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Home My WebLink About45380-Z - Z' ��o�grlFFOlx 1 Town of Southold 6/29/2021 P.O.Box 1179 0 o .� 53095 Main Rd 4, �aOj,f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42124 Date: 6/29/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 82 Millstone Ln Unit 41, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-15 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. 45380 dated 10/27/2020 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 41) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0095 6/23/2021 ELECTRICAL CERTIFICATE NO. 45380 6/21/2021 PLUMBERS CERTIFICATION DATED 6/16/2021 All Suffolk Plumbing Contractors Inc. A t r ed �Tgnafure TOWN OF SOUTHOLD saFFnc,rc BUILDING DEPARTMENT V, 2 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#: 45380 Date: 10/27/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per SCHD & Planning approvals. (Unit# 41, B-1 model). At premises located at: 82 Millstone Ln Unit 41, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-15 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,704.80 CO -NEW DWELLING $50.00 Total: $1,754.80 q� "'-� B ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. '2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, 'Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. 'O 11(,,120 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: '32- W I G S qt)� House No. Street Ham Owner or Owners of Property:R.�PV1 r Dftv o n rnrn+ L- �. Suffolk County Tax Map No 1000, Section to I:CA Block (,Z Lot Subdivision K r-v s+Pp1J `°' ��_� Filed Ma Cordo _ -�-- P• n � Lot: , Q Permit No. "/ U Date of Permit. Applicant:_ 2i Health Dept. Approval: t`_ 9 1-7 'Underwriters Approval: Planning Board Approval: �ZU I-� Request for: Temporary Certificate Final Certificate: ch ck on Fee Submitted:$ ) 1 Ap licant ign tur CONSENT TO INSPECTION V- a the undersigned,do(es)hereby states Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the premises it e T w of Southold, located ,f— which is qhown and designated on the Suffolk County Tax Map as District 1000, Section 10;.,0 I Block_ ,Lot—0—/IT- . That the undersigned(has) (havey filed,or cause to be filed,an application in the Southold Town Buildii ing tor's O ice folr the f llowing; R ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: 1 ((o I Z fl r ia ( r?nt Vj� e) (Signa re) (Print Name) ®�AOF soUri®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.sox 1179 ® sean.devlin(a-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: 82 Millstone Ln Unit 41 city.Cutchogue st: NY zip: 11935 Building Permit#: 45380 Section: 102.1 Block- 2 Lot 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 36 Ceding Fixtures 24 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 5 Sconces 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 21 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 2 Transformer UC Lights 6' Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 1 Switches 33 4'LED Exit Fixtures Pump Other Equipment: Septic Disconnect, Fridge, Gas Oven, DW, Micro/Hood, W/D, 30 Circuit Panel - 24 Used Notes New House w/ Basement Inspector Signature: t� - Date: June 21, 2021 S.Devlin-Cert Electrical Compliance Form.xls OP Town Hall Annex 1�leoho 1 54375 Main Roar! � •w �a`r;,t �.: ` _��-?� t� �' ne(G5_)765-1302 O �, ,•a ;': ^''i f ' Fax(631)765-9502 Box 1179 41 x= ;,i=wi I z'i""' a� t; Southold,NY 11971.-0959 'i:• �� 4{CG' ;`'' `'' � �t�' �� Off;"� ��-�'�j ;t;• A f • ,I BUILDING DEP ARUVIENT Daze:___.... ..-�6-_ /_ �— : trig li�ti�. ;z lease Drii," {, Kbl�...� ?;moi i_f: SGIdc?'tiSCCi i's1 t110 4t'�tLt Sttpt�(,r S; steiT! C0_?i_i!r!S iCS; l?lil��)G G I jj121. -VS ig11a-1u e) S,t-vofil i.G be oJ:�,-me tills da o-F ANNAFIORITA Notary Public,State of New York Reg.No.01 FI6368364 Qualified in Suffolk County - --- — - -- - Commission Expires/ i— QP 25U OE SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 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 REMA!IKS: DATE INSPECTOR - # # TOWN OF SOUTHOLD BUILDING DEPT. ca765-1802 INSPECTION- [ ] UNDATION-1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE'& CHIMNEY " - [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION`[-[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 1 8 tiO7D INSPECTOR A4t NSiovic q so S 4 # TOWN OF SOUTHOLD BUILDING DEPT. co 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 ' INSPECTOR � o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC . ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 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: 16 A^ - YW� Q � Ni2 OkI m� wl V� Vel O� 6 2 U� -' �rt �c DATE A114 X INSPECTOR h� # TOWN OF SOUTHOLD BUILDING,DEPT.' 765-1602 INSPEC . ION [ ] UNDATION 1ST [ ROUGH PLBG. = [ FOUNDATION 2ND. [[7 INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION ='[ ] FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) [ ] CODE VIOLATION [ ] PRE O REMARKS: �G�-- <T � V✓tV- S rQA4 C DATE Y INSPECTOR t o�aUF SObTyo - # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 lNSPECTION [ ] FOUNDATION 1ST ' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - -[ �] SULATIIOWCAULKING [ ] FRAMING /STRAPPING- FINAL A [ ] FIREPLACE & CHIMNEY J- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ f ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS_: __ �- 'Ci � AA DATE U �� INSPECTOR laf SOGTyO� L� 3 a?,t-4 1 b,t rT t L # # TOWN OF SOUTHOLD BUILDING DEPT. �`ycootm e�` 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: 0 Xl� �`�' 4::::� X44 C4 - aAl�C DATE a _ INSPECTOR �� - GRCH ARCHITECTURE PC p 3750 EXPRESS ERNE SOUTH SUITE 202 1 ISLANDIA, NY 11749 r' W W W.GRCHARCHITECTURE.COM (681)864-3395 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#41— Permit#45380 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. qPren submitted, ��RED ARC, o5SRT% �<!/ 4r) ny,AIA, LEEDAPAl(P 9T��F NE�yO Home EnergyU rtiffito Property HERS 82 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2021-06-18 Rating Number: 82 Millstone Ln Registry ID: 285826818 Cutchogue, NY 11935 Estimated Annual Energy Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Use MMBtu Heating 48.8 $Cost Cost 41% General information Cooling 0.7 $47 2% Conditioned Area 3214 sq. ft. House Type Townhouse, end unit Hot Water 10.5 $193 7% Conditioned Volume 30910 cubic ft. Foundation Conditioned basement Lights/Appliances 21.9 $1300 50% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 81.9 $2624 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 72 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: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate 973 CFM50(1.89 ACH50) LDI Foundation Walls R-13.0 Method Blower door 973 CFM x 60 Min/Hr / 30910 Ft^3 = 1.89 ACH @ 50 Pa Hy-Grade Contractors Corp. : Lights and Appliance Features 1648 Locust Ave Unit E u 1i 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 rr Refrigerator(kWh/yr) 568 Clothes Dryer CEF 3.93 - Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REAR/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. - - Manual S Compliance Report Job: wrightsofta Date: June 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A LbcustAve,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingservices corn Project • • For 82 Millstone Lane Model B1 (Inkberry), Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB 83.0°F Sensible gain. 14365 Btuh Entering coil DB: 75.7°F Outdoor design WB. 71.0°F Latent gain- 2523 Btuh Entering coil WB 63.3°F Indoor design DB 75.0°F Total gain 16888 Btuh Indoor RH 50% Estimated airflow 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type- Split AC Manufacturer. Generic Model: SEER 16 Actual airflow 700 cfm Sensible capacity: 14700 Btuh 102%of load Latent capacity 6300 Btuh 250%of load Total capacity, 21000 Btuh 124%of load SHR 70% Heating Equipment Design Conditions Outdoor design DB 10 0°F Heat loss 29798 Btuh Entering coil DB: 63.3°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 700 cfm Output capacity 36800 Btuh 123%of load Temp. rise 0 °F Meets all requirements of ACCA Manual S. wrights®ftn 2021-Jun-18 14 57 Right-Buda®Universal 2018 18 0 32 RSU20066 Page e 1 ACCA mar Model B1 MAN JSD1Rimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Residential Plans Examiner RevormieFormw RPER 1 CCK. for - - • (Loads, • • - 14 Mar 09 ac�econ�mama 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 Ej No R OEM performance data(heating,cooling,blower) Yes Ej No R Building plan# Manual D Friction Rate Worksheet Yes [-] No F] Duct distribution sketch Yes E:] No F] Home address(Street or Lot#,Block,Subdivision) Model B1 (Inkberry), Entire House 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 of North,Fast,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 29798 Btuh Number of bedrooms 2 Conditioned floor area 3318 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/lb @50% RH Eave overhang depth 100 ft Sensible heat gain 16324 Btuh Internal shade none Latent heat gain 2867 Btuh Blinds,drapes,etc. Depth window Total heat gain 19190 Btuh Number of skylights 0 HVAC EQUIPMENT SELECTION41 Heating Equipment Data Cooling Equipment Data Blower Data E(uipment type- Gas furnace ETuipment type SplitAC Heating cfm 700 umace,Heat pump,Boiler,etc, it Conditioner,Heat pump,etc. Cooling cfm 700 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT .• Design airflow 700 cfm Longest supply duct 200 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 171 It Trunk duct Sheet metal Total device pressure losses -0,6 in H2O Total effective length(TEL): 371 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal Friction Rate=ASP (TF1x 100) declare the load calculation,eclu 1pmQnt,,-•u 1'pment - • a duct design were rigorously performed based on - build ing plan listed above. I Understand the cla ims made on these forms will be su bject to review,and verif ication. Contractor's printed name. Contractor's signature- Date Reserved for County,Town Municipality orAuthority,having jurisdiction use. 'Home qualifies for MJ 1AE Form based on Abridged Edition Checklist WPighttsotft` Right-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: en�right�®fit` Date: June 18th 2021 Entire House By. Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r delfino@energytestingservices com ® • For Model B1 (Inkberry), Cutchogue, NY 11935 Des, Jgri ® • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/983 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Cod AHRI ref Efficiency 92 AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 'F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0 027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bed 2 205 1594 1311 43 66 Bath 2 47 0 0 0 0 Laundry 46 310 524 8 26 Lav 27 287 31 8 2 Stair 2 43 307 51 8 3 M bath 109 1805 538 48 27 M bed 417 5429 2576 145 130 CL 10 0 0 0 0 Foyer 75 1020 323 27 16 Mud 44 436 140 12 7 Kitchen 145 219 1676 6 85 Breakfast 95 1585 1833 42 92 Living 216 4332 2478 115 125 Great room 180 1897 1614 51 81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsottt 2021-Jun-18 14 37 57 }�fi t• ate.' e. ,z d, Right-Suite@ Universal 2018 18 0 32 RSU20066 Page 1 ArCk mor Model B1 MAN JSD%Rimor Model Bt MAN JSD rup Calc=MJ8 Front Door faces W Stair 0 43 246 12 7 1 Bsmnt 1616 6787 768 181 39 Entire House 3318 26254 13876 700 700 Other equip loads 3544 489 Equip. @ 0.88 RSM 12641 Latent cooling 2523 TOTALS 3318 29798 15164 700 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed - wrightsoft- 2021-Jun-18 14 37 57 Right-Suite®Universal 2018 18 0 32 RSU20066 page 2 mor Model B1 MAN JSD\Rimor Model 131 MAN JSD rup Calc=MJ8 Front Door faces W Summar Pro ect Jab. -�- WrightSOft°' � y Date: June 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-2442627 Email rb delfino@energytestingservices corn Project • • For Model B1 (Inkberry), Cutchogue, NY 11935 Notes: DesignAnformation 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 26254 Btuh Structure 13876 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3544 Btuh Central vent(56 cfm) 489 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29798 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 12641 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /1 Pressure/AVF 50 Pa/983 cfm Structure 1376 Btuh Ducts 0 Btuh Central vent(56 cfm) 1147 Btuh Heating Cooling Outside air Area(ft2) 3318 3318 Equipment latent load 2523 Btuh Volume(ft') 19660 19660 Air changes/hour 025 0.11 Equipment Total Load (Sen+Lat) 15164 Btuh Equiv.AVF(cfm) 83 38 Req.total capacity at 0 70 SH R 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Cod AHRI ref Efficiency 92 AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 48 °F Total cooling 21000 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 In H2O Static pressure 060 in H2O Space thermostat Load sensible heat ratio 085 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2021-Jun-18 14 37 57 ••� Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ACC, mor Model B1 MAN JSD%Rimor Model B1 MAN JSD rup Calc=MJB Front Door faces W N Level 2 &150 cfm 111 cfm K79 cfm Living Breakfast Bed 2 adiab K98 cfm Great room KAchen �7 3 cfm L101 cfm Bath 2 1\33 cfm Mud 1 Laundry Foyer CL ,,,, K32 cf s cfm Broan Exhaust Stair 2 Fan Model L150 K10 cfrr 56 CFM Energy Star Continous User Timer TOR bath Garage m M bed Job#: Energy Testing Services LLC Scale: 1 97 Performed by Energy Testing Services... Page 1 1648-A Locust Ave Rig ht-S u de®Universal 2018 Model B1 (Inkberry) Bohemia,NY 11716 18.0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2021-Jun-18 14 38 09 r b.delfino@energytestingservices.com N JSD\Rimor Model B1 MAN JSD.. Y N 7w Level 1 10x11EH9 17cfm 1ire 225 dm adiaba 0 14 26 Bsmnt 26" 26x16 Makeup air 56 CFM Skutlle Model 2161 /` 12 x 16 4 Stair 0 4 B Ctm 7' L 1 Job#: Energy Testing Services LLC Scale. 1 : 97 Performed by Energy Testing Services... Page 2 1648-A Locust Ave Right-Suite®Universal 2018 Model B1(Inkberry) Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 Phone 631-244-2627 2021-Jun-18 14 38 09 rb delfino@energytestingserviceS.com N JSD\Rimor Model 131 MAN JSD Duct System Summar Job: - �- wrightsoft, Date: June 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb delfino@energytestingserwces com Project • • For Model B1 (Inkberry), Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 In H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 In H2O Supply/return available pressure 0.005/0.005 in H2O 0.005/0.005 In H2O Lowest friction rate 0 003 In/100ft 0 003 in/100ft Actual air flow 700 cfm 700 cfm Total effective length(TEL) 371 ft S'upply Branch Detail Table- Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln(ft) Ln(ft) Trunk Bed 2 c 1311 51 79 0 003 8.0 Ox 0 MtFx 42.3 140.0 st2 Breakfast c 1833 51 111 0 003 10.0 Ox 0 MtFx 340 160.0 st2A Bsmnt h 6787 217 46 0 003 14.0 Ox 0 MtFx 320 130.0 st2 Foyer h 1020 33 20 0.003 5.0 Ox 0 MtFx 9.3 165.0 st2 Great room C 1614 61 98 0.003 9.0 Ox 0 MtFx 17.5 1500 st2 Kitchen C 1676 7 101 0.003 9.0 Ox 0 MtFx 17.3 160.0 st2 Laundry c 524 10 32 0.003 50 Ox 0 MtFx 25.0 1750 st1 Lav h 287 9 2 0.003 40 Ox 0 MtFx 15.0 165.0 st1 Living c 2478 139 150 0.003 10.0 Ox 0 MtFx 30.5 150.0 st2A M bath h 1805 58 33 0.003 7.0 Ox 0 MtFx 21.3 140.0 st1 M bed h 5429 174 156 0.003 12.0 Ox 0 MtFx 30.3 130.0 st1 Mud h 436 14 9 0.003 40 Ox 0 MtFx 18.8 1750 st2 Stag o h 246 8 1 0.003 4.0 Ox 0 MtFx 150 150.0 st1 Stair 2 h 307 10 3 0.003 4.0 Ox 0 MtFx 11 5 160.0 st1 Supply ! ' • Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) (In) Material Trunk st2A Peak AVF 189 261 0.003 235 17.1 16 x 10 ShtMetl st2 st2 Peak AVF 572 614 0.003 213 23.6 16 x 26 ShtMetl St1 Peak AVF 268 226 0.003 201 17.4 16 x 12 ShtMetl Bold/italic values have been manually overridden t Wrightsof - 2021-Jun-1814 37 MA� Right-Sude®Universal 2018 18 0 32 RSU20066 page age 1 1 7111 .K mor Model B1 MAN JSWRimor Model B1 MAN JSD rup Calc=MJ8 Front Door faces W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Dlam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (In) (in) Opening(in) Matl Trunk rb2 0x0 615 793 1705 0.003 215 26.0 Ox 0 MtFx rt1 rb3 0x0 225 47 138.3 0.003 210 14.0 Ox 0 MtFx rt1A Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 225 47 0.003 210 140 0 x 0 ShtMetl rt1 rt1 Peak AVF 840 840 0 003 228 26.0 0 x 0 ShtMetl t wriglhtsoft- 2021-Jun-18 14 37 57 .w.•ra...e.�..—,L..,,.., Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 iripl mor Model B1 MAN JSD1Rimor Model 131 MAN JSD rup Calc=MJ8 Front Door faces W SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ri TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 q!► '. Fax (631)-765-9015 1' [1•i1Cl lA[l.COLL1i+lSrir'1'(7lVN fiC71 fTI101-D.hI'US 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. ,Sincerely,, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector `' , 9 2021 OFFICE LOCATION: ALAILING ADDRESS: Town Hall Annex so P.O.Box 1179 54375 State Route 25 � + `�� Southold, NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY l s' Telephone: 631765-1938 z ' www.southoldtownny.gov 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, 116 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. F 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, r Do( Id"J. Wilcens i LD)Chairman JUN 2 8 202 cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer B1jT_L'n �a DFS. il.' Lt' '.,:.yF,.".• i.$`yy;-31 t.a4+S, i� _ rY k•�_ ..Zc�xn� _ �mti"'i �; r: s';s::'t r t{:t": r; -n •.. ;£ ti f GI-`sCI� ARCHITECTURE PC ► 5 x: _fi*M1"��'"-� eb";::��-=�, ��y�`��,` �.:-r�.- `fi :--��,;��_��:;;i� e r�"!,{ 3750 EXPRESS DRIVE GOVT �b kl d.- � � .fit -i{" d•`-.ra.c t•'1 "A" SUITE� 202+']'(q�,t'f.'rte ,: "f'•irr't....+�, F, - � cl 1'i :� .. �r, •., r_ yr_t Ist�atva>a, BUY 17741.9 VMW.GRCHARCHITECTURE.COM � 639)$64-3$95 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 Maximurn 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 espectfu�ly submi ed, �(ERED ARC ��5 o5SRT C/,,, v � 2 Glen Cherve y i IA, Li AP �' nQ►o , Principal '9 0238AC) Q� �FOF NE�� Allow MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716 ^ (631) 563-1298 o Fax: (631) 563-2954 GRCH ARCHITECTURE PC . 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW GRCHARCHITECTURE.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. 41 / Permit No. 45380 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 qPnipal t. ly submitted, D ARc OgERT c&, y�� C' C7 2.G veny, AIA, LEED AP (P�9� 023813 SOF NE`N a 4 9 �rbp� if)r CryO 64 NFA! 119 J3herd � e _04k' Y S °are; cao�r R Otin438Z.18 4 r q Pa Mph nlra =�Oc ktAnt hro "Its r Rar , l Cd n WatrrS�Stpms F �n � Jhe Cpnlaa -KI Neat "Y: 14r- 40 4r �Spn. drLsO 4fe Coo, 3 C llt _ n V to '3; e{vy� �'+ai �.. aryl -"+c e.,�•�� tt,�r \ raga rrratE+n�sryr, �Cpt, 1W,4rd'etoat� auJtdy Eft +WC s�`•m Zj 00- 1*1 Orr6` aye 7P she 'a+ ir, i eq"t6Nat Chaow"I8 cc it�¢d�ir�kyr,Yejcam,�`fm z3 p�,£R Sa,�ysp.rk�, Pr7ir��ar� ly�4\Fq�t Sea ltit h 2 wat, `� harC 'SA�b 'qtr�'�.• �j. \` k-, 1(4 Ryba rk.eje \\(' yt'G,y Cey ' `1(4 - � TQ4(. 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CODE.- AN i , C%If V, 'riil PMS I aff nA� M irl m,AIR.f/1%�� ffav"Vffllfi�WA 11111 I . d i I,l,n 1 f TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT _ -Do you have or ne d the following,before applying? TOWN HALL Board ofF�iealth SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval = FAX: (631) 765-9502 -'LJV Survey Southoldtownny.gov _ ;i_PERMIT NQ.' Check, Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,200 Single;&Separate, Truss Ide tification Form Storm-water Assessment Form Contact: ACV"04tP1617– [-4 Approved ,20 Mail to: Disapproved a/c Phone: 6�/ ? 6( Expiration ,20 --V— _.� q �� B ild' L' or, PPLICATiON FOR BUILDING PERMIT 1..1 OCT 1 9 2020 Date 9 CO , 20 2o INSTRUCTIONS Pw FETEa ',i4"ap?liLpatic I!;' ; �<' completely filled in by typewriter or in ink acid submitted to the Building Inspector with 4� sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permifto the applicant. Stich a permit shalI be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used iamhoie or in part for any.purpose what so ever until the Building Inspector issues a-Certificate of Occupancy. f, Every building permit shall expire if the workauthorized has not commenced within•12 months after the date of issuance'or has not-been completed withim.l k-r,iiihs from such date. If no zoning amendments or other regulation's affecting the property have been enacted in the interim,the Building Inspector may authoriz'e,'in writing;th6'extension of the-permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuarif to,the Building Zone Ordinance of the Town.of,SouthoId,Suffolk County,New York,and other applicable Laws, Ordinances'or Regulations, for the construction of buildings;additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances;building code,housing code;and`regulations,and to admit authorized inspectors on premises and in building for necessary inspections. n, ih N � (Signature of applicant or narAe,if a corporation) 0. oax qv (Mailing address of ap licant} State whether applicant is owner, lessee,'agent; architect, engineer, general contractor, electrician, plumber or builder OW k.�✓ . Name of owner of premises �Itwto V, �-�Vze® Le• (As on the tax roll or latest deed) If applicant'is a corpor ipnhsigriatur o li�u�ly•arP h � officer (Name and title of corp ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prdposed'work dill bed ne:, p ' rko House Number Street „ i M . 1 d Hamlet County Tax Map No. 1,000 Sectio � {, bBlocf!S ` ;o es. ,, . _. ,tet, -,:,i,E: d� -Lot It ]� SubdivisionAwyelt*r®Y Filed Map No. q I -Lot, � (� C�NP®> 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction: a. Existincr use and occupancy //�� b. Intended use and occupancy U® 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $1 4Q �_Q C , 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ° Number of dwelling units on each floor •,Ifgarage,.nurpber of cars o dq1< 6. If business, 0,0171711-nercial or mixed occupancy., specify nature and extent of each type of use. 7. Dimensions of ekisting structures, if any: Front Rear Depth Height ' ' ' P Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front ��Q� Rear Depth (0 � Height — 2_6 Number of Stories 1 wx 10CLSCj)oC:C_+ 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 1,3. Will lot be re-graded? YES VINO Will excess fill be removed from premises? YES NOy 14. Names of Owner of premises L,c" Address @ W Phone No. Z 7 S �-� 6 Name of Architect -��e d Address JL5 a_ Phone No ; Off Name of Contractor 5 44 Address , Phone No. 15 a. Is.this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO s/ * IF YES, SOUTHOLD-TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE RED. b. Is this-property within 300 feet of a tidal wetland? " YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. • 16. Provide survey, to scale; with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical to on survey. 18. Are there any,covenants and restrictions with respect to thhisproperty? * YES NO IF YES, PROVIDE A COPY. �g� �� l l �,� .1)"'( STATE OF NEW YORK) l/, SS: COUNTY 06 „ Yd V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signi g contract)above named, (S)He is the ' (Contractbr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perforin or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his know ge and belief; and that the work will be performed in the manner set forth in the applica ' wits_ SHERD}' MIaLtchg2 Sworn to before;me this ,:" OTARY PU,BLIC..T ((p day of, ® 20 Registration No Qualified in Su Notary u is Commission Expires fApplic BUILDING DEPARTMENT-EleeVtr1i I Inspector YTOWN OF yJq,�s I �� g 22 2021 H LD Town Hall Annexo 4375 Ma 'Road - PO Box 1179 FSE Southold New York 11971-0959 telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownny.eov seandC-southoldtownny.gov - I APPLICATION -FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date) a ,Company Name: Name: ' A' License No.: 3 On, em i1: X1%1� �C � Nahoo Address: Phone No.: b JOB SITE INFORMATION (All Information Required Name: Jl th c u Address: i, # I L� 'i Cross Street: " _ ,Phone No.: j - a f 'Bldg.Permit#: L4 -5 email: I,Cc� Tax Map District: 1000 Section: 10D• 01 Block: r , Do P5 BRIEF DESCRIPTION OF WORK (Please Print Clearly) I , Circle All That Apply: Is job ready,for inspection?: YES NO Rough In (g'��/., ' Final i Do you need a Temp Certificate?: ES O Issued On I i Temp rinforrhation: (AII information required) l Service Siz 1 Ph 3 Ph Size: 1,_4j�A #Meters Old Meter# ew Serv' - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 g H Frame Pale Work done on Service? I Y N 'Additional Information: PAYMENT DUE WITH APPLICATION Request for inspection Form.xis �j\ PERMIT# Address: Switches Outlets -- - - -- -- ---- --- ---,'- �------------------- ------------------ GFI's - Surface -lull Sconces H H's UC Lts Fans Fridge HW Exbaust I Oven �}� Dryer Smokes 9W -Service s Ca.r. onFnera or -- - - Combo - -Co'oktop Tr4pifer AC AH Mini -Special: Comments. i q��1FFOL,�c , Town Hall Annex �G , Telephone(631)765-1802 54375 Main Road od Fax(631) 765-9502 P. O. Box 1179 ca Southold, NY 11971-0959 Al al �� BUILDING DEPARTMENT E I NOTICE OF-UTILIZATION OF TRUSS T1'PE C-ONWTRUCTION, PRE:-EENGI-VEERED WOOL) CONSTRUCTION AND/OR TIWER CONSTRUCTION Date; 2,17 Owner:_ 1 ? i�'1�1'lLat-+ ` L L,Q- Location-of Property: __f,�1u1i I SZ-�-{►I�S�Ci'l�_ LanP._ �� A1C t-I'�, Please to otice that the(check applicable line): :r Newcommercial:orreaic#entlal::structure ddition to e�isfing-commerciabor residential strua(iird' _. Rehabi(itatiQra, o' n, existing`c M_M- ercial or resident alrstructure . .. to be.constr6ldt6i� t performed.at the subject'pr'operty reference above will utilize (check appl' a�ie�line): Truss--tjrpe construction (TT) Qoo "i Pre-engin&dfed wood construction (PW) Timber construotiofi,-(jlCj.`;. in the following location(s) (check apollea6lOdirte) Floor framing, including t ders and beams (F) Roof framing (R) _ Floor and roof f in ( ) . Signature: Name (person submitting this fo /) � � ` ► G� Capacity (check applicable line): Owner _ Owner representative TrussRegl;i.docx Effective 1111,2015 ' �''Lb� �`tl��f�•Kh` r,+'a'}'1�:.y„:L!"-j+:��iVt�'1kq.is - (� oTFr S�r�„�,i^is..� :yryFfyt3`7 { .G•n��-i1'�, �ti,�_, � ,k i1w. r��✓1,'j•`y.�1r1,� ��,y'-, �nt�Zt.*. I +j/i rC �`+"W�� t t r•1'� _.reK!A <Yti 1�fr�'s�+',,.•'�fi. - i ,.i!!/� !� -:� � ✓t}:C��Y�r ` •1L�r. 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' �� it' ik�• �� -i �'a;�' s,!olc �,� t!i,�,�+'' •y, r""•'.•,;Iv,�,(�"d st.r t` >�.,trb,�diu�s�d� ,. '� .,, , " � '.,�e,°,`,,;t �, a ,>„4,`� � b.�:.,':."�+ �ti�^�r� �e+d�-`'".'.�'tip:�3vnrx,:,,; ,�.A.'•��''�-'�';�;.r`=`�, _.nQ^_�..�, .."."��";W'" ••;c•• wuww,�, ,a: urw',fauu'riG, Kid''`k-'u"',;a.v"u�l.t�`2u�"`' �df`an4,.-`a,. ,llt'a�^7.`'" J.�&M EN -LIMIT OF NATURAL BUFFz 19 n ER AREAtxyy� ;"nom ',yy�? QS T`''-:s4 •. ilk } 'Y`� `,€"'"'S"`'2�;;r`��_ ,,,° s /x _•.••• k��'4'Y;.'4FV,*'a-tk+,�'upf, , -S •�`>+{: 7n .R-`-'iia»;"s'• �th"e.. 'i,+ - "%.fp' v t++ V0115 s aa'�`+E' wt��, �`', °�•.,,�``g,'. ;aW;t:�c+,�s�s"4 `�, `�"�•'s:;*n a "n" 53, *. �� ;+d. �+,r"+'' ,�i"3'•� its' •: ai+",k•'r�rtt, r�'�i� �'f`'-`F;r i ,',�,.s,.,�'r.'' stir� s4; 9 "r�'.1�C "°r. t`w��',. y� '�.t` � .' �;�?` 'RrYy�,�e,,"'e r� .k;�:� m��`� aC, �^`.�- »r., n2�i+,,'u�:'±✓.?cz'ii'4 � pF`5k'£i�'�-+� >` � kq t�y, s 'k'' H` a '��c; `:s• G +X*;j.=a"�y^"'. '�d5 ��i,,,twa.,x� ,fi#•x�t^rr.�=rAe"r �""�`;1, FLUSH BELGIUM iia F' BLOCK DRIVEWAY w"' t —AV cxK ` DIVIDERS TYP. (SEE DETAIL) � ,t ga N3 ,y R la � scan-�=i��;3�"v;'•-�"`�r; Y••{{s�J}�� . LA N - , uta ��t�'� • Lyi � (� 'Std ��:�n5z`" `i�v,.�•,��3` TYPE B—D RAMP (TYP ) co R1-1 �`,'��, _ :��#fir-z�#�`�,'.3;",�s ti��;;t-';,�:.•�:;"�,�h'�,,,�� i.�.�.„iF�,�nx-� . ..' ,:' '.�,.:::: ,�. .�s, �`•�.��`' ;�Td��„lE�'sl �c' �� ! '�,� � �'"`'�''"tk'�Ci � {.:ti'�A"”,..�e55,}fy •x�,y' c,�>;n r l a'�" �,;.' ' ' t�,� 4t xr` � '$� g3 h •a` r,�`,_ Iii ' � ;1'h� � ;el-r�;, ��`i:',+� 'Y .ate• s�;,�:'.a«d,' -;r�_�•�'.,ir' ,�*''� ,,-`��t �s ,5:;`K't^t1, �"'`i'`4!'5;; 6�o-w>i' aV ��'�"�'�b. K°',�� '.�'`„?•r�, t„s r.� *•,i[y F+ti` �P - .y ,411y�� ,. N3 },4` r,��k i M,.,a`gF#rt.• c�Y'ST rte, "�a n Fit,,� il"''k`°a �`,'�k'�'ir'ro t"��;,k.•: '•,. +;�kc N. � „aa,5”: 't'�1`-`x'=<'y';'F <�°`„.�,xr�¢,£° ;�,',;3 �t+G�.a:Yr=,b f�ti:2.'+� �' � '��,'�n"�,, � �?�3''`'ti'4 ,� L'"{tq d• ��`'�' �r !C1 (� = 4 Via,t'��x� s±» •'' ,�F J ,ni, ��'�"`i ,.., r�. �,#w'�_-Y��`��^, t+d�s,Me �y�,y,, �••�-, � a�„ `fid"� ;, ;;. �'' 'e,,¢'j"r`"`F': ;"J�,'�. w,ar,t '"d� ti„ic°S�Y' �`eil•aty�'>Y� {^` � ,�;n�"+ _?, ,��t p� { < .�i;'1`i � -' : '•••,�; "4d >s, �,� ��.v„a3' �.* M I �, r: 4t ��d k5, �Iyy,rl, ,Y.'., "z°�'�"� 7:�' r wuei, 5��. � ..sX c� t,-a�.,�'vj r:Aa'l_tt:a°+.'f,.a'},;::c,•�"�` A ugh�'�I� ��7` s�;�,',�;-�,ypew,. :�'�'��t� ��,. i2�n��u��'�,p�,`;� :?,,;n,�„�yfgr .. ;y+ ,,;�zy��,S i.•., ,,,�x,a• 1`��'. f'",�y k*;s;;u'.�� ,., .. ._ �"a°'° ^ ivt�,n,rt�.,jv:,i`` � PIPE SHALL BE 15" CPP WITH A SLOPE OF U% m STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS i FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED \IECTiONS TO BE 4 DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 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 ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. BE C900 BLUE BRUTE DR-18 PRESSURE PIPING 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". O 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. o 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. 4INIMUM 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 MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE TION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. © DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN 2/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CUONTRACTOR SHALL ENSURE ALL CROSSING 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 Unit NumbersArea (S ) (SF)F Total (SF) St �conte) 77-124 1,999 486 2,485 Cutchorlue 1,3,8,10,12,14, 21,23,26,27,29, Cutch®gue, New York 1,33,36,39,41,45 1,599 363 1,962 Town of Southold 3,47,49,50,52,541 , 58, 59,68,72, 76 No. Revision Date APpvd._ 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,`"5,67,9,11,13, 19120,22,24, 12 TOWN REVISIONS 6/14/17 AVL 3,28,30,32,35,38, 1,599 363 1,962 zl SCDH REVISIONS 4/22/17 AVL ),42,44,48,51,531 10 REVISED PHASING PLAN PER TOWN- 4/6117 AVL 7,60;62,64;66;70;- 9_ TO�VN REVISI0P 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55 1,599 380 1979 b � .flt:s;C•- ii.ca,-k.e.�:;l•;a .= 0 ; • ::.K.,,.7, 7, ;1,63,65,67,69,71 'Cr j.;Si..j�2.': ��;`k��f*,-��:4 '"ir�,a'�g'.`: SY,.L,}:.:. 'y,•�_ -"y.,ati '..'w !v• 'i*+ , •'.i.. `eda .�.`x"w�.^',•-x.<c� z,.xi, _,J. i�,�Y�:f'ki�y?5?,..it:;i. k„i.2`�sS•0��.`<v'�:s"'�`X44':.`�`',5..cc�.3:r'�:=�_5" •.._f5.:,.;r,3`".'='-.»-::,-:ti.`•wti-:U''a_:'..-a..:3tJ,W.nt--. _ ca:^.'*_ • 15,16,17,18 1,999' 408 2,407 J Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 SUM, IOU U D .n. y.-a�epo-.�.np�.,cg�s�++a-a....•w�....��.w �ve�-w.w�.^m SUFFOLK�"ao COUNTY�1G:Pc�'c Tt i6iNT OF HE-hi `f c�ERViCES ° tPERVIff ICOR APPROVAL OF C-ONMOCT110H I=-OR A /Z to. f ! Oc43 T7 APPRGk1 D_ �';" ' f/'rt•, r �4Y Drawing Number Fon mamum or— -- —� pF NL ; , SPIRES THREE FEARS FROM DATE OF APPROVALq`�� Lo 1-p Lm4e %4* 0 * r- Cc a I Sheet of fit 9 2V o a Project Number 29305.00 SCHS Reference # CIO-06-0013 11'Vij;'V �1'.�p a`�s to �., i;+ ljj(. G Q V) Or A ,% t tJ) ��, ',� t, •ti• f t1` a WatQf Une('S,)910T Be Ins ctOhd B�°fie 01,Hem C-4111852-5754, 48 Holl In rAdvan ° TO Schedule InspWan(g LREVIViv PPROVE ACCO E WITH BOARD f o M DETERMINATION PATES .��' d? � cM W H z 0 W S $ 1�9i 3��9�fEI�AT 3TRs6TtC15 �1DEn C:)R z � LU llO 19AGE Ill .� .......a„ .... W 0 Q In ® W a: ® U_ N O J— uC:)� ¢ - 4-- pyGICD 3 ER's (;e .11TIFICATIOb 1 ::?G.iIrIE�.• �I Ll.l o ENGINEER's Suomi U . OR R.A. cr.R 'IFICATiON (� (n FOR INS ,LATION AigD Cat45 i IdtPC1'I®Is3OFJ ~ � ~ FOR MNAL APPROVAL. sys+ce�s U z ,,o � Suffolk County Department of Health Services Appxoval for Construction-Other Than Single l!analy Reference No. G!®—46_=A_0® Design Flow PROJECT NO.: 00026 use(s) - _� � �� { �� 4� DRAWN BY: KCK 'hese plans have been reviev+ed for general conformance with Suffollt County Department of lbealth Services standards, relating to water 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 date,unless extended or renewed. CARD: 00026 SP ` -8 /' SHEET NO.: Appraval Date Reviewer Emma 1 , ON F 5 til 16 S.C.D.H.S. APPROVAL 1 w Qv GASI EHEC_ J METER VVP�K w CONTROL I- m CONC oa (]MODULE IZ A/C UNIT LJ CD v 17,2' - w W U 2 5 4'.6.5' 0 0 6.2' _j LD) '� N N 0 = I I�I //� ^/ //�9 Z D- m Z1 M n N N �+mj 7.S f7 W O 0 V I L LOL z 1 Ova 4.0' _— � S.o' a D STONE BASE ——— 0 011 0 0 _ �o DRIVE US 49009'21" E W/8" LL3.0' ~ BR 'B41 £JGr.tDFs?�. 238.82' I U cn�J S34 30142'r E oc) a frRt_Tr S 40052'38" E 2 0'__ CD I "1A'"`*' LL Z " �za R=275.00 o _ 35.92 — Uj 3 8' ME 27.03' I STONE BASE W _j� - L=77.85' S 53°37'34" E `'? W/8 DRIVE CD I LLLi� O� °? S 65°26'53" E 44.19' T-M w I BORDER D_ 1 I•—w S52°55'20"W 49.54' R=140.00' S 2 63.06'111 E J ' 2.0' CD N S 24033'07"W R=112.00' , 101 ►- 19.24' L=37.19' � I L=29.75' R=112.00' o - y 107.80' S 38°23'13" E o ^ S lg° °3 C) Z 2.3' R=112.00' 62.34' L=29.79' ryo'0 35 0 33�4�„ o z Z '<< L=29.79' /� t�L� 2' k F � 6.0'o a o o 00 GRIPPING < N R=112.00' // J� oIF 27.7' °, N 147' N ci47 20a. STREET -��4' S'( �I/i 0 L=29.72' v 0 ME40 TERLEC. x 55' O j A/C UNIT 0_ poO CONC WALK a>oa ❑ Lu S37°04'40"E S 53°37'34" E S 38024'18" E S 38025'23" E `��, OF'�''��,,�� z l 56.40 (E.........Fly �? 95.00' 51.14 481.91 ��`.�P•• cIAWD '••,s''', -' I I S 38024'18" E R=140.00' R=112.00' =�:o�y �0�:•O,p U I 96.29' L=37.19' L=29.72' ? p R=410.00' S 23°11'01" E = I U_ I L=450.51' 39.36' - J I O O N LO •• . O O 0)1 N Ln H r-: � co NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE F04-30-2021 FOUNDATION LOCATION 269.77' (ACTUAL) PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE FINAL SURVEY FOR NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, SANITARY AS-BUILTozj UNITS 41 - 42 UNIT DESIGNATION MAP OF PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION° " IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 S37 04 40 E PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED FILE NO.:490 FILED September 28, 2020 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE SITUATED AT ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND C UTC H O G U E THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ` ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED S.0 T M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 015 000&016 000 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY NO PHYSICAL EASEMENTS N PROPERTY UNLESS NOTED RECORDED EASEMENTS of L NELSON + POPE OR RIGHT OF WAYS,IF ANY,,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE _ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS engineers•architects -SVM NBYo.s OTHER THAN VISIBLE PERMANENT STRUCTURES 70 Maxess Road,Melville,NY 11747. 631427.5665.nelsonpope com COPYRIGHT®NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS INDIVIDUALSURVEYS RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, DRAWN BY: NP CADD NO.: 00026 1 SCALE: RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED - IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN CHECKEDBY' PE FILE NO.: SHEET NO: IOF'I PERMISSION OF THE SURVEYOR DATE: 06-25-21 PROJECT NO.: 00026 1"=30' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS. kUFFOLK COUNTY DE�h h�a Q��®� PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION ELECTRIC COUNTY E ` R M I SERVICES ES IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145• PANEL APPROV�i 4 JO` P`j a7 is PROFESSIONAL ENGINEERING AND LAND SURVEYING.SECTION 7209,FOR ANY 'Rt.• �1�'�=3 QD •J PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFALICENSED !7y SPN\T�y f A SINGLE z_'_• 1�( ` �+'"�J ® PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY.IF CO MPNHOLp6 58.3'6"SDR-35 ®�� JUN 9��rD {�IL AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE X1.30 @ 1,27% INV. ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFUCTOTHE ITEM HIS SEAL AND 62% s INV. CO IN SANITARY �' p1. ;��, 2�(� _ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ►NV' 35 @ J.63250 s s -s 30.47 7 INV. MANHOLE oQ r/ ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION INV 21312 57 g,6.S�s s �� s INV TI16�C3Ydo^QL Oi5 D.Cy z r .. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 2g 38 ,O .9 s M 30.80 . o t I aP'U°c;;r �.irt'„5`ta�?ittes a±• y, E Y.P L P' 2 S'•) s Ny O �e °�r� ��'ar��°I u��11a Pc P 8(�f ( �I i'�� beenTAw SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 0 O Ctrxy FOR A IM�8 a , ,J C Other ag97C1e5 and�nd to NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS \NV Sj m I �" M F,� BEDROOMS. OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED CO,TYP. c R nvd 28.57 1 p O Z-3 AS TO ACCURACY,J INV.31 25° I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED N �0 11.0' "CO TYP. ELECTRIC AND GAS EUTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION CT LOCATION,TYPE OR USE,ACTIVE OR I DESIGN In a Z O o INV.31.27 PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED B OZ 13.2'o � 14.4' Bo 1YPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS COO,'CYP• 1g,0 "' DIP INV. " 22.7• �"� 16. F_ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. INV.31.03 N O h 201 31.35 N CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR of 14A 1A 225 2.0 I 31 37 V. 2.01- ��Ig p.y� ��I' FURTHER DESIGN M '/} yy A N 132 1 gP35V °' ^ 1 STORY FRA(y1E RESIDENCE ®1109C� ®� °a��L�' yVa't��' "' �� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS a?2.0' p11�E RES,pENGE 18 5.4' UNIT 42 I 2 0' Management OTHER THAN VISIBLE PERMANENT STRUCTURES 1 STORY F�'11 UN1�43 ,D 4 I____J-__UNIT 41 COPYRIGHRESERVEDT©O LSON&POPE,ENGINEERS AND SURVEYORS PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, CO. 1 _ 1 3• I I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN r UNIT 44 3'3' I GARAGE I GARAGE 3.4' PERMISSION OF THE SURVEYOR. 1 GE1 2.5' I I ,, ,-��Sv 5.A! 1 GWP 2 5' i I ^ i � 3 i ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT 1 1 N E I o1 , ^ �,�_� L, SHOWN 1 GPRPGE 1 14.0' G io 19 0, N a.o N l p ^ 0 18 5' fV _ I / ALL SANITARY PIPING 4"AND 6'SDR-35,TYPICAL X34 1 1 8 Ci � 130' T ft X02.5 1 0 18.' 0 0 o I I NEW �i 2.5' 1 18,7' �' 17.' w r 17.0' J t\9 0 8 2021 pF �/ Y o, wLU D\o X5;a `��. �� pPVID pFT Q Q> 1w 1 3 LU U - G1m CL I N co us ; _ _ _ 3� :T ,`.7 Oah.N Ci' :x3. LU - i Z V,L) DROP CURB /' to _ t ","•"a�1r,� t L7 O' ��o i a CURa GB a °pd cF 1�N w w / ��• 0 w 5021 �J p\° ; DROP CUR w w cm www �� =� -w � LAND 10w wR�\w / w GC"INAS SERV\GE \F\w c E , MILLSTONE LANE SUB PAVEMENT SANITARY SYSTEM AS-BUILT TABLE �U� A 1i STRUCTURE NAME I TIE A TIE B 01-08-2021 FOUNDATION LOCATION a� j SANITARY AS-CONSTRUCTED FOR 04-30-2021 SANITARY AS-BUILT , v� UNITS#41,42 &43 UNITS 41 - 43 UNIT DESIGNi4�tZI0KAAPOF, ° ST-1 45.1' 5 0.5HARVEST POINTE COND0MIN(UM•,21 j`'Qj*4"�� :, r_ ST-2 40.9 56.9 FILE NO.:490 FILED September 28, 2020 LP 33.3' 69.3' SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S S.C.T M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 015 000,016 000&017 000 UNITNo. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 41 R1G-17-0095 1,599 S.F. 363 S.F. 1,962 S.F. OL NELSON + POP E 42 R10-17-0096 1,599 S.F. 363 S.F. 1,962 S.F. Mi 60 engineers-architects -surveyors 43 R10-17-0097 1,599 S.F. 380 S.F. 1,979 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com DRAWN BY: NP CADD No.:INDIVIDUALS0002B S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF"I DATE: 05-04-21 PROJECT NO.: 00026 1"=30' 4 n ELECTRICAL. APPROVED AS NOTED INSPECTION REQUIRED 1 DATE: i b B.P.# LJ5 13d q5j 8,2 FEE: f BY: NOTIFY BUILDING DEPXA ) T TRUSS PLACARDING REQUIRED 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED COVPETE 2. ROUGH - FRANONC-, '. PLUMBING 3. INSULATION PLUMBER CERTIFICATION 4. FINAL - CONSTRUCTION MUST ON LEAD CONTENT BEFORE BE COMPLETE FOR C O. CERTIFICATE.OF OCCUPANCY ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOLDER USED IM NATER YORK STATE. NOT RESPONSIBLE FOR SUPPLYSYSTEM-CANNOT DESIGN OR CONSTRUCTION ERRORS. EXCEED 2/10 OF 1% LEAD. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Blower door and ductwork SOUTHOL,TOWN PLANNING BOARD testing required. MUTWGLI)i0WMSTEES PLUMBING, ALL PLW6`NG WASTE �3� �UUAJER.LINES NEED 144j&tjFORE COVERING OCCUPANCY OR Must provide Manuals USE IS UNLAWFUL n,J and S as per WITHOUT CERTIFICATF 1600 Noy, PROCEED WITH, NYS Energy Code OF OCCUPANCYRAr �NC`UNTI�SURVEY ® :��UND�gTIQN LOBATION BIAS gEE�.AFPROVED,.v� All exterior lighting DRAINAGk INSPECTIONS ARE REQUIRED installed,replaced or Contact TOS Engineering at 765-1560 before repaired shall conform Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been installed to Code. of the Town Code F- ^ ` Section 8316 Foam Plastic W iii se I TABLE 8405.1 • PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES. 8302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor ce ng as mby, Z draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed R316.1 General. The provisions of this section shall govem the materials, design, application, construction and installation of foam plastic materials. Properties of Soil Classified According to the Unified Soil Classification System W 1"� 2020 RESIDENTIAL CODE 0 F NEW YORK STATE space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 o be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the SOIL uNIFlED SOIL CHANGE � � q 2 02 0 EXISTING BUILDING C 0 D E 0 F NEW YORK STATE end use will com I with the re uirements. GROUP CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE () 2. Floor framing is constructed of truss-type open-web or perforated members. PY q • SYSTEM POTENTIAL 1 � � SYMBOL CHARACTERISTICS POTENTIAL EXPANSION 0 T"' 3 2020 FIRE C 0 D E 0 F NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from C) GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 0 N 2020 MECHANICAL CODE 0 F NEW YORK STATE the interior of a building by an approved thermal barrier of not less than % inch gypsum wallboard. LITTLE OR NO FlNEs GOOD LOW LOW Z U CL 8316.5.3 Attics. The thermal barriers clfied in Section R 316.4 is not re cared where all of the followln a GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, w 2 20 20 PLUMBING C 0 D E 0 F NEW YORK STATE R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch Pe q 9 Pply. LITTLE OR NO FlNEs GOOD LOW LOW O L_ 3 rn gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. Attic access is required by Section R807.1. �� V � GROUP I sW WELL GRADED SANDS, OR GRAVELLY SANDS, r ` 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LrrTLE oR No FlNEs GOOD LOW LOW (� ,� V > � Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 inch SP POORLY GRADED SANDS. OR GRAVELLY SANDS, � >c.� 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- 4. wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. gypsum board. LITTLE OR NO FINES GOOD LOW LOW M = ON}: I R316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ra a lied to sill lates and headers or installed in the erimeter joists ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low � y Z _ RESIDENTIAL PROVISIONS P P P P Y PP P P ' p �' thermal barrier specified in Section R316.4 subject to all of the following: SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z V E 3 ca LO Section 8303 ` �cw:a M Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW 0 Q w m M R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOw c 2 co SECTION 8101 99 9 9 9 P 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ u- m GENERAL Exceptions: ❑ I` 0° with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW U " 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is GROUP 2 R101.2 The provisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, installed in accordance with Section M1507. - sS OF PLASTICITY (D Section 8317 Protection of Wood and Wood Based Products A ainst Deca CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an 9 Y GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM M DIUUM 2 than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. CLAYS A W a plane in height. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing flashing. of the stairway. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable wood R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8202 Definitions: Section R305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or Continuous Insulation: Insulating material that ii continuous across all structural members without thermal bridges other that fasteners and service openings. R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. Fasteners, includin nuts and washers, and connectors in has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height contact with reservative treated wood and fire retardant treated wood shall be in accordance with this section. The coatin wei hts for zinc coated Section 8405 Foundation Drains e Z Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet rooms & laundry rooms. P 9 9 g fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind Exceptions: F- s eed Vult is 130 m h or renter. 2. A shower or tub a ui ed with a showerhead shall have a ceilin hei ht of not less than 6 feet 8 inches above an area of not less than 30 usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems or materials shall be V P ( ) P 9 q pp 9 9 R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall discharge by gravity or mechanical means into an approved 0 inches by 30 inches at the showerhead. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage system. � all win standards are ermitted subject to the limitations of this code 3. Beams irders ducts or other obstructions in basements containin habitable s ace shall be ermitted to ro ect to within 6 feet 4 inches of the 8301.1.1 Alternative provisions. As an alternative to the requirements in Section 8301.1, the f o g p J 9 9 P P P J be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a stroke with Exception: A drainage system is not required where the foundation is installed on well drained round or sand ravel mixture with soils accordin � 9 9 9 fn and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code. finished floor. of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. 1. AWC Wood Frame Construction Manual WFCM . 2015 EDITION R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the emer enc res onse. Where access is b means of a rivate road and the buildin address cannot be viewed from the ublic w a monument, ole or Z ( ) ( ) 9 Y P Y P 9 P aY� purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. P O 8308.4.2 Glazin Ad acent to doors. Glazin in an individual fixed oro erable anel ad acent to a door shall be considered to be a hazardous location where Section 8406 Foundation Waterproofing and Dampproofing 0 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or otherwise not 9 1 9 P P 1 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior � conformin to this code, these elements shall be desi ned in accordance with acce ted en ineerin ractice. The extent of such desi n need onl the bottom exposed edge of the glazing is less than 60 inches above the floor. g g p g g p g y ,t• n Section 8321 Elevators and Platform Lifts spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b} 6 inches below the top of the basement � demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed pose io . R 321.1 Elevators. Where rovided assen er elevators limited use and limited a lication elevators or rivate residence elevators shall com I with ASME A17.1 CSA I r u- s tem. En ineered desi n in accordance with the International Buildin Code is ermitted for buildin s and structures, and arts thereof, included in the 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 inches of the hin a side of P ' P 9 PP P PY / foo to the finished grade using a bituminous coating. Ys 9 9 9 P 9 P 9 9 � 9 P P 9 844. I•- M scope of this code. Gl in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. 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 one-half of the backfilll Z ` r J 8308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent Z all a onstructed in accordance with the wind rovisions of this code usin the ultimate desi n wind walkin surface of stairwa s, landin s between fli hts of stairs and rams shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. �) 8301.2.1 Wind design criteria. Buildings and portions thereof sh b c p 9 9 t y 9 9 P Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. ❑ v J speed in Table 8301.2(2) as determined from Figure 8301.2(5)8. Exceptions: R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table 1--1 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be desi ned and R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting er 150 s.f. of floor area unless round surface is covered b a class one va or retarder W R301.2.1.2 Protection of o enin s: Window lazin in windbome debris re ions shall be rotected to meet the re uirements of the lar a missile test of ASTM E1996 & 2. Glazin 36 inches or more measured horizontall from the walkin surface. 9 P 9 Y P J P 9 9 9 9 P Q 9 9 Y 9 constructed in accordance with the provisions contained in this section. Buildings and structures that ore located in more than one flood hazard area shall material. !f this retarder material is used, provide 1 s.f, of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of I� ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protectlon. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". shall be precut and attached to the framing surrounding the opening. Panels shall be predrilled and secured with the attachment hardware provided. UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant Z AND RESCUE OPENING PER SECTION R310. (Egress window & window well) enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood f� 8310.1 Emer enc esca a and rescue a enin re uired. Basement shall have not less than one o erable emer enc esca a and rescue o enin . or structure in violation of this section. TABLE 8301.2(1) 9 Y P P 9 q P 9 Y P P 9 structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. 8310.2.1 Minimum o enin area. Emer en and esca a rescue o nin s shall have a net clear o enin of not less than 5.7 s uare feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA P 9 9 cY P Pe 9 P 9 q 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or 0% GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R310.2.2 Window sill hei ht. Where a window is rovided as the emer en esca and rescue o enin , it shall have a sill hei ht of not more than 44 inches R322.3. 8502.6 The ends of each joist, beam ar girder shall have not less than 1 1/2 inches of bean"g on wood ar metal and not less than 3 inches . bearing a FLOOD 9 P 9 cY Pe P 9 9 on mason or concrete or aftemativel the ends of olst shall be su on`ed on a 1x4 ribbon stri and shall be nailed to ad scent stud. F- !�1 Show SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual above the floor; where the sill hei ht is below rade, it shall be rovided with a window well in accordance with Section 8310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct ry Y' � PP P 1 uJ p g p F TERMITE DECAY HAZARDS 9 9 P LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed to R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. to . 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 Region Debris inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the effects of R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, 0 zone r 9 Y n P in hes hall be a ui ed with a ermanentl affixed ladder or ste s usable with buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these m 8310.2.3.1 Ladder and steps. Window wells with a vertical depth g eater tha 44 c s e q pp p Y P below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. v J V MODERATE SLIGHT TO 10 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches 20 140 NO (B) SEVERE 36" TO HEAVY MODERATE De rees Yes X 1500 from the wall and shall be s aced not more than 18 inches on center vertical for the full hei ht of the window well. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design ❑ g P 9 of flood waters into the system in accordance with the plumbing provisions of this code. professional where required by the statues of the jurisdiction in which the project is to be constructed. !� O 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section 8405.1 R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the elevation J or by on approved alternative method. required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. r 8301.2.1.4 Ex osure tate o Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance Section 8506 Concrete Floors (On Ground) P 9 ry R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detaled in Table 8405.1. 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. r ) design flood elevation shall: R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed stone, crushed concrete or crushed blast-furnace slag passing V or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36" clear width. 1. Be used solei for arkin of vehicles, buildin access or Stora e. 9 9 ' 9 (/j 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways Y P 9 9 9 a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. 600 feet from the artiall obstructed area. Includes flat o en count and rassland. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exce tion: A base course is not re uired where the concrete slab is installed on well-drained or sand- ravel mixture soils classified as Grou I P Y P ry 9 R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom P q 9 P � 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area accordin to the United Soil Classification S tem in accordance with Table 8405.1. 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 height. The clear width of the stairway at and below the handrail height, including treads and landings, shall be not less than 31 � inches where a 9 Ys Q is measured on the exterior of the enclosure walls. t-. feet from the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. 8506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less thorn 6 inches shall be placed between � R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va r retarder is not re uired for Gara es, 8311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. P P 9 Po q • 9 l,._, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design utili buildin s and other unheated accesso structures. U R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. 9 ry Z flood elevation, each area shall have openings. bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. W provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 8602 Wood Wall Framing 2 Cha ter 6 are exceeded. Where the sto hei ht limits of this section are exceeded, the desi n of the buildin , or the noncom liant rtions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. p ►Y 9 9 9 P Po i 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables 8602.3(1) through 8602.3(4). Wall sheathing � resist wind loads shall be in accordance with the Buildin Code. R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stn rways with solid risers. 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 0 9 section. shall be fastened directly to framing members and shall confirm to the requirements of Table 8602.3(3). � R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over lowest tread. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Exceptions: 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical 1. Handrails shall be permitted to be interrupted by a newel post at the turn. structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls far electrical outlet boxes shall be in R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline floor elevation plus 1 foot or the design flood elevation, whichever is higher. IABLE 8602.3(1) FASTENING SCHEDULE accordance with Section R302.4. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas radius is not greater than 24� inches. Each tread shall have a depth of not less than 6� inches at the walkline. All treads shall be identical, and the IS H IN (a,b,c,d) TYPE 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall and Coastal A Zones shall be supported on pilings or columns. assembly tested in accordance with ASTM E 119 or UL 263. rise shall not be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. 2. Where a fire s rinkler tem in accordance with Section P2904 is not rovided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL p sys p Section R325 Mezzanines assemb tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Buildin Code. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL y 9 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall comply with section R325.6 horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: 3. CEILING JOISTS NOT ATTCHED TO RAFTER , Where it is technical) Infeasible to com because of site constraints, rams shall have a sloe of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) LAPS THREE 16D COMMON FACE NAIL TABLE 8302.1 1 y pry P P OVER PARTITIONS r_ � � r- ( ) they are located. The enclosed portion of a room shalt not be included in a determination of the floor area of the room in which the mezzanine is EXTERIOR WALLS horizontal (12.5 percent). located. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 � r- N `- MINIMUM MINIMUM FIRE R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a ( ) FACE NAIL Q ry ry ry ri `ra N ui R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. o cv a ri r, ai EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. 5. COLLAR TIE TO RAFTERS THREE tOD EACH FACE NAIL R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns FIRE-RESISTANCE RATID 1 HOUR 0 feet R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER! TOE NAIL wALLs greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one Exceptions: 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS >_5 feet of the following: RAFTERS ` PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the TWO 16D COMMON. END NAIL 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened enclosed s ace is not reater than 10 ercent of the mezzanine area. TABLE 8302.1(2) osition. P 9 P 8. STUD TO S1UD NO AT BWP P ( ) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 9. STUD TO STUD AT BRACED WALL PANEL MINIMUM MINIMUM FIRE 3. 0 erable windows that are rovided with window o enin control devices that com I with Section R312.2.2. Section 8313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ) 16D COMMON AT 16"O.C. FACE NAIL Z o7 P P P 9 P Y 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 8312.2.2 Wndow o enin and control devices. Window o enin control devices shall com I with ASTM F 2090. The window o enin control device, after g Z p g p g py p 9 R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or Z o a. FIRE-RESISTANCE RATED 1 HOUR 0 feet o eration to release the control device allowin the window to full o en, shall not reduce the net clear o enin area of the window unit to less than 11. CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOE NAIL z co a WALLS P 9 Y P P 9 clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have Z Z z O Z Z O N NOT FIRE-RESISTANCE RATED 0 HOURS 3 feet the area required by Section 8310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 165 COMMON ® 16"O/C FACE "A1t O O O H O O Z � w TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL o7 5 V w o7 5 a. g � 8302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, Section 8313 Automatic Fire Sprinkler Systems 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ( 5 `� -' ON EACH SIDE OF END JOINT 24"MIN LAP SPICE w I _ Cu w deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be equipment throughout with an 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment LENGTH EACH SIDE OF END JOINT) iY w 05 O assessor structures. automatic sprinkler system. " m R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16 O.C. FACE NAIL R302.2.4 Para ets for townhouses. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 0 P R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP 2-16D AT 16"O.C. FACE NAIL �' 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NEPA 13D. ( ) R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, o Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin com lied with a minimum Class C ratio as tested in accordance with R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL N P P P q P 9 9 P 9 isolated plain concrete footings supporting columns or pedestals are permitted. ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on throughout with an automatic sprinkler system. FOUR SD COMMON. TOE NAIL 8313.21 Desi n and installation. Automatic residential fires rinkler tems shall be desi ned and installed in accordance with Section P2904 or NFPA 13D. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less 9 P 9 anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch (51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. F_ 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6 0 C 3. A parapet is not required where roof surfaces adjacent #o the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their / TOE NAIL Z lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER W (� rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 2 L 0 R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. TABLE R404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and O O m Exceptions: Section 8314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls " ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12 o/c at interior W w 1. Foundations supporting exterior walls or common walls. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) v 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT W w H R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour with UL 2034. WALL (FES a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 I_4 U p fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Cade. Fire-resistance-rated floor/ceiling and 8314.3 Location. Smoke alarms shall be installed in the following locations. 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z wall assemblies shall extend to and be tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof 1. In each sleeping room. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ks! for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. (9 4 sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically V5 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY W i• Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 1A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA shower. walls and 4 inches on center to gable end wall framing. 0 w 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke ❑ Z R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls T shall have an equal or greater fire-resistance rating. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. W R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors 2. Ionization smoke alarms with an alarm-silentio switch shall not be installed less than 10 feet 3048 mm horizontall from a ermanentl installed MINIMUM VERTICAL REINFORCEMENT BAR 8602.3 5 2x4 wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a aximum f ne di � SIZE AND SPACING INCHES m o o floor lus roof ceilin assemb) 2x6 F cD 9 ( ) Y P Y ( ) 9 PP P / 9 Y r ated with self closin device or automatic closin device. ( ) from garage into habitable space: 45 min. fi e r g 9 cooking appliance. wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/celing assembly. Exceptions: F 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 constructed of a minimum t ookin liana MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF Where desi ned b in accordance with acce ted en ineerin ractice or where a lti ate esi O m No. 26 a e sheet steel or other a roved material and shall not have o enin s into the aro e. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently Ins ailed c g app c . 9 y p g g p th u m d gn wind speed) is less than or equal to 130 mph, 9 9 PP P 9 9 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Z 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with (FEET) (FEET) Do not backfill with any soil containing silt or clay. 2X6 #2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when u! R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. s aced at 16 inches on center and 20 feet where s a Section 8314.3, the alarm devices shall be connected in such o manner that the actuation of one alarm will activate all of the alarms in the WALL THICKNESS (INCHES) P p ted at 12 inches on center. Z Attachment of gypsum board shall comply with Table 8702.3.5. The wall separation provisions of Table 8302.6 shall not apply to garage walls that are U individual dwelling unit. 8 10 12 R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing () p p O perpendicular to the adjacent dwelling unit wall. TABLE 8302.6 Gara a walls: 5 8 inch t e X sum board on ora a side, 1 2 inch e X sum board ono osite wall side at habitable areas. Gara a ceilin : 5 8 8 z NR NR NR partitions. Fsd joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - -- 9 / YP 9YP 9 9 / tYP 9YP PP 9 9 / Section 8315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. W Cj\S� �� 9 8 5 ® 41 NR NR _1 \ type X gypsum board 8315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. to a s m 41 5 m 22 NR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for Q-�' �R0 RT �0 8302.9 Flame Spread & Smoke Density Index. 8309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. 830.9.2: Wall & Ceiling exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate 0 : ��,, cy yi \ finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. 1� F framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails F-- ' "� F R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: NR denotes no reinforcing required. �.�, m g p 9 " each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) Q n m n 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: Locate vertical bars 1Y, clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. 2 ; - °a, , „z< -I 1.1 Vertically at the ceiling and floor levels. W 1.2 Horizontally at intervals not exceeding 10 feet. 0 ': _j / 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 3 10 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and ❑ /VEVV`(O� products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. :.... . ..............................................: 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. BER R302.11.1 Flreblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 1. Two-inch nominal lumber. 0 16 0 2 3 2. Two thicknesses of 1" nominal lumber with broken lap joints. T T W 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. V NIT 41 UNIT 4 2 SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 1 6. One quarter inch cement based mil r gla. r M O D EL B 1 MODEL B 2 Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. \ / 1 � � W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN F_ a) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the fallowing PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z c , methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W ^ E slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. � ULTIMATE DESIGN CONSTRUCTION AND/OR TIMBER CONSTRUCTION MINIMUM NAIL PANEL NAIL The rotective coverin shall cover the exposed exterior insulation and extend not less than 6 inches 153 mm below rade. 1. A waterproof sealant applied at the joint between the wall and the pipe. SPACING WIND SPEED V ult P 9 P ( ) 9 MINIMUM MINIMUM MAXIMUM WALL (mph) N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the where the 2. A flashing of on approved elostomeric material. REFLECTIVE RED 6' DIA. U WOOD NOMINAL PANEL STUD SPACING furnace is located, a utility room or an approved location inside the building. P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause 0 4 (� i SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) X187 ❑ U 0- ;; INCHES PANEL SPAN (INCHES) EDGES FIELD CATEGORY TABLE N1 102.1.2 R402.1.2 (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. N .� RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component 0 B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. L_ o v _ CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL � M c� 8d ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE 3. Other approved materials. C) ++ � rn COMMON 1.75 24/16 7/16 16 6 12 170 140 135 U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL A plastic pan installed beneath a gas-fired water heater shall be constructed of material having a flame spread index of 25 or less and a smoke developed ❑ � U �a� I R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. z RWHITE F- � d)N 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 .0 (D -Z - story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / � practice. Section T101 Scope Z U � � cd LO " 1/4" L- �'N'n M N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2 0 Q W m n R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall _ TRUSS IDENTIFICATION SIGN STROKE _ 4 '�' co For rafters at 16'o/c in 130mph wind speed. Roof pitch > 5/12 Exposure 8 extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ M a0 UU Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN M Uplift Force 117 149 182 203 226 247 281 314 N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be photovoltaic or solar thermal system. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITEN Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANTONEP4 Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table Section T103 Solar-Ready Zone MATCHING SYSTEM(PMS)X187. n=. R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. SECTION 1265.4.SIGN CR SYMBOL and shall penetrate the wood not less than 5/8 inch. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR R702.4 Ceramic Tile. N1102.2.9 R402.2.9 Basement wafts. Walls associated with conditioned basements shall be insulated from the to of the basement wall down to 10 feet 3048 mm areas as required b the International Fire Code. New multiple single-family dwelling townhouses three stories or less in height above rade lane and with it 'n tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2 ( ) P ( ) q Y P g ly 9 ( ) 9 g P SYMBOL 10 ENE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTILITY 9 R702.4.2 Backer boards. Materials used as backers for wall file I P below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have a solar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SEANCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL and installed in accordance with the manufacturers recommendations. is insulated in accordance with Section N1102.1.2 and N1102.2.8. (13.94m2). The solar-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fire Code. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE TABLE R702.4.2 doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z Backer Board Materials OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. � MATERIAL STANDARD 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 circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: C) GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 Air Barrier and Insulation Installation electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. =) FIBER REINFORCED GYPSUM PANELS ASTM C 1278 location or main circuit location. W NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. I- 1t4IE; TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS.5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF T NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. Cl) BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: CEILING ATTIC THE AIR BARRIER IN ANY DROPPED CEILING SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. 0 TABLE R703.8.1 / / D (EQUATION 16-8) 0 GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALLis required for each car space in a garage. D + L (EQUATION 16-9) BE SEALED. D + S (EQUATION 16-10) 0 SIZE OF STEEL ANGLE NO STORY ONE STORY Two STORIES E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + .6W EQUATION 16-12 ' ^ a,c (inches) ABOVE ABOVE ABOVE WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. ( ) u 000/4 W-0' 4'-6' 3'-0' THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) �_ M KNEE WALLS SHALL BE SEALED. 0 L r J L4x3x1/4 8'-0' 5'-0' 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z L5x3.5x5/16 1o'-o' a'-o' 6'-0' DOORS SEALED. ASCE 7-10 FOR 130 MPH DESIGN LOADS: ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPE D) IN EXPOSURE CATEGORY B. El TABLE R301.7 Qii C) L6x3.5x1/4 14'-a' 9'-6' 7'-0' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR HARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: W 1� FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSE, JJ a. Long leg of the angle shall be placed in a vertical position. ALLOWABLE GARAGE AND CANTILEVERED THE FOLLOWING LIVE LOADS: BCU_=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. � 1� FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 Z R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. Rafters having slopes greater than L/180 >-4 R703.12.1 Clearances. On exterior stud walls, adhered mason veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE masonry PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 with no finished ceiling attached FOLLOWING INFORMATION: I-iiiiiiiiii,I Z 1. Minimum of 4 inches (102 mm) above the earth RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO to rafters 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. O R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or plastic with a minimum THE DRYWALL, AIRTIGHT AND IC RATED. FLOORS: 40 PSF 2. LOCATION OF ALL JOINTS. - vertical attachment flange of 3 % inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 3. REQUIRED BEARING WIDTHS. A W% EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. w �T stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W 1�'1 R703.8.2.2. Support by roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC WITH STORAGE: 20 PSF W p y p g f / 4.3. BOTTOM CHORD LIVE LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.4. BOTTOM CHORD DEAD LOAD. U) anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ r ^ anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.6. CONTROLLING WIND LOADS. Cn V J N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and EXPOSURE CATEGORY: B FROM R301.2.1.4 shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. Exterior Walls With brittle finishes L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested 6. EACH REACTION FORCE AND DIRECTION. E] r T 1 R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the from seismic provisions of code per Exterior walls with flexible finishes L/180 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY Q into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size- 22 US gage. Minimum tie P housing and the interior wall or ceiling covering. R301.2.2 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. fastener = 8d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and ) Lintels supporting mason veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. > �:! shall be spaced not more than 32' on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6) Tenant Separation d tolls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PRESUMPTIVE LOAD-BEARING VALUE OF SOIL 2,000PSF Per TABLE pP g ry / 9. CONNECTION REQUIREMENT; FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., (townhouses) shall be insulated to no less than R-10 And the walls shall be air sealed. R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. v R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. inch in diameter. immediate)shall be located Weepholes abthe flashing. Systems NOTE: Soils with clay or clay and silt will require a redesign P immediately 9. of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: 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) and walls closer than 10 N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE BUILDING CODE. Q feet (3048 mm) to a building on another lot. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling (/) Exception: Walls perpendicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include A B B R EV I AT I 0 N S 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I_ (' R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of water disposal from roofs the capability to set back or temporarily operate the system to maintain zone temperatures down to 5TF (13'C) or up to 85'F(29'C). The thermostat shall D (EQUATION 16-8) - Z �/ that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. initially be programmed by the manufacturer with a heating temperature set point no higher than 70T (21'C) and a cooling temperature set point no lower A.B. ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE D + L (EQUATION 16-9) W R802.1.5.4 Labelingeach piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26T). A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT R.O. ROUGH OPENING 2 P P P ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = WE LOAD, � R802.4.2 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hat water boilers that supply heat to the building through one or two pipe heating systems shall A.F.T. ABOVE FINISH TREAD E EACH Lam• LOWER R. RISER 0 with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At P P ALUM. ALUMINUM EXPANSION JOINT LAUNDRY TUB R ROUND - have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 y p y p ( ) p ( ) 9 ANCH. ANCHOR ELEC. ELECTRICAL TCU_ = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ❑ valleys and hips there shall be a valley or hi rafter not less than 2 inch 51mm nominal thickness and not less in depth than the cut end of the rafter. N1103.3 R403.3 Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. S.C.MASONRY S.C. SAWCUT Hi and valley rafters shall be supported at the rid e b a brace to a bearin partition or be designed to car and distribute the specific load at that ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y PP 9 Y 9 P 9 carry P N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and < ANGLE point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQ. EQUAL MAX. MAXIMUM SHLF SHELF TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF )./360 OR .75". joists, such as ride beams, his and valleys, shall be designed as beams. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHE. SHEET 1 9 P Ys• 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. EXP. EXPANSION TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with Exception: Ducts or portions thereof located completely inside the building thermal envelope. EXT. EXTERIOR MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: accepted engineering practices. BD. BOARD MIN. MINIMUM S.S. STAINLESS STEEL 1. DEPTH, SPAN, AND SPACIMG. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated (,1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section M1601.4.1. BLDG. BUILDING EE. EACH END STL. STEEL 2. LOCATION OF ALL JOINTS. timber members or I-joists are prohibited except where permitted b the manufacturers recommendations or where the effects of such alterations are Exceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS. I P P P Y 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM F C L METAL SUSP. SUSPENSION 4.1. TOP CHORD DEA LOAD OR SNOW LOAD. specifically considered. / FLOOR COVERING CHANGE 4.2. TOP CHORD DEAD LOAD. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SGD SLIDING GLASS DOOR 4.3. BOTTOM CHORD LIVE LOAD. continuous) welded joints and seams, and locking-type amts and seams of other than the snap-lock lock and button-lock es. BRIG. BEARING gQ, SQUARE blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Y 1J P- types. EDN. FOUNDATION (NTS) NOT TO SCALE 4.4. BOTTOM CHORD DEAD LOAD. - - - ti BRK BRICK ni o 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FLA• FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION, ( ) piping ( ry) system piping P 9 ( ) ( ) BSMT BASEMENT FP FIREPLACE TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0' and doubled over 4'-O" unless otherwise noted on plan. Connect with tecos for header N1103.4 R403.4 Mechanical steminsulation Mandato Mechanical stemcapable of carrying fluids above 105'F 41'C or below 55'F 13'C shall O.C. ON CENTER T & G o N N ai r> o CL CENTER LINE F.R. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. joist spans of 6'-0" and greater. be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in OPER. OPERATOR 1 Pa 9 C.M.U. CONCRETE MASONRY UNIT FRM FRAME TFW TOP OF FOUNDATION WALL 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free flow of air. Not less accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J C.J. CONTROL JOINT OPNG. OPENING LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. 9FT, FOOT / FEET TYp TYPICAL than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. Code as amended), the 2015 International Residential Code as amended), or the New York Ci Construction Codes, as applicable, or with other approved GA. GAUGE TR 10. DEFLEC11ON RATIO FOR LIVE AND TOTAL LOAD. Section R807 Attic Access ( ) ( ) City RP PP CONE. CONDITION OZ. OUNCE TRPL TRIPLE GALV. GALVANIZED 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS 1 R ONE ROD R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 / 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. G.C. GENERAL CONTRACTOR UNLESS NOTED OTHERWISE O inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. z � GEN. GENERAL DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CBUNG ASSEMBLY, DRAFTSTOPS SHALL BE g Z framingmembers to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK PC POURED CONCRETE ' 9 GYP'. GYPSUM VERTICAL e than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only C.O. CASED OPENING VERT. INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT IXC® 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS The rough framed opening shall be not less t y ( y ) y ly G L PBD. PARTICLE BOARD z O a. accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). high-efficacy lamps. CANT. CANTILEVER GLUE LAM V.I.F. VERIFY IN FIELD WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN F1AOR-CEILING ASSEMBLIES UNDER THE z z z I z z � N LU C.T. CERAMIC TILE PL• PLATE Where the access is located in a ceiling, minimum unobstructed head-room in the attics ace shall be 30 inches 762 mm at some point above the HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: O_ O_ O_ i= O O_ z � w g P ( ) P HDWR. HARDWARE PND. PANEL W/ WITH FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS V) 7 Q g access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is CLG. CEILING 55 > a y 9 9 qSection M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD. WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 NCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. w Iii w N located in attics. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without C.R. CHAIR RAIL HD-WD. HARDWOOD PF. PREFABRICATEDWELDED WIRE FABRIC W W O: w O: a6 05 U PR. PAIR W.W.F. removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or HR. HOUR WO OR W/0 WALKOUT Section R902 Fire Classification replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WINDOW o R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A. B or C roofing shall be installed in service an appliance. PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WNDW TYPICAL ROOF & FLOOR TRUSS NOTES: N o DOUBLE jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C M1305.1.3 Appliances in attics. Attics containing Appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal DBL. I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. • TRUSSES SHALL BE DESIGNED IN ACCORDANCE Wf1N ACCEPTED ENGINEERING PRACTICE.roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured DIA- DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED P C E. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N DIR. DIRECTION COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photovoltaic panel system. Rooftop mounted photovoltaic panel system installed on or Above the roof covering shall be tested, listed and along the centerline of the passageway from the opening to the appliance. DN DOWN INSUL. INSULATION QUAD. QUADRUPLE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel system shall be installed in jurisdictions designated by law M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) DR, DOOR INT. INTERIOR REQ'D REQUIRED INSURE TIGHT FITTING JOINTS. as requiring their use or where the edge of the roof is less than 3 feet 914 mm from a lot line. above the floor in garages. I.S. INSIDE CORNER REF. REFER TO REFERENCE , (� q 9 9 ( ) 9 g DW DISH WASHER RMS. ROOMS TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND F- R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and DWG, DRAWING JT. JOINT REINF. REINFORCING,REINFORCED METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDEZ LATERAL STABILITY IN ACCORDANCE WITH AC W T R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDUNG, INSTAWNG & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. U higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less ' TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPUCED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL 12- CD than 4:12, entire roof to receive ice & water shield. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping is located less than 1 X • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O O m inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield lutes that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. _J R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof ( ) 9 9 PP P Y P W w slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where the W U di underla ment application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member _ 1 = Q y pP q GRAPHIC SYMB0LS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 1�1 R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing member. Z U o gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of - All general notes unless otherwise noted on plans or product specifications. a the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. penetrate through the roofing materials and not less than /. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is P O STRUCTURAL CALL. REFERENCE (n q a G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) from or 1 foot above an - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 9 Ys 9 PP� Y Y XX W9 it R 905.2.8.3 Sidewall flashing. Base flashing against a vertical,sidewall shall be continuous or step flashing and shall be not less than 4 door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground DETAIL REFERENCE compliance with manufacturers specifications and / or recommendations. ❑ W inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof level. XX c� - General contractors and subcontractors to review these construction documents upon receipt from architect The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from an air opening FLOOR FINISH CHANGE ❑ Z or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on PP• P P Y P 9 `` and report any and all discrepancies including any dimensional conflicts, immediately to architect for the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per hour shall be installed with a 9 inch vent corrective measures prior to construction. W termination clearance. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be # DOOR HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. ui 0 provided in accordance with Section R703.7.2.2. The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into p XX XX - The general notes and typical details apply throughout the job unless otherwise noted or shown. R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be the building. - - - BUILDING SECTION F c� overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing XX XX - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the O m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof Section G2439 (614) Clothes Dryer Exhaust <# PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z v adjustment before proceeding with the work. ;EQ deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturery 9s instructions. Dryer exhaust systems shall be independent of all - OMISSIONS: In the even certain feature of the construction are not full shown on the drawings, their Z 9 9 v over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. 0 o o 0) R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 construction shall be of the same character as for similar conditions that are shown or noted elsewhere on Masonry p Y PP P P G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust W and 4 of this code. the construction document set. W --- �-.� duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less - All work is to be performed in a professional manner and in accordance with best practice and consistent ❑ �,s' R O�� than 3 feet above the highest point where the chimney passes through the roof. with manufacturer's and supplier's recommended installation procedures. 0 RCLI RT �C� Section P2607 Waterproofing of Openings \ c - The architect has not been retained to perform framing inspections and or field inspection. The architect H �� P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed P 9 P / Q (3 '(,� Tt yF y�,� Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the buildin . Counterflashin Into the o enin of i e servin as a vent terminal shall not reduce the re uired is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing .��-f �e m R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Facto P ry 9 9 opening pipe g q 9 Factory internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. with respect to the construction documents. W ® �,� z built fireplaces shall be tested in accordance with UL 127. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS'), 8 NYCRR 69.5, ENTITLED - f ; -c I R 10004.5 Gasketed fireplace doors. A Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace SEALS', AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: R IS Ak. 1e- ' system has been specifically tested, listed and labeled for such use in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. �, R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. El 1 / r .. .. . N.... .Y.��............ Energy Efficiency N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or J NUMBER cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with -201 6 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. W UNIT 41 UNIT 4 2 SHEET NUMBER a. MODEL( B- 1 ) (MODEL B- 2 ) 0(0 T2 W- I I I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, fn 66-W X 24"MN CONNECT KING STUDS TO TOP PLATE � ATTAM TO EACH PAIR ROOF FRAMING WRAP I-I/4"X22 6A.6ALV.COIL STRAP Z rh-w X 2t MM 6F 6PPI RAFTS DBL TOP PLATE OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS ATTiIGNt To EAGN1 PAR 2x4 OR 2x6 E 2x AI LEDGER W/2-3/8"x5' LAG, Q V OF arm RAFTER-- ROO RAFTER RGA BOLTS a 16" OG INTO STUDS IG, O.G. V ` SM PLAN �PLAN 2X BLOGKIN6 O � 51MP50M STRONG-TIE Z ts ts o A35 a EV°RY RR AT 2 END BAYS 2X4 STUD WALL OR 611--IRONS 611 STIR" - CEILING JOIST OR GABLE a� � O � � o � m 51MP50N STRONG TIE H2 8D NAILS -TE 1`0 tv - TRU55 BOTTOM CHORD SIMPSON H2 CONNEGTOR a EA. = H � � co � � TYp, 8d NAILS TYP. RIDES 6TRAPS S V L DE AT rAaV TO EilCtt PAR 6F GfE051N6 RAFTERS. ALTERNATE TO RIDGE STRAP= F13 a EV STRONG-TIE �' TION:RIX£STRAPS ARE NI REQIRID WHEN 6aM TES OF PROVIDE 2X4 COLLAR TIE AT H3® EVERY RR RAFTER IG STUD AND KINGS ~ UPPER THIRD OF THE ATTIC SPACE (WEEN ALIGNED) � •� � Q C FOR USE FV�I STUDS�1}D USE IN GOM3INATION ONLY W Bd STUDS AND W/4-10d AT EACH RAFTER) GS-22 STRAP AT y "NAL V4 OR 1X4 UNDl3R ARE LOCATED N TFE LPPER THIRD OF TFE = N> AL16H IRAFT�DO NOT AL16N ATTIC SPACE AND ATTAL#1®r0 eAu1 PAR cF RAF113t5 W/4-IOd NALS EACH STUD,SEE U) 5 Z- LSU26 FOR 2x6 Laoa FOR 2x8,2x10,OR 2x12 DETAIL 4 Z V ` M O L W�c chi U Q FRAMED 6 ❑ U V � `a co � WI OR M -- OM co RIDGE STRAP DETAIL / RIDGE STRAP PETALIL L5IMMP TRRCCNC6J-TIE STS®6"O.G. D (FOR CATH.GL66 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO 5PEGIAL FT a I 2x AC-0 LEDGER W/3/6'x5"LAG, CONNECTORS REQ 2 / ', LOCATE AT EVERY RAFTER BOLT a 16" OG INTO STUDS STRAPPING TO BE I-V4 X22 6A. IN THIS AREA eo'Moer. KIS. LOCATE AT / KT5. 6ALV.,SEE DETAIL 4/DI.ALL STRAPPING ~ -TIE LT--TRON6 �aON STRONG TO BEAR A MIN.OF 10"ON FRAMING. LT-- / GABLE END HALL � 0 N V TIP.�op MAY urn I"AP�LED / PORGH -ROOF -Te 1116 OR rilo5 OUE1z I/Y 51fATFpN6 15 Imo. / 80 NAILS TYP. / FOR 115E AILS STUDS Atb USE IN GOht31NATI0N ONLY WHEN STUDS AND WS. RAPP I N 5 OETA I L DTI T ATTIC `RAI=TERS ALIGN WFrER5 DO NOT AL16N I 0 (I O KIS. STRAPPING TO RUN ONTO RIM JOIST,5EE DETAIL q/DI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRI GANE TIES`\ " AT WALL BELOW(TWO STORY) I \ KT5. LOCATED AT EVERY ROOF RAFTER \ � Z ATT I G o ` 5TRAPP I NC DETAIL 0 P05rAC*�, �2 FOR FRAME GONNEGTI ON5 0 ' WE EGGQ}4 ENDS Ln DI KIS. O rn 2ND FLOOR PRF- / STRAP OR 4x)2x PROVIDE 3"X3,(6"X3"WA5HER PLATT:AT ALL ANCHOR BOLTS 4-Ibd FADE NAILS FROM Z c) / MSTUSp3 SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ / GOLUMN P05T TOP ANGHOR '' -°B" 51MP50N PA13 OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF STRM START MALS THREADED ROD W/WASHER PLATE. EN?LENGTH KIS. LOCATE AT EVERY COLUMW 6tRDER GONMEG110N H/r IP r PROVIDE 3'X6'XO36'6ALV.STEEL PLATE W a MNL i( EW LF STUD NAIa 6-8D NAILS AT CORNERS AND INTERSECTING (4)NAL--MN IN --� WALLS. 3'X12"XC36'6ALV.STEEL PLATE WA F� r LENGTH(TYP) , 1 12-8D NAILS AT AT BUTT JOINTS IN STRA16MT SIhP50N L5TAI2 STRAP W/ I WALLS WARE TI-EIRE SINGLE PLATE OR HEADER 5-100 NAILS EAGH END AT aEA R SPAN I GUT LENbTtt / F_�, A AY� 24'MINIMIM LAP SPLICE 2X6 KING STUDS NAND= EACH JACK STUD ONE AT SPANS UP TO b FEET O TWO FOR SPANS 6 TO D FEET _ FFAIGE MN ENP MA301 ROD THREADED 6'BOTH EW5. 12-IGD MIN.NAILS THREE FOR SPANS 12 TO Ib FEET ONE AJT PANS<6'A.NJ=G 130TTOM 8 3/4 AND I ROD AT 51MP50N STEEL 5TRON6 WALL,SEE PLANS DISTMLE OF 7/8" BD LENT I JT LOOK NA115 AT ALL SPLICES TWO AT SPANS FROM V TO 12' F- W Ir MN 7 iv UNLESSTHREE ANOTED OTHERWISE ON PLAN N SIMPSON O POST BASE 2"X3/8"X3"WASHER PL W/NUT EACH 510E (4)MALS MN N I AEiU4-4 OR ABU66,SES PLAN Q (4 L ALS ( IN C5-22 COIL STRAP I UPPER STORY 5HEAR m (� I ( l WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL ® EXTERIOR HALL ❑ w FLOOR TO FLOOR TI E5 I l F - -- BELOW GONNEGTION C) 4 I FOR 5ET BAGK WALLS HDU HOLD-DOHN5 AND 5TRON6 HALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONNEGTION KIS. LOCATED AT EVERY STUD I `\ FOUNDATION 1/2"0 HOOKED ANCHOR BOLT WT MIN Etffi®ttET1TOREXPAN510N @�N.T ��-jj i GOL SIKHS LNDl9t Si1FATH1N6 PROVIDE bd GOH•MON(Ol�l x 25'LONG)N4L--. I Nn- \ BOLT W V MINIH.M EMBEDMENT S. I� Km �"J KT-9. GOL STM M 6fATHN6 PROVIDE:Lod GaMM(Vr4 x V LONA WLS. I \\ N.T.S. U (n `\ GOLUMN P05T BOTTOM ANGHOR LOCATE AT EVERY COLUMW 61RD1R t oNNECTIoN RM�,IH, ■ ALLOWABLE HOLES - c To SLAC RM Jac SD NAIL 0 6 0/6 AT ALL PANEL EDGES (� , \ Ham'"'N"�Ta N� IbD NAIL®24"olG IbD NAIL®24 0/G 1'- �../ A5 HTR W FI 51MP50N HGP HIP SHEATHING LVL Headers and Beams � HIP RAFTER, I(6 05B OR PLYWOOD W SEE PLAN Microllame LVL I Rc�� CORNER TIE INTERIOR 1.3E TimberStrande and Q NOTE=WERE 24'WIDE MINIMUM FULL HEIGHT I (4)MALS MR N LSL hole zone Parallame PSL 2 x e diameter of the Y depth V WALL RETURN 6 PROVIDED AT ENDS OF R"LBJ6TN hole zo largest hole(minimum) O BRACED WALL LINE THE 8001}HOLDOWN MAY BE 5 IMNATt7J. PROVIDE TWO(ONE AT EACH IZ LF?J6Tt1(MN) Y SD NAIL®b'O/G 5100 05-22 STRAPS PER DETAIL 4 IN LIEU OF I NAIL 55HEATHING TO SIWSO"SP WASHER `` ° o AT ALL PANEL EDGES INTERIOR dE - T - ° - - y - - - - - - - 0 0 L5TA36 STRAPS SHOYd!IN THE DETAIL. EXTERIOR GYPSUM BOARD o ° ° I SILL PLATE W ed � 2x ACa SILL PLATE. DOUBLE o NAILS a 4'0/C SILL AT FULL BASEMENTS 5/8 DIA STEEL ANCHOR J T'MINIMUM - -- - - SD NAIL® 12'0/G AT ALL Microllame LVL and BOLr5 MAX 2'-B OL. %x I0 RAT WITY Parallame PSL EMBEDMENT EXTEND BOLTS MN.T'INio 65-22 COIL STRAP �TO RNT13t MEMBERS NOT AT PANEL E06E5 allowed hole zone FON.WITH TIGHTENED NVr E 3'x 3'WASHIat TO EACH BOLT. middle Y span (Z)1 x i AGQ ShPSON LTP4 PLATE HALED TO ■ PROVIDE TERMITE SHIELD SILL X01 ' p�Y �v OR SHEATHING IN5IDE CORNER OUTSIDE CORNER r L5TA36 W ABOVE NAILS •4 GONTIN 0115 BAR SEAL AND MAINTAIN 8'MIN `'U �� RM MD 5l1 PLATE®Ii"o/G AT Fiat RA U WM;E INTO STUD ABOVE AND IAGAT�2'TO b' FROM WD TO FINISHED GRADE Vk=Jac WIS-I s d 1.3E TimberStrande LSL allowed hole zone d r` r � ti BELOW(2 EACH CORNEW FROM TOP OF WALL PLAN MEW PLAN VIEW Lu Tall=2,980x NOTE= N�a FHt TAttJ »D Wl`LM General Notes Q N N N COIL STRAPS UNDER SHEATHING PROVIDE=8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP o N N M M tU C r SEE FOUNDATION PLAN STRAPS OVER 5HEATHING PROVIDE=lod COM�NON(0.131 x 3'L.ON6)NAILS. C�/TC,L7 I/917 G/1171.1 HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded PLATE HIP CONNECTION ON EXTERIOR lJlt 1J1�1`l DEPTH HOLE SIZE headers and beams only. LAY-OYER OR FAL5E VALLEYB ST�APPINC DETAIL WALL FRAly MING 4j„ 1" • No holesnd i canal nd STORY GORNER GONNEGTORS :�IAL ANCHOR BO�1: STUD TO RIM SOIST TO 51LL PLATE �� 5Yz1%a • No holes in cantilevers. . 2" • No holes in headers or beams in lank orientation.C�ORNJ=R KIATTON AS NOTED KIS. LOCATE AT PVERY STUD KIS. N.TS. N.TS. See illustration for Allowed Hole Zone p DO NOT cut,notch or drill holes In headers except asCD Z Z Indicated in illustrations and tables. Z a a A MNMLIM OF TWO BRACED WNL-LINES 04J LIE f�JIRED IN EAI DRWTION OF A OLMLDIN6. BWLS SHALL NOT 13E SPACED mem gW*P ry�atom n n o 0 0 o o Z J w MORE THAN 60 Fr APART. WNI WTHIN A BW- L NOT BE OFFSET BY MORE THAN 4 FEET PROM A OHL.. BNL LOCATIONS ARE N� To CGP al'PGM(wALL�U`�-�,I INOTE, To Tw a-PON1(wAIL II"us» I I 5 5 co w � 5 a_ a � INDICATED ON FLOOR PLANS S 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I w W U SM'S0N WV MCLDM AT 06-W5P DRATV A BRACED WALL PANEL IBI�PJ`%W1 BEGIN WTHM 10 FEET OF EAC44 EW OF A OHL.. THE DISTANCE BETH I AD446BM PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WAL ENP PANELS(TYPE A)itIPU A5 FZgW E76M OF BWP5 SFWJ_NOT BE eRFATL'R THAN 20 FEET. TH['92E SHALL BE A MNMUM OF TWO BW ON EACH BWL EXCEPT AT ®I AT DRAG®WAL PETALS G ANP R WALLS<16 FET LONG MAY HAVE ONE 4W OR LON6tS2 BNP. BWP5 DIRE TYPICALLY CS-W5P SHEATHED BRACED WALL PANELS ® ITYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON FLAN WHERE BHP TYPES A 3 I/2'WIDE LVL HEADER(SEE FLAW o ® S-W NALS AT DITIZ AND B DO NOT QUALIFY DUE To MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. CCNTINJol15 TO OUTSIDE OF PANEL N ® BWP TYPES ARE INDICATED ON FLOOR PLANS. 0 N ® 3/8'm THREADS ROD ® 11 z z � G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALT-MEET THE MINIMIM I.EiJE OF TA LER602.105. NAIL 1(y'MINIMINI WALL CONTINUOUS II1'4 MIN DEEP HEADER To CONTINUOUS III MIN DEEP HEADER TO NOTE=WHERE 24'WIDE MNIMIM RAL W16K OUTSIDE KING,STUD(SIE PLAW Q OUTSIDE KING,STUD(SEE PLAN) PA18 ew WALL RETM 15 PROVIDED AT ENDS OF SHEATHING Pm ad NNLS a 6'O/G dv6E5)AND L2'0/G(FIFO)AND PROMIDE 7X I- CS-IWSP BRACED WALL LINE THE 8" BLOCKING AT ALL UN5UpPORTED PANEL.E0EiE5. PROVIDE 000 POLM HOLDOVN FASTEN J'SHEATHING TO HEADER W ' FASTEN J'5HEATHINS TO HEADER W ' Z HOLDOHN MAY BE ELIMINATED. PER DETAIL Iq OR.2O AT ENDS OF BRAS WNL LH25 THAT DO NOT NAVE 6D NAILS a 3.0/6 IN EACH DIRECTION 60 NAILS a 3'0/C IN EACH DIRECTION LLJ EITHER A24'MNMLIM FULL HEIGHT WNl RETURN OR A 46'MNMUM BWP. 51MPSON LSTA24 STRAP ON BOTH SIPS AND � SIMPSON LSTA24 STRAP ON UNSfEATHffD TRIM TOP OF PANEL AS REMO 2 � COO S EACH OF HEADER TO JACK STUD W 16-1 NAILS Z FACE W Ib-IOD NAILS } FASTEN TOP PLATE TO HEADER W 2 F- FASTEN TOP PLATE TO HEADER W 2 1 m TABLE R602.105 MINIMUM LENGTH REQUIREMENT OF GS-NSP z 6-1/4'SDn SCREWS CONTINUOUSLY SHEATHED BRACED WALL PANELS 1PORTAL- ROW5 OF 16d NAILS 0 3•o/G zp ROWS OF Ibd NAILS a 3'0/6 z WALL MIN PANEL BOTH 51 (4 STRA MPER PANED W I EDGE ON WALL AJAGENT CLEAR MINIMUM LENGTH OF U O HEIGHT(1=T) OPN6 HE1644T BRACED WALL PANEL PANEL_ PANEL_ v I V OF NOT HEIGHT(FT) WIDTH'L' UI w MP5ON CM COUPLER NIT (154- 24' LE55 THAN 16"HAVE 8 FT WALL 8 FOR 9 LE55 THAN Ib FOR ONESTORY AND 24 FOR HAVE A 8 25' Q ( h = Q $ 64'TO 80' 32' Fr WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' v 80'TO q6' 36'0 x PLAN FOR ACTUAL LENGTH NGTH SEE PLAN FOR ACTUAL LENGTH O <64' 21' GYPSUM BOARD '65'BRAGED WALL PANELS(TYPE B)SHALL BE Q ID 36 PANEL VERIFY IS PLUP6� (' 3/8'1 ANCHOR BOLT OR q 64"TO 80' 30' 46'MINIMUM IN LEW11H ON BOTH SIDES OF WALL Phi TABLE 12 42' NOSE=DETAIL APPLIES TO ADHESIVE ANCHOR 80"TO qb" 41' `RG02J05. 56CliREX�'6YP5llt•1 BOARD WTH bd 0001.CR NAILS, (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER Q (� n <64' 30' r0415•x W 6YI*%H BD NAILS,OR jM"x II AMILARIZINSM 10 64'To 80' 30' NNL5.7'0/C ft)S M)AND701C.(IFIED). BLiOCaGN16 6 NOT O ° I-L 60■TO cb■ 38■ El `REC>XI II AT UH5UPPORTED PA EL EDSM WHM PANELS ARE BLOCKING AT PANELL E06E5 BLOCKING AT PANEL ED6E5 CV INSTALIJ:D NORIZONTAL1 PFaOVIDE.!DIST OR TRUSS OR RAl 'Partial credit for panels 36"to 48"wide per R602.10.52 HE16W ►�DIRECTLY ABOVE AND BELON TYPE B WALLS. . „ _ TYPICAL HOEDOWN DETAIL AT ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES L EQUAL TO iii c� CONTINUOUSLY SHEATHED WOOD TWO KING,51`05 or > 12" FASTEN IAI6'SHEATHING,TO EACH STUD FASTEN 1116'SHIEATHN6 TO EACH STUD FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND 51LL W 8D GOh1H10N NAILS s 3'0/G AND SILL W 8D COMMON NAILS e 3'O/G FA5Tr3N 7/16'SHEATMN6 TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W 8d NAILS a 4'O/C J ICI KT5. PORTAL DETAIL A'ONLY APPLIES SIMPSON H5 HIOLDOWN W 14-1/4'SD5 5IMPSON HDU2 HOLD"W 6-114' TO 2 FT TO 18 ET WIDE OPENINGS. SCREWS N DOUBLE END STUD SDS SC.REW5 IF NO FLOOR ABOVE. Z 9 co TABLE 602.10.3(1)BRACING REQUIREMENT5 BASED ON 14OMPH TAE3LE 602.103(2)WIND ADJUSTMENT TO FDU4 HIM IF O 10-1 ABOVE. U WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEI6HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-WV ANCHOR BOLT OR EXPAN51ON SGRBdri IF FLOOR ABOVE. PAN} TO 51T DIRECTLY ON TOP OF � "i CONCRETE FOUNDATIiON WALL (n SIMPS N DTTLZ haPaN AT 66-W�P DRAGED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2"Jts{y'PL WASHER VVI ANCHOR OR EXPANSION BOLT 0 WALL END PANTS(TYPE A)tGU AS WMRID ADJUSTMENT STORY CONDITION ADJUSTMENT ®I AT W"WALL DECALS 6 AND R STORY BWL 5PAGING CONT METHOD 6B #4 BAR CONT IN TOP OF CONCRETE 13 TE VER BASED ON SUPPORTING, FACTOR CONCRETE =4 BAR CONT IN TOP OF CONCRETE 2-1/2'1 ANCHOR OR EXPANSION BOLT SHEATHING, EXPOSURE CATE60RY ONE STORY G 12 FOUNDATION FOUNDATION FDu�ATION 5 IOD NN S AT DTTIZ TOP IO' tar= SS' EXPOSURE CATEGORY ONE STORY D IS Z E XP05URE CATEGORY TWO STORY G 13 PARS IB ANCHOR BOLT OR 3'e THREADED #SOF 1GONGRETE FOUH✓DATION SIMPSON SBVSX24 OR PART-18 ANHGHOR � � /' �®? � TOP 20' 5.O' 10.0' E:XPO%R.E CATE60RY TWO STORY D 1.6 EXTEND WALL SHEATHING OVER RIM JOIST ROD W WASHER PLATE,�DETAIL 15/01 PARS-18 ANCHOR BOLT OR 3'e'THREADED BOLT OR Ye'THREADED ROD, W OVER ROD W WASHER PLATE,SEE DETAIL 15/01 SEE DETAIL 15/DI ® ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL CDGE TOP 30 1.0 145 FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 16 FT WIDE OPENIHH65. In 38T Q ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL RIAS CONTRIBUTING,LENGTH OF 46"TOWARDS Rb02.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS !� TOP 40' 4.0' 051 ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGUIRENENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WNL TO BE ODNTRIBUTIN6 LEN6TH OF 48"TOWARDS R602.10.3(U MINIMUM LEHr6TH SIMPSON STRONG WALL REQUIRES EN61HL DESIGN TO /C Q C TO DETERMINE PANEL SIZE AND ANI BOLTS FOR ❑ N 1 ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 (�ON FIW FLOOR APPLICATION ONLY. REMIREMISTS FOR BRACED WALL PANELS AT BRACH WALL LINES. ACTUAL}HORIZONTAL DE51GM WIND LOAD AND CONDITION �W TOP 50' 11.01 23.0' ROOF EAVE To R106E ROOF+2 FLOOR 15 FT 1.1 :. ...................................................: ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP b0' 13.0' 215' HALL HEIGHT ANY STORY b FT 0.01 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL OB NUMBER 3/8'1 ANCHOR BOLT OR = WALL HEIGHT ANY STORY q FT O q5 ADHESIVE ANCHOR BOTTOM of 2 to s.o Io5 WALL HEIGHT ANY STORY II FT IAS C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F 2016023BOt-IOM OF 2 2O' 40 Iq.O' WALL HEI6INT ANY STORY 12 FT I.I NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 "o: •° NI BER OF OHL PER PIAN DIRECTION AT STORY 3 1.3 E NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W ba$a BOTTOPM OF 2 30' 13.0' 21.5' Q SHEET NUMBER NIMB)3Z OF BWL PER PLAN DIRECTION AT STORE 4 1.45 BOTTOM OF 2 40 11.0 36.0 NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 r2f��BRACED WALL PANEL DETAILS a HOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY 2D GYP BD FASTENING ANY STORY 4"o/G D 1 NOT TO SCALE UNIT 41 (MODEL B- 1 > <J NIT 42 0.l B- 2 ) Z KIS. BOTTOM OF 2 60' 25.0' 52 5' APPLIES TO METHOD GB ONLY (MODEL C7 W Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA fA A t INDICATES LOCATION W OF FIRE RATED ROOF d A 2 HR SEPERATION Z 10'-0"HIP WIDTH WALL SHEATHING,4'-0" 82-5 -L PER UL#336 W E FIREWALL-EACH SIDE FROM CENTER OF 4 " 4 O" U 2 RIDGES TO ALIGN (NO VENTING) (NO VENTING) o V � RIDGE VENT I 2 O RIDGE VENT H .fid cin 6"AZEK TRIM BOARD �, B I'x 8"AZEK RAKE -5 X X 6UTTER5 d LEADERS I x 3 AZEK TRIM ALL GUTTERS d LEADERS SHALL BE BAKED WHITE ALUMINUM A32"MIN.GAUGE,GUTTERS 12 HARDIPLANK HO Q O ¢ w c M 4 CLAP SIDING / ✓ 12 12 12 SHALL BE 5"SEAMLESS,0-6.STYLE W/ALL / ❑ � `�co RELATED E REQUIRED AGGE55ORIE5. LEADERS 12 12 12 = ^ SHALL BE MIN.2"x3',.027"GAUGE W/CLIPS E E WINDOW GUTTERS a LEADERS b AZEK PRIM BOARD ANCHORS. CAULK 3 SEAL ALL JOINTS. PITCH 12 ALL GUTTERS d LEADERS SHALL BE BAKED +/- II / M GUTTERS MIN. I/8"/FT.PROVIDE P.V.G. - WHITE ALUMINUM.032"MIN.GAUGE,GUTTERS RECEPTORS 8'ABOVE GRADE TO RECEIVE , 8" 8" 8" HARDIPLANK HORIZONTAL RRELLAAT DD BE¢R�IRID5�E555ORIIEE5W ALL ERS � a LEADERS(CLOSED GAP DESIGN). 12 12 CLAP SIDING SHALL BE MIN.2"x3',.027'GAUGE W/CLIPS +/- 11 +/- I I 2446 - OH. OH. OH. lox 8"AZEK RAKE BD W/ ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH T 12�� I"x 3"AZEK TRIM(fYP) GUTTERS MIN. I/8"/FT.PROVIDE P.V.G. R0:2-4N b'DIAD.AZEK � ' Z-H12 12 TRIM BOARD I'AZEK 51iEETIN6 +/- I I +/- I I X 4'-b" 2040 2040 a - - LEADERS(CLOSED 8ABOVE � 0 RECEIVE _ DH DH b"H16H BLIND - 12 o 6'HIGH BLIND -----— - _ - ,�9 Z Lu � — FLASHING - - - - - - - - - - - - - - - FLA5HIN6 _- _- O _ :., DINING AREA _ _ o x8 FASCIA BD. ALIGN PLATE HT. I'-o" — — — — — — OH. b" b° `p F 15 M.BEDROOM CLOSET I'1 I'-O' OH OH I O" 1x8 FASCIA BD. / ,. PLATE HT. OH 12 PLATE HT. i OH / / / / 2 0" U LINE OF ROOF I I - _ OH. - 200" 9 TRU55 BEYOND - Ln I LL o m -i -IF , i PVG SMJTTERS WITH FIXED = Z (3) 2x8 P.T.GIRDER o 10"AZEK I I = HINGES. WIDTH OF a ❑ Qji (z) BEYOND -' FRIEZE BD. 1 I p ry SHUTTER TO BE HALF Q I WIDTH OF WINDOW. o w Ixl2 AZEK Ix8 FASGIA BOARD TRIM i i / _ II = COLUMN® v I I114 ZA ! —COLUMN® COVERED LE PORCH BEYOND ii PORCH BEYOND = IILI [LL 51MP50N LU528-3 FACE FIN.IST FLOOR_ I I _ _ / - ,! _ _FIN. 15T FLOOR O :6- 111 L L-L MOUNT HANGER LEV.+0'-0" :t — — — — — — — — — — — — — — — — — — — — — — — — — — — (3) 2x12 P.T. 61RDER BEYOND h� IN I I I I I i I I I I I I I I SOFFIT I I HATCHED AREA I i 1x4 AZEK TRIM I I (n — I I l I r X INDICATES LOCATION ALL SIDES p Ix AZEK TRIM BOARD OVER - - - - - n 1 n I n I"O 61RDER5(TYP) I I I I I I OF FIRE RATED ROOF 4 I I I I m (� �r u w'I r OH. I I I I I I WALL SHEATHING,4'-0' I I I I ❑ W O 51MP50N BG52-3/6 P05T 1"�1 GAP ANCHOR o ( I I I I I FROM CENTER OF I I I I o FIREWALL-EACH 51DE l o l 10" SQUARE H646 PERMA GAST I I I I I I I I I I LJ COLUMN#46382 W/SQUARE I FLAT GAP 4 BASE (OR EQUAL) - I I I I I I I I CORNER COLUMN TO BE I I I I I I I I I I m 4" 2'-0" i Q CL 2 HR SEPERATION I 1 = PROVIDED W/SPLIT KIT BASEMENT I I I I I I I I I I BASEMENT ~ - - WALL PER UL#336 - - - - - - - - - - - - - - - - - - - - - - - - - bxbP.T. POSTWITH5IMP50N r —T�- - - - TI- - - - - - - - - - - - - - - - - Lr - - - - - - - - - - - - - -- - - - - - - - - -11— r_ _T - - - - - - - - - - -�1— �- Q I I F_ ABU66POSTBASE (TYP -ALL L — J- - - L - - -L - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - -- - - - - -- - - -�-I-- - - - - - - - - - - - - - - - - - - - - - - -I- - - - -I- - - - - - - - - - - - - - - - - - - - - - - -I- -I V COLUMNS) Z UNIT 42 UNIT 41 W TYP. REAR COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA) A MODEL B- 1 (INKBERRY) �RO�IT ELE�1'ATI01� o B2-5 1411 = 3/4"=V-0" / 11-01 2 HR SEPERATION A WALL PER UL#336 82-5 4'-0" 4'-0" TYPICAL ROOFIN6: HATCHED AREA INDICATES LOCATION OF (NO VENTING) (NO VENTING) ARCHITECTURAL SHINGLES 15# RIDGES TO ALIGN FIRE RATED ROOF t WALL SHEATHING,4'-0' I R106E VENT FELT UNDERLAYMENT co FROM CENTER OF FIREWALL-EACH SIDE - - _ -- -- - 5/8" PLYWOOD SHEATHING Q N N N oS cr° N ci r N N M co W r RIDGE VENT IN 8"AZEK RAKE BD W/ IN 3"AZEK TRIM 12"x 18"VINYL HARDIPLANK TYPICAL ROOFING: 6'AZEK TRIM LOUVERED VENT HORIZONTAL CLAP SIDING ARCHITECTURAL 12 z u, 5HINCLE-5 15# FELT a UNDERLAYMENT 6"H16H BLIND 12 - b"AZEK TRIM BOARD g z " PLYWOOD FLASHING z z z g z z z 5/SPL o oo � ag Q w z � � cn Na SHEATHING I q I"x SN AZEK RAKE BD W/ �' > S > a g 12'-0"STEPNil 11 1 x 3 AZEK TRIM(TYP) M w m v J W W GEIL.BEYOND \ Roof: TRJ55 DE516NER TO / co ROOF® COVERED 12 l ADJU6T HEEL HEIGHT FOR " o / b DIAD.AZEK N PORCH BEYOND r_--____-- q ROOFS TO BE FLUSH a 12 TRIM BOARD o N 1 12 10'-10" 6 HIGH BLIND Q B2-I LINE OF HIGH-b"H16H BLIND 2 =All Al FLASHING GEIL.BEYOND FLASHING _ 2-1. — — — — — —— — — — — — — - - - - - - - PORCH _ f_ -- - - - -- - - --- - - - - / ' /� nn nn - - PLATE HT �f T GREAT ROOM PLATE HT. i --- - -- --- - - - ENNNNNNI rill , I..�I LJ I I 1 1 I I WW I I I I I I B2-I II II II II II 0 U _LJ 11I I I I I 11 I I II II II � ILI '�' _ II I II Z II II II = II I II 1 IS'- I I WI TH 1 I i i F] FIT611c" BIS WI TH i i W 4 - o W j 11 i � - � I - � � I I i t I I I I I I I I ❑ I I I i t O O 1 1 I I I I W I I I I I _ LL dJ 1 1 I I I b'AZEK TRIM tu I I I I i t I I I I I I i t I I I ALL SIDES F I I I I I I I I I I I II II II II II I (9 m o i i i i i 2020 NYSRG- R312.2.1 ui FIN IST FLOOR I I I I I I _ I I I I I 1 FIN. 15T FLOOR IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Z qQ Q / / / j ELEV.+0'-0" 2020 NYSRG- 62421.8 (503.8) OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24" C7 0 o ai - - - - - - - THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN THAN 72'ABOVE tp ..�5 R�..... YENTIN6 5Y5TEM TERMINATION LOCATION: ABOVE THE FINISHED FLOOR AND GREATER I Ir----�---� I -- THE FINISHED GRADE OR OTHER SURFMGE BELOW ON THE W G � I I I I I Iu� go " I IIII II IIII IIII II IIII I INPUT OF 10,000 BTU PER HOUR(3K1^I)OR LE55 SHALL BE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL �N RT 6 AZEK TRIM 4L 51DE5 ( I I I I WALL BEYOND I " I I IIII II Ild I I I 6x6 P.T.POST WITH 51MPSON ( " COMPLY WITH ONE OF THE FOLLOWING;: I IIII II IIII b" AZEK TRIM 6 AZEK TRIM 1111 II Ild I BG52-3/b P05T GAP ANCHOR d LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A OPENINGS THAT WILL NOT ALLOW A�4 INCH DIAMETER SPHERE bxb P.T.P05T WITH I I I I I I I I IIII II IIII I ALL SIDES I ALL SIDES I II II II I I BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 TO PA55 THROUGH THE OPENING IN IT5 LARGEST OPENED ":' " R n ' 5IMP50N BG52-3/6 I I 0 I 51MP50N ABUbb P05T BASE(lYP- IO" SQUARE HBtc7 P6RHA CAST I I I Illi EGRES SII I I I I IIII EGRE55 IIS j I ALL COLUMNS) I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE POSITION. P05T GAP ANCHOR I ( I COLUMN#46382 W/�gARE I I IIII WINDOIo i - III I I I lu 16JINDOW IIS I I I INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND *FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 I ILI-_=�_==� ___ Q SIMPSON A8U66 L=__=LL=-4I=J 4 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOURPOST BASE f iYP- I I I FLAT GAP 4 BASE(,R EQUAL) I I LI__-__--__IJ I I I LI________ J I I q 10" SQUARE HBd 6 PERMA CAST I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (�WINDOW OPENING CONTROL DEVICE AFTER OPERATION To - CORNER COLUMN Tp E COLUMN #46382 W/SQUARE RELEASE THE CONTROL DEVICE ALLOI,4N6 THE WINDOW TO cn ` 3N i 0 ALL COLUMNS) I I I I I I I I FDI I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN SHALL NOT REDUCE THE MET CLEAR OPENING Q PROVIDED W/5PLIT KI q I ' `— FLAT GAP d BASE (OR EQUA..) INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. ❑ /1/�W�(Q I I I I I FDI _ _ _ I I I - CORNER COLUMN TO BE I AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. 2 HR SEPERATION � PER UL#336 I I I PROVIDED W/5PLIT KIT 1 BASEMENT J B NUMBER Aw BASEMENT _ _ } _ _ - - - - - - — -- - - - J11 —— - - �- - ji— — — — — - - - - - - - - - - - - - L__ __j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - � - - - .. 16023 UNIT 41 UNIT 42 UNIT 41 UNIT 42 DUET CLUSTER = SHEET NUMBER B2 5 REAR ELEVATION Z MODEL B- 1 (INKBER-PLF..Y) MODEL B-2 (MAGNOLIA) I/4 —0" (MODELB- 1 ) - ) ELEVATIONS W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED co -� SELF FLASHING ASPHALT ROOF SHINGLES 1— W /II pQ II 5TANDIN6 SEAM METAL W —II�IIL IL\ CHASE GAP �+ 8 6" TRIM GAP U �■■•� RIDGE VENT - - - PLYWOOD 5FEATHIN6 / � 12 OPTIONAL WOOD 15#ROOFING FELT PAPER •- B t 6 GHA5E WITH METAL / L ) s 12 INSTALL IGE t WATER SHIELD PER U •o-- °� D SHIELD� GAP AND CULTURE MANUFACTURERS SPECS.TO ROOF FRAMING INSTALL ICE d WATER 5H � � '�o 12 STONE VENEER GARAGE DORMER — - — -- -— - - MAINTAIN - - - - T PER MANUFACTURER'S ' BEYOND SPECIFICATIONS TO MA N MAINTAIN DOWN FRONT T IA / j ,E 2 Z_ 12��. - _iu - _.w_ _- __-._:.-- .:.: _ -- - NE OF MIN 4'TYPIGAL - __ - V rn i LI ROOF BEYOND® / 'v PRODUCT Z M C R, RIDGE VENT 0.40 ALLIHN M DRIP E06E Q w c') BEDROOM#2 NOTE: RIDGE VENT - - _--- - APPLY IGE 4 WATER SHIELD IN GAP / U _ L �' � 'Iow- 911111111 FAIR FATHER WHEN THE AIR, ❑ M w - 12 ROOF DECK AND MEMBRANE 6UTT R / �qlT ARE AT TEMPERATURES OF �- VI 2 40°F(5°C)OR HIGHER. a , BI-I 12 12 - GABLE q q FLUSH ROOFS o f OH. _ Ix8 FASCIA BD. - —� 11 1 v�4 8"AZEK - nn nn nn— _ PORCH Z M.BEDROOM FRIEZE 2L).- . PLATE HT. O PLATE HT. JJ l'-4 FAAPIPRWEATHER I YIGE TER SHIELD IN j H. H-B�I THE AIR,ROOF DECK AND w l i i I MEMBRANE ARE AT F_ NOTE W: � I i i i � TEMPERATURES of 40°F(5°G)oR PVG 5HUTTER5 WITH FIXED 0 iii LLU HINGES. WIDTH OF I I I HI6H� Z O 5hMJTTER TO BE HALF i i i i = U = I I I = J I FASCIA BOARD 'AZEK SOFFIT WIDTH OF WINDOW = B2-I BOARD W/2'GOVT. � ' ^ $ I I I = Q I 4 VENTIN6 OR VENTED W LJ J EXTERIOR WALL I I I o = - I I - VINYL SOFFIT F- o -HARDIPLANK 5HIN6LE 51DIIN6 ° I i Z -TYVEK OR EQUAL a� (� O i i ❑ v `� -,/I6'05B 5FEATHIN6 I I I DETAIL -2xb WOOD STUDS® 16"O.C. I I I -6"R-21 BATTS l I I n n 4pFIN. FLOOR I I I ' - - SCALE: 1 1/2 = 1 -02 - - - _ � _ _ � FIN. IST FLOOR � . IF WAIL® GARAGE 12" SQUARE HB46 PERMA GA5T I AZEK TRIM I I I WALL-#BEDROOM BEYOND COLUMN W 5QUARE FLAT GAP I ALL 51DE5 I 6x6 P.T.P05T WITH Ix4 AZEK TRIM I I I ^ - 4 BA5E (OR EQUAL) - CORNER I I I ( I 51MP50N B052-3/6 q"(R-30)BATT + '(R-Iq) H COLUMN TO BE PROVIDED W/ I I POST GAP ANCHOR d I I I T I BATTS= GOMBI INSULATION 611 (R-Iq) BATT5 W r SPLIT KIT �-L SIMPSON AM66 NTINUOU5 ABOVE � r - I I I I I I I VALUE of(R-4 Q BREAK P05T BASE(TYP- FDI 0 _ ALL GOLUMN5) I I I I I"AZEK 5HEETIN6 OD DONT.BLIND FLA5HIN6 ❑ w O 2"x 6'NAILER-LAB BASEMENT ( I I I I I I BOLT TO VERT 5 L - - - - - - 1 - - - - - -1 W/ VIA Xb LBOLTS L- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- -I- - - - - - I- - - - - - - - - - - - - RICHT END ELEVATION 2020 NYSRG- 6242�f.8 (503.8) 2'x 6"RR® I6" I I 2020 NY5RG- R312.2.1 1/4" = 1'-Ou °G VENTIN6 5Y5TEM TERMINATION LOCATION: IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN " I I 'q" (R-30) BATT5 w THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24 " " AN INPUT OF 10,000 BTU PER HOUR(3KW)OR LESS SHALL ABOVE THE FINISHED FLOOR AND GREATER THAN BE UNIT 41 MODEL B - l (INKBERRY) @16110C 1611050FFIT BMS BE LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW 11 I I U BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW HEADER PER PLAN I I OQ 10,000 BTU PER HOUR BUT NOT OVER 50OX BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: HOUR SHALL BE INSTALLED WITH A q INCH VENT #OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE To PA55 THROUGH THE OPENING IN ITS LARGEST INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION I It A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF #FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 20gO B TRAN50M WINDOW LOCATED AT LEAST 12'ABOVE GRADE. (THE WINDOW OPENING CONTROL DEVICE AFTER R106E VENT B2-5 I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 53 SQUARE FEET. 12 LINE OF ROOF BEYOND® MASTER -_ \ \ "XS"® I6"OG FOR SEAT Q N N N M ti r N _ Lq N N M M t0 CL05ED CELL SPRAY FOAM BEDROOM R106E VENT / OH DOUBLE-HUNG WINDOW I I IIN5ULATION TO COMPLETELY FILL SEAT GAVITY 35 INSTALL ICE t WATER SHIELD kz PER MANUFACTURER'S - 6" 2 2"X8"® END C R 51MPSON CONNECTOR SPECIFICATIONS TO MAINTAIN ,� *�-� �'� OH 51MP50N H2-5A CONNECTORS PRODUCT WARRANTY RIDGE VENT - I"x 12"AZEK TRIM z z NOTE: 12 (+/- , 12 BD B' "GYP BD z z z 01) O z z a s APPLY ICE E WATER SHIELD IN 0 o o z 04 It w FAIR WEATHER WHEN THE AIR, ROOF DECK AND MEMBRANE 5 5 S 5 > z 7 RIDGE VENT o 5/4"TE6 056 5UBFLOOR- cn cn rn co a gSo ARE AT TEMPERATURES OF 12 GLUED d SCREWED-RUN w w iii .w, w w a 40°F(5'G)OR H16HER. (+/-) 5 LINE OF ROOF 1/I6" 055 5HEATHIN6 I ry AT EXTERIOR WALL w a5 ab U CONTINUOUS BETWEEN PLATES, BEYOND 0 6ARA6E 2"OH coo 2X12 FLOOR N AL16N FASCIAS - - - - - - - J015T5 0 Ib"OG. o ot FIRST FLOOR LINE _ DIN AREA _ _ BEDR_M#2 \ \ C-REATROOM1111111 - mnn PLATE HT. �1OH. \\\\ PLATE HT. OH. I I � �I I I I I 10"AZEK I W V J E�-1.) IIIC TTFTI I I I Ix FRIEZE BD. " s UNFINISHED :>.I::..I= I I I 1 I v I a I 2'-°' ' BASEMENT o } I I --- - \ O oH. �s I ii I II �� . I w C Y I 10" 5QUARE HB46 PERMA I Ei I I i I \ / EXTERIOR WALL I '--.`" 1 W 1[[—__—�, w fij ° 62-I i i GA5T COLUMN#46382 W/ - C, i i i -HARDIPLANK 5HIN6LE 51DIN6 0 "y 1 5QUARE FLAT GAP 4 I I ITTII I I -�K OR EQUAL = I s` Z 1 BA5E (OR EQUAL) 7=1i i i i . = o -1/I6"056 SHEATHING _ - - - - - - CORNER COLUMN TO BE —- I I I $ -2xb WOOD STUDS® Ib"O.G. 2 w rFFT 17 -6"R-21 BAITS I (R-13)GL05ED CELL SPRAY FOAM IN5UL W PROVIDED W/5PLIT KIT I I I I ALONG INSIDE FAGS IOF END.WALLS-FULL HT [�-7 I I I I I = 0 ^, v OR DRAPED BLANKE1f IN5ULATION ❑ �h� I I lFIN. 15_T FLOOR i i I �_ -_� - -� _ _ _ —15T FLO ui ELEV.+0'-0" - - - - - - ELEV.+0'-0" F 6x6 P.T.P05T WITH I I Io" SQUAIzE FIBd6 DERMA I - -- - -I BEDROOM #2 BAY DETAIL I z ; Q I 51MP50N BG52-3/6 I I GA5T GOLUM� #46382 IN I I z 0 P05T GAP ANCHOR 4 I I 5QUARE FLAT CAP 4 I I 1"= 1'-0" B2-I.I WAM® 6ARA6E 51MP50N ABWb BA5E (ORE A_) - WALL® 6ARA6E W ... ............ ...... .................... ... r I BEYOND i i I I P05T BASE(TYP- I I I I FDI I I I I I ALL COLUMNS) I I CORNER GO MN TO BE I I BEYOND o G O 4 I PROVIDED FLIT KIT N 90 RR q� cnZ BASEMENT I I I I I I I I I - - -I - - - BA5EMENT _ - - — -L - - - - - - - - - - - - - - - - - - - - - - I I �t` o T� - - - - - - - - - - - - �t- - - - - - - - - - - - - -- - - - - I - - - - - - - - - - - - - - - - - r - - - - - --� - - - - - - - - - 810 f / L- - - - - - - - - - - - - -I - - - - - - L- - - - - - - - L- - -- - - - - -I- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 1 - - - - - - -L - - - - - - - - - - ......... .. NE. Y o� ...........: Z616023 BE1t �.E1=T �l�l� ��l�TIO1�u . .. UNIT 42 B2.5 u4 - 1-0 B W UNITS 41 (MODEL B- 1 ) DUET CLUSTER SHEET NUMBER MODEL B 2 MAGNOLIA u,)- z & 42 (MODEL B- 2 ) ELEVATIONS W B2 - 1ml 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- W 2 HR 5EPERATION Z ! , WALL PER UL#336 W �'•� TT-2 I j � v 38'-b" 36-a" O 161-olln O r U ai 11-2 -6 14' 22'49" Z V Q. .E., 2 L - J. O V �_ •!� U > a' A LINE OF REAR N p o B2-5 A :� CHEEK WALL® F- = N w z- <r UNIT 42 3J co U 2'5 "n 0 1 2 B-5 ZO Qc � - - - - - - y00 o b" 12' 10" - 10-0 4 4 M.O. 5 3 ® ® N m UNEXGAV. I UNEXGA 4 a — 4 .G.SLAB WITH bxb, 4"P.G.SLAB WITH bxb, " `.' 10/10 W.W.M.OR FIBERME5H. 2 q 10/10 W .M.OR FI `-r MIN.3500 P51 GONG. 6" 8° FD1 I q IN.3500 PS GONG. I �------- FDI o HD FDI � o H0 E6RE% r cv " � I_> a 4'-4" M.O. 2-b Z WINDOW O _ Q I I 10" P.G. FOUNDATION WALL — --� -f'-o" e" ►'-o" " F_ 2x12 FLOOR JOISTS m WITH DAMPROOFIN6 ON U 2"x 10' o ® I6`O.G. �. I 20"x 10" P.G. FOOTING FD1 I o = 2'x 10` I SLAB SEAT 1!1 (T.O.W. ELEV. - 0-0) I A;", HD ` = 4 SEAT Q � HD 4"WIDE JOIST \ -� 2 8.. m I WIE 'r - = _ - - HD O Q SEAT.T.O.SEAT 1 I 12 G.FOUNDATION WALL o ELEV= (-)I'-I " 4 F N I " FDI I I - _ - _ - _ I W DAMPROOFIN6 ON 7 2'-0" __ Li 12"P.G.FOUNDATION WALL 4 = in I WITH DAMPROOFING ON I - - 4"x 12'P.G.FOOTING FD1 M " (23'-O" (2)2X10 P.T. `�' Z 1z 21_0 10' 24'x 12 P.G.FOOTIN6 13'_2" 14'-4" 10" I/x - - - - HD ° c) L Q I I l0" P.G.FOUNDATION I (- DIRECT VENT HEATING EQUIP. r- WALL WITH DAMPROOFING II I I 4"WIDE v, DIRECT VENT HEATING EQUIP, I HD APPLIANCE CLEARANCE 3�' IA L W'UMN I (� {} -1 I ON 20'x 10"P.G.FOOTING I J015T SEAT. �_ APPLIANCE CLEARANCE APPLIANCES • LIANGE5 SHALL BE INSTALLED ON "x "x 12"�PG I SHALL BE INSTALLED WITH THE " WI THE CLEARANCES FROM FT6(UD .) I -T.O.W.ELEV. = 0-0 i TOW.ELEV= ()I I �I I I I Jo15�5EAT. zz 4 WIDE UNPROTECTED COMBUSTIBLE J� J I c o CLEARANCES FROM UNPROTECTED J015T SEAT. M RIALS A5 INDICATED ON THE I I I I ( `�' I Jg o COMBUSTIBLE MATERIALS A5 I 9� v ® u, INDIGATED ON THE APPLIANCE LABEL ( III TOW ELEV= TOW.ELEV= A LIANGE LABEL AND IN THE L J 1 I d a� I N - AND IN THE MANUFACTURERS I ~ MANUFACTURERS INSTALLATION I ®JI FW-2 I p �v I N INSTALLATION INSTRUCTIONS. - J 14TRUGTION5. o0 0° I u ® I 3�'DIA STEEL GOLUMN I c4 ON 30"x 30"x 12"DP PG PROVIDE FRESH AIR INTAKE I F- 1� VIDE FRESH AIR INTAKE p Q ( I I N FT6 N.O.N) TO MEGH EQUIP PER CODE w • "CH EQUIP PER CODE o r- I I I I I T � cn HD 2xI2 FLOOR-JOfSTS I 2x12 FLOOR J015T5 I I I IJL r�^ " ® 16"O.G. ® Ib"O.G. I'-0" 6'-0" 6'-2" I 8'-5" - 8'-5" b'-5" 10" 2'-O" ID.O. , I� () 5 1/4"x a 1/2" LOW + P.O. r i 1 L __ —I BASEMENT SLAB �- 8 F � I I III o — LVL 61RDER 4'P G.SLAB(MIN.2 PslGo TI L I J — I ( l L I L_ JJ L _ J A06 MIL.PO VAPOR N = U FDI 4 I - - - - - - J I L it g I BASEMENT SLAB 4 TYP. BEAM POCKET I — —BTAMPE a FILL q5�DEN5ITY -J ( I:DI I — — — `_ 71 I �� I ( 04'P.G.SLAB(MIN.2500 P51 GONG) (I Fpl WRAP ENDS OF GDR n Q — � \ _ I' 1 I.0' I( 1 I - I BARRIERIL.POLYEMELENE VAPOR II W/ALUMINUM AT y Lu POCKET OR PROVIDE IO 8-0 15 0 x 14 2 I I i C�W. LEV- I ( I �� TAMP 4 FILL TO q5%DENSITY b 2 cn 1/2 AIR 5PAGE ALL NI ED A T I I I �• i - - I ( �I I I UNFINISHED BASEMENT II FD1UNFZ U F_ - 8-0 CEILING ILI I I I I —� ® J , - 1L SPRAY 2-D III 2'-6" 4" WIDE SIDES I — � • r ' • I I— I I ( I- .a V *(R-13)CLOSED SPRAY I I ° II I o I = I -� - NJOIST SEAT FOAM INSUL ALo INSIDE I I I -J� - -✓J I I N = FACE oF' M. 1R1�L HT I 101. Tow.ELEV= l-)1'-1 ". _ U L FACE of FDD. FULL HT I — OR DRAPED BLANKET Q I aJ O OR DRAPED BLANKET — r — — — c� x = '!' INSULATION t7 cv o INSULATION L J — I I � � �- � - ALL EXPOSED HOT WATER - *A-I_EXP05W HOT WATER 4" WIDE JOIST � � - m � m u ® PIPING AND/OR HEATING DUCT5 HD 10" 5'-4" ry �, PIPING AND/OR TING DUGT5 /f SEAT.T.O.SEAT Lu Q TO BE INSULATED"RY.5. �� 4" I I 4'WIDE J015T `' - T INSULATED AS PER N.YS. I'-10" ELEV= (-)1-1 _ UNEXGAV. �• SEAT.T.O.SEAT - 4"P.G.SLAB WITH bxb, 4" WIDE J015T x� D.O. 12 FLUSH I I n "r - E_ - 3Xi2-FL � "-----� 2"x 10" 6 SEAT.T.O.SEAT I I ( ELEV= (-)I-I I I l I (- - - - -I s; SEAT IOAO W.W.M.OR FD1 N ELEV= ()1'-I�" o u' _ � — 2 I LDOR JOISTS I I ' 0" 0 I I Ib'-6" I I / ° II -3'6r I 6'-8" 6'-b" r I'o" 3' g" " MIN.3500 P51 GONG.r UN Z4 F_HD • - 114-'x-a (1L I I6"O.G - I - - - -I I 3'_2, o r• 2x12 FL R JOISTS _ o N N M c+i r0 UNEXGAV. L L I — o La-Ev- =o-0 I o o I -I P.O.- �5 I/4"x q I/2" LOW }{p N N N ri N �; -4'P.(.SLAB WITH 0 1 " O.G. I 10"P.G.FOUNDATION WALL 3 E LVL 61R0ER 7 bxb,10/10 W.W.M. I _ I WITH DAMPROOFIN6 ON 20"x (I rJ - - - - • FD1 OR FIBERME5H. J I) 10"P.G.FOOTING-T.O.W. B1-5 I I U1-1 MIN.3500 P51 N o 4 N ( I ELEV. = 0'-0" I I I i \ i ° CONG. ��r _ 4" HIDE r in S° 4'-6" I'-O" //2' 8" 7'-2° _ 4 3 FDI a" I #5 CORNER REBARS W/ I I I i II J015T SEAT. Fvl 62-5 DASHED LINE INDICA 5 - - - - - 3'-4" O 1'-2" 2"x lo° Tow.ELEV= (-)I-I� SLAB SEAT — ( FIRST FLOOR WAL 5 I OF FOUNDATION WALL 4 I I z z 3'-2" 1'-0" I- 1 I I'-b" FROM TOP d (� U cn a #5 CORNS REBAR5 W/ 4'-0" 5 (I I I z cr)z m a HD I BOTTTOM. I v, z z z o z z Z cv L LEGS® MIDPOINT OF FW-2 I a (2)2x12 FLUSH = - L== J I) 0 0 o Q o o a. J • _ (2)2X12 FLU5H FOUNDATION WALL 4 I'-b" I I g UNEXGAVATED TYPICAL I ( I I > w '> a ¢ D T a - FROM T a BOTTTOM. o GARAGE SLAB I I I Q T.O.W.ELEV. _ w M www 6 aN501 4"WIDE J015T °3' I i UP 14R *4'P.G.SLAB(MIN.3500 P51 CONG,) ( I I 'n c O'-O` O 111 REINFORCED WITH bxb 10/10 W.W.M. Ci SEAT.T.O.SEAT Lo -2x12.F Jo1sr5 �- LJ �II " _ TAMP E FILL TO q5`,5 DENSITY ELEV= Hl'-Iju ® I L. _ _ _ `fl in IO" 2'-6" I4'-2" tr 8" UNEXGAVATED TYPICAL I O *TLOWARD5 GARAGE DOOR 2' ~ N I r �'� II o �n s�.�� 4'PG SLAB(MW.3500 P51 COW) p I V P.G. FOUNDATION WALL o I (`,='� N F_ 7REIt�ORGED WITH 6x6,lo/lo WJ^1M. I I o WITH DAMPROOFIN6 ON I �_ _ _ I L 5 "x '11/2' LOW *TAMP e FILL To q5%DENSITY I I N Ib"x 8" DP P.G. FOOTING I ® r� —� L - - - - - - - - - Il 10 a _ bI- 6 q b-q' 10 • - R *SLOPE GARAGE SLAB DOWN 2" � �_ �� '� cv �� L — J TOWARDS GARAGE DOOR I'-O" I 4 W 2 12 FLOOR, T5 ui I I ( I a 0 o ® I6 0. . 4 r ( D.O. I F_ 75 1/4" q I/2' LOW D.O. r II } O Z m lo" 2'-b" `r II'-b" S" Il'-10" I'-o" II FDI 61RDER� - I J L 1 II L _ J L — J L > O Y ( I I I TYP. BEAM POCKET I I..� = Q • I TOP OF WALL WRAP ENDS OF GDR 4 v DN= -1'-2' T.O.W.ELEV. _ ( FDI Z HD 4"WIDE JOIST b" P.G. FOUNDATION L I 0'-0' I 5 I W/ALUMINUM AT SEAT.T.O.SEAT WITH DAMPROOFIN6 ON TOP OF WALL ( POCKET OR PROVIDE U 4 ELEV= l-)I'-I " 4" 16"x 5" DP P.G. FOOTINGON= -I'-2" ( I J FD1 I I/2" AIR 5PAGE ALL I W ^ r� S.. I 51DE5 I I--I =* o � 2 3 2x12 FLOOR JOISTS . . • • Fpl I `� g 10"PL.FOUNDATION WALL I _ rjj U ® Ib"O.G. o I I ® WITH DAMPROOFING ON 20"x I F �T ' _7 10"P.G.FOOTING-T.O.W. I O 2'-0" 2'-6" 2'-b" O" II'-4" n' 10" = A iv N I h•r••I 1,r Ir0 3 I ELEV. = o'-0" m FD1 B2-5 N A 10 15'-4" 10" u B-5 I 1 4"WIDE (I _ _ - 6 J015T SEAT. = . HD ' p HD = 2" i FD1 TOW.ELEV=()I'-I " I co W ��E. �;q. .. `ZN 2 N p ��iOBE I' 0" - - I b'-o" M.O. I'b" 1'-4" I6'-O"M.O. I'-6" HD o HD ` r �, �m n T-0" 13'-0" 18'-a" la'-10" 4'-0" O q ,®� r LINE OF FRONT OF FOUNDATION WALL 0 3a 6" 40-0" o MASTER BEDROOM UNIT 41 la'-6" (� O 2 0Ir �- UNIT 42 ' UNIT 41 ° F Ew-�o .... .... ........................................... : _ INALL�2 HR SEPERATI°" MODEL B- 1 (INKBERRY) � B UMBERMODEL B 2 (MAGNOLIA) PER UL#336 w 016023 GENERAL CONTRACTORS AND 5U13WNTRAGTOR5 TO REVIEW THEN < SHEET NUMBER HD= HOLD DOWN MULTIPLE LLL GIRDER CONNECTIONS: GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND UNIT 41 UNIT 4 2 DUET CLUSTER = FOR ALL MULTIPLE LLL GIRDERS, LA6 BOLT u' REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY DIMEN51O AL FOUNDATION PLAN D_ AB= ANCHOR BOLTS® TOGETHER H/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES �� r �� M O D EL B- 1 ) B- 2 ) FOUNDATION ZGARAGE 51LLSON FROM TOP & BOTTOM, MIN. 4 FROM ENDS PRIORTO CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS 1/4 =1 -0 ( PLAN " STRONG WALLS 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION WALL PER UL#336 Z 38'-8" w 1� o 10" SQUARE HB46 PERMA GA5T A A 10" 5QUARE H646 DERMA GA5T U � 3)�Xe P. 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NOTE 'S b� 50 3,-411 m DI m 81-01, I'-D' ° px IR 0 602 r 22"X "ATTIC (4)2x6 HO Zr Iq GOVERED I I X 11-011 50. 5HWR PAN ACGE 5 HATCH P05T 5016 TR DI 11 I PORG}}I I NOTE "5": 61ZD lz -211 4" 41-01 611 l'-0 b" 3'-4" 4 3-2 4 1 II I II N 1 II " 1 II p � I 3080 EXT IN5UL DR 1� 1 1 I II'-0"GEILING — _ " r �- W/(2) 12' _ 1, N r FOYER 2868 INSUL DR- 868 INSUL DR- N o ° r,_ 11 6x6 P.T.POST WITH � ri � � � '" � 5 4 1 I 45 MIN.FIRE 45 MIN.FIRE �o _ — — — ;fl 1p 12 ¢ w N ry co f` r N ,rj 51DELIGHTS cv ��SELF � �� x - I CAP AN(HOR 4 I 51MP50N BG52-3/b P05T � � � N N ri ri cm s m I = CLOSING DEVICE PTN ON 2X45 RATEDCLOSIN6 DEVICE — — — � SHwR PAN OL AE3U66 P05T BASE( N Q m 3'-41„ I 1 10'-0" 411 3' 4" 611 KNEE WALL — — — a-0 GEILING 50® TEMP 6L PR b I—©—I I ALL COLUMNS) V IGL 4 DDDR o 7 -1 bxb P.T.P05T WITH I (4)2x6 POST — — — _ 51MP50N BG52-3/b P05T HD 602 ? 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TOWARDS 6ARA6E DOOR WIGL " 1 _ 5 w 5 a ¢ 1 p ¢ ® 8-0HD HT ID'-0"GEILING `� c4 Q TOWA 05 6ARA6E DOOR 2' " 6 0 o WC L ©� �t w , w 5LOPE 6ARA6E SLAB XM TYPE X GYP BD ON 6ARA6E �6 �,y Lpy a a a w a a o6 a6 U m (D %8 • 'TYPE'X"6YP BD ON GARAGE o tWALLS 3 GEILING B I2 `z " BATH #2 KALLS d CEILING 5 TYPE X GYP BD ON INT OF LIVING O _ _ _ — DI o 5PAGE COMMON WALLS TO 6ARA6E g • 'TYPE'X'GYP BD ON INT OF LIVING FW-2 O — — — — N lz 5PAGE COMMON WALLS TO 6ARA6E O HD bbd 2010 TR ® `y 0 8'-0"HD HT la TD r - - - - - -- - - - - - - -1 I 2050 DH YAB ENERGY NOTES 82 5 v DI G�L. o UN lq _O" 181-0" 611 4,-2„ 4" I Ib'-0" 1 .� b H - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCNYS � b� b"(R-2I)BATTS Iq Iq Z (� RESIDENTIAL PROVISIONS. 11'40GEILING# DI D/21 DI 's, (2)2X6 HER I I a a BEDROOM 2 - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 Ia = D HD lz I 11'-0"STEP CEILING I O o c� 21 611 b" 12'-0" 6,1 DI Ib'-0" IbOlO off DR I MASTER 1 j a - - - - - - - e I 12'-0" w a m 1 HD 5 1/4"x 16"LVL HDR Hp I BEDROOM I o 1 o Ib070 OH DR 4 I I I - _ ¢ Z 2020 NYSRG- 6242"1.8 (503.8) �, N 0 _ _ — —_ — _ =_— — _— — _- a 2-o VENTING SYSTEM TERMINATION LOCATION: r '- HD `9 5 I/4 x Ib LVL HDR HD D/21 WOO H - 4 p cv I I w O II THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF D/2I D/21 DI ®1-0HIP o I I p O `- IOp00 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2-1. Q DI D1 c;' I I 2010 TR a APPLIANCE WITH AN INPUT OVER IOp00 BTU PER HOUR BUT NOT , A ® 8'-O"HD HT OVER 50 BTU PER HOUR SHALL BE INSTALLED WITH A a INCH 2 I I 2050 DH p� VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT HD 5EAT HO FW FW-2 B-5 2'-O" O" b„ L — — — — — J ' IL _ 0 OVER 50p00 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT - (2)2X10 HDR TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND `V z Q U m THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. `y _ (2)2X6 HDR `~ (2)2X6 HDR 1 `f' z I ui z — J 1a HD f-- - - - � r - - HD ( o o ai la 3016 TR MODEL B-I MASTER DI (2)3050 DH DI A L D H J L 3o O rn J `� 82-5 la w BEDROOM WALL p 1 ® 8'-0"HD HT I,_o„ ® 830 DH ® 8130 0 DH la p G'TER 2020 NYSRG- 8312.2.1 $EYOND 2-6 4=0' 4-0 2'-6" Ib'-0"R.D. I'-8" I'-4" Ib'-0"R.O. I'-6" DI 4'-0" 4'-011 DI Q-� 806E '9,Q IN DWELLING UNITS,Y�9-IERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED 2'-011 2'-6" 21 /_11 21 /_11 18'-b" 18'-10" 4'-0" Ill-O" �7 6�?,T FLOOR AND GREATER THAN 72"ABOVE THE FINISHED GRADE OR V -Cl OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE �� G OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: w m 38'-611 40'-0" s"m s z Y I'OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING IN ITS LARGEST OPENED PF 20gO FLOOR PLAN UNIT 41 FLOOR PLAN•FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 20x0 UNIT 42 (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO ( RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/411=1'-0t1 = _ MODEL B- 1 (INKBERRY) ' " OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE LIVING AREA- 1,599 SQ. FT. �.2 HR SEPERATION 1/4 =1 -0 LIVING AREA= 1,599 SQ. FT. � WINDOW UNIT TO LE55 THAN 5.15GUARE FEET. GARAGE AREA- - 317 5Q. FT. WALL PER UL#336 �^ GARAGE AREA= 3Ti SQ. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 192 50. FT. w Q 16 0 2 3- NOTEONE CARBON MONOXIDE ALARM IN NEW ONE '5": EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E (n NOTE R: STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE "V", Q SHEET NUMBER PRE-ENGINEERED ROOF HD- HOLD DOWN AND AND THO-F N6 UNITS IN IGROUP RW2HO1� DESIGN STAIRS TO MEET ALL MULTIPLE LVL GIRDER GONNEGTIONS: © 20 GFM GONTINUOUS •ALL DRYERS TO BE VENTED GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM ARGHITEGT AND UNIT 1 UNIT 42 DUET CLUSTER NOTE APPLICABLE GORES AND TO FOR ALL MULTIPLE LVL GIRDERS, LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INGLUDING ANY DIMENSIONAL TRUSSES W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-0P5)AND UNITS TO OUT51PE AIR PER GODS ALL WINDOWS SHALL BE REPORT ANY D15GREPENGIES II I II II GONFLIGTS IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 z B2 � 3 HEI GHT5 (U.O.N.) a 24'1 O.G. TEMPERED FOR SALE,IN THE IMMEDIATE AND CONFLICTS TO THE TOGETHER >^u Il2 BOLTS 2-0 O.G., 2 MIN, ® CARBON MONOXIDE ALL WASHER TO BE (MODEL B- 1 ) (MODEL B 2 ) FLOOR PLAN c)ANDERSEN 200 SERIES 0 FLGOOR LEVEL cINIlY OF o�ANSNG BEDRooMS T II SMOKEGTDETEGTOR ��WITH DRAIN PANS BEIOALGULATED �TIODR SCALED UNLESS OTHERWIDSEM NOTEDS SHALLw UL5IGNED BY TRU 55 ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP 4 BOTTOM, 4 MIN. 4 FROM ENDS w FABRICATION. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"SABLE WIDTH bxb P.T.POST WITH U) ^ t IN5TALL ICE 4 WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 51MP50N BC52-3/6 P05T Z �✓ MANUFACTURER'5 5PEGIFICATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANGHOR 4 51MP50N W PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. ABUbb POST BASE(lYP LUMNq _ ALL COS) r NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - APPLY ICE d WATER 5HIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN —00 — (3�-2�PT RBE A _ IS'-0"HIP WIDTH p r ! � � OZ AND MEMBRANE ARE AT TEMPERATURES OF 40°F (506) OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. II'-O" PL HT. I I II'-0" PL HT. PRE-ENGINEERED ROOF TRFf-fS P[ rg MAPF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , 12 12 ( ( �2 HR SEPERATION C) STRESS DESIGN: I.-O" q I ( ' I'-o" WALL PER UL#336 j ■P U N OH. a OH. ( SEE DETAIL I/FW-2 Of p o D (EQUATION 16-8) I I IRI F_ ._ yN51MP50N STRONG-TIE D + L (EQUATION 16-9) INo "R" �r - - �� - - r �r � - MT5 5TRAPPI%(LE%TH5 VARY) 'cD I L _ L L J I O �W Z D + S (EQUATION 16-10)- II i Z U "n CONTINUOUS WALL 5HEATHIN6 TO D + .6W (EQUATION 16-12) _� ISI I I \Q 1 I U ` 0 N 4 Q w C M TOP of TRUSS HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) `� (~ I � I A I I'-0` PL HT. GSS � n�v�'�� U D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = NI INI 4 II'-0" PL HT. B-5 + 12" HEEL HT. ' y%o C�' i II'-0" PL HT. HEEL HEIGHT VARIES-SEE TRU55 MMIN66 FOR I I I W/ 12" HEEL ACTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL + 12' HEEL HT. 0 BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 L - - - - - - — — 10° HEIGHT NOTE "R" 1 NOTE " a OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I oH. ALIGN FASCIAS11 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN I I 12 I2 EXPOSURE CATEGORY B. I I R' o lo'-lo"OVERHAN6 WIDTH .�I a 2 12' I'-0" —I a VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRUSS 61RDER _ _ _ _ ROOF TRUSS 61RDER _ _ OR FOLLOWING DESIGN LOADS: q'-0"PL HT ' 1 Z \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND j/ W/36"HEEL HT. . (�� - - - - - - - - - - - - IC J�I O LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — — — //// // I 02'-0"WIDTH) `�o - - - _ _ _ _ _ - - -1 U _ bE UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 AND BCDL = 10 PSF. PROVIDE GUTTER PSF, BCLL=IOPSF, , — — — — -o' I- 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 ////// �/ /1/ OH. z NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. \0VBP_LA1 Z b"FASCIA BD 82-4 ,�j/j/j/ j///j// OTRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 . II'-0"PL HT DEFLECTION OF THE LESSER OF L/360 OR .75°. a o // /// // /� TRU55E5 - O I- - �-I U- U) TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO v ( / / / // I I 0 v I /jj/// / I 6" O m VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR INT BEARI / //// // j/ I OH. Z T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL TRAY GEIL. ///// ////// �) I I v .i � WALT_BELIN cv / // / / I I ❑ INCLUDE THE FOLLOWING INFORMATION: I I IrNNNNNNNNI /j/ / �) 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. oH. I I ' 3. REQUIRED BEARING WIDTHS. I 0 I I /�///j/ / // �GHED ARE INDICATES /// /// j j//� �`TION OF FIRE RATED INT.BEARING LEADER To DRYNELL.- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. I / 4.2. TOP CHORD DEAD LOAD. ' I I I / // // /j// HALL SHEATHING, �SOW ////// ///%/�j� 0 FROM CENTER OF 12 FLUSH ROOFS 4.3. BOTTOM CHORD LIVE LOAD. I- I I I /// /// / // .FIREWALL - EACH 510E T a I--- 4.4. BOTTOM CHORD DEAD LOAD. J � II O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLUSH OOFS AL APPLICATION. HATCHED AREA INDICATES / /j j / I I a 4.6. CONTROLLING WIND LOADS. �� LOGATION OF FIRE RATED ROOF / // // j w l ' WALL SHEATHING,4'-0'FROM j// / /j// / IF- - 7I 1 NOTE 'R' I I r-o" PL HT. U 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR I I ( — — —DETAIL DESIGN VALUES FOR CONDITIONS OF USE. I — — ///// ///�j C- II11 11 1 /// / / * -� I _ I I I I + 12" HEEL HT. m 6. EACH REACTION FORCE AND DIRECTION. , I I L - 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, I / //// / // I I o°I °J L ((-I- �� I I 12 O w NOT TO SCALETHICKNESS OR GAGE) AND THE DIMENSIONED LOCATION I S / %% "//// // //� ]� I �l III 4 I O B2 -4 — — — — — — �— '� , _ _ - I I �a II OF EACH JOINT CONNECTOR EXCEPT WHERE d ( // // �`'� I IL--JJ I ( ' SYMMETRICALLY /l// /may j -I I ( I II LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 " I RIDGES TO L I ( ALIGN FASCIAS ' GA MIN THICKNESS GRADE A GALVANIZED STEEL I / / ( U INSTALL HALF OF a PLATES. / TRU RIDGE W/VENT j 1 III 1 I I I II j FASTENERS® EACH o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH /� END OF STRAP I 12 �!�/ L/ j%//I//// �j r I I (I — — L- J IIII IV-O" PL HT. IliNNONNONNIIIQ MEMBER. a / — — -- /// / /// I ° ) -� -I� ILI + 12" HEEL HT. E- 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO I / l '� �j I I U 0 GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD (- SPLICES. 11'-0" PL HT. \� / / // �. - Z U 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. LLJJ 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS /%/' ALIGN RIDGES °°° MEMBERS. j%/j%% %/'/ % ITRU55 RIDGE W/VENT - Li .r`4 1 I O 5 , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING OH. p ° TE M, LOCATIONS. / / / / n r - _ ° o ° ° OH. (3)2X6 P05T -� //////� /� I I I 1 r I _ _ _o 0 * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH I _ FLU 51 C � I I I �� 0 11 _ _ _ I I I2 I ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND — — I I — — _� / / /i I I I II - I r aI r�sor+�sTrie MANUFACTURE OF METAL-PLATE-CONNECTED WOOD _ — Q — — _ -1 I — - /j//j/ /�/ __-� n' _ _ _ _ - I- _ - I _ ROOF TR155 61RDER MM TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS 14-10a DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF n,�� N ►- -` 1// " / // 1 1 r - - OH. NEW YORK. I I- - - - r * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS 17 ROOF '' IIG , ui ti °o u S ( I N OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND ( I'- I ( -L // // // // N I I ¢ ry N N Vi h "r; U5E IN COM13INA�TION ONLY DETAIL � 0.I I o v I— —1 _ // / � / -1- I o � N N 0 � RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. 4y _ I // / // //i I I ( I I I i�� I J I N ( cJTUDS �tNDFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH N' ' ,, 12- 12 -� j/j j / / ( I +/- I I --� +/- II !//// // //j//// ' ++ 1 I I� 'I IIII I IIII II THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT � DO NOT ALI6N NOT T(0 SCALE B2 -4 J� _ — — � WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING bxb P.T.POST // / // // � ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MPSON 1 1 j//j// / // 1 I 11 1 I I I I I 1 + 12" HER HT. * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER BG52-3/6 (- - - - -I L -- - J / / I ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. -� - � - -•--C %�jjj// 4� / j I I I) II - - - - - - - -i I I)1 z Z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND — i _ I �// // / // ' ' I ' II g 51MP50N a /// // //./ / " " I I " " 1 I z a METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I —I % // / // No R NO R I rl z z 1z 1z c N a SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ABU66 POST " L- ;/%///%/ /%/// ( I I I I o 0 o F o o Z � w BASE(TYP- I-0 /j///// /////// 8 1 1 I I 1 III rn cn ¢ g F DESIGNED AND INSTALLED TO PREVENT ROTATION AND ALL coLUMNS) OH. I „ I ( / / ////// oH, I (e" k' I - - - - - - 5 w a g PROVIDE LATERAL STABILITY IN ACCORDANCE WITH j j j/// �j j j j/// ( I 8" I �jH, I i I I r -. 1 ( 11 I w w w w nh aN6 cJi ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I I ( C ) I I SIDEWALL ABOVE I BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE II'-0" PL HT. J j j/jjj/ /j/// 12 12 I oH' I 12 12 I I I I L '' - 1 LOWER ROOF TO GOOD PRACTICE FOR HANDLING, INSTALLING & / /// /// �j// / 12F----ii 121—X12 I I i __� - - - - o BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. / / // // 1 * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS c_vL- ��` 1I I _ OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN _ %o // ��' //jj/ I I I I I I I �� 2 HR FIREWALL BELOW ROOF / / / 3'-8" I 5'-0" ( 3'-8" I I 6 II II brff NOTE: INTERSEGTIN6 ROOFS I I ON TRUSS DRAWINGS. o I I " " I / /// / I I WEAVE ROOF 5HIN6LE5 AT I I CARRY TO UNDERSIDE OF * B - NOTE R 20'-3"HIP PL HT / / / No 'R" II HIGHEST ROOF SHEATHING - TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, _ - - - - - - I - - - - - - - - - - - - / //// I E- INTERSEGTION OVER TGE SHIELD I DRILLED SPLICED OR OTHERWISE ALTERED IN ANY WAY 62-5 -0 PL HT. I o„ _ _ _ - _ _ - __ -_ _ _ _ _ _ _ _ _ _ _- T //// j/ /// I I I I Z MEMBRANE - CARRY MEMBRANE MIN. 24"I I I WITHOUT THE APPROVAL OF A REGISTERED DESIGN 0H. I - /j/ / I� 1 N OUT IN ALL DIREGTION5 OF 1 I I I I PROFESSIONAL. / // J-- J-- ' I ' INTER5EGTION I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS L -- o / / / O m z AND METHODS OF ERECTING THE TRUSSES. THE �' lo'-o" HIP WIDTH ;/j///j 1! / /I Q 1 I r I I w °w Z I W< CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY / /// / // ////, - m I I > Y W I I W-1 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE g'�" PL }{T• ANDERSEN 2446 DH w W W_ I I � INSTILLATION OF THE TRUSSES. I 12 12 IN GABLE END WL N(- I I ABOVE FLOOR 10.53 N I —I 10.53 // // / /// _ / ROOF I '2 I Z4.4 ROOF TRU55 - " j///j// / // 1 61RDER5 UNDER I I C_O RO: 2-4 X 4-6 / / N I I I I I �Q um� /��'� // /.�j DORMER WALL5 I I o I 10'-0" PL HT. U) O R Gss I '% // I I I + 12" HEEL HT. w ° I I HIP RAFTER, it-ON � ,( 'yi 4 %/// // _ I ( p O SIMPSON HGP HIP SEE PLAN OH. v�ti \W%S '� `� / / � I�I HEELL HT. ALIGNCORNER TIE Q' NO FASGIA5 12 12 90 y� I o II'-o" PL HT. 21-011 a a III 200" Ili I 51DEWALL ABOVE LOWER `" H. 12 12 < lo'-o" PL HT. 00 e- ROOF - 10.531 110.53 OH. A 1 � m II'-0" PL HT. Q'-0" FRONT 6ARA6E i B-5 + 12" HEEL HT. I I I z J I ° L- — WALL PL HT. ABOVE 1 FIRST FLOOR I L - - - - - - - - - - - - J I Z ¢ OH = -- �- - - - - - - - - - - - - - - - -I _ iv O O J _ TRU55 RI196E W/VENT I o O p GEST E E�j� \ U �9,0 B EXTERIOR HALL UNIT 4 2 UNIT 41 �': m 2 HR SEPERATION z + S DETAIL 4 3 WALL PER UL#336 ROOF WEAVE p HIP AREA OF ONE ROOF TOP PLATE IIII- BUILT OVER ANOTHER MODEL B-2 (MAGNOLIA) B2 5 I �SAIL I/FW-2 MODEL B-1 (INKBER-Pv) ❑ �O � �- ,�' DETAIL NOT TO SCALE B2 -4 CONNECTION 2 -4- W.Ya: JO 616023 BER 6UTTER5 4 LEADER5 I N5TALL ICE AND NOTE R: ALL 6UTTER5 I$ LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 41 UNIT 42 DUET BLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN = MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12" MIN. HEEL MANUFACTURE'S ROOF TRU55E5 ® 24 O.G. HEIVHT5 (U.O.N.) @ 24 O.G. a RELATED ff REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. 5PEGIROOF TRUSSES ® 24 O.G. 'I „ OR5 MAINTAIN TO (MODEL B- 1 ) (MODEL B- 2 ) ROOF PLAN _� B2 � 4 2 X3 027 6AU6E W/ GLIP5 i ANGHOR5. CAULK I$ 5EAL ALL MAINTAIN PRODUGT DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 1/41T=11-0" JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.Y.G. REGEPT WARRANTY ENGINEER 8" ABOVE GRADE TO RECEIVE LEADER5 (CLOSED GAP DESIGN). w w p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPnoN#I �� ®v �� 2020 WSW SECTION 106.6-EXCEPTION 4: 10 F- 48" MIN 48" MIN 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z W AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 2020 NY5BG SECTION " " W SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0" ON BOTH 51DE5 106.6-EXCEPTION 4: 2 G-RUNNER TRAGK2 -CAULK FOR OPTION#I U 0 WALL RATING - 2 HR. � Z SMOKE TIGHT JOINT OVER OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY I' 2 HOUR FIRE RATED RESISTANCE OPTION#2 O 4-dFINISH RATING - 12�MIN. WALL A55EM13LY MAY TERMINATE AT METAL EDGE FLA5HIN6 STC RATING - 61 (SEE ITEM 7) 48 48 THE UNDER51DE OF ROOF NONRATED Ur ' C) 5HEATHIN6 PROVIDED THE ROOF 15 5EU E W QG5HEATHIN6 To TYPICAL ROOFING Z v a t s PROTECTED WITH 5/8"TYPE 'X" GYPSUM BOARD DIRECTLY BENEATH ROOF TRUSS THE UNDERSIDE OF ROOF SHEATHING U V N r Q' AND 15 SUPPORTED BY 20 LEDGERS ATTACHED TO THE 51DE5 OF ROOF RAKE BOARD-TYP -� N>: 2' H STUD TRACK AN OPTION #2 TYPICAL SIDING ----------- ---- ------ - FRAMING FOR A MINIMUM OF - - - - F_ G U K FOR 5MOKE TIOT DISTANCE OF 4'-O'ON BOTH 5IDB5 T T Tx Z J I T OVER OF 2 HOUR FIRE RATED RE51STANCE Lx 'I L O L ° M ::�q ;, . , .,.,................ .... ..,.......� .,...... .f::..........,..... ,..M ........ ... ........•............._...--_...... RIDS CONTINUED TO 4IDE ROOF ® 24"OG. WALL ASSEMBLY.ALLOW NO HIDDEN METAL FLASHING U Q � � 4 _. r -�.. , �N,,.,�r,,.....M ... ...---.._......_ _' i---,,...,.t.....::..:.. ..,..,..,..,....,..,..,,..,+ OPENINGS IN ROOF WITHIN 4'-O'OF 2 12 VERTICALLY # 12 HORIZONTALLY _ � �' � _�_»_ ._ OF OF SHEATHING HOUR FIRE RATED RESISTANCE ❑ }.» ».. . .. ___....... ,. L 2x4 LEDGERS W/ Cl)M ASSEMBLY EACH SIDE.MINIMUM 7TYPICA "� I AI 5PAGE EA. 510 (�P� 1 :a ,.,. Few: OPT.#2 ti i t �.t y /,;� �,., CLASS B ROOF SHINGLE TO BE - ^` M1 e i.........fa1: _..-- J�_.,,. _�.i.;}' ti.---...,.....................f y INSTALLED 2"x2"x21'LONG 2 X wm� N £ N '• �' �; j. EATED PLYWOOD 5HT6 �' BREAKAWA.063 U56 ALUMINUM IPS } W?w OUT IF LOWER ROOF 15 ROOF { .•-.. _ r' " A€ SPA T ? ?�; 0 BE OH HIGHER ROOF • GYP. BD. OR MINERAL " -' WOOL FIRE BLOGKI FING SHEATHING TO TRUS C N 1 i ; ,AT10 ,T 1 3 I/2" (R-13) BATT ASW CLIPS OR OG3 U �� - :�` .063 U55 ALUMINUM Z F'XPOSI:1 T4!!'iR}: FIt{�?t� .... _.._.. �„ AIR SPA(E ~ DOUBLE H-STUD TRAGK I"AIR SPACE 1"AIR SPACE U ;'-�• •'} /i SCREWED BAGK TO BAGK �` 11 TYPE X 5HAFTLINER, TER PROOF 1/2'GYP.$D U) j ; 2 PIECES 6.P.T K I"FIREGUARD F- ;> DOUBLE H-STUD TRACK SGREWED GAVI1Y AT FLOORS AND wwwwwww_..wwww _w„www_„._„ .�,w„�ww . .---.....`� . -;,_._w----ww.l�•- I---••-•.;.....,..:...� BAGK TO BAGK CEILING W/GYP BOARD OR MINERAL FIN15H ON BOTH � ».-- - --_.... ., T- - , ,. BOARDS W/FIBS F w ww .1..{...�, �J ,. *. "' .•�`, .• / ,,,..� SIDES AND EDGES I" AIR 5PAGE WOOL FIRE BLOCKING L) »... ..............».............»,........ .......,. _» .».» ......_. ........ ._�......,.. .r___ ........... _ n 2 H-STUD TRAGK W Ln —.................................___.».. ........_ ........,. .. � r.......:.. .,: '.:: :._._..k::::,..I (2) PIECES G.P. TOUGHROGK I 3 ;.. .. .�_ ..,,.»»...,..�. ..:. _. .." .e.. �- »� FIREGUARD TYPE "X" 5HAFTLINER, ~ ('Y'� y ..,, ....... .. `Y. WATER PROOF BOARDS W/ 2x4 P.T. SILL PLATE Z FIBER6LA55 FINISH ON BOTH SIDES ❑ Qji V J . .................................._w_,..a.,..L..,�__.»..,, �._a......».._.,_._._..,.�rtx...... .n .n.., AND EDGES FIRST FLOOR J^ ......-...... 3;4'� AI SPACE, `�r. �,� " �� * 3/4" T$G 05B - - ^ �"� {� �• 5UBFLOOR- 6LUED 4 SGREb}ED _ = ' RIM J015T PER FLR J015T MANUR OPTION I =.w # Z GONTINUOU5 BETWEEN JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ ROOF TRUSS 2020 NYSBG SECTION 106.6-EXGEPTIION 4: ;r 2 HOUR FIRE RATED RESISTANCE HALL A55EMBLY MAY `,,.moi �.J:'1Ei lUATJ'lT } PLATES AT EXTERIOR w >a GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDER5IDB ROOF SHEATHIN6 IF FIRE RETARDANT WALL ;;;;;. `:: (2) 2x4 P.T.SILL PLATE BLOCKING .obi U56 ALUMINUM TREATED SHEATHING 15 INSTALLED FOR A 015TANGE OF 4'-0"ON i€:;�ik(}Sf.f.}T{ �' RE F'R0,1Q EITHER MDF? ': � : . O •> 'r' BREAKAWAY .� ; . CLIPS BOTH 5 OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY A •► ? ;}�• ;;� '' (R-13)CLOSED CELL SPRAY FOAM IN5UL "� ANCHOR BOLTS (14" LONG + # W w AIR n�n,,y rl SI'11 ............ • v-------- / ��{ jar {;E ALONG INSIDE FADE OF FMD.WALLS-FULL HT _` ; ° %'' 3" HOOK,8" MIN EMBEDMENT) OR OPTION 2 2020 NY5BG SECTION 10bb-BXGEPTIION 4: _ _' °�DRAPED Bim" '" T'°" =` o� 3"X "X " 2 HR FIRE RESISTANCE TED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT _ t ,. a' <..: - , --- -_ / _ �.�-:;.... .- -:_i �..Y.» � ADHESIVE ANGH W/ 2 HOUR FIRE RA � M sr::' WASHER PL ® 24" 0/G. THE UNDBR5IDE OF ROOF NON-RATED SHEATHING PROVIDED THE ROOF m _-�- .7" !f •'~ 1� 1^r' 'w�4t� •c t•< `- i r � -� " " n r ^y, ' S lir'/%;r`, I (1)#4 HORIZ.REBAR e a r y 15 PROTECTED WITH 5/S TYPE X GYPSUM BOARD DIRECTLY BENEATH ❑ f T } RATED WALL ASSEMBLY DETAIL " O ,``� ° t THE UNDERSIDE of ROOF SHEATHING AND 15 SUPPORTED BY 2 t i (6") r,""• : I ` �' ''s t : t � ''', `I (I)#4 HORIZ.RB$AR® MID � t i` 1 .! �� BASEMENT 4 LEDGERS ATTACHED TO THE SIDES MINIMUM 1'� '�`�`.:�, ',�.•• + //1',� ? HEIGHT OF WALL STORY ° "' 1 . OF ROOF FRAMING FOR A i �!,pit i`•;, .•� `1 y't•'• .,�,�fl . : t�.ti,, 'J;"'.,.r+•' •`i*�: d . OF DISTANCE OF 4-0ON BOTH SIDES of 2 HOUR FIRE RATED 3 s: �• ,} I f';> E -'�':�'i?s: N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATI ONS F�"� RESISTANCE WALL A55EMBLY.ALLOW NO OPENIN66 IN ROOF WITHIN 11 " 4'-0"OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY EACH 12 FOUNDATION WALL ON 240X12" TYPICAL BASEMENT 5LAB SIDE.MINIMUM GLASS$ROOF SHINGLE TO BE INSTALLED. �✓ •;.y' ;, ;, P.G. FOOTING *4"PL.5LAB(MIN.2500 P51 fA �•u^ 'y y f� ,y^� I mow- i ~`t~r• + L STG R,4TING ~ t`t ,. ;,�+i ; ^, 2 L:... , _ ' .C ':.. I t' •;,.�i. y # `,., ° .;.. *Dob MIL.POLYETIIENE OPTION#I F- r f TAMP d PILL To 95SK DEN511Y (n VAPOR BARwER USG BROCHURE 5A100 (FIRE RE515TANT 2020 NYSBG SECTION 106.6-EXCEPTION 4: ~ `*, f+� ! +, •' ``-. I ' \ 4 I ± ' _ 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT OPTION 2 U •� f/ ,r d UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED 5HEATHIN6 LZ� `43 F'��•�' 1;�� _��'' -,y�'4-! ','• ��y �� '.f F •i � Ai'I� ° Q d ° d A55LI•IBLIES) # f , '- i�• { ;', d ` ° ° 1 n 2020 NY5BG SECTION 106.6-EXCEPTION 4: , .. , ti }"'" - PAGE 22 (AREA SEPARATION WALL W _/ ; } ° 15 INSTALLED FOR A DISTANCE OF 4-0 ON BOTH 510B OF 2 HOUR 2 HOUR FIRE RATED RESISTANCE WALL „r....._,.s.e-•�,�^`L;_ 1�,/._�.r,t,!aC..: ..,�:,�'y.At;�.>\„A„ .d a ° S(STEMS) FIRE RATED RESISTANCE WALL ASSEMBLY ASSEMBLY MAY TERMINATE AT TIE w9aa.. a ° d TEST#UL DES U341 UNDERSIDE OF ROOF iNON-RATED OU RR�wg 48” 48" 5HEATHIN6 PROVIDED THE ROOF 15 0 HORIZONTAL #4 e AGOU5TIGAL PERFORMANCE = 5TG bO PROTECTED WITH 5/8' TYPE "X"GYPSUM e ° TEST#RAL-TL-88-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF SHEATHING AND 15 MINERAL WOOL BATT AT EACH 51DE SUPPORTED BY 2"LEDGERS ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) 5EGTION 1206.3 OF 2020 NYSBG- WALL5, THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN MINIMUM OF DISTANCE of 4-0 E5 BOTH GE I. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 gaiv steel, secured with Suitable ASSEMBLIES 5EPARATIN6 DWELLING G U K FOR 5MOKE TI&H OPTION #2 sWIALL 0S OF 2 HOUR F IRE No oiN6s 1N" fasteners spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNIT5 FROM EACH OTHER OR FROM _1 I T OVER ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED 2. Metal 5tud5 -- Steel members formed from No. 25 M56 gaiv Steel having "H" -Shaped flanged spaced 24 In. OG; overall depth 2 in. and R BL)c OR 5ERVIGE AREA5 SHALL HAVE 2 TUD5 CONTINUED TO U IDE ROOF 5® 24'O.G. RESISTANCE WALL ASSEMBLY EACH SIDE. r r n flange width I-3/S in. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A 5TG OF 50 OR MORE. F SHEATHING MINIMUM CLA55 B ROOF SHINGLE TO BE N CD INSTALLED. Q N N N M n �° - Ir; 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; PROVIDED STG=60 I" AI 5PAGE EA. SID o N N M M into "H" -shaped studs. TEST #RAL-TL-88-350; STC = 60 G6G ING -- Type SLX. TYPIGAL FRAME WALLS (2)PIECES 6.P.TOU6HROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE "X" SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED HATER PROOF BOARDS W/ WOOL FIRE BLOGKI z co WINDOW FIBERC-LA55 FIN15H ON BOTH 51DE5 Z AND ED6E5 ASW CLIPS OR .O(3 USCF 6 z m m ° a PROTECTED HALL: (Bearing or Nonbearing Wall) ALUM ANGLE (LIPS 0 0 0 °-° o o z e 2 HOUR FIRE RATED RE5iSTANCE I" AIR 5PAGE U5 65 U Q co W g J � 4. Hood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. _.. cn HALL ASSEMBLY SHOWN HATCHED DOUBLE H-STUD TRACK s W s s a Q Separation between wood framing and fire Separation wall. SCREWED BAGK TO BAGK W P g p 4A. Steel Studs -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 2020 rr W,1065 HORIZONTAL WMWITYl DOUBLE H-STUD TRAGK 5GRENED FILL I" CAVITY AT FLOOR5 AND N (0.0321 in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) EXMRIFIRE l'S T eXTERM,a'S ' BAGK TO BAGK CEILING W/GYP. BOARD OR MINERAL EXTERIOR WALL TO EXTERIOR WALL ' primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the De51gn of Gold-Formed Steel 04 1" AIR 5PAGE WOOL FIRE BLOCKING Structural Members by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall assembly, Including UNRATED 2" H-5W TRACK 5TG RATING the axial design load of the studs, Shall be as specified by the Steel Stud designer and/or producer, and shall meet the requirements of all 2020 NYSBG SECTION 7065 WINDOW (2) PIECES G.P. TOU6HROGK }" EXCEPTION #2 FIREGUARD TYPE "X" SHAFTLINER, 2x4 P.T. SILL PLATE U56 BROCHURE SAI00(FIRE RESISTANT applicable local code agencies. The max Stud Spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling RATER PROOF BOARD5 W/ ASSEMBLIES) Z UN5PRINKLERED BUILDINGS: 6ARA6E PAGE 22 (AREA 5EPARATION WALL W tracks with 1/2 in. long Type 5-12 Steel 5Grew5 on both sides of studs or by welded or bolted Connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON BOTH 51DE5 2020 NY5BG 5EGTION 106.5 AND ED6E5 I AI51 specifications. Top and bottom tracks Shall consist of Steel members, min No. 20 M56 (0.0321 in., min bare metal thickness) steel or min SHEATHING TO EXTEND 4'-0" ON UNEXCAVATED TYPICAL Ry L)DE5 U341 �- } EXCEPTION #3 JO w m No. 20 656 (0.036 in. thick) goly Steel or No. 20 M56 (0.033 in. thick) primed Steel, that provide a Sound structural Connection between BOTH 51DE5 OF 2 HOUR FIRE GARAGE SLAB steel studs, and to adjacent assemblies such a5 a floor, ceiling, and/or other Ha115. Attached to floor and ceiling assemblies with steel RATED RE515TANGE WALL BUILDINGS EQUIPPED W/NFPA 13 OR *4'PG.SLAB(MIN.3500 P51 GONG) W w ASSEMBLY AND OFF5ET WALL NFPA 15R 5PRINKLER: ° J REINFORCED RITE % 10110 IT HAM. ACOUSTICAL PERFORMANCE = 5TG 60 W Q Yfij fasteners spaced not greater than 24 In. O.G. 5tud5 croSs-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED 5HEATHING I I aI I a •TAr�c Plu ro asp vENSITY TEST#RAL-TL-S&350 W W 3/4 in. Separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel 5tud5. AT 2 HOUR FIRE RATED RESISTANCE (I)#4 HORIZ.REBAR *SLOPE GARAGE SLAB OR 2" BASED ON 2x4 FRAME WITH MIN.3" Z v o p g p g " TOWARDS GARAGE DOOR MINERAL WOOL BATT AT E:AGH SIDE Z 45 5teel 5tud5 -- AS an alternate to Items 4 and 4A for use in Configuration B only, not shown) -- For Nonbearin Hall Rath Channel 2 HR FIRE RESISTANCE HAG_ A55EMBLY 2 HOU END E WIDE x FULL C0 ' g y' g g HEIGHT OF 2 HOUR FIRE RATED � e I' SECTION 1206.3 OF 2020 NYSBG- WALLS, � 4 Shaped, fabricated from min 25 M56 corrosion-protected Steel, min 3-1/2 in. wide, min 1-I/4 in. flanges and 1/4 in. return, Spaced a max of 24 RE515TANGE WALL A55EMBLY a a. PARTITIONS AND FLOOR/GEILING W in. OG. 5tud5 to be cut 3/5 to 3/4 in. Ie55 than assembly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 A55EMBLIE55EPARATIN6 DWELLING UNITS corr051on-protected Steel, min width to accommodate Stud Size, with min I In. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ max. 5tud5 cro55-braced with Stud framing at midheight where necessary for Clip attachment. Min 3/4 in. separation between Steel framing and N.T.S. OFF =T EXTERIOR WALLS Fi'� a ° RRMO EEAREAS SHALL HAVE A 5TG OF 50 �+w/ area Separation wall. Finish rating has not been evaluated for Steel 5tud5. (1)#4 HORIZ,REBAR® MID ° ° _ h� PROVIDED STG-60 F 5. Gypsum Board -- Classified or Unclassified -- Min I/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPIGAL FRAME HALL, 2 HOUR FIRE RATED HEIGHT of WALL STORY ° o 9"� ANCHOR BOLTS(14" Z m RESISTANCE WALL ASSEMBLY studs with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,8" MIN ui joint compound. Nail heads Covered with joint compound. SHOWN HATCHED EMBEDMENT) OR ADHE51VE Z g e NOTE: UL #336 EXGEED5 GUIRRENT FIRE CODE (� o o co 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type 5 Screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" ANGHOR5 W/3"X3"A' STANDARDS AND REDUCES SOUND TRANSFER u) WA5HER PL ® 24" 0/G. - ............................ "H" Studs and with Type, W 5Grews 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOW5 P.G. FOOTIN6 BETWEEN UNITS W cl ER yp g 9 9 p P 6A. Clip placement (Item 6) for separation walls up to 23 ft high. 5pace clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS v '✓ �N�kOBE oC`rc, studs. �'� ;NF37 66. Clip placement (Item 6) for Separation walls up to 44 ft high. 5pace clips as described in Item 6A for upper 24 ft. Remaining wall area LI — — ° ° below re uireS Clips spaced a max 5 ft OG vertical) between wood framin and "H" Studs. y 9 Z � q p P _ 6G. Clip placement (Item 6) for Separation walls up t0 66 ft high: 5pace clips as described in Item bA for upper 24 ft. 5pace Clips as HORIZONTAL #4 described in Item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically between wood framing and "H" Studs. 8" UNRATED SIDING (TYP) ❑ O ° EVV 0 1. Non-Bearing Hall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. ° ° 2020 NY566 5EGTION 106.5 EXCEPTION #3 IOd noi15 spaced a max. I6 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails spaced a max 16 B1J1LDINGS EQUIPPED W/NFPA 13 OR NEPA 13 SPRINKLER: o NUMBER in. OG. vertically. Intersection between partition wood Studs to be flush with the 2 b 4 in. Studs. The wall partition wood studs are to be 2020 NY56G 5EGTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 4 1 y p y p FIRE RETARDANT TREATED 5HEATHINCG AT 2 HOUR FIRE RATED UN5PRINKLERED BUILDINGS: 2016023 framed with a Second 2 by 4 in, wood Stud fastened with 3 in. long IDd nails spaced a max. ib in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 To EXTEND 4'-O" partition intersection per Stud cavity. Non-bearing wall partition Stud depth Shall be at a minimum equal to the depth of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 (MODEL B- 1 ) & W 2 HR FIRE RESISTANCE WALL ASSEMBLY Q SHEET NUMBER *Bearing the UL Glassification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATION5 FH2 Z RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336• 4 2 (MODEL B- 2) _ Last U d ated on 2010-10-21 N.T.S. AT FLUSH CONDITION F� TEST #RAL-TL-88-350; STC = 60 � o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED