. underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. END NAIL includin wall extensions throw h and se aratin attached enclosed assessor structures. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL 9 9 P 9 R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit 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 g, STUD TO STUD AT BRACED WALL PANEL � R302.2.4 Parapets for townhouses. vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts. ( ) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z 1. The ars et shall extend not less than 30 inches above the roof surfaces. horizontal 12.5 ercent Exce tion: Where it is technical) infeasible to com I because of site constraints, rams shall p 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Fn o O o o O p p ( p ). p y ' P Y p Exce tions: Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL > > > > > > as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved w w w w w w R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL of M of c: Of o: fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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 in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL co 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 walls and the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the ON EACH SIDE OF END JOINT (24'MN IAP SPICE N any openings or penetrations in the roof are not within 4 feet of the common walls. R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) � building, the operable window shall comply with one of the following: cls a sand, silt ravel or cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s YY Y 9 YY 9 P P 9 9 P 9 � 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is N more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 1. Operable windows With opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or sift or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL .- deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. opening bl in its largest opened position. TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls ex osed to weather: 3000 si lus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. P p • P 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 3. Porch slabs, ste s and ora a slabs: 4000 sI lus 5 to 7% air entrainment FOUR SD COMMON. TOE NAIL Exceptions: P . 9 9 P • P R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL W 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 o enin area of the window unit to less than the area re uired b Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 0 P 9 q Y 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL � R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.3 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed (1 0 not less than a 1-hour file-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 6"0/C TOE NAIL O j: Section R313 Automatic Fre Sprinkler Systems m Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R313.1 Townhouse automatic fire s rinkler s stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER --I o assemblies shall extend from the foundation to the underside of the roof sheathing. P y g g g P with Y2 inch diameter anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER equipment throughout with an automatic sprinkler system. P P THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL � Y Exce tions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. W P R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" a/c at edges and w ►w- 1.A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NEPA 13D. There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5" from the end of 0 F..� _ in accordance with NFPA 13. each plate section. Plates shall be protected against decay and termites. ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior z U o R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. 8D COMMON (SUBFLOOR) supports (see note f) (D 0 e ual or reater fire-resistance ratin . - w f uch ssernblies shall have an Pn construction o s a q g 9 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing r- 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 P2904 or NFPA 13D. Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 10.192" (20d common nail), 0 [�] z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diametelrs of 0.142" or less. MAXIMUM UNSUPPORTED device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ J R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas wALI ( �) f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end U constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be ermitted to be located such that their deflectors are within 1 inch to 6 inches below the structural �g walls and 4 inches on center to gable end wall framing. W = U) p ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY V R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 6i U with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. >8 R602.3 5 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a m aximum of one floor plus I- r shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY ( ) TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum z m Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with aa:cepted engineering practice or � J areas. Garage ceiling: 5/8 type X gypsum board R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade stucds supporting a roof load with Z R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet of tributa len th shall have a maximum wall hei ht of 18 feet when s aced at 16 inches o 0 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM g ry 9 9 p on (� be listed in accordance With UL 2034. MINIMUM VERTICAL REINFORCEMENT BAR center and 20 feet where spaced at 12 inches on center. ..... .. ........ E84 or UL 723. QST REQ} \ R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND sPACING (INCHES) R602.3.2 Top plate. Wood stud walls shall be capped with o double top plate installed to provide overrlapping at corners and LI.J � Cj q � R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 1. In each sleeping room. intersections with bearing partitions. End joints in top plates shall be offset not less than 2�4 inches. Joints in plates 0 Q� SER BE&7- �C' 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U 'y yi 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH , �",n._, � (FEET) (�T) Do not backfill with any soil containing silt or clay. :k,, m follows: width of the studs. :^� .,r � 1.1 Vertical) at the ceilin and floor levels. 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontal►y from the door or opening of a bathroom that R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and fi wre R602.6 1 Notchin & Y 9 WALL THICKNESS (INCHES) 9 9 9 O g - r z contains a bathtub or shower. 1.2 Horizontally at internals not exceeding 10 feet. $ 10 12 bored hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior °w' i~ R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent a*.- 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 8 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie -,,+ -�' placement of a smoke alarm in a location required by Section R314.3. z; 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Ilk 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 ® 41 NR NR • �_; Section R302.7. specifications for engineered products. (figure R602.6.1) 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Cooking appliance. 10 9 6 ® 41 5 ® 22 NR TO `(� passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally ❑ : �N �l0 requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. �W __ 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Y4" clear from Inside face of walls. The center of bars shall not vary from this by more than % inch. ................. .. .......... . . .. ... 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. cooking appliance. R302.11.1 Freblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit JOB NUMBER following materials. in accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm O 1 V O 1. Two-inch nominal lumber. will activate all of the alarms in the individual dwelling unit. T T 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section R315 Carbon Monoxide Alarms V NITS 8 9 MODEL A 1 & 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 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. q n A l Z 6. One quarter inch cement based millboard. r�,J V �®D�L 1 1 1 Z 7. Batts or blankets of milneral wool or glass fiber or other approved materials installed in such a manner as to be securely U) retained in place. W 0 COPYRIGHT GRCH ARCHITECTURE: P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN ^ , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) Z W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS W C ' ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD ^ E MINIMUM NAIL PANEL NAIL WIND SPEED V ult CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 O SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. =) y MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. C) " WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED 6" DIA. (, � THICKNESS INCHES WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on 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 O `+'�� 6 SIZE PENETRATION STRUCTURAL (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utilityroom or an approved location inside the buildin from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 V � a� (INCHES) PANEL SPAN (INCHES) INCHES O.C. INCHES O.C. PP g Z RATING ( ) ( ) TABLE N 1 102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N ^ 1 B C D 2. Plastic not less than 0.36 inch 0.9 mm in thickness. O W L- o a' U Insulation and fenestration Requirements by Component ( ) f- .-.d � U) � B 8d 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials. COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flames read index of 25 or EFLECTIVE Z) U > � rn ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 P •c cv R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. 2 WHITE W (D is N} (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear R-VALUE _ = ui N Z _ forces in accordance with accepted engineering practice. 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope Z U " � cis� MARINE T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" 1/4 O Q w C Cl)) R802.11 Rafter or truss uplift force. For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE U o v roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 = � � Span (ft) 12 18 24 28 32 36 42 48 ❑ U (� Cl) .- Uplift Force # 117 •149 182 203 226 247 281 314 roof/ceiling assemblies shall be R-30. The insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE DaSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or solar DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN m Increase x1 ing for pitch < 5/12. Increase x 1.5 for plum p spacing. Increase x ami for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE (D R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in MATCHING SYSTEM PMS 87. _ accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl (PMS) P4 0_ spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED '- 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 requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not fess than 300 square feet (27.87 mz) exclusive of TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 mz) TO BE AFFIXED M THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX THE MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 mZ) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. back areas as required by the International Fire Code. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE 0 GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 I-- FIBER FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: V NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Z) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. Of construction documents. F- TABLE R703.8.1 NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. C0 TABLE N1102.4.1.1 (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 Allowable Spans for steel lintels supporting masonry veneer circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric'. The reserved space shall be Z Air Barrier and Insulation Installation P 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: SIZE OF STEEL ANGLE NO STORY ONE STORY two STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. 0 D EQUATION 16-8 a.c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. D + L (EQUATION 16-9) W L3x3x1/4 6'-0' 4'-6' 3'-O' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. 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. D + S EQUATION 16-10 0 Ln^ BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. ( ) u J L4x3x1 a 8'-0' S'-o" a'-s' At least one installed at the front and back of dwellingunits. D + .6W (EQUATION 16-12) CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) O M L5x3.5x5/16 10'-0' e'-0" 6'-0" GAPS IN THE AIR BARRIER SEALED. L r J L6x3.5x1 4 14'-0" s'-6' 7'-O' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. / BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL N DETERMINED IN ACCORDANCE Z WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE ❑ a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: W R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12.1 Clearances. On exterior :stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashingat foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) 1 g ( ) GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". plastic with a minimum vertical attachment flange of 3 /z inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 H� PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. O R703.8.2.2. Support b roof construction. A steel angle shall be placed direct) on to of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: y Y P PP SPACE SHALL BE SEALED. FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. _ construction for the steel angle shall 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 anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. F- w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and ceilin s w brittle finish L 360 3. REQUIRED BEARING WIDTHS. U) 4.2. TOP CHORD DEAD LOAD. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. 120 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LINE LOAD. m � / r PH FROM FIGURE R301.2 4 A Exterior walls with plaster Or StUCCO finish L/180 4.4. BOTTOM CHORD DEAD LOAD. V � v a ULTIMATE DESIGN WIND SPEED: 130 M mortar or grout and extending into the veneer minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ ( T outside face. minimum tie size= 22 US gage. Minimum tie fastener = 8d P4 common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior Walls With brittle finishes L/180 4.6. CONTROLLING WIND LOADS. O veneer. EAch tie shall support not more than 2.167 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. horizontally and 24 inches on center vertically. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage from seismic provisions of code per Exterior Walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. R703.8.5 Flashingshall be located beneath the first course of mason above finished round level above the foundation wall or slab and at R301.2.2) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR E•• masonry 9 between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate Lintels supporting masonry veneer L/600 I EXCEPT WHERE SYMMETRICALLY 4 other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All PRESUMFTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 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 C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Z) not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. F_ 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) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. l`_and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: I- U R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. A B B R EV I AT 10 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF Z water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation ( ) (Mandatory). P P 9 g y THE BUILDING CODE. W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. �E pp g y UGHTWEIGHT RNG RANGE R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1, be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE D (EQUATION 16-8) U R802.4.2 Framing details. Rafters shall be framed not more than 1 � inches (38 mm) offset from each other to ridge board or directly ADJACENT/ADJUSTABLE EACH LVR. LOUVER R. RISER O p ( ) P ( ) Y programmed Y A.F.T. ABOVE FINISH TREAD D + L EQUATION 16-9 opposite from each other with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not zone temperatures down to 55'F 13'C or u to 85'F 29'C . The thermostat shall initial) be ro rammed b the manufacturer ) with a heatingtemperature set point no higher than 70'F 21'C and a cooling temperature set point no lower than 78'F 26'C . E.J. EXPANSION JOINT LT. LAUNDRY TUB RIND ROUND � P p 9 ( ) 9 P P ( ) ALUM. ALUMINUM less in depth than the cut end of the rafter. 14t valleys and hips there shall be a valley or hip rafter not less than 2 inchELEC. ELECTRICAL MAS. MASONRY S.C. SAWCUT D = DEAD LOAD, L = LINE LOAD, ( ) P supply g g pipe ANCH. ANCHOR (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that su 1 heat to the building through one or two I e < ANGLE ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC TO the ridge by a brace to 43 bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUAL MAX. MAXIMUM SHLF SHELF LOO= TRUSSES SHALL BE DESIGNED AN SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL TCLL = 40 PSE, TCDL = 10 PSE, AND BCDL = 5 PSF pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE UESSER OF L/360 OR .75". Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD, BOARD EXT. EXTERIOR MIN, MINIMUM S.S. STAINLESS STEEL designed in accordance with accepted engineering practices. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 BLDG. BUILDING EE. EACH END gTL,. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM STRUCTURAL M.O. MASONR`( OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers STRUCT. Exception: Ducts or portions thereof located completely inside the building thermal envelope. / FLOOR COVERING CHANGE MIL" METAL 1. DEPTH, SPAN, AND SPACING. BTM BOTTOM F C SUSP. SUSPENSION 2. LOCATION OF ALL JOINTS. recommendations or where the effects of such alterations are specifically considered. BL.KG. BLOCKING SGD SLIDING GLASS DOOR ,� N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F•D• FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. .. r- �_ [ 00 R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across FDR. FLOOR (NTS) NOT TO SCALE TB• SQUARE 4.2. TOP CHORD DEAD LOAD. SNOW LOAD. vi the rafter or ceiling joists at intervals not exceeding 8 feet. Exceptions: BRK BRICK TOWEL BAR Q N N n N c. >� r N V) W N BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 4.3. BOTTOM CHORD WE LOAD. 1. Air impermeable spray foam products shall be permitted to be applied without additional joint seals. O.C. ON CENTER T & G CENTER LINE 4.4. BOTTOM CHORD DEAD LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. F.R. FIRE RATED TGS TOP OF GRADE SLAB of 6'-0" and renter. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FRM FRAME OPER. OPERATOR TFW TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans9 not be required for continuously welded joints and seams, and locking-type oints and seams of other than the snap-lock lock and R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q yP- C.J. CONTROL JOINT OPT. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. FT• FOOT / FEET TYp TYPICAL 6. EACH REACTION FORCE AND DIRECTION. button-lock types. COL COLUMN FIG OPT. OPTIONAL flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of FOOTING T TREAD P P N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. GA. GAUGE TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLA',TES. CONT. CONTINUOUS Section R807 Attic Access or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). GALV. GALVANIZED 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. G.C. GENERAL CONTRACTOR 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION GEN. / UNLESS NOTED OTHERWISE with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GENERAL 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. Tri - vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall PP g g PC POURED CONCRETE GYP• GYPSUM 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. methodologies. C.O. CASED OPENING PBD. PARTICLE BOARD VERT. VERTICAL o O O O o O be measured from the top of the ceiling framing members to the underside of the roof framing members. G.L. GLUE LAM The rough-framed opening shall be not less than 22 inches b 30 inches (559 mm by 762 mm) and shall be located in a N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL. PLATE V.I.F. VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. rn L in in N <n 9 ? g y International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City C.T. CERAMIC TILE HGT. HEIGHT W WASHER hallwayor other reads) accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 HDWR. HARDWARE PNL. PANEL * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING WITH w w w w w w y Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have CLG. CEILING W/ W W Of a' W W inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD' PLYWOOD WD WOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing automatic or gravity dampers that close when the ventilation system is not operating. DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED WELDED WIRE FABRIC � members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WOO MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS N PENNY WNDW WINDOW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. o Section R902 Fre Classification N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB PSI POUNDS PER SQ. IN. / / DBL. DOUBLE PSF POUNDS PER SQ.FT. 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 high-efficacy lamps. DIA. DIAMETER I.D. INSIDE DIAMETER TYPICAL ROOF & FLOOR TRUSS NOTES: INGR. IN GROUND P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as.requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access DN DOWN TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF UL 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1, THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY I_ R 902.4 Roofto mounted hotovoltaic ane) system. Rooftop mounted photovoltaic ane) system installed on or above the roof covering replacement without removing permanent construction, other appliances, or an other sin or ducts not connected to the I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W p p P Y P P P Y 9 P g P PP Y piping 9 DW DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W [� shall be tested, listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. L system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH : F-1 C.)SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS �- 0 feet (914 mm) from o bot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN O m 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 enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABIUTY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS -J o wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALILJNG & BRACING OF METAL PLATE j � Y R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w front of fascia, min 4 typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A 0 � o temperatures of 40 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water 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 REGISTERED DESIGN PROFESSIONAL Z shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system GRAPHIC SYMB0LS * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS U shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. o 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 section M1506. W r_ , co slopes from two units vertical in 12 units horizontal 2:12 u to four units vertical in 12 units horizontal 4:12 , double STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: �J..� co p ( ) p ( ) D ET ® - All general notes unless otherwise noted on plans or product specifications. underlayment application is required in accordance with Section R905.1.1. 02415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DETAIL REFERENCE - All applicable state & local codes, ordinances and regulations if any. ❑ �4 'tel' R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be SHT " FLOOR FINISH CHANGE 9 methodology, P - In areas where the drawings do not address methodolo the contractor shall be bound to perform strict gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend `' W = Cn penetrate through the roofing materials and not less than '/+ inch 19.1 mm into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes compliance with manufacturers specifications and / or recommendations. F''� P t g g ( ) through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from mrchitect I- v 0 less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 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 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET DET and report any and all discrepancies including any dimensional conflicts, immediately to architect fon 0 m inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. - - - BUILDING SECTION corrective measures prior to construction. z or into the utter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT /� _ - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � � Q g g P 305 mm horizontal) of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. < # �- PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z ga < the vertical side wall, the: vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is ( ) Y P v provided on the vertical :sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper GVS-( R :) \ R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be located not less than 12 inches above finished ground level. adjustment before proceeding with the work. / lG BER _9 I overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than 1/a inch (6.4 mm) below the roof sheathing 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 - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their �� rC 0 and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewvhere on deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. �� ti� /� the construction document set. � *�'•f �L � over the drip edge along eaves and under the drip edge along rake edges. 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 ¢' e� �e z C7 ' R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. - All work is to be performed in a professional manner and in accordance with best practice and consistent - �; , I -I with manufacturer's and supplier's recommended installation procedures. : T I C, and 4 of this code. 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 Section G2439 (614) Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and / or field inspection. The wrchitect aA ��. than 3 feet above the highest point where the chimney posses through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and frraming ` O��3810 shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. ❑ C1� PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER FNEW� Section R1004 Factory-Built Fireplaces building. - 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS SAND REPORTS" MUST PLACE R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 (-REGULATIONS-), ......I....I......... built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING V JOB NUMBER R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A UCENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. O Z O O R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 8 9 (MODEL A. l V�R�' W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving U) SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 2 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 cross-sectional area of one pipe size smaller. W 1-12 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 ms) throughout 9 O (MODEL Al ) Z the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with _0 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam U) thickness and installed R•-value shall be listed on certification provided by the insulation installer. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED ATw X 1^WEN NOT ALI6NED WITH RAFTER, U)ATfCONNECT KING 5TUD5 TO TOP PLATE OP 5 RAFTERS PAR ROOF FRAMINGMAP 1-114'X22 6A.6ALV.COIL 5TRAP Z ATTA01 r0 EAM PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W E 2x 'S LEDGER INTO STUDS LAC, U OF OPP05R6 RAFTERS ROGF RAFTER, �� BOLTS® I6"OG INTO STUDS DBL TOP PLATE I�IOPPLE STUDS U PLNd L. SIMP5014 STRONG-TIE 2X BLOGKING o �d U _ ° A35 0 EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z [ ] C t GABLE HND T1455 �+ SMf�aON STRONG sr1P5aN STRONS - - CEILING JOIST OR Yl/STRON65AGK5 ` SIMP50N STRONG-TIE H2 W NAILS -TE RW STRAPS OWL It ATTAa&r0 EACH PAR OF OPPO%6 RAFTERS. ALTERNATE TO R106E STRAP: SIMPSON STRONG-TIE M5 hkTR1155 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. � � � � o � � TYP, ed NAILS TYP. PROVIDE H3® EVERY RR RAFTER TO STUD ANTIE ATD KIN65 C) '�'�d `r .� FOR USE WHEtd STUDS A>�2 USE IN GOhBINATION ONLY VAI STUDS AND Na4#L DciPZMn �WA"ARE LOCA�TEP IN RE UPPER W 6F Tit UPPER THIRD�ATTIC SPACE (WHEN ALIGNED) U •� U > � � `N IRAFfERS ALIGN -RAFf�S DO NOT ALIGN ATTIC SPADE AND ATTi1GIfD r0 EAGFI PAR Cf RAFTS W/4-IOd NALS W/4-10d AT EACH RAFTER) G5-22 STRAP AT � I � � 0 N}} EACH STUD,SEE L5V26 FOR 2x6 (n � LW2&FOR 2x8,2x10,OR 2x12 DETAIL 4 g Z U N O L_ CLUI:6 M i V U Q w � r> FRAMED OPENI _ � U ~ 4Erw, RIDGE STRAP DETAIL / RIDGE STRAP DETAIL SIMP50N STRONG-TIE 2x4 OR 2xb 00 WIO�R D�(FOR CATH.GLGS WITHOUT GOH AR TIES) / (HITH OR WITHOUT COLLAR TIES) LU2&® EVERY GJ 5TUD5 0 Ib"O.G. rrn2x AGG LEDGER W/3/8'x5'LAG NO SPECIAL FT V LOCATE AT EVERY RAFTER BOLT® I6"OG INTO 5TUD5 CONNECTORS REQ'D� dSTRAPPING TO BE 1-1/4 X 22 6A. IN THI5 AREA SOON STRGNG -TE tib STR i 6ALV.,SEE DETAIL 4/01.ALL 5TRAPPIN6 -rIe Lrs -re tib / �"9VirtNO MAY .I,� F AF>� // PORGHROOF GABLE END WALL TO BEAR A MIN.OF 10'ON FRAMING.-TE W OR HWS -- SD NAILS TYP. FOR u5E Wl�15TUDS AND USE IN GONBINATION ONLY HIN STUDS AND / STRAPP I NCC DETAIL DETAIL AT ATTIC YL4F7ER5 ALIGN -RAMS 5 DO NOT AL16N 10 N Ts. I I z N.TS. o 5TRAPPIN6 TO RUN ONTO RIM JOIST,SEE 1 0 DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TWD STORY) U CET ROOF RAFTER HURRIGAME TIESZ) 5. LOCATED AT EVERY ROOF RAFTER \ I- ATTI G Z o STAPP I NCC DETAIL U • 4 a i2 FQR FRAME GONNEGTIONS o Dl N.T.S. W Ln 2ND FLOOR /� Wr om' / STRAP OR Ax)1x PROVIDE 3"X34"X3'HASHER PLATE AT ALL ANCHOR BOLTS 4-I6d FACE NAILS FROM Z / � T 5EGIRED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ / GOLUMN POQMY TOP ANGHOR 6rAR _ 51MP50N PAB OR 5B ANCHOR BOLTS MAY 13E U5ED IN LIEU OF END Le m / ON.T5. LOCATE AT GOLUMW 61RDLR CONNECTION Hit"1p f zm THREADED ROD l^U WASHER PLATE. (4)MALS MN N I1"MN / PROVIDE 3"Xb'X 036.6ALV.STEEL PLATE W/ S1lD NALS 6-8D NAILS AT CORNERS AND INTHZ5EGTIN6 It"LENGTH OW.) / l \ WALLS. 3'X12"X.036'6ALV.STEEL PLATE IN LL " 12-WKOLL NAILS AT AT BUTT JOINTS N STRAIGHT 5-IOD NAILS EACH END AT WALLS WHERE THERE 51N61J=PLATE OR HEADER CLEAR!FAN � � LIP TO 6_ EAGHAJAGK STUD TRAP� G)T LMTH \ / / ACE F 2X6 KING 5TUD5 NON): �.i BEAM--� NWLS e. 24'MINIMUM LAP SPLICE TyOF R SPAANN5 b TO 12 FEET 1� THREE FOR SPANS 12 TO 16 FEET 2X6 JACK STl1D5(U.O N): o WTWE 6F PRATE MR Fh0 BOTTOM w 3/4"AND i"ROD AT 5 5TEEL 5TR50'� A397 ROE)THREADED bw 130TH�ON�6 WALL,5FE PLAN5 12-160 MIN.NAIL5 ONE AT SPANS<b T�" q.'MN 15T FLOOR NAILS AT ALL SPLICES TWO AT SPANS 61 b'TO 12' EW tl3rm I I 51MP50N P05T BASE (V THREE AT SPANS>12' W (4)NAILS MIN.IN I ABU44 OR ABU66,SEE PLAN - 2"X3/a'X3'WA5HE�R PL 1^U NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN rz"u3�m M 65-22 COIL 5TRAP i ( UPPER STORY SHEAR o - - - WALL TO GIRDER A 4 FLOOR TO FLOOR TIES BELOW GONNEGTION ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR Jn���L ❑ W FOR 5ET BACK HALLS HDU HOLD DOWNS AND STRONG WALL MINIKI00MBEDMEMT O EXPA1 T• DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTI ON N.TS. L.OGATB2 AT EVERY STUD ` FOUNDATION �� NOTE \\ MBOLT W/55"MINKIM EMBEDMENT NTS. I COIL STRAPS UNDER SffAmM6 PRWtE:Sd I.GMdOM(0.131 x 25'L1J1N6)NNS. i \\ N.TS. 16 N.T.S. @) OOL STRAPS OVER 61UTHN6 PWM----10d GOMf tON(0.131 x 3 LLN6)NAL5. U COLUMN POST BOTTOM ANGHOR �--•� LOCATE AT EVERY COLUMN/e4RVER CONNECTION I�fi RIfT6t NNALRID OT'L&M* V ALLOWABLE HOLES - U) 8D NAIL 0 b 0/0 AT ALL PANEL ED6E5 U ` �wc rO"� 160 NAIL®24'O/G IGD NAIL® 240 OIG YHO LVL Headers and Beams Z W SIMPSON HGP HIP HIP�RAFTER, R' c AH{ING OR HY D Microllam® LVL W NOTE:WHERE 24'WIDE MINIMIUM FILL HEIGHT I (4)NAL-5 MN N CORNER TIE INTERIOR 1.3E TimberStrande and WALL RETURN IIS PROVIDED AT EN 05 OF I Ir LENGTH(fYP) LSL hole zone Parallam®PSL 2 x diiameter of the y3 depth U BRACED WALL LINE THE 800#HOLDOWN MAY I �" hole zo largest hole(minimum) o BE ELIMINATED. PROVIDE THO(ONE AT EACH INTERIOR SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4 NIM SIW50N SP WASHER �"lRJ6m ) `` o ° 60 NAIL o 61 ALL PANEL /EDGES d 15TA36 STRAPS SHORN IN THE DETAIL NAIL SHEATHING TO - -_ - -_ - - - SILL PLATE W/8d 2X A6Q SILL PLATE DOABLE GYPSUM BOARD NAILS 0 4'0/6 SILL AT FILL.BASEMENTS ° EXTERIOR - 0 0 5/e DIA STEEL ANCHOR ix b Mr VAIM 8D NAIL a 12.0/6 AT ALL Microllam® LVL and -� T'MINIMUM BOLTS MAX, S MI OG_ - - - - - ,Npc STRAP r0 RAiBt MEMBERS NOT AT PANEL ED6E5 Parallam®P EMBEDMENT EXTEND BOLTS MIN.7'INTO CS-22 COIL STRAP SL PON.WITH TI6HIENIFD NUr d MX allowed hole zone 35c 3'WASHER TO EACH BOLT Z 2 x 6 _ PROVIDE TERMITE SHIELD SILL () �' SAPr5ON LTP4 PLATE N4LFD TO >--L5TA36 W/10-I0d NAILS #4 CONIINU 6 BAR ' middle Y3 span INTO STUD ABOVE AND LOCATED 2'TO b' SEAT_AND MAINTAIN 8'MIN. `��� /G AT�1 R�F0 Vitt 15/32 OSB OR INSIDE CORNER OUTSIDE CORNER RM AND 5LL RATE®16"0 PLYWOOD SHEATHING BELOW(2 EACH CORNER) FROM WD TO FIN15HED 6RADE VA1&NA INTEIZIWS. FROM TOP OF WALL wa.�ft3t role��rv>:cM PLAN VIFJ^I PLAN VIEW d 1.3E Timt>erStrande LSL allowed hole zone d r- r n NOTE: General Notes a N N „ N C6 Tall=2,880# COIL STRAPS %FA HIN6 PI INS PROVIDE:ed COMMON(0331 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP /1t7 0 N �; N FOI1NDAnON PLAN STRAPS OVER SHEATHINS PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR GV ISN HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniforrruly loaded LAY-OSIER OR F=ALSE /ALLEY PLATE HIP GONNEGTI ON DEPTH HOLE SIZE headers and beams only. nd STORY CORNER GONNEGTC)RS T'I'PIGAL ANGHOR BOLT STUD TO RIM .FOIST TO SILL PLATE STRAPPING DETAIL WALL FRAMING 4�" • Round holes only 7-� 5yz" 1%a" • No holes in cantilevers. 8 LOCATE AT EVERY STUD N.TS. (� N.T.S. N.TS. • No holes in headers or beams in plank!orientation. N.T5. LOCATED AT EVERY GORT�R N.T.S. LOCATION AS NOTED N T5. Nrs I S 7ya"to 20" 2" See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BWU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BHLS SHALL NOT BE SPACED H z Z Z z Z z F aDVED STRAP AND WALL 511EATtIm STRAP AND WALL 61'EATHINb O O O O O O MORE THAN 60 FT APART. WALL5 WITHIN A BI-L SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BH-. BK_LOCATIONS ARE TO TOP OF PONY WALL r mo INDICATED ON FLOOR PLANS NOTE: -\�I I Nom: TO TOP GF PONY WALL r115 -�� Fn F U) (5 N � %IPSON DTTV Ha M AT 66-W�.P WM,ED 2 FT MAX PONY WALL MAY BE I( 2 FT MAX PONY WALL MAY BE I I > > 5 5 > 5 WNL DV PANELS(f`(PE A)tVU A6 A BRACED WALL PANEL(BW)SHALL DE61N HITHIN 10 FEET OF EACH END OF A BH-. THE 015TANGE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER W W W it W ®I AT WAaP WNL DIETAL5 G AND D. EDOE5 OF BWPS SHALL NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BW ON EACH BWL EXGEPr AT ® WALL5<16 FIST LONG MAY HAVE ONE 48"OR LONGER BWP. BWPS ARE TYPICALLY G5-l^5P SHEATHED BRACED WALL PANELS - 5-00 NALS AT DTT►Z (TYPE A)OR 6YP5UM BOARD 66(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BW TYPES A 31/2"HADE LVL REAM(SEE PLAN) ® AND B DO NOT QUALIFY DUE TO MINIMUM L E%TH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN6 LENGTH OF BNP 15 REQUIRED. / GONTINU0115 TO OUi151DE OF PANE N BHP TYPE5 ARE INDICATED ON FLOOR PLANS. / ,O ® �3/8'�THREADED ROD � o ® 65-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z V � NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM LENGTH REQUIREMENTS OF TABLE RbO2.105. NAIL�'MINIMUM WALL CONTINUOUS IIVa MIN DEEP HEADER TO CONTINUOUS IU4"MIN DEEP HEADER To W WALL.RETURN K PROVIDED AT ENDS OF 5HEATHING HITH 8d NAILS @ b"O/G(EDGES)AND 12"O/G(FIELD)AND PROVIDE 2X OUT51DE KING STUD(5EE PLAN) id OUTSIDE KING STUD(SEE PLAN) Q P C5-H5P BRACED WAIL LIME THE 800# BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. PROVIDE 800 POUND HOLDOWN FASTEN J'5HEATHIN6 TO HEADER W FASTEN 1'SHEATHING TO HEADS w I- U-1 WLDOI•d1 MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a eD NAILS NN 3'0/G IN EACH DIRECTION N 8D NAILS a 310/6 IN EACH DIRECTION � WALL MIN PA1JFl W EITHER A 24"MINIMUM FULL HE16HT WALL RETURN OR A 48'MINIMUM BHP. w SIMPSON LSTA24 STRAP ON BOTH SIDES AND w(� SIMPSON L5TA24 STRAP ON UNSHEAT}NED HEIGHT(FT) WIDTH'L' TABLE 8602.105 MINIMUM LENGTH REQUIREMENTfS OF GS-HSP CD EACH OF HEADER TO JACK STUD W Ib-I00 NAILS FACE W/lb-IOD NAILS 8 28' TRIM TOP OF PANE.AS REOD E'-� CONTINUOUSLY SHEATHED BRACED WALL PAM15 FASTHI TOP PLATE TO HEADER W/2 H Z q 32' 6 1/4'SD5 SCREWS 11 > 2 FASTEN TOP PLATE TO HEADER HV 2 L= o W L AJAGENT CLEAR MINIMUM LENGTH OF w ROWS OF Ibd NUU15 NN aro/c w ROWS OF 16d NAILS 6 3'O/G z Io 34' PORTAL STRAPS I/2'FROM l7)6E ON -J n mp HE16HT(FT) OPNG HEI6HIT BRACED WALL PANEL O v O O II 38' BOTH SIDES(4 STRAPS PER PANEIJ W �51MPWN CNH COUPLER NUT (2)JACK STLOS MIN.OR PER PLAN v > Y <64' 24 O (2)JACK STUDS MIN.OR PER PLAN 1 12 42' W U tii 8 64'TO 80" 32' R BLOCKING AT PANEL ED6L5 I- BLOGKIN6 AT PANEL ED6E5 0 2 Q 80'TO qb' 36"6 O O BLOCKING AT PANEL WeES SIMPSON SWSB STRONG-WALL 513 Z �+ U <64' 27" GYPSUM BOARD"6B"BRACED WALL PANELS(TYPE B)SHALL BE ly HAVE LEWTH ~ PAWL,VERIFY PANS P5 PLUMB Ur ANCHOR EOLT OR LPESS THAN 6• bAFI KAIL,b�F-OR q LY �THAS N LI6�FORR�STORY AND 2 FOR ANCaiDR q 64'TO 80 30 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE p - _ o O FIRST FLOOR OF TWO STORY APPLICATION. !n f`� O FT WALL AND 20'FORA 10 FT WAIL SEE NOTE,DETAIL APPLIES TO W LU O 80'TO qb' 41' R602.IOS. SECURE y�GYPSUM BOARD WITH bd COOLER NAILS, � P�FOR ACTUAL LENGTH. O SEE PLAN POR ACTUAL LE N6TH. •" <b4' 30' Agl5"X lye 6YP5U1M BD NAILS,OR DL16"X I% ANNULAR RINGED tl IF HUM TO HE16HT DIMf161OW ARE l�L IF H OTH TO HEIGHT DIMEN506 ARE � BOTH�OF HEADER � � z IO 64"TO 80' 30' NAILS®7.O/G(EDGES)AND 7"O/G(FIELD). BLOCKING IS NOT EXCt13ED THEN DETAIL"F'TO BE USH7. EXCEEDED THEN DETAIL'F"TO BE U582. 80'TO W 38' REQUIRED AT UN5UPPORTED PANEL ED6E5 WHEN PANELS ARE LL NOTE. - - 1�•+�� W INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL N IF CONTINIOU5 HEADER 15 USED OVER ❑ -' 'Partial credit for panels 3b'to 48"wide per RbO2.1052 HEIGHT BLoCKINe DIRECTLY ABOVE AND BELOW TYPE B WALLS. X BOTH OPENINGS iNBN MIDDLE WAl1 U ONE JACK AND KIN6 STUDS Q ONE JACK AND KING STUDS BRAGIN615 NOT REQV „ „ _ � TYPICAL HOLDC)WN DETAIL AT CONTINUOUSLY SHEATHED WOOD L EQUAL To w U or > 12" M- FASTEN VIb'SHEATHING TO EACH STIR H FASTEN T/Ib'SHEATHING TO EACH STUD THO KING STUDS H � C7 FRAMED FL00 ' A STUCTURAL PANEL "CS-WSP" - TYPE A p GYPSUM BOARD "GB" -TYPE B LL AND SILL W eV COMMON NAILS A 3•oiG u- AND SILL vu W C0*ION NAILS®3'oi6 1- 5. A D � FASTEN VIV SHEATHM6 TO 5TUD 0 Co NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - Z AND SILL W/Sd NAILS 0 4'O/C V J Z PORTAL DETAIL'G'ONLY APPLIES N.T.S. TO 2 FT TO 18 F7 WIDE OPENINJ65. SIMP50N RA5 HOLDOHN HU 14-1/4.505 SIMPSON HDU2 HOLDOHN W/6-114' SGREI�15 IN DOUBLE END STUD SD5 SCREWS IF NO FLOOR ABOVE. Z Q TABLE 602.10.3(1)BRACIN6 REQUIREPENT5 BASED ON 14OMPH TABLE bO2.10.3(2)HIND ADJUSTMENT TO HDU4 HOLD"W/10-1/4'5DS (� O p Co HIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2'A ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE, PANG..TO SIT DIRECTLY ON TOP OF 6"l l KM H0.DfA1M AT C5-W5P MAaY HALL HEIGHTS,AND 2 BRACED HALL LINES BOLT HITH 2'X2'X13yW PL WA5HER CONCRETE FOLWATION WALL � WALL END PANELS ADJU5TMENT STORY CONDITION ADJUSTMENT 1/2'4P ANCHOR OR EXPANSION BOLT W GAS '9 ®® AT$RAGED WALL�G AND D. CONT BASED ON 5UPPORTING FACTOR eArz coNr W TOP OVER 0 �� SRO E& ® STORY BWL 5PAGING SHFATHING METHOD 6B CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-1/2'0 ANCHOR OR EXPANSION BOLT .S y, FOUNDATION Fa1wATroN #3 TIE g� O �: EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION _ / rt << ,A �'vy ' , OF CONCRETE FOUNDATION e�'^ q� m n t. ® 5-0 NALS AT DTT1Z EXPOSURE CATE60RY ONE STORY D 15 1- ® TOP 10 2.5 5.5 #4 BAR C,ONr IN TOP AND BOTTOM SIMPSON 5B'f/8X24 OR PAB1-le ANCHOR � EXPOSURE GATE6ORY TWO STORY G Lb PAB5-18 ANCHOR BOLT,S E'THREAD® SON 5 OR Ye"THREADED ROD, W : , EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SIIEATHIN6 OVER RIM JOIST ROD W/WASHER PLATE,SEE DETAIL 15/DI PARS-18 ANCHOR BOLT OR s/8 THREADED � ® TOP 20 5.0 10.0 TOP 30' 7.0' 145' ROOF EAVE TO R106E ROOF ONLY 15 FT 13n 'Y PANE.EDGE OVER ROD W/WA5FL32 PLATE,SEE DETAIL 15/DI SEE DETAIL 15/DI U ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. FLOOR PANEL HAS GONTRIBUTTN6 L EN6TH OF 48"TOWARDS R602.103(U MINIMUM LJ M16TH X3810 i TOP 4O q.O I S5 ROOF EAVE TO RIDGE ROOF+1 FLOOR 15 FT 1.3 REQU REMENP�' FOR BRACED WALL PANELS AT BRACED WALL LIMES. WALL TO BE CONTRIBUTING LENE�TH OF 4e TOWARD5 R602.1CATION 03(I)MININt1M LIEN&TH SIMPSON STRON6-WALL RE{I11RE5 EN61N EERED DE546N TO O�N �Q Y.PANEL-HAs ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 USED ON FIRST FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRACED WALL PANEL5 AT BRAG WALL LINES. ACTUAL HORIZONTAL DESIGN WIND ANCHOR LOAD AND CONDITION TOP 50 II.O 23.0 ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT I.I TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ❑ �,NN I I ROOF EAVE To R1D6E ROOF+2 FLOOR 20 FT NP ........ ...... ....... .. ........ ........ . TOP o 13.0' 215' HALL HEIGHT ANY STORY a FT 0A CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/8'Q ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OA5 BOTTOM OF 2 10 5.0 105 o �, ADHESIVE ANCHOR WALL HEIGHT ANY STORY n Fr 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F °�o BOTTOM OF 2 20' q.0' Iq.O' WALL HEIGHT ANY STORY 12 FT 1.1 F 2016023 NOT TO SCALE PER FIGURE 8602.10.6.3 NOT TO SCALE PER FIGURE 8602AT STOW 3 13 .10.6.2 BOTTOM OF 2 30' 13.0' 275' NUMBER OF NUMBEIR OF��P N DIRECTTIOONN AT STORY 4 1.45 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD t.Ll BOTTOM OF 2 40' 11.0' 36,0' NUMBER��-PER PLAN DIREG110N AT STORY 5 OR MORE Ib SHEET NUMBER HOLDOWN DIETA I L AT SLAB 6YP BD FIN15H OMITFD FROM INSIDE FACE OF EW 1.4 ('21 BRACED WALL PANEL DETAILS Z _ BOTTOM OF 2 50 21.0 44.0 APPLIES To METHOD G5-&YP 50 FASTENING AN ONLY UNITS 8 9 (MODELQTzBOTTOM OF 2 b0' 25.0' 525' APPLIES TO MTETHOD 6B A STORY 4"O/G 0.7 p_1J NOT TO SCALE Al )A l �,�C 90 (MODEL Al ) U) - W 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W w zE W.V xA"CLOCKM TYP.EXTEiZIGR WALL 0 U .6 2"x4"gTR�S® I6"OG.- 2 Z V al 2 FR*tp SHIT q 2 41 0 �8/ a) 0 L 0 L + •^ U 'CN RIDGES TO ALIGN RIDGES TO ALIGNrxor ftpaq* 2 61DQ PENrL C F LNxk)O p o RIDGE VENT RIDGE VENT PY TWX OR ESL (n . . . . ZL 6 6 ('x8"TRmL x (3) TYPICAL ROOFING: TYPICAL ROOFING: rte"FASCIA () _ N ARCHITECTURAL SH►N6LE5 M °O 15�FELT UNDERLAYMENT ARCHITECTURAL SHINGLES .. 15#FELT UND132LAYMENT I/Z'RYWOGD�fATtilNb V M 1/2'PLYWOOD 5HEATHIN6 b'AZEK TRIM 6'AZEK TRIM I/2 PLYWOOD SHEATHING (x4"TRU f�fnn 1 V 2 ALI12 12 a I2 12 _ 12 DENTIL BLOCK$DTL66xbx8 DENTIL BLOCK IDTLBbxbxB 12 ;gIND�d 12BY TYPON'OR EQUAL BY TYPON'OR EQUAL b'AZfK 1RIM 5' 6" ^ 12 6, b'12 F b'AZ6:TRIM GABLE END DETAILOH. OR cD"l2 oH. OH. I'x 8'AZEK RAKE BD NV -�-s-y, I'x8A7�RAKE BD 1^U r N.T.S. AIIN 3"AZBK TRIM(TYP) 12 b•AZEK�� 12 Ik 3'AZEK 1RIM(TYP1 012Ob'BLIND RA�tLM6ROOF BREAK b'H16H BLIND OF BREAK 6'$LINO FLASH% L4 V FLASHING STANDMs SEAM — — — — — — — — — — — — STANDING SEAM rc' METAL ROOF _ Ix1j fASGIA BD. _ METAL Ralf I it fill - - BEDROOM2 PL HT 0 BEDROOM#2 FL HT b'BLIND AL16N 13'AZEK AL16N ' 6'BLIND o FLASHING=FASCIAS FWEZEBD. FA5GIA5"�`-`fLA5HIN6 I'-0• 0 OH. LIM I OH."`��� OH. OH. I If O IJ J I'-0. 1'-0• I1-0• d• --- I rel F-' i. i I L6141 11 111.1 014. OH. OH U Tm �� a ! i �n LJ_ JI-JL_II^ I i - J�LJI J Jnl J LJ - ,_ �' I'X8'AZEK - - �' ❑ �� V •� 4 �' ¢ _ ITRIM 4 I Ti' Ci' I TRIM eD = I' ro o ® = OVER GIRDER Q Q OVER 61 =o Q 4 �pj 11 Hill 1 11I FIN. IST FLc I FIN. IST FIN. IST I1E FIN. IST FLOOR El 67b- liltF OOR FLOOR = L EL_EV O'-O' �— �l O 10"SQUARE HBt6 PERMA GA5T 1 W523/bb P05T 7 GAP IANGHOR t I I I I I I 86523/6 P05T GAP ANCHOR t I C SQUARE 352 SQUARE CAST COLUMN#46382 W/SQUARE T. T COLUMN><46382 W/SQUARE 51MP50N A8W6 POST BASE 51MP50N ABI166 F05T BASE a r+ FLAT GAP t BASE(OR EQUAL I O BE (n P-ALL GOLL1P415) 1 I I I I i -ALL ) I PLAT GAP t BA5E(OR EQUAL I w PROVIDEDCORNER "T , I I I i I I I I PRoDEDT TO I � Lu I I I I I I I I i I Lu Q o I I I I I I I I I I b m I I I I I I I I I I ❑ w O I I I I I i I I I I UWIN.BSMT FLOOR UNFIN.BSMTFLa)R- L- - - - - - — - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - 1, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - — J � — - - -t - - —�— — U � H CONT ELEVATION FRONT ELEVATION z U UNIT 90 UNIT 89 Z W Z) MODEL Al (HOLLY) MODEL Al (HOLLY) 0 0 R1D6E5 TO AL16N RID6E5 TO AL16N W R106E\&W Q Q RIDGE VENT � N (V th cV N zx 12 12 i 135 I2 I2 t 135 CRICKET BEYOPU - G t 13.5--\ t 135 - I 12 AI.I 12 O O O O O O 121 2 12 �12 N Fn 12� 1 1 12 12 I 1 '-i=12 w w w w w w INSTALL ICE t WATER SHIELDOR > > > > > > PER MANUFAGTURER5 12 12 12 12 PER MANUFACTURERS SHIELD � � � � � � SPECIFICATIONS TO MAINTAIN 12 F -- ---- 12 SPE61FIGATION5 TO MAINTAIN co PRODUCT WARRANTY Ix8 FASCIA BD.a 11 lilt PRODUCT N 0 _ :n 6 b"BLIND 8'AZEK IN6 FRIEZE BD. b'BUND APPLY ICE t WATER SHELD IN FAIR fLASflI APPLY ICE t HATER SHHIELD IN FAIR " APPLY I WHEN THE AIR,ROOF DECK AND WEATH62 WEEN 1}E AIR Ra�F DECK AND MEMBRANE ARE HE TEMAIR ROOF DEC OF 40'F MEMBRANE ARE AT TEI�1'ERAlURES OF 40'F (5•C)OR HI6HIHZ (5'6)OR H16HER. - - - - - - - - - - INIL BWF51"PL HT MSTR ESDR11 M5TR BDRM _ E)WF5T PL HT' �- PL HT PL HT OH. p-0. p{b• I'b' p-0• aH. .. EXTERIOR WALL r _ lilt- � INE OF � - OH. � LINE - OH FTI 11 � EXTERIOR WALL 0 -TYV OR EQUAL = 50FFIT JL �I_- JL I -HARDIPLANK SHLIN6LE SIDING O O W -HARDIPLANK 5HIN6L.E 51DIN6 lilt SOFFIT -- _- - -1/16'osB SHEATHING 7H it -= i ■ _ �1L_ OH. OH. u 1 -- - - I _ -TYVEK OR EQUAL w F-� W iL �u -lAb'05B 5HEATNIN6 r U -2x6 WOOD 5TUD5•Ib O.G. 1 _ - = _ -2xb WOOD 5TUD5.16'O.G. IL••�.I -b"R-21 BATT5 4 Q y Q Q v Q v Q -b'R-21 BA1T5 U Q JJLL o 4 Hill 6ARAGE Q D �- I n i BEYOND. W O l 0 w Z ! I W 2020 NY5RC-6242`fb(503b) FIN. 15T FLOOR 0i IN. IST FIN. IS i I FIN. 15T FLOOR ❑ T ELEV= O'-0" F703-OR LOO ELEV= O'-0" w V VENTING SYSTEM TERMINATION LOCATION: I r- -=1 I - - - - - - �— I r--=1-_-1� I THE VENT TERMINAL OF A�DIRECT VEIN APPLIANCE NTH AN LLI V bxb P.T.POST WITH SIMP5ON 10'SQUARE HBd6 PERMA CAST 10'5QUARE H546 PERMA CA5T 6x6 P.T.POST WITH 51MPSON INPUT OF 10,000 BTU PM HOUR O WL OR LESS SHALL BE J � 8,523/6 POST GAP ANCHOR t I I I I I II I III I 1x4 AZEK TRIM I I I I Ix4 AZEK 1RIN I I III I II I I I I I 1 e,523/b POST GAP ANCHOR t I O COLUMN W552 W/SQUAREJ 111 1 III III I II I COLUMN 846382 W/SQUARE LOCATED AT LEAST b'MOM ANY AIR OPENING INTO A 51MP50N ABL56 POST BASE SIM1Pf.�ON AB"POST BASE M- I (TYP_ALL CL,LM,�) I I FLAT GAP a BA5E(OR EQUAL I 1 I I II 1 II 1 I 1 1 ► I I 1 1 II 1 11 1 I I FLAT GAP a BASE(OR EQUAU I I nYP_ALL Ca1�) I BUILDIP16,AND SUCH AN APPLIANCE WITH AN IIS ov1R Io,�oo c� m 1 -CORNER COLUMN TO BE I 1 I II I SII I I I I I 1 II 1 II 1 I - O RNER O PL11T KITS BTU PER HOUR EUT NOT OVER 5op00 BTU PER HOUR SHALL BE z z PROVIDED W/SPLIT KIT I II I I I ( I EFiRE55 I I I I I INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND J WINDOW w w WINDOW SHALL HAAN APPLIANCE E AT LEAST A,HITH AN W1W ON R 50 TERMINATION MINATION HOUR U I I L--L-=J 1 I I I I I 1 I L=- =J� I I I 1 I I SHALL HAVE E THE BOTTOM,OF THE ENT TERMINAL AND THE AIR Z INTAKE SHALL BE LOCATED AT LEAST IT ABOVE 6RADE. (n W QST REp I I I I I I I I I I OB _ UNFIN. UNFIN. _ _ — — 2020 W5RG-R3I2-2.1 U Rrc - - - - - - - - - - -I- - - - - - - - - - - - - - -I� � - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - INDWELLIN6UNIT5.WNTHE TOP OFTTESILL OFAN F-- C2� � .n._. tib` y% - - - - - - - - - - THE VE THEDHE INRADE OR.OTNISHED Rjom HER SURFACEEAER THAN ON ABOVE W 2' ,r+ Ar z 0 OPERABLE WINDOW OPENIIN6 I5 LOCATED LESS THAN 24' Q FIN6 LOW EXTERIOR OF THE BUILDIIN6,THE OPERABLE MIINDOW SHALL = -REAR ELEVATION COMPLY WITH ONE of THE Fo110N A 'REAR ELEVATION 'OPBdIN65 THAT WILL NGOT ALLOW A 4 INCH DIAMETER SPHERE �7�`` TO PAI%THROU511 THE OrENM6 IN IT5 LAR6E5T OPENED OK 3A(?' = V-0 0 FA PREVENTION DEVIIGE5 THAT COMPLY WITH ASTM F 20x0 ❑ (INE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CON 1ROL DEVICE ALLOWING THE WINDOW TO ........ FULLY OPEN'SHALL NOT IREDIIGE THE NET CLEAR oPEN1Ns B NUMBER AREA OF THE WINDOW WIT TO LESS THAN 5.7 SQUARE MEET. UNIT 89 UNIT 0 w 2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) Q SHEET NUMBER UNITS 89 (MODEL Al ) & DUET CLUSTER 90 MODEL A l ELEVATIONS ( ) w Al W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RIDGE VENT C) H "FIRE RETARDANT ZLLJ t , PLYWOOD 5HEATHIN6 19 E 2'xb'RIDGE BEAM U aa) RI06B TO ALIGN _ RIDGES TO ALI6N 12 12 Q r , RIDGE VENT ry RIDGE VENT 12 F 12 2"Xb'RR O00) cu `U ® 16"06. H m � 12 (2) (2)21XIO" 12HARDIPLANK 12 55 iARDIPLAKHORIZONTAL SIDIG GIRDER � �U p2> �p Z55 y 6VTTER5 t LEADERS HORIZONTAL SIDIN6 5EapED - •�=-`-- - 12---,Y- - - - All GUTTERS E LEADERS SHALL�BAKED WHITE ALUMIFt1M 032'MIN GAUGE,GUTTERS TO U m.3 co� SHAD.BE 5'5FAMIS55,0.6.SME NY ALL t 85 12 ® Q w M 12 _ _ RIDGE PENT - - - — TED E REWIRED ACCESSORIES. ' to ;. 1 r-�.'...- - ::_ SHAl1 BE MI A27'GAUGE YU GLI RIDGE VB7f - .L ANCHORS. CAULK t SEAL ALL JOINTS. PITCH = � N ado --- _ •-= T -ter RIDGE VENT;_ ' 6VTTERS MIN.1/5'/FT.PROVIDE P.VG. ° �L U " REGl3'TORS H'ABOVE 6RADE TO RECEIVE T - -- _ LEADERS(CLOSED GAP 0E516PU.12 12 V - - -"- GLERE`TORY 12 TORY =A Tom= a BI WALL tl BEDROOM#3 12 BEYOND WALL BEYOND q" q.. ' - - ��.; - ROOF a COVERED 6ABBLE O.H. b'-0" O.H. -- _ . PORCH BEYOND tto ON. Ix8 FASCIA BD. 2'X6' IT BEAMS (+/)b BRKFST MSTR BR '�;'�` .r-.�. 12 12 ® 16" .G.W/VENTED O BEDROOM#2, 7=. PL Hr -_ -s- �-^ -`�-�- �MT — — 12 IZ VINYL 5OFFIT BRD _ OVER U 1'-0' GARAGE z 0 OH. OH. I'-0• I'I b"AZEK I I I- 0 I GA5T COLUMN#46382 W/ o � - �� 10"SQUARE HBd6 PERMA III III III III oH. fi r I ll I I I I�zIEZE BD. r I I = -- - BASE OR EQU GAP d ° O r _ [-� - - - I f I MASTER �' i L Ir o CORNER COLUMN TO BE a fi I I PROVIDED W/5PLIT KIT '1gr .rY g BEDROOM Q I ' WALL BEYOND 4 4 I I �..:J � _ � O WALL® - - I I J- - Q Lt_ 6ARA6E l 1 _ !i I I 4 v I I I a CO"a �:- COLUMN 6 Ln BEYOND . 1 j COVERED II COVERED :. coV� Vii- !I PORGi BEYOND FRDPTT PORCH O L T J I I BEYOPD i I �-II -I I BEYOND z 1 11111 If III fill 1 11111 1 1 111 11I I I I y._� _= , FIN. f5T FLOOR _ �� 1 IN. IST FLOOR FIN. IST FL -I_; FIN. 15T FLoolJ ELEV= O " —• — — Fa EI/- 0'-0ELEI/- O — — — ELEV- O w I I 1.4 AZEK TRIM Ix4 AZEK I GOL"a CO 13 TV ( ( I b I I I I HOUR RATED EXTERIOR I FIRST FLOOR LINE FRONT PORCH BEYOND I ( I I Fpl I I I BEARINC7 HALL , I I I I A55EMBLY- 5EE DETAIL: e I AI I I O I I I I I I I I i i I 4 I I I i I I I I I I I W UNFM.BSMiFLOOR - - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - - - - - - - - - - — — — UNFIN.BSMTFLOOR � — — —I— - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — � ` — — — — — —I�— — — �I— —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m � V El TYPICAL PORCH SLAB •4'P.G.5LAB(MIN.3500 P51 GONG) -R 1 C HT 51 DE ELEVATION LEFT 51 DE ELEVATION (BREEZEWAY 51 DE) REINFORCED WITH % IT Wl^IM. ^J 'TAMP d FILL TO 95;G DENSITY w 3/16" = I'-0" I'-0' UNIT 89 UNIT 89 l BREEZEWAY SECTION < Al . l ' U MODEL Al (HOLLY) MODEL Al (HOLLY) w w 0O 0 ROSES TO ALI6N RIDGES TO AL16N 4 R106E VENT RIDGE VENT 12 12 "`� HORIZONTAL 5101% SS 12 12 HARDIPLANK HARDIPLANK GUTTERS 4 LFADI3L5 9 ---- 55 HORIZONTAL 51DIN6 9 ALL 6UTTER5 E LEADERS SHALL BE BAKED a _� 12 Iii t b5 F- N N 7 N 7 WHITE ALUMINIM.032'MIN.GAUGE,6UTTERS SHALL BE 5'SEAMLESS,0.6.STYLE W/ALL �-- _, t 85 12 RELATED E REGUIRED AGGE550RIE5. LEADERS _' 9"° 1-` RIDGE VENT cq SHALL BE KR 2'x3',ART'6AU6E W/CLIPS t 10" ROSE N M CO N ANCHORS. CAULK E 5EAL ALL JOINTS. PITCH GUTTERS MIN.V8'IFT.PROVIDE P.V.G. RID6E VENTr.bT - - ` F: - RE6EPTORS 8'ABOVE 6RADE TO RECEIVE +--"- - - dl' LEADERS(GLO`.�ED GAP I7C516N). 12 ,-M - 1 --�_� CLERESTORY -* 1.2 � GLEREST ��� T WALL BEY �_��� 12 BEDROOM#3 BEYO D - - -"` 12 WALL BEYOND .��- _ I 12 COVERED - — �, t 10 T - PORCH BEYOND 0 0 0 0 0 0 e - OR - - ;_ 1 Ix8 FASCIA BD. - BRKFST PL HT _-=- BEDROOM#2 PL HT MSTR BR PL OR Ile OH. GARAGE PL HT _ n OR FRIEZEEZEBD. .,-_ OH. ]-- I 1 II I ~ II MASTER BEDROOM I I I I WALL BEYOND I I 4 Q GARAGE o I I GOIaJr M 6 — W Q I I 4 I I WA 0 4 I I I Ll GOLUhAI 6 COVERED I I Q '-T y•_ BEYOND U Q 1� L- 4 COLUMN a covEREID _y? k .�-�--r�I-,�_-�-,_. �1- FRONT PORCH BEYOND � I 1 COVERED � PORCH BEYOND I I I 11 ` � � T� I � '1 I I PORCH BEYOND 0- � 1 .11.11 11IIII III ] III I - i-l- 1('i 777 _ I i UJI O U 1 I !.J ..'. �,- l- -1:1-1,. FIN. 15T FLOOR FIN. IST FLOOR IL I� ' I i FIN. IST FL > ~� U Lii FIN. IST FLOOR 11111 lu'll LLU ELEY= O'-0" uj ELEV= O'-0" ELEV= O'-0" rlr—ELr=V= O'-0' W — — — — — — — — I 0 U o Ix4 AZEK TRIM—7— I I I I Ix4 AZEK TRIM I I ` — I (D C3 ( � a CO✓� I I I I I HOUR RATED EXTERIOR I I I b w r T 1 0 FRONT PORCH BEYOND I I I I BEARING HALL I I I FDI F N I I I I I 4 o I a l ( A55EMBLY- 5EE DETAIL: AI3 I I ( ❑ F� w I I I I � I I I I I 020 NY5RG-62421.18(50,b) w VENTING 5Y5TEM TERMINATION LOCATION: u) I I I I I I I i I 1 I THE�OF�MOUM�D OR�IA��AN w w I I I I I ICD _ UNFIK 954T FLOOR UPFIN.B5MT FLOOR_ — — LOCATED AT LEAST b'FRAM ANY AIR OPENING INTO A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - -I - - 1 - - - - - - WLDI%,APDaUANAPPLIANGEWITH ANIPUTOVER 10,000 � m ER HOW - - - - - D- - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - � �I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - � BTUPLLEDWITHAgICHER50pO0B1UPf3tH0UAWZ,ANE INSTALLS WITH A 9 INCH VENT TERMINATION CLEARANCE,AND fij AN APPLIANCE WITH AN I,RIT OVER 50OW BTU PER HOUR z Q 5HALL HAVE AT LEAST A 12 INCH VENT TERMINATION p C] 0 CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATEDI AT LEAST 12'ABOVE 6RADE. (� ......... W I C HT 51 DE ELEVATION BREEZEWAY 51DE) 0 e- G�s¢oB LEFT 51D� ELEVATION ( 2020 NY58C 8312.2.11 �� p "- IN DWELLIN6 UNIT5,WHERE THE TOP OF THE SILL OF AN �y��y/m _ 3 b = I'-0 I-0OPERA13LE WINDOW OPENM IS ABOVE THE FINISHED FLOOR AND 66�TER THTHAN�i2.2,BOVE � n THE FIN19HED 6RADE OR OITFER SURFACE BELOW ON THE W r® Z -{ EXTERIOR OF THE BUILDING;,THE OPERABLE WINDOW SHALL = � ; UNIT 9 0 UNIT 9 0 cOMPI Y WITH T ONE IL THE II`AL.LOWIN6: ` 'OP@IM65 THAT WILL NOT ALLOW A 4 MGH DIAMETER SPHERE (n '• �� `��<,x�J � , TO PASS THROU6H THE OPENING M ITS LARGEST OPENED FALL PR OMON DEVICES THAT COMPLY WITH ASTM F 2090 L Al (HOLLY) MODEL Al (HOLLY) �5f„�. �8,0MODE (TPS WINDOW OPENING CONTROL.DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE At.L.OWIN6 THE WINDOW TO ..... . .. ..... .... RUY OPEN'SHALL'NOT REJD U THE PET CLEAR OPENIN5 J NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 5.l SWARE FEET. M . 2016023 UNITS 8 9 (MODEL Al ) & DUET CLUSTER = SHEET NUMBER 9 0 (MODEL Al ) ELEVATIONS F'LAI Iw 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Z c , W E 0 U U r A G G A Q 4--) U AI-b AI-b AI-b AI-b 0 j v 52'-2' I6'-0" 57-2. _Q o 4-d u)NG EQU DIRECT VENT HEATIUIP. 0 V >N t2'-b' Iy�• a'�" 14'-8" I 14'-8' 9'6" 15'b" 12'-b' APPLIANCE CLEARANCE APPLIANGE5 N>:SHALL 13E INSTALLED WITH THE �- rn DIRECT VENT HEATING EGIAF- AI.I CLEARANCES FROM UNPROTECTED U) -� m Z - APPLIANCE C FARAWX APPLIANCES C0MMTRE MATERIALS A5 Z 0 - 3 cu SHALL BE INSTALLED WITH THE INDICATED ON THE APPLIANCE LAM Q X c M COMBUSTIBLE MATERIALS AS LINE OF REAR GREEK INSTALLATION MTf�UGT10N5. V (D y L '- CLEARANCES FROM URF RCTED AND IN THE MANUFACnIRERS INDICATED ON THE APPLIANCE LAM b WAIL 0 UNIT a0 = r'- °O AND IN THE MANA=AGTURERS 1'0' 1'-0' ❑ t J M INSTALLATION IN5TRUGTION5. 2` FDI i_2` N M LINE OF REAR GIS Li.. WALL O INT a0 '^ �;J 2 d 4'4'MD. 5'-2' 5'-2' 4'-4•M.O. 2 FDI o o z HDI HID _ _ = TYPICAL PORCH SLAB m I dJ •4'PL.SLAB MILL 3500 P51 LONG) p RHNFOWE?W"bxb, KKKAO WW2 � - •TAMP!Ful TO qs%DENSITY . FDI ;� � FDI 10` 15'-10" 8` HD O I g IV o (I 2x12 FLOOR J015 `V - _ = - - _ •---- - - _ ~ 8 m ED z TYPICAL PORCH SLAB ° (�2X10 P.T. I 111-311, •4'PL.SLAB Mui 3500 P51 CAN,) - - - Q 4'WIDE JOIST 2 ` REWORCM WITH 6x6,10/10 WWM. p5FAT.TD.SEAT II 2'x 10' m 10" - 13'-0" 10' WINDOW • MP t HLL TO�6%DENSITYOf ELEV=(-)I'-* SLAB SEAT 2x12 013 OOR JOISTS HD o OHO 11 8 15'l0' 1'O` 10'-8' IO" 0 --Ib*OL. = _ - n Ln 12 FLOOR J015T5 Q 4'WIDE J06T SEAT. PROVIDE FRESH - - - _ _ _ rl � I 4 TD.SEAT EL.EV=(-P-1}' (2)2X10 P.T� �t 0 Ib'OL. 0PER COINTAKE TDOE NECH IP Q IIIEDIFDI 10" 13JOIST z L '-0' 10'm o HD2'x 10' 4 TIDE.SEAT ❑ALL EXPOSED HOT WATER I 2x12®(FLOOR JOISTS - _ - " SLAB SEAT HEV=(-)I'-I?PIPING d p1��5 4 p ( �' I TYP.BEAM POCKET WRAP EN05 ofIN��tAATPD A5 I I GDR W/ALUMINJM AT POCKET OR DE FRESH AIRFDI — J I PROVIDE 1/2'AIR SPACE ALL SIDES 4'WIDE JOIST SEAT. o INT TO MEGH EG1APCSE IT'-4' rI a'$' I 1 13'-0° 10` 7FOII� TD.SEAT ELEV=(-)I'-I? 4 I I _ = CODE -rJ I PoI)-xI - I ( 4 4 ALL HOT wATaz "" i II L J I I I J TYP.BEAM POCKET WRAP ENDS OF I - 1 I 4 I PIP( t DUCTS TO BE PRrnnDE' I/2°IAAIRSPAC Amu. OR I I I I I 4 rm GODS. ► 2x12 ooR Jol Ts - I 2x12 FLOOR JOISTS I I I \ / ,�I2 FLOOR JOISTS I ( 2xi2 FLOOR JOISTSWR IN51A.A A5 PER LOCAL �j Ib'OL. I 01b'OL. 4 J 114 a Ib'OL. I� (� 0 Ib'OL. ry Io• r-,,. I I L / _ II P� ( ,✓ L La I— I / \ I I . 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A Ar l'I t I 1/ 1 i, 1 1 > 1 + ` BEARING WALL ,� A55EMBLY- SEE DETAIL: A3 r--- ' l FIRE SIDE —1 m UNIT 9 0 UNIT 8 9 HORIZONTAL SECTION o o Q Z MODEL Al (HOLLY) MODEL Al (HOLLY) U) I.WOOD STUDS-NOM 213Y 4 IN.STAGED Ib IN.Or,WITH TWO 213Y 4 IN.TOP AND ONE 2 B1(4 IN.BOTTOM PLATES.STIRS W F� u LATERALLY-BRAGS BY WOOD STRUCTURAL PANEL SFDATHIN6(ITEM 5).WHEN MINERAL AND Fl1BER BOARD5•OTEM 5A)ARE v CONSIDERED A5 BRAGIN5 FOR THE STUDS,THE LOAD S RESTRICTED TO 16%OF ALLOWABLE MIA.LOAD.WALL5 EFFECTIVELY FIRE FIRST FLOOR PLAN FIRST FLOOR PLAN STOnSUMBOIRDS-PPED AT TOP AND NYCLIOIFIED ❑ 2 6N'P511hT BOAiRD'-ANY CLASSIFIED 5/8 IN.THICK,4 FY WIDE,APPLIED VERTICALLY AFD NMILED TO STUDS AND BEARING PLATES 7 IN.OG NTH bO GEM•1ENT-COATED NAIL5,1-7/8 IN.LONG WITH V4 IN.DIAM HE". v •� 3/16"=1'-O" 3/16"=1'-O" w JONt15 H JOINT GohlPlVJI ADS-(NOT SHOWN)-WALLBOARD JOINT5 COVERED NTH TAPE AND JOINT COMPOUND.NAL HEADS GOVE�W J LIVING AREA= 1,670 5Q. FT. LIVING AREA= 1,670 SQ. FT. 4.BATTS AND 81.ANIQW: -MINIERAL FIBER OR 6LA56 F1138R INSULATION,3-5/b IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES 6ARA6E AREA= 486 50. FT. 6ARA6E AREA= 486 50. FT. BETNIN STUDS AND PLATES.MINERAL FIBER MSUI.ATION TO BE UNEAGED AND TO HAVE A MIN]DENSITY OF 3 PGF.6LA55 F15M } GOVERED PORCH AREA= 256 5Q. FT. COVERED PORCH AREA= 256 5Q. FT. i�1T�TROT F)AGED H ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DEJSITY OF 0.9 PGF(MM R-13 THERMAL K m 5.WOOD 57RUGTURAL PANEL SWAMW-MIN lAb IN.DFA A 4 FT NDE WOOD STRUCTURAL PALS,MIN 6RADE'CTD'OR'SFFATHI%'. Q W INSTALLED WITH LONG DIM EN51ON OF SHAT(5TREJ6TH AX15)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPRDICUAR TO Z Q STUDS.VERTICAL JOINT5 CENTERED ON 57UD5.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IIN.WOOD BLOCKING.ATTACHED TO (� Q STU D5 ON EXTERIOR SIDE OF WALL WITH bD CE1�NT COATED BOX NAILS SPACED b M.Or,AT FERIM I TER OF PANS AND 12 IDL Or, - ALON6 INTERIOR STUDS. W G\rJ` ,... . 6.EXMWR FACM-INSTA LIED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLOWING �Ci C EXTERIOR FAGIN65 15 TO BE APPLIED OVER THE 5FEATHIN6: ti G.WOOD STRUCTURAL PAIS-OR LAP SIDING-APA RATED SIDIW EXTERIOR,PLYWOOD,058 OR COMPOSITE PAE5 WITH VBE_R U FACES AND STRUGTUR41_WOOD CORE PER PS I OR APA STANDARD PRP-108,INGLIIDN5 TEXTURED,ROU6H SAWN,MEDIUM DENSITY Y BRUSHED,6ROOVED AND LAP SIDIN6. Q e"', �t Z n W 2020 NY5RG-83122.1 o z -i IN DN31-IN5 UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW OPENING 15 �' LOCATED LE55 THAN 24'ABOVE THE FINISHED FLooR AND GREATER THAN 72•ABOVE TIE NOTE: WOOD SPECIFIED IN UL�RATED DESIGNS ARE MINIMUM SIZES.LA�R6)=R DINENSIONAL � _ ah OPERABLE GRADE OR OTHER SURFACE BELOW ON 11E EXTERIOR OF THE BUIlDIN6,11� STUD' GAN BE 5UB5TInM D. OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: U O2.' ��N65 THILL HAT OPIENED mINCHNC DIAMETHR SPHERE TO PA-%TMR0U9H THE NOTE: UL#356 15 IN COMPLIANCE WITH FIRE=RE515TIVE�RATIN65- AN51NL 263 A5 PERIM2 U p� 3810 MULTIPLE LVL 61RDER GONNEGTION5_ +FALL PREVB4TION DEVICES THAT COMPLY NTH A5TM F 2040 ^ `' FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT M WINDOW OPRIIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL ❑ 'V�W-`O' TOC-ETHER W/ 1/2" BOLTS ® 2'-0° O.G.,2" MIN, DEWIGE AL.LONN6 THE WINDOW TO FULLY OPEN,SHIM NOT REDUCE THE NAT CLEAR ONE HOUR RATED EXTERIOR l FROM TOP d BOTTOM, 8 MIN.4" FROM ENDS OPENIN6 AREA OF THE WINDOW MIT TO LESS THAN 53 SQUARE FST. WALL RESISTIVE ASSEMBLY JOB NUMBER - �. A- 3- . .0 R 2020 NY5RG-624276",b) 2016023 NOTE: 6ENERAL CONTRACTORS AND SUBGONTRAGTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: (q E = T FAN: REVIEW THESE CON5TRUGTION DOW-ENT5 UPON RECEIPT -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN,R-8 2020 NYSEGGG SECTION R 402.4.12: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT Q SHEET NUMBER NOTE ti■: - PROVIDE SPRAY NOTE: � HD= HOLD DOWN 50 CFM INTERMITMIT OR AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOULD ESE MIN.R-6. AN APPROVED HERS RATER TO UNITS 89 (MODEL Al ) & DUET CLUSTER ® 20 CFM GONTiNXxY FROM ARCHITECT AND REPORT ANY AND ALL OF 10;000 BTU PER FLOUR(3KY41 OR LESS SHALL 13E LOCATED AT LEAST = +AL DRYERS To BE VENTED FOAM INSULATION IN per,• WINDOWS SHALL BE 5TAIR MANUFACTURER TO DE516N 5TAIR5 TO DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS, -5EALIN6 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIANCE WITH a TO OUTSIDE AR PER CODE MEET ALL APPLICABLE CODES AND TO -JOINT5,5EAM5,AND CONNEGTIONS SHALL COMPLY WITH SECTION M-1601.4 LEAKA6E AND COMBUSTION SAFETY AN IWUT OVER 10000 BTU PER HOUR BUT NOT OVER 50000 BTU PM •ALL WASHER TO BE GARAGE CEILING® ANDERSEN 200 SERIES IMMEDIATELY TO ARCHITECT FOR GORREGOT AND SHALL BE INSTALLED WITH A q INCH VENT BTU PER HO 5HAL NIDE g 0 (MODEL Al ) FIRST FLOOR PLAN z PROVIDED NTH 13E PANS LOCATION OF REPORT ANY D15GREPANGIE5 AND CONFLICTS CO2 OF THE 2015 IRC. TE5TIN6 AND PROVIDE A WITTEN ® CARBON MONOXIDE MEASURES PRIOR 1 GONSTRUG710N.DO NOT SCALE _DUGT5 SHALL BE PRESSURED TESTED TO DETERMINE AIR LEAKA6E BY REPORT OF THE RESULTS AND A APPLIANCE WITH T INPUT OVER LEARA GE. HE FIOIIR SHAL HAVE CD BEDROOM ABOVE TO THE ARCHITECT PRIOR TO STAIR FABRICATION. O� DETECTOR DRAWINGS.DIMEN510N5 SHALL BE CALCULATED AND AT LEAST A 12 INCH VENT TERMINATION GI.EARANGE.THE BOTTOM OF THE � NEVER 5GALED UNLE55 OTHERWISE NOTED. ROU6H-IN TE5T AND A WRITTEN REPORT OF THE RESULT5 5HALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' W �v 94OKE DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE GORE OFFICIAL. ABOVE 6RADE• COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W Z W E �i AI-b AI-b AI-b AI-b v 01 52'2' 52'-2" O fn U •• t J cr- ,�--, i- N} 12'-2' a)— Z V O L a� 0 M U Q cco C) � 4 U Lr) � 5'-II' S'-II' -II" ❑ .-. II'-0'PL.HT. r�/ m V — — — — — — — — — — — — — � I HOUR RATED EXTERIOR BEARIN6 WALLI II'-0'PL HT. A55EMBLY-5EE DETAIL: @) I n'-0•PL.Hr. I I I o I I I O C) II'-0'PL.HT. I I Z) I I ( II'-0'PL HT. 3&52 OH I Y 1 z ii I III _ a _ I O (2Y1'Xb' I II'-0'PL.HT. I ' ^ III I II I q'-0'PL.HT. — — — — — — — AI.I DN 1 O lJ J �_ F- GI®Ib•OG. I - III III O L� I i 4 2'-0• 14- ftb' — — — — — — — II I III w r--� �+ q' 'CEILRJ6 Q ( 1 I b q'-0'PL.HT. -0 r— BEDROOM #3 ry °H' I I I IA 2xb We Ib'6G. I i�l—il I I k,,, 5'-4"X 4. b � I 1 1 i t I 4 - - � - - __ — =JJ 1 1 4 I 5-4' I--b' b' � 111-01 I 4' 2 Q II I I I I I aeCEILW ® sn i i t oH. i i BEDROOM 3 J5�41 I I I I'b' b 5'-4'I I I I XI I I I IL-1—II I w � w I I I m - - - — — — — 1 1 I � ®3e'HIGH 1 1 I �RAILa1� I—L — � - - - - - - -- — �_ r - - - - � I ry r �I— � L I I ❑ w 0 - - - -I- - - -1 8 „ � 12'-l0• � b• LLQ � - - - - - - m O �J�J DN 148 q'-0�c i I I u'-0•PL.HT. C — o SIP® RAILIN6 r , q'-0' I IN6 — — — 12'-10' �—�o ATi I ®� I— I I I q'-o•GEIUN6 — — — — –I.-; _ �— —_— J I H 4' a'-Io• 4 b° I L = III-01 PL.K. I / LOFT 148 ON L = jL — — — -1d UPPER GREAT — — — - — I I— —I I I I ( ��?� c~i) - - - ROOM ,� ` q I I I I 1 L— - - q'-0• u N J II I) I Z U \ r I I � _ _—�J I I I�— —�1 ® BAT Lu F INT BR6 PRTN/ �� I L — — — J I fl b" — Q`� b'-10 —ti 4' UPPER GREAT V II I_ I - - - -I I �, ; ROOM - - - -IL _ -A I O - 4' q,�. ( I \ LAY °a I 4'I I 4'-b" b" z v III-0" 'z I 2'-b' I I I I �w O � — I I'-0'PL.HT. ( I I I LL o INT BR6 PRTN 11 11 III - - - - - - -- - - —►-1 I 1 1 I IS coNn III I I Roof BREAK® I ElI \ I I L — 5Y4k 14'LVL GIRDER 1 CLERESTORY WALL I I I I 1-4' 4". 2'b" I II'-0" 4'-b' 114' I II'-0'PL.HT. 17—B I I ROOF EWAK14 1 B (3)3040 DH I I 11 I I I I — - - - - - 11 i t AI b GLERE5TORYIrL I AI b 9 M-10•HD HT i I I ❑ r, ROOF BREAK a 11 — — — — — —— — — I GLERE5TORY WALL I I I I SYk 'LVL 6IRD62 U IL I I n n_ � I I I CI N co N < M o m M c6 3040 VH -- — zz — — — — — — — — — — — — I I q'-0'PL HT. i I I I o n1-IO'HD HT AI b I CLEI2t srZ WALL AI b I I I I II � I I � II I1 II I �—L_ —J — - - - - - - - — - - - - - - - - - - - — — —I '' q-0PL.HT. j I I 1I I - - - - - - - - - - - — 1 III II II — — L� z Z Z Z Z Z 0 0 0 0 U) � C � ii li >W w> >W W> W> >W 11 II w Xw � " of 0 0 z W ALI � U W 0 n'4" 12'0• 12'2" 12'-a' 12'-b' 12'2• 12'-0' n'-4° m W O w Y 54'-2' 54'-2' w0 w LLI � U D z ►--� A G G A U o AI b AI-b AI-b AI b W ^ �� 0 [^] v ❑ O = UNIT 90 UNIT 89 Lij U } wm MODEL Al (HOLLY) MODEL Al (HOLLY) Z `�' 0 O o.... o U) Z75 ........ SECOND FLOOR PLAN SECOND FLOOR PLAN 0 �C,\ST E Ep,q 3/16"=1'-0" LIVING AREA= 32q 50. FT. 3/16"=1'-0° LIVING AREA= 32q 50. FT. �' Q RR;�cy��� TOTAL LIVING AREA TOTAL LIVING AREA W `'° �° Z " SEE ROOF PLAN FOR ALL STRUCTURAL FRAMING INFORMATION 17999 S Q. FT. 11999 S Q FT. ❑ p Bio � �- o I HOUR RATED EXTERIOR BEARI16 HALL ASSEMBLY- SEE DETAIL: e JO BER 2020 2020 NY5RG-83122.1 w 0 16023 NOTE IN DMELUN6 UMTS,VSE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN615 LOCATED LESS THAN ENGINEERED J015T EF =EXRA1 T FAN: 6ENERAL GONTRAGTOP5 AND 5UBGONTRACTOR5 TO ONE CARBON MONOXIDE ALARM IN NEW 24'ABOVE THE FINISHED FLOOR AND 6REATER THAN 12'ABOVE THE FINISHED 6RADE OR OTHER 5URFACE Cl) SHEET NUMBER " 50 GGFM INTERMITTENT OR REVIEW THE5E CONSTRUCTION DOCUNENT5 UPON RECEIPT �AND�-FAMILY DWELLIN66, UNITS 89 (MODEL Al ) & DUET CLUSTER SHALL NOT BE GUT, NOTE 'S: HD= HOLD DOWN MULTIPLE LVL 61RDER GONNEGTION5: TOWNHOUSE5 AND DNE.LIN6 UNITS IN FO TIE EXTERIOR OF THE BUILDING,TIE OPERABLE WNDOW SHALL COMPLY WTIH ONE of TFE _ NOTE: ® 20 GFFI GortrlNuous FROM ARCHITECT AND REPORT ANY AND ALL FOLLOWIN6� NOTCHED AND HOLES IR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT 6ROUP R-2 MLVIN65(CONDOS i 11 ALL WINDOHS SHALL$E DISCREPANCIES INCLUDING ANY DIMENSIONAL CONFLICTS, ��)ANO UNITS OFFERED FOR SAM 'OPENINf{�THAT HILL NOT ALLOW A 4 INCH DIAMETL-R SPFERE TO PP55 THROUGH TW OPENING IN 1T5 BORED�`u-� ALL APPLICABLE GODE5 AND TO ' R6E5T OPENED P051TIM z ANDERSEN 200 SERIES To6ETHER wr I/2 BOLTS® 2-0 O.G.,2 MIN, CO2®2 CARBON MONO,OVE IMMEDI E5 P TO ARCHITECT FOR CORRECTIVE B THE IMMEDIATE VICINITY OF .FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 90 (MODEL Al ) SECOND FLOOR PLAN SPEGIFIEL>BY THE REPORT ANY DISGREPENGIES AND CONFLICTS Q=TEMPERED FROM TOP d BOTTOM, 4 MIN.4" FROM ENDS DETECTOR MEASURES PRIOR TO CONSTRUCTION.DO NOT SCALE A ME{.ENDOW OPENING CONTROL DEVICE AFTER OPERATION TO RE.EP5E THE CONTROL DEVICE ALLOWIN6 MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. GLAZING DRAWIN65.DIMEN5ION5 SHALL BE CALCULATED AND TIE NWOW TO FULLY OPEN,SHALL NOT REDUCE TTE NET CLEAR OPENING AREA OF TFE HNDOW UNIT TO W A4 GORE %SMOKE DETEGTOR NEVER 5GALED UNLESS OTHERWI5E NOTED. LESS THAN 53 5OUARE FEET. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- Z C) W E U N O 4--d3 o V 0- Z ^ ' :E cLi F- 4d 05 U .4.r r •r1 U > rn N} U W Z - z (� N.s N L CLU)•- rn A G G A O Q tL rMi Alii AI bAI b AI-b V _ oc� ❑ U coM LL M 0 t R-8'HIP WIDTH Ib'-2'FA50A WIDTH Ib'-2'FA5GIA WIDTH 19'-8'HIP WIDTH f n V 2 II'-0'PL.HT. I IL 4 AI.1 — - - - - - - - - - - - r�r AL16N FAGIA5 II'-0'PL.HT. " I z �SGo ® ry 14 O I HOUR RATED EXTERIOR II'-01 PL HT. A1-5 I , b rye I BEARING WALL 1 �— — — — — — — — — — — — — r=1r U q I '}b N ry+'� 1 A55EMBLY-5EE DETAIL: e L �?� L JI ALIGN FAGIAS w ry , I�. 11'-0'PL HT. I Q'� I i O I Z 4$ I F o ��e I AI-5 II'-0'PL.HT. V III-01 PL.HT. 'p I `v •yry I Q$ — I o u !� 12 12 - - == - - - = = =�- -� u'-O"PL.Hr. T-0'PL.HT. p.0• I (- - � y�� w 0 Ib or- 2x10'RR® ry O Q z .:. r II o a -I I I P - 11'-0"PL.HT. ❑ N .. N tiA �® 1�e � ® ry — -- — — - - N — — — — — N I I I I 12 12 121 112 a F\ I OH. ,e o I _ ]11 A 1 O _ ry I � 2x �Ib oG. 2x10 RR® 2xa'RR 2xa"RR I I ® N �a IIII I ti ,e . - 0 16 OG. ® � � .o x III ro N r - - x 12 I I == N 12 IF 11-01 I �zy t 135 �:135 �T I I I OH. r o• ASPIws ROOF 51IHBi f5 (3)2k10• 61PDER I ( r b• I I 3+ OH. I /� I '% 2xa•RR 2xa"RR tD r r T -II I ► I I I I :r (3)2X4 POST I a V ' I I I I ® ®1b OG. I I II W a w PLYWOOD SWAMI% I UNDER HIP 61FOER N L _ /JJ I I �� 12 12 - I I�I X11 � L J �G�t1 I� I I I I y,A :135 :135 \+ I I 5#ROOFMS FB-T PAPS / L - ^ ® Imo' I I (3)2ki0' GIRDER Ste' I I m r / r I i 2x12'RR 0 Ib OG. R106-C-5 TO 16N GRIG OOF — — — / I I I / p I n (3)2X4 POST ;° L'y I I I I I ❑ �/ NSTAU ICE a ruT>�sIIELD Fm / ROOF FRA N9 I x V I UNDER HIP 61RDER M NTAM PPDMTTWARRAM. / I I I I I N I I L O N I� II O CARRY Dow+FROM of FASOIA / I ` -� - -12- - — 2X12 R106E BM W VENT II �/ r =__ I I 1 y� ® �` J ry I ( I IIIII 1 MM 4•TYPICAL 2x1 RR®Ib or,. ( L -L - J 0.40 ALIM"DRFED.E I —I 1-12 —� — — I ^ ��� I —— I I II GRI ROOF RI TO AL16N 2x12 RR 0 Ib 0G. / L — — —Imo.=� — — I RID6E5 ALIGN / I IP-0•PL.HT. N I 6ALV.00WT01t�i c = T(� \ AE EACH soFFlr BEAM — I I C _ _ I I I r =_,-- 1 12X12 R106E 13M W/VENT Q — — T= I— — — — — --I I I Iv�xlo RR� or,. — — I- — 2-} I— RI AL16N II — --:p240 ' ���- - - I Imo- U u'-0•PL.HT. I — — -� - - - II "L �� I APPLY ICE E MATER SHIED M ,:::::\:::;:...:'f; >':.;;: I b a r-r �'- I I — I � I I O �pI p FAIR WEATHER II :"_.�:.._, ..,<_ OH. I I � L OH. ����. �� — — — J I I �O� :::...:.....:..... N ... :..::...:.::...::....... .- „M AIR ROOF DTZK AID l I I I — - - - �L= , M3•BRAW ARE AT I x TEPFERAMZE5 OF 40'F(S•G10R PRE55UF�TREATEa 50FFR 2L_ — — — �- —� I. ....:;..:. HI6F�2. ®1b — — I _ '� r-2'PL.HT. I q o I — FRAWN6 >; ..:->:;;..:yt, I I I I I I FASCIA BOARD �•AZA 50FRT -:.fii:;: I i 1 Y I I I BOARD w r�«+> I ..."I I IIII € I — — — " b' I .:::;;:;:..;`�`.:;:::. l.. II VBtT1N6DRVT3ffED { I I I I I I _ L — — — — " I OR .. t # x VMYL SOFFIT I I I I I I I I :.::.j2:: ' 'Y _ _ — J ::':' " " — N - I I (2J 2•x10•WORM ROOF BRP�K I I I ( I ( I I I ROOF BREAK I I I I T-2'PL.HT. OH. I - - L I I DETAIL l I12 - B IL.1 13 I I:. ...:. _:`';:.':: I I IIII I b II NOT TO SCBEAI b I I 2x12 RR®ib oG. 2x12•RR®Ib I I 1-0' AI-b 12'-0'DORMER WIDTH 2'-i' I I I r L I ROOF BREAK I I I I I I I I Roo'BREAK 1 D N M N A- 5 W-O"PL.HT. -0"PL 1—�-, OH. ry - (2)2•x10'PT GIRDER - JI - - - N OH. L_ _ _ JL J I a ® 12 ,� I I L I TYPICAL ROOFING: - - - - - - - - -1 M �- _ ' - I 12 12 I I Q I ( I I I I z k6 • 121 ARCHITEGTURAL.5HIN6LE5 T r - -r Q-a I I 9'•0•PL HT.AFF. I I I I 4 AI-b I 1 RR®16 or-, 2xlr RR®I oc. AI b II/2 tPTYHOODD LAYYME N6 4 L J - - - - - - - - - - L J ALI6N FACIA5 I I 1'-0" I I I I 6'(R-Iv BATTS OF{_ AL16N FAGIAS I I 2'6' 12'-0'DORMER WIDTH II I'-0' 11 N OH. I �--II -0'PL.HT. 11'-0'PL.HT. coNTlNuouS A&T/E 4 I I 12 E 12 ® v L - IL �I 2x10 RR®Ib oG. 2x10'RR®Ib oG. I I I I 12 A 712 - 2k 12'CBL J015T5 I'O" I I I _ _ _ 2X12 P.T.GIRDER BELOW _ T - - 7 ®�• �' I I 9'-0•PL.HT. I'-0' I I �N ALIGN FACIAS — — — — — — — — — — J 4 O O O O O O 2k 10'ROOF RAFTERS o Ib'OG Q'-0•PL.HT. I I I OR I cV > > > > > > •DIA Lf�BaTS L = - _ _ _ _ _ _ _ - I 1 I 2x10'W®16 06. 2x10'RR 0 16 X. j I-0' 4 - - - - - - - - - - - - L _ _ _ _ _ MIN(b)PER COOECTION OF x 0 0 A 2x10'RR®I�OG► W-0'PL.HT. I I I OH o ROOF RAFTER t GEIL J015T 4 N (TOP t BOTTOM) I I I 9'-0"Ft.HT. J 9"(R-30)BATT5 - - o ]_ _ _ _ - - - - _ -� -- - H2-5A SIMPr.�ON CONNEGTOR5 o x10'RR 0 16 OG. x ® - EA ROOF RAFTER I q'(R-30)BATTS Q z W U 9'(R-30)BATTS+b'(R-lq)- A G I G A BATTS=GONBR•!ED IF M-AnoN AI-b AI-b AI.1 AI-b AI-b } VALUE OF(R-4') OJ m0 'GYP BOARD ON LLI Y W415 t CEILINS w = Q z U TYf'SIDING OVER GREAT ROOM TYVEK BUILDIN6 WRAP 0 O 4 2• 056�EXTERIOR ALLS R� UNIT 9 0 UNIT 8 9 2k b'EXTHRIOR WALLS w W b'(R-2U BATT IN5ULATION O SIDE VIEW MODEL Al ( MODEL Al (HOLLY) ❑ SOFFIT BELOW H2-5A SIMPSON C0NNEGTORS o 0 TE" ROOF PLAN ROOF PLAN 3/16"=1'-0" 3/16"=1'-0" Z w z U 0 (D D O u) W OR b'(R-21 STT NSULA on �N 9 Ro ERT 'Q� DIA LAC,BOLTS- MIN OLTr Q MIN(b)PER CONNECTION OF ROOF RAFTER t GEIL JOIST w Z (TOP t BOTTOM) 2k 12'GEIL J015T5 0 Ib'or, O 2'x 10'ROOF RAFTER ❑ 10 0 16,or, vv YO. NUM ER---- PLAN VIEW w2016023 6UTTER5 4 LEADERS Q SHEET NUMBER ALL 6ALh E, d LEADERS SHALL " BAKED WHITE ALUMINUM ALL UNITS 8 9 (MODEL Al ) & DUET CLUSTER MIN.GAUGE,C�IITTERS SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL INSTALL ICE AND WATER 5HIELD PER �- DETAIL OF ROOF RAFTERS TO 2 RELATED a REQUIRED ACGE55ORIE5. LEADER5 SHALL BE MIN. MANUFACTURE'S 5PECIFIGATION5 TO B,IILT�ANON z 2'x3',.027'GAUGE w CLIPS d ANGI•IORS. CAULK 4 SEAL.ALL MAINTAIN PRODUCT WARRANTY 9 0 (MODEL Al ) ROOF PLAN.HIGH CEILING JOIST CONNECTION JOINTS. PITCH 6UTTER5 MIN. 1/S'/FT.PROVIDE P.V.G.RECEPTORS v�Tors. A- 5 A 5 &"ABOVE GRADE TO RECEIVE LEA2ER5(CLOSED GAP DE516N). W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED