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HomeMy WebLinkAbout45382-Z J arm' ©�4s� F�td p Town of Southold 6/29/2021 a � P.O.Box 1179 0 o s 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42125 Date: 6/29/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 84 Millstone Ln Unit 42, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-16 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. 45382 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 42) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0096 6/24/2021 ELECTRICAL CERTIFICATE NO. 45382 6/21/2021 PLUMBERS CERTIFICATION DATED 6/16/2021 All of lk Pl ing Conypctors Inc. uth ri d ignature offs K TOWN OF SOUTHOLD BUILDING DEPARTMENT s TOWN CLERK'S OFFICE Py • 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#: 45382 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#42, B-2 model). At premises located at: 84 Millstone Ln Unit 42, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-16 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 $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 ector 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 1% 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. 20 New Construction: Old or Pre-existing Building: (check one) Location of Property: un if 142 24 WlXsione Lone C_Lc+ChrXa0C House No. Street ari et Owner or Owners of Property: Ri MO r DJy.lopme_n4 LL...G Suffolk County Tax Map No 1000, Section 10110 1 Block ® Z Lot Subdivi$$ion QJ��?� P-pin}C C(Af npgyL Filed Map. Lot: (® Con% n Permit No. Date of Permit. Applicant: %rn oy- De,V e lmme-n4 U—C Health Dept. Approval: \/ q I% 11 Underwriters Approval: Planning Board Approval: V£S 912Lp 1171 Request for: Temporary Certificate Final Certificate: (cl ec one) Fee Submitted: $ Apt ant Si at i CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the prmlm�" Southold, located at 2 8y Mills , which is§hown and designated on the Suffolk County Tax Map as District 1000, Section �e�.®� ,Block_ 03 Lot That the undersigned (has)(have)filed,or cause to be filed,an application in the Southold Town Building In�spe tor's Office falx the f ll'oowin 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. 1 Dated: j p� 1p 2-17 ( i a e MrInt a (Signature) (Print Name) fte so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(cD-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: 84 Millstone Ln Unit 42 city.Cutchogue st. NY zip: 11935 Building Permit#. 45382 Section: 102.1 Block. 2 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 48 Ceiling Fixtures 21 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blowerd Range Recpt G2S Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Gas Oven, Micro/Hood, DW, W/D, 30 Circuit Panel - 24 Used Notes: New House w/ Basement Inspector Signature: Date: June 21, 2021 S.Devlin-Cert Electrical Compliance Form.xls �n•1l;!1.2...•;... Town Hall Anne t° , y t�: t S';;✓r.r � Telephone (631)765-1802 54375 IN-lain Road a S •_ P.O.Box 1179 �5 � : i r� rix f63 t J 765-9502 ki Soud7old,1`TY 11971-0959 �` ',..;% ` �D Y. B ITILDIIG DEPT?RTIC E1 T C°✓ '!a a F d IC LS, 1:1'•1{.•. �i ! L d I � �t�1�lt.Z-, L Tlease print LAI ii '.' :!3a".the SG!d5l.Lt51 C± in Tile-water sup)l S}'SLP111 coi':E fi?S 'Les t1;R23 210 G-: 1% __...__ `TI...iTit1e1'8 Sigi18%t,ll'e) ANNA MORITA Notary Public,State of New York Reg.No.01 FI6368364 Qualrtied in Suffolk County Commission Expires / d C:Uult(e' - woo so A� TOWN OF SOUTHOLD BUILDING DEPT. 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) [ ] ELECTRIC L (FINAL) [ ] CODE VIOLATION [ ] PRE C/ REMARKS: look, ;. DATE INSPECTOR ro� 00F so (fin I+ - * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 kr INSPECTION [ �FOUNDATION DATION 1ST` [ ] ROUGH PLBG. 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 pf SO//lyo Z., v Mi ^ # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ourm ' 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ r] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ _ ] FIRE RESISTANT PENETRATION [ LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OE SOUjyo # # TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT:765-1802 INSPECT,p ON [ - I FOUNDATION 1 ST [ ROUGH PLBG. Il] NDATION 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: Ame& !p �24w ov-/ vltm6k NXI-> 4�/j bAA1_) Ui�l e4s v J, DATE l117LIA INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 7S.&1'802 INSPEC ION [ ] F NDATION 1ST [ ROUGH PL13G. [ FOUNDATION 2ND [✓] INSULATIOWCAULKING - [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ /Zlp EC/O REMARKS: 0 divyLl-I owt/ -r�( o 6mJ2'_"_ 1_u-4 AMA �s F> • _ - DATE44T0*111INSPECTOR SOUIyo v nk cl;"' f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] 'FOUNDATION 2ND [ ] I LA,TIIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL /�� [ ], FIREPLACE & CHIMNEY =[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c -� cd /41 VId • DATE INSPECTOR -- # # TOWN OF SOUTHOLD BUILDING DEPT. = cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION.2ND - [ ] INSUL-ATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE &.CHIMNEY [= ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). _ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 7 vi P Of q26AZ9� -. MCA, V � 1 ,DATE t 0INSPECTOR . •.- - GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)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#42— Permit#45382 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. BRED ARC espectf Ily submitted, � oe-RT CIA C9 2.c G erveny,AIA, LEED AP Prin al yTFoF NE��O sm SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD tinTOWN OF SOUTHOLD,NEW YORK 11971 Fax (631)-765-9015 Tel (631)-765-1560 X NUCI 1AF1 CO-LUNSitI'(3W'N,SOUT1 101-D.N)'.US JUN 2 8 2021 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD B I i T7-n TN C7 P-F17 T. 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, ,14V,4 Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� �QUT P.O.Box 1179 54375 State Route 25 ®� ^' ®� Southold, NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631765-1938 www.southoldtownny.gov 40U6+IT`�ti PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 25, 2021 k ; J U N 2 8 2021 t Mr. Henry Alia _ Rimor Development LLC jT P.`T` F' �° P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 41, 42, 89, 90, 115 and 116 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#41, 42, 89, 90, 115 and 116 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 17, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for r these six (6) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Res ectfully, Do Id'J. Wilcens ci Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Home EnergyRating eriffie Property HERS Unit 42 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2021-06-18 Rating Number: 84 Millstone Ln Registry ID: 013561842 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 49.9 $1089 42% General information Cooling 0.7 $44 2% Conditioned Area 3080 sq. ft. House Type Townhouse, inside unit Hot Water 10.7 $197 8% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 21.4 $1270 49% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 82.7 $2617 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the follovong. 2015 IECC UA Compliance Duct Leakage to Outside 25.00 CFM25 - 2015 IECC HERS ERI r Ventilation System Exhaust Only: 78 cfm, 23.2 watts. 1_ ,�t C- I Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI -� v 2018 IECC UA Complian Building Shell Features ECCC New York State 2020 JUN 28 Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under 2021 Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1129 CFM50(2.08 ACH50) a r <•'�� f Foundation Walls R-13.0 Method Blower door 1129 CFM x 60 Min/Hr / 32538 Ft3 = 2.08 ACH @ 50 Pa Hy-Grade Contractors Corp. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 4 Manual S Compliance Report Job:Date: 2021-06-18 Wrightsoft, By: Energy Testing Services... Entire House Energy Testing Services LLC 1648 Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email mcaruso@energytestingservices com For 84 Millstone Lane Model 132(Magnolia) Cutchogue, NY 11935 • • o • • Design Conditions Outdoor design DB 83.0°F Sensible gain 16372 Btuh Entering coil DB. 75 9'F Outdoor design WB 71 0°F Latent gain 2947 Btuh Entering coil WB 63.6'F Indoor design DB- 75.0'F Total gain 19320 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 90%of load Latent capacity 6300 Btuh 214%of load Total capacity- 21000 Btuh 109% of load SHR 70% • • e Design Conditions Outdoor design DB. 10.0°F Heat loss- 31619 Btuh Entering cod DB. 60 4°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 583 cfm Output capacity 36800 Btuh 116%of load Temp. rise 58 'F Meets all requirements of ACCA Manual S. + wreghtsoft` Page 06-18 �, '4"pm, Right-SwteO Universal 2018 18 0 32 RSU20066 9 ACCK B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Residential ■ ansExamine ■ _ _ Form orm _ RPER 1 . • � - • �.• • • 15 Mar 09 Arcan�ragcaurad;,s dam., Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form*(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) Model B2(Magnolia) 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,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 31619 Btuh Number of bedrooms 2 Conditioned floor area 3311 ft2 Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth 16.0 ft _ Sensible heat gain 18605 Btuh Internal shade none Blinds,drapes,etc. Eave Latent heat gain 3349 Btuh Depth Window Total heat gain 21954 Btuh Number of skylights 0 HVAGEQUIPMENT • 4• Heatinq Equipment Data Cooling Equipment Data Blower Data Eripment type Gas furnace E�ulpment type SplitAC Heating cfm 583 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 Q 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 88 ft Trunk duct Sheet metal Total device pressure losses -0 6 In H2O Total effective length(TEL): 288 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0 003 in/100ft Branch duct Round flex metal Friction Rate=ASP-(TELx 100) I declare the load calculation,equipment,eqUipmentselection and duct design were rigorously performed based on the building plan listed above. •- •the claima made on - -forms will besubject to review 6nd'verification. Contractor's printed name. Contractor's signature Date. Reserved • - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist vtrarig6o$'oft' Ri ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job:Date: 2021-06-18 wrlghtsoftQ Entire House By: Energy Testing Services... Energy Testing Services LLC 1648 Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email mcaruso@energytestingservices com Project Information For Model B2(Magnolia) Cutchogue, NY 11935 ® - •n-Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/ 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1008 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 58 'F Total cooling 21000 Btuh Actual air flow 583 cfm Actual air flow 700 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0 045 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 HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (Cfm) Bsmnt 1655 7647 814 166 36 Bed 2 182 3742 1706 81 76 Bath 2 60 1064 227 23 10 CL 18 0 0 0 0 Stair 1 46 364 57 8 3 Foyer 112 1531 505 33 23 M bath 110 623 124 14 6 CLO 16 0 0 0 0 M bed 351 2338 2405 51 107 Breakfast 55 2079 1978 45 88 Laundry 24 46 851 1 38 Pan 19 0 0 0 0 Dining 199 2298 1073 50 48 Kitchen 186 292 1710 6 76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigtrtsoft^ 2021-06-18 A�/t+/ya M Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 /4li82 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Great room 232 4316 4123 94 184 Mud 47 485 137 11 6 Entire House 3311 26825 15711 583 700 Other equip loads 4794 661 Equip. @ 0.88 RSM 14408 Latent cooling 2947 TOTALS 3311 31619 17355 583 700 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -i -wrightsmfta 2021-06-18 q/�/� nW Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 B2 MAN JSD%Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Project Summar Job:Date: 2021-06-18 Wr1ghtsoft"" Entire HouseBy: Energy Testing Services... Energy Testing Services LLC 1648 Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email mcaruso@energytestingservices com For Model B2(Magnolia) Cutchogue, NY 11935 N otes 1111111 pill lillil�! ® - • e • 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 26825 Btuh Structure 15711 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(75 cfm) 4794 Btuh Central vent(75 cfm) 661 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31619 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 14408 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/ 1008 cfm Structure 1396 Btuh Ducts 0 Btuh Central vent(75 cfm) 1552 Btuh Heating Cooling Outside air Area(ft') 3311 3311 Equipment latent load 2947 Btuh Volume(ft') 20169 20169 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 17355 Btuh Equiv.AVF(cfm) 85 39 Req total capacity at 0 70 SHR 1.7 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 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 58 °F Total cooling 21000 Btuh Actual air flow 583 cfm Actual air flow 700 cfm Air flow factor 0.022 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed wriightsOlrt" 2021-06-18 a •.�».. Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 'CCC 132 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W N Level 2 7cfm 129 cfm 110 cfm &110 cfm Great room Ktchen �91 cfm M bed adiab Pan Laundry DiningDining 786 cfm 9160 cfm Mud 1-16 cfm L13 cfm M bath CLO 1\40 cfm Stair 1 Foyer �10 cfrr Broan Exhaust III Fan Model L150 56 CFM Energy Star Continous User mer Bath 2 �28 cfm TiCL Garage Bed 2 L98 cfm Job#: Energy Testing Services LLC Scale. 1 .92 Performed by Energy Testing Services... Pagel 1648 Locust Ave Right-Suite®Universal 2018 Model B2(Magnolia)Cutchogue,NY Bohemia,NY 11716 18.032 RSU200662021-06-18 11935Phone 631-244-2627 112510 U2imorModeIB2ALT2MANJSDrup mcaruso@energytestingservices.com N Level 1 12" 199 cfm 9' 1 14 x 16 1 9" adiab stunt 2 2.. 99 cfm 16 Make up air 60,,,� CFM Skuttle Model 2161 J Job#: Energy Testing Services LLC Scale-1 92 Performed by Energy Testing Services... Page 1648 Locust AveBohemia, Right-Suite®Universal 2018 Model B2(Magnolia)Cutchogue,NYNY 11716 18.0 32 RSU200662021-06-18 �Ri 11935 Phone 631-244-2627 mor Model B2 ALT2 MAN mcaruso@energytestingservlces.com 1SD rup Duct System Summary Job:Date: 2021-06-16 WrightsOft, By: Energy Testing Services... Entire House Energy Testing Services LLC 1648 Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email mcaruso@energytestingservices com Project • • For Model 132(Magnolia) Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 059 In H2O 059 in H2O Available static pressure 001 In H2O 001 in H2O Supply/return available pressure 0.007/0.003 In H2O 0.007/0.003 In H2O Lowest friction rate 0.003 in/100ft 0 003 in/100ft Actual air flow 583 cfm 700 cfm Total effective length(TEL) 288 ft • e i - • 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 Bath 2 h 1064 28 12 0.004 5.0 Ox 0 MtFx 28.8 140.0 st1 Bed 2 h 3742 98 91 0.004 9.0 Ox 0 MtFx 32.8 130.0 st1 Breakfast c 1978 54 106 0.004 9.0 Ox 0 MtFx 28.8 150.0 st2A Bsmnt h 7647 199 44 0.004 120 Ox 0 MtFx 28.8 150.0 st2A Dining h 2298 60 57 0.004 7.0 Ox 0 MtFx 16.3 165.0 st2 Foyer h 1531 40 27 0 004 6.0 Ox 0 MtFx 16.0 1500 st1 Great room c 2061 56 110 0 004 10.0 Ox 0 MtFx 34.0 130.0 st2 Great room-A c 2061 56 110 0 004 10.0 Ox 0 MtFx 34.8 140.0 st2 Kitchen c 1710 8 91 0.004 9.0 Ox 0 MtFx 16.8 150.0 st2 Laundry c 851 1 46 0 004 6.0 Ox 0 MtFx 68 160.0 st2 M bath h 623 16 7 0 004 4.0 Ox 0 MtFx 175 1650 st1 M bed c 2405 61 129 0.003 10.0 Ox 0 MtFx 403 160.0 st2A Mud h 485 13 7 0 004 40 Ox 0 MtFx 83 160.0 st1 Stair 1 h 57 10 3 0 0 Ox 0 MtFx 0 0 poly Trunk Detail Table Trunk Htg Clg Design Veloc Dlam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 315 278 0.003 202 17.6 16 x 14 ShtMetl st2 SO Peak AVF 194 144 0 004 218 14.4 16 x 8 ShtMetl st2 Peak AVF 496 693 0 003 208 23.6 16 x 30 ShtMetl Bold/italic values have been manually overridden -18 wrightsofts y. p „„,.,-r..h.,,,,.,.,.,,,,., Right-SwPage 1 te®Universal 2018 18 0 32 RSU20066 page 1 ft�iCl� B2 MAN JSD1Rimor Model B2 MAN JSD rup Calc=MJ8 Front Door faces W Return C - 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 rb1 Ox 0 199 44 882 0.003 254 12.0 Ox 0 MtFx rt1 rb2 Ox 0 500 796 85.5 0.004 216 260 Ox 0 MtFx rt1 •le Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) (in) Material Trunk rt1 Peak AVF 700 840 0 003 228 260 0 x 0 ShtMetl .` Wr6ghtsOfrt` 2021-06-18 ..., .a��,,..„,,.,�.,,..,, Right-Suite®Universal 2018 18 0 32 RSU20066 page 2 �� B2 MAN JSD\Rimor Model B2 MAN JSD rup Calc=MJB Front Door faces W 1.��O�-r—� - - °l;rh 'tJJi/} :'�s7�s' U ` 'l�1 Jul 2d,8 2021s X, oll-lp tSl �� tq1 ,' ' ij �' 1 I r �d o �`pF5',,�y+ IP e, CO �� - eM1 @(Q4� 0 L�`a�+b \`at *�`�ti� T p� h� a�� M�p`+ 40` os Oaafi � T Se' h ti\war �1 �t moi° too. AIR, q}• ro4 '4-' a/as �a v° ty. � �. ti• b' � �' /" �,- '.,,r aP,vkot"-v \C�� � Q �t � 4q` � , - �`��<�ca4at INC myto'`gQ xlP �r9t�4t t(V4�`\ o`er Sor1°. c °y�`o 10 ��" 'r�1 eti`)� q�t�� Q'ry\'� 6?"� `"�� cs+"" ate`to �`'��'• � ��' " - " �t�a�b��� 4'�a�eb��' �;�t. �t`�ti J��y 0���f�fi s�` t��A�` +�- �'� • Az GRCH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 IsLANDw NY 11749 W W W.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. 421 Permit No. 45382 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 Supp en . espectfull submitted, D ARC N. ogERT cQ y/�� AGF CA G rveny, AIA, LEED AP Pri 'pal '9 �2381� Q T�OF NE�y .v'1.M, i%J�rzr�''y •i•Y"�iS;'. `„y,;44,XY��u - -.',�It aFr z`j..+ Y� -:�'.-A� . GRCi ARCHITECTURE PC 3750 XpRESS DRIVE SOUTH SUITE 202 Is�.NQI�,. NY 77749 WWW.GRCHARCHITECTURE.COM (639)864-3895 �e."�� .:,%h'1'S.r,:.''�"'�.r•:�,.v,e�`,�E�^�i,r.:_....�.3...;....a.,�s::*?a'.�w+�...,....1_...-_..��.�.m"::f�..._..v,..�'�.-r"�.:...„�_ss..a_.,.,_,,,....-_,_...-.,.-✓_r:a-: .l:r-.-._.....-,-,...m-,.'�'C."ia�,-._..�r:..:f azo:.�>,':.'<".`.:'::::i:s_sSn".,^.:i,.��e�,;="T�w November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn, Ms.Amanda Nunernaker 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 foarn and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximurn thickness 3 Y" (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 AS ME84. 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 SO in accordance with ASTM . espectfu)ly submi ed, I RED AR '41` �gSRT Cy�G�j�C� 'O- 1 Glen Chervey i IA, LEED AP Principal �'9 ONII02381 Q� MIRCHAD51CAL WCORPORATCION 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 i 20 Feldland Street, Bohemia. NY 11716 " (631) 563-1298 Fax: (631) 563-2954 - f ...;�d.'�?..'�'` { ,�,�'F ..G,\ .l y.�y.1, ,.•.: V1,_ .",.x_ {�' �'�'� riq.�y �'�t �, '2' � � ,,,,i�j}a.� rt"'- r �F'si-'., 1.:'."a� 5:: 3* :-t .1x "�• i.:d. R}�1 rf/'�%�" 'tl�rl J lll f� ,.n �`:� ,t p`- - a 'ef� �r. �' `�•*,' .c`� �s - .{I, �t/ v� I� �(. :";� �J- {..;`�y•fs�g �, �`�.,�zy� `^-T.a r .z+ rti+,,.. .i •• e ,.t �';. !' �� /fr -Cr i.i. �... Y4�. r� u,.r-.' � 1 - s a,. .Cl,: a,'s ;v { �,. '�, .!'-� �\. ..Y �. '�"•8 j�,+xk �,.�{.. 7q. ,�ry�a, ,,{',�.t�: � I ,�r32; _ ..:l.Y 5:.-. T `t. � Lr•' 1. �A �< y' ,1 { °y�q ,grj) tt .Fy s'+� X•��«� � `Ja L :r' y. ^+�x �! c.�.- '$.t, 'r a3v. o RSP S Yi ,{. � rw. 4 '¢�f f.r;•[" s,'.,y�, r ;{ k ��'�K6 .x1 �r� , ,'u••*�1S 'w ':.>�i 1 - 't r + , Y 1 Y. 7R4^rc. Pur. x° , SOM ' CCF '.^^�YY lIt A .sz v I��R� a.0 C�"�+� � ��^-+ .;c^u't ,.5 �, ���;M.`r •.�� r'a 1 ,Y_ 4�� � � ,.'P,', :. .. .. --� � i ' ♦t � •moi w, , E :. .::'." `tom`. -,_•. .rs / � r T► s. r.�-�- '+ -_ - _,�^ L'F-: -.-"- dg`. -, �fes•Sf yV�''+1I � F .�. ``� j n"'�/' '�'` ,t,•. ,ter. •f` _ �u-'w� .�'� . �w. ,�� r ' !,�,� �' �.- - �i y„� +act-' tea• :ninraf - v � "�• -� 1 r"'•, ,y.: r�1 x r �F;� ,..,ate �(`ti' ,! _ � '' ' .'A� ...✓� _- ..• -. _ n ��.•,ay'M+:..._ !" wf. "l~ � �1�• ,.'.t .�1.=.RC1 r' 1S ty 1 h; �G^. at ;w 1'<" _ `' '�_ .�-1^•�' s,.ysi �j �.:ae ^.�,`Z 1ayy •r T' , ' �A,` w r r. p c..r-^"��r �1L^�'RyC� 4�w�&1�5F k�,+l�•w q ",,.ky,.,�5 § '4. ...rr. _ �,�%��` y,l. _-`' .i _�,.% .�� ,R.w +Q�.y� 's •� a{ `; Tit �° �Y8"... �:���"'�. ,•'>'�� ,�ir'r- "� ��1 �` a[ws' # ti3;e � • _ '.,r' -kti � a� .�:,�`� � •+ .,,,>. rar�"'' .. .d p e�.r `' . 4.�i� =T '�•N�-1�lfF 1 1 �T�� {{,, •'YY,�. '.�,y,`�� ..: ` •ny 14`` ,. •; . � 1..-_, ', .•J f, "A''�` .-•- . ,, .. .. - ~Y'•• .�� � vii, ,'�"�. ��t5 y4�. +�' ;�`d-,. :•r:.t ..:� .^e. 'A\,`: _ •r. �. ,,; 9�I,yta�a.'.Gn;�,�.� rtiw �c< ''a �w. �:.. ti.'°. �� `.� w r .:�nC: h '+► ` �a � a atm 'AIN fes' '�•. Y�f ., S z �•.� ` LLL r��!} f vl'' � �+ lNe ;ell le - d � r � - ,,• ys � �i� � � - • ,�j!'-',;7. �`'� �". -� � ,. ,�y..- Vii. _ � �:. - , 'I - D.�'' � � .� -. � . . .�,i� ^'�,��=tom �► ,� - G-.. +��� _ r,-f y Yl '�� �f. � .a fj� ��. .-� may, �.. ,�. -•'�',{",���+� r-•.��� b- ••:�'�'�i•`��. i - a f 1'1 L r may. � 1y-.._'� �J`._.;; ?tom- - - J,?.- �.�z�''Z .a.• '-� t: - .. {{00"oo SN .. �tcj -1.. - ti --r �.+t `iii - '��"�t�`•.�1. :'i; _ �'* „ #; _ pJ i`:+✓ - - - � �<� M��' -, ��-Lit I 1 1 • ' • MCI ���i • 1 • A w wLl NO FOUNDATION(2ND) IF WIL new-, ROUGH FRAMING& d ► PLUMBING RqSULATION PER N.Y. STATE ENERGY CODE, 1 1104m' " awl l � . �l A ' ' � !r 1193, i CIS► .�/!1 i' . - Wl/ / I - -ma ` i - cam- �+n� �Z TOWN OF SOUTHOLD BUILDING-PERMIT:APPLICATION CHECKLIST BUILDING DEPARTMENT , -Do you have or need the following,before applying? TOWN HALL Board of Health — 4 NY 1147.E 4 sets of Building Plans- TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9,02 • ` • �� Survey Southold town ny.gov ;`.PVRMIT NO- Check- Septic hemoSeptic Form N.Y.S.D.E.C. ` Trustees C.O.Application �, Examined 220 Flood PermitSingle&Separate', Truss Identification Form Storm-WaterAlkssessment Form Approved 20 JV' Contact: tAxk Mail to, Disapproved a/c `` �l� Phone: 6i/ ? 446 Expiration ,20 . Build nspector APPLICATION FOR BUILDING PER-NUT Date , 20, .Q INSTRUC'T`IONS a.This application MUST be completely filled in by typewriter or in,ink-and 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'wiil issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied-or`used in,whole 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\York authorized has not commenced within 12 months after the date of 'issuance'or has not been completed withimil$ months"from such date,If no zoning amendhYents or other regulation's affecting the property have been enacted in the interim,the Building Inspectonmay authoriie, in writing;the 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 pursuant to t11e Building,Zone Ordinance of the Town of Southold, 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-inspecto_rs on premises-and..itl building for necessary inspections. P �ri.��►� ��O,JA /11 L LL ll �.dy � — / (Signature of applicant or n e,if a corporation) - OCT 1 9 - 2020 { o (Mailing address of a licant) State whetbi r applidant,is:o-v` er, lessee,`agent;architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �Itwto V, (As on he tax roll or latest'deed) If applicant is'a carpor i�hs natur o '4uully a thgrj� officer e , (Name and title of corp ate officer), tW Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed°wwork`-Will'UE'done u_pm _. 134. &.e _ House Number Stre t a'- ; Hamlet tr' "}'�Ylk�4 ���r t)1'i +lel 3• .' t._ i County Tax Map Nor 1000- Section f�l �•�';�,;;. ` locks' ��' 1'.x';3 '•`"_?'` %t; }, ,,_�i. . Lot Subdivision A6 ipk Filed Map No. q Lot /(o (66 t4PO)-- I"-P-- 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �d b. Intended use and occupancy l�®��® `y ��`�'�'d"�✓1 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost DO . (-XJ Fee (To be paid on filing this application) 5, if dwelling, number of dwelling units Number of dwelling units on each floor .-If garage,,nurpbe{r of cars Com/ 6. If business, corri'inercial or mixed occupancy, specify nature,and extent of each type of use. 7. Dimensibns of.existing structures, if any: Front - Rear Depth Height ' ` Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 391 Loll Rear Co Depth 7 I ' o'' Height ` 2lo' U Number of Stories l 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 V' 13. Will lot be re-graded? YES✓ NO Will excess fill be removed from premises? YES NO V' 9t ✓Damxy a A0 -&K, * & �76-246 -7 14. Names of Owner of premises Address QX- �4 Phone No. Name of Architect �d� Address -U 4 'k- t4 Phone No 0 °� " Name of Contractor $ - 44 6c4Address Phone No. ----� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 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 th's property? * YES INTO IF YES, PROVIDE A COPY. �� �a . STATE OF NEW YORK) SS: COUNTY OF40- 4 A� C', being duly sworn,deposes and says that(s)he is the applicant (Name of individual sign i g contract) above named, (S)He is the (Contractbr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said ork and to make and file this application.- that pplication;that al statements contained in this application are true to the best of his knowledge a d elief; and that the work will be performed in the manner set forth in the applic filed therewith. SHERRY P120NE Sw rn t before;me this OTARY PUI3LIC, +t,11 E OF y d day of; C) t �p R,�­istration No. 01 PI638 08 Qualified in Suffolk Co ntv Notary Pu lic ommission Expires Marc ?1623 r Ap 'ca t � ,l {iyAl ',,, I ^ey t ,•Y 4•", , ,.. i 4rdaY°"ir(,a„p„n,�inL;,t^-^' u ^�-_.:'t�,:v•'�i�.,..xi'', 'V• �`I'� ' ,T ,' �Sy” �•,,„�,S ,9y.'ti'U ria ,�•_.,,..lae''nw� „x1,,;,u� r u i• ,�„ '1,�� i,��l�t 1 �r ��r f ,u� r , �c q ' 4{'-„�r 5� ur y 'h'd i��=u •�'���+h�'�,�' �,��!%r-^T�, ��;.�' ,,„ „''' �,,�,5�•-; ,^` .;',';, ,„�5 r., w'�.ra'�%%��„im.'.'L>rr:+s.,i{d:�:;l:.a+i*ye+„,��9ys�i?��,�;w���ja~�.pr%%*-g1 4.r'��:�=r'.'a'ia^''_ o” �' t �h�.:..a--+a-i^�..xn'�,a;�•ir-ius+?,+=9'eh's"..nV,�''G�`v'' ' 3g O� �A z -LIMIT OF NATURAL EN BUFFER AREAe`\ ,; 19' n :Lv-fit':`-i�.u'�`£t� 1�.7;`y:{,t�, �T=�`'�`�{'"J,•�, `•'�'��:�n,';;k z4' .�r.��i�-'.at _ 3:fs�f`„rt,!a- '�r�•']�,�r �n����•i�l�'`'`','"Px'„`'tr",�:�i,• � vi+3N+:'�P}�Ye�';���e�"�^`"``r�'4'".r ym ;,a �.u;�"''�'t(1"'��!n•1 v k'G3` kF.Sex `i+`'3rG�:," s°9,�'�}x"'tffi'+� af,�� x�r :�, CIV Y"'F"."!! tl «_ iE�+K A`,,. ty-p .�< ttXX _ .+,at i�� � f. 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'2kY'u'•. z_ �',-3',i�t-,.^ < Irree M '�., _'hl•_ ,E�r -_k"3:Mr` �`� �;;v�.41 � �'.�Fy�,ja 3�y_�3+Ft �6"�`+4'�,,,'F%5^� i r* ,�+ ,}{��• .�.=i£;9.i�t;'t��'`, c%. l8, �;��yrP,s-.r�,e'�., ':,�'' *�S�a i`-,r;;�M:k<,d „i,` ,tifs,, �,a•'s�,�,��,4,, i ,r;;•��}�;;_. >^� ����i4-�. `;�' ,�;�-.�'�'�,'- �,,��i>A, .. 18.3 -- '� �n' ��' � f� ,Si,,p`���.`���y",:r,i ���'[i'ti�a;p<^�o'i +Sei �,;,,•,�;;>`i rr r_� - � r Uj 0 •H 1 F a. Maw YMT Be d ByTha o� � 1'He8b S Celli 852-59 tl 97 a •f� 48 , HOum In Advance TO Schedule Inq�qCgon($. APPROVED IN ACCORDANCE WITH BOARD OF REVnEI,Af DETERMINATION FATED�~--$d �7 0 M ® ?: M W W ? o 0 0 AE � QC� � ® O �+ U- 0 U) � o C- FF CERTIFICATION- 1`�F'��,i3lr�EL,.- "� � � � tll P.E. � -A, Cc RTIFICAj,I!°'Y,{ O KA ATION'Ai%z:�r'e1t•I.'"a RUCTIONI ,.+.PI�d�OVAL. 5 �'��s � O �— �_ N,_w, •� �, . O uifolk County Department of Health Servzces `` v Approval for Construction�CDther Than Single l<amily � Reference No. C- ®& 494 =22/- Design Flow ®® PROJECT NO.: 00026 ,_ _ DRAWN BY: KCK Thonforma These plans have been revievred for general cnce with Suffoll County Department of Health Services standards, relating to water CHECKED BY: TFL supply and sewage disposal. Regardless of any omissiona, DATE: inconsistencies or lack of detail, construction is required to be in accordance with the attached permit conditions and applicable SCALE: AS NOTED stt adanis,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or ra newe& CADD: 00026SP Approval Date Reviewer SHEET NO.: R � Appnwed 1pe% F 5 a S.C.D.H.S. APPROVAL PIPE SHALL BE 15" CPP WITH A SLOPE UI- Uia i FOLLOW UNLESS OTHERWISE NOTED: ® STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED i VECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ' BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. BE C900 BLUE BRUTE DR-18 PRESSURE WATER MAIN TO BE 10" WITH 6"' R PI STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL, BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ,INIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. " WER/DRAINAGE LINES. BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 41NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING .- •WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ,ERVICES TO BE INSTALLED BY PSE&G AND 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 Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651--86, OR THE LATEST EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING ° 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 Areat a Unit Numbers Area (SF) (SF) Total (SF) St- Pointe 77-124 u 1,999 486 2,485 c 1,3,8,20,12,14, 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1,599 363 1,962 Town of Southold 5,47,49,50,52,541 , 58, 59,68, 72, 76 No. Revision Date appvd. 13 TOVIN/SCDHS REVISIONS 7/28/17 AVL i 2,5,6,9,11,13, 19,20,22,24, 12 TOWN REVISIONS 5/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 3,42,44,48,51,53, ' 7,60;62,64;66;-70- 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL 73,74,75 - 9 TOWNREVISiOPI�- 4,7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVL ;1,63,65,67,69,711599 380 1,979 oosrg►rY7"4 ...x ,h t. cr. :X�k�- a' ,s• f, y a ` ?;•:• zax;:?Y;Ay "` "+.ij,Y-0„i":,h,, ::..yr:F.::, ' yyS'; �� `s,r;--,. vr�'.xy� '�•' r.".;s..•:a;:';., .,;t,+`3:� r-..;-^ - ppu.: i; .� -+it. .'E:- -,rXY.. a Xr i.fS ^r'•. cC:):,�d. ,,zJ.• 15,16,17,18 1,999 408 2,407 Issued for Date July 10, 2015 N/A 6,188 N/A 6,188 Cho 1000-102-01-33.3 0 SCDHS Approval ID 8$f d3L� NTIV DEPART"ai�l 4T OF HE .L.,TH SERWC B PERNYI'COIR APPROVAL OF tl ,'C.to-i 7— L.1✓'a APPI;OV!�D.�. '��� �%�� ,�- Drawing Number elk FOR MAXIMUM OF 0OPMOMS 14 11 PIKES THREE YEA-9B FROiM A f OF APPROVAL �,�006vo�� ��w C�p fit 46. L0 got' m Sheet of c{- D Project Number 29305.00 C®HS Reference # C10-06-00"M BUILDING DEPARTMENT-Electrical inspector AV Foil TOWN OF SOUTHOLD 54375 Main Road - Town Hall Annex PO Box 1,179 Southold, New York 11971-0959 :',.--,-Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownnyDov — sea nd CM-southoldtown ny.gov . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: C)La c Company Name: n)-T M Name: c License No.: M,5; "'jem-&: c Address: r) 0 Phone No.: lv JOB SITE INFORMATION (All information Required Name: k'Mnr"__w )diinnVO LLC U2'n! kic . I A-JLI,-;\ Address: S��e' ( Cross. Street: Phone No.: ('U31 U 1_3- C�UCD Bidg.Permit#: email:_-L W'iQ Tax Map District: 1000 Section: 0D, 01 Block: Z1. D Lo` tip BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: ENO Rough In Final �Y !�- Do you need a Temp Certificate?: (ffl>O Issued On Ternp Information: (All information required) Service Siz 3 Ph Size: _J 4j�o A # Meters Old Meter# Cew 2e;rv' - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 - 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 Request for inspection Form.xis BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 ,j 'elephone (631) 765-1802 -FAX (631) 765-9502 a �Y�_ - `j•5 ,;�: t6gerr soufholdtownny. ov seandOW-southoldtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ' Name: t License No.: 3 d r errs il: CC. Address: Cs n Phone No.: b JOB SITE INFORMATION (Ali Information Required Name: k VVhi- %14C �` U Address: Cross Street: f - Q Phone No.: 3i ;B,Idg.Pennit#: 5 email: — A co 'Tax Map District: 1000 - Section: 101D• cel Block: , 6.C? Lo �� BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: is job ready for inspection?: YES NO Rough In hhW Final 'Do you need a Temp Certificate?: ES O Issued On Temp lnformatiori: (All information required) Service Siz _1 Ph 3 Ph Size: ).'SQ_A #Meters Old Meter# ew Serv' - Fire Reconnect-Flood Reconnect--Service Reconnected-Underground -Overhead #Underground LatetalsG2 . H Frame Pple Work done.on Service? Y_ N Additional Information: PAYMENT.DUE WITH APPLICATION Request fof inspection Form-As � PERMIT# Address: Switches ! 1 l y Outlets - � ,� - -------------------- --- - - l GFI's,- Surface Sconces HH's6'� ti\ rc UC Lts - _ p Fans Fridge i HW Exhaust Oven Dryer,7j,0/+' 41,1 t DW S rviee Smokes.,I Micranaoerteratar= Cor bo - Co Atop _ Tr. n fer AC AH Mini Special: / I � C4 I Comments � 4- A �''' Crn �Z ' �� C /&'v tip. Town Hall Annex Telephone(631),765-1802 54375 Main Road r4 c P. O. Box 1179 - �•n�' :<';>; Fax(631).,765-9502 Southold, N _p Y11971959 BUILDING:70EPARTMN ,,T,;:; .,t„ ,';its'•,,f;' b'.yw•,„ , ,� ;��+ -'"FAY '4�'{`�: ,^'�•,i`k,,.., Y ;uls t'�R'fir?w��:,lr l eJ• � a l �VF� Ii.+ NOTIC '--`0P UTIILIZATION OF TRUSS;-;TYPE C:Of i ,�CRUCI'ION. P „ ; RE-I NG N`EE'RED , is� I lOC11J"CON STRUCTlON'Ii NDIoR T M81ER CONSTRUCTION Date. L.' A¢r�, pfd �SSu}ti.n, Owner:' �°s `Location`of`,Property: �,,#,,,,LAI_2, •�,• ;...;1�i_��S P ' ,L ' l: . Cl -' %4'�. Please to otice that the'{clech„applicable ii°n'e): Y; . 1.''"' ,i ". New commercialor::reaicCentialsfru;cture a' .,..Addition to is- ! •,. �', i' exisfin tomrr e�ci6LQr;"res idetifia(.=,strur k. oc-.y;r{y�. .,l r d��ht�al•,sfructure ' . • ��°•�� ctiri;itn`ercial o �resi a toa constrcic'eta'`+ i'�perfom ';,�„''-;�. ,�, ” -� � p rty �, r�..�,tir;, ',t:,;; :, ;, •y,:��,� b _. "`&At,"th�e sub'e' roe re erence a 'over:�nrii'I�i.iti(i e;,';;;°;;• (check appH able' hb): ,s: r 'X 'ITrustr,.y q,con8truction (TT) Pre-engineftdMood con,5truction (PW) Timber 661nst V d o . . :�.�'.. :•�; in the.fol(owih locations check,' lidat ie`tine° Floor framing, includirig''cii ers^•'andr:bearns''('F) _ Roof framing (R) Floor and roof.framin Signature: Name,(perso,n.subroitting;,this,form):,., �,r, +� ,lt� 1 `� •, •`�'.'� , P Capacity (check applicable line): „' ��r; = �;ti' �° �! ?Sv owner• .n �J 4t, �R'�]i''.;j�-� ',di.,,. ��°��s'„�.�:,i•,,•ij'�'•J�i'9t r iu.e ._ z F +`• ^ + fin i!? ;;iY\j,,�,,< ,,,�_`, •' -i, sX,i, %�a�",tin s�@t Owner representative ' � TrussRegl5.ducx Effective 111r2015 'g v V,- 12, IX 4 V it 14 NIT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES --FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 Health Depaitinent;Ref.No., (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM ALL SIGNATURES MUST BE ORIGINAL_ BECKON 1;r" FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- _ Ci T_ ax Map NO.: 1000 District Section Block Lot 'Name oftimbnt;A li' A" or Develo t LLC,, 631,) :735_ PP cant:, .. pmen Tel#: 9200,, « . ' °'MailingAddress P,O`�BoX90 ;'Ctatcfiogue;,AY,if05' _ V„ #eam li ; ,> .Email`Address- a a65@gniailcorii Name of Current Agent:Henry Alia Tel#: (631) 67$2667 Mailing Address:PO BOX 908, Cutehogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL.09/08/2017 *If more than 6 years old and SCDHS site inspections have not been rformed,a new application will be required "SECTI0N2,-I FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: Tel#: ( ) - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: SECTION'S.: FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#' Architect/En ineer/Surve or - 7� I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: .'SECTION 4_' FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, RE W(check.?�hI pled a permit to construct in accordance with this application,surveys and plans submitted. I herer9 rtify at I hav e �fn i_@to n fete application and the statements therein are true and correct,and that all work shall be done in o ce th all applicable Town,County,State and Federal Laws. "Any false statement made herein is unishable as a misd r urs nt to S21D.45 of New York State Penal Law." Signature of Current Applicant/Agent . 20?[1 Date 6 1 CA� t Z./fig N.1. Print Name of Current Applicant/Agent `�� IA/4 ` ` C c jTitLe enry i Agent/Project Manager DEPART E ,> , 5E ONLY',' ' . Permit is,Transferredl new -Until- ?' �� 23. Number,cif,Bedrooms Approved NA Signature of Department Representative f�`'�. t =-� Date 1& %'-Zo WWM-104(Rev.02/12) � � � �' WU) � � 8 � o � � NwO Coo V Cn (.n v � W L I - C)1 N O CD 07 - N O W O c N N - CO CIT CD d) _ w �wo )' 0 ' C) W N O CTI p- to 17.2' NN6.2' OD _t CW -4 5.4'6.5' a 00 m m m (1) (/) w 6' U) W U) �� � c-) o II r 00 r w W r X� � 17- 'I�i O N 0 N K) W 1 4.01 Z 5.0' � � � � NN � � Co � W CO 0.ONy A . �IPN: CPN -' � -i o LA !'-) _4 wpm -4 0)) o ' 0 � _P", � P -wN) bOWtoo � o N N OO 3.0' -i C)o_ o - w Ivo coo - o0 o m m S 4°30'42"EZ.o'—-- o D m a m m 35.92 --- 3.8' GRIFFING <y (p, I z STREET �r-•-� F 1L O I o N l 2 1S�n�d JA r10.1' __q v S 2.3' _ O V n C� 3 3340„ C? 8 I n6,02� 27.7' 6.0'oN 14.7, oc O I 12,)) /_ 5s'4.T l 1lU jj Cn O I cO V r ZJ CD Cl) cn fn W = fn �° I 01 N CoW � W O -� 00 O O �, DO � N �'_ W I 6 P l C I C71 p A V = — O Q c,i m C/) o I m Co 4�,, I m m z °) m O p 01I m C N co '' 'i "'u', :l' O O �� � p > - �J I.� d E r 2 2 2020 _ 269.77' (ACTUAL) _ NOTES: — — — P-{,.� _ .•-`,s THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE S37004'40"E -�"':' ,� PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 11-20-20 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, ®� II tl E* PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION FOR ANY UNITS 41-42 UNIT DESGNATION MAP OF PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSENS ED AN ITEM BPROFESSIONAL EARINGNGINEER ORLAND THE SEAL OF AN ENGINEER OR LANDOR,TO S ALTER IS ALTERED,THE IN ANYWAY IF �� DAVI p p � O� HARVEST POINTE CONDOMINIUM 2 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH FILE NO.:490 FILED SEPTEMBER 28, 2020 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 4avis D SITUATED AT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 10 C UTCHOGU E i SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEAVALIDTRUE COPY c ^ TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS - �v S.0 T M DISTRICT 1000,SECTION 102.01,BLOCK 0200,LOTS 15 816 OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 5021��`� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE V LNELSON + POPE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, N o OTHER THAN VISIBLE SOIL CONDITIONS. GETATION,TREES,PATHS,STRUCTURES DEBRIS OR ANY OTHER CONDITIONS I A!N engineers•architects•surveyors COPYRIGHT NELSON 8 POPE,ENGINEERS ANLL.1iURVEYORS.ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED i p� 70 Maxess Road,Melville,NY 11747 631.427.5665-nelsonpope.com IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 9!/ INDIVIDUALSURVEYS PERMISSION OF THE SURVEYOR i DRAWN BY- NP CADD NO.: 00026 IS SCALE: THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL I - MUNICIPALITIES AND ISNOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER - CHECKED BY: PE FILE NO.: SHEET NO: 1 OF 'I PURPOSE 1"=30' DATE: 12-01-20 PROJECT NO.: 00026 - I • �I�itic� �4� L1s39 Z Uj 11 ; V GASI EIEC• J � CONTROL ryqJo �ryETER WALK w 1 I Al O �OL B F., CD ° CONC. 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LK S 530 I-S 38°24'18" E S 38025'23" E w S37-04'40"E � 37 34 E Q I 95.00' I 51.14' 481.91' 56.40' S 38°24'18"E R=140.00' R=112.00' I 96.29' L=37.19' L=29,72' O R=410.00' S 23011'01" E = I LL j I L=450.51' 39.36' OF NEW YoR,� p I O O CLO~j Liv P�`,D PETF'Q O ��• CL cUn O tiiv �Q (09° ° w ` W �I J i I NOTES: S-ED LN THEOFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TOTHE F04-30-2021 FOUNDATION LOCATION FINAL SURVEY FOR PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 269.77' (ACTUAL) NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, SANITARY AS-BUILTUNITS 41 - 42 UNIT DESIGNATION MAP OF PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTIONS37°04.40"E IT IS A VIOLATION OF NEWYORK STATE EDUCATION LAW ARTICLE 145, FINAL SURVEY HARVEST POINTE CONDOMINIUM 2 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED FILE NO.:490 FILED September 28, 2020 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE SITUATED AT ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND C UTC H OG U E THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OFTHE ALTERATION TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED S.C.T.M.DISTRICT 1000,SECTION 102.01,BLOCK 02 00,LOTS 015.000&016 000 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COFY NO PHYSICAL EASETS ON PROPERTY OR RIGHT OF WAYS.IFN ANY.NOT SHOWN ARE NOTCERTIFIED NOTED.RECORDED EASEMENTS wf 16 NELSON "} POP E PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, engineers•BnC,fllt@CtS•surveyors SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com COPYRIGHTO NELSON&POPE ENGINEERS AND SURVEYORS ALLRIGHTS INDIVIDUALSURVEYS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, DRAWN BY- NP CADD ND.: 00026_1 SCALE: RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUTTHE PRIOR WRITTEN PERMISSION OF THE SURVEYOR CHECKED BY., PE FILE NO: SHEET NO: 1 OF 1 DATE: 06-25-21 PROJECT NO.: 00026 1"=30' I 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, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION ELECTRIC IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PANEL PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY SPNCiARY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED - 1 ��Ap -per' __q�'°Fp p _ HEALTH SERVICES PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF SUFFOLK COUt`:f i D;sl''A e 7 1'�Et�t°I OF a E LT�i SERVICES AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE CO MANHO pg 56'3'6"SDR-35 �/ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS REAL AND INV 182% INV 3` 8 @1527% 5 047 INV. CO IN SANITARY I APPRO`Ifa'LI Or ti�„•"S(�i''T''i�yti�,,,-i"�Ct tr1:'j��'RKS F•OR THE RATIO ,ANDASECIFIC DESCRIPTION BY HIS HEALSIGNATURE TION THE DATE OF SUCH _ ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 12636 HOLE 2912 579 8"=s5�e / T. 530.75 INVN3080 § xS1�'�I ".�'�r COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED A SPNCL.r X 12 s,. 5 - rn T �U0 p I nl epq SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 10�PL.P. Q'2 d` �LJtV , , DEE o ST N NI Mq NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS F K c°, iowtion have Ian OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 12857 OJ INV 311 25 I v The Sf"N (FiSPOS23?'K:.:sL'G', `� eci'vR+[?£'fi at rfaS +ter i r n3+i• 3r UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED InspecW anWoT C.2f1ii ed.3'j tali,,D4p u-nent E,.C lbar N1jncieS a nd ftnd to AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE N �O 11.0' `°CO,TYP. t•��y,�1�y�y�e ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN m C 13 ZO . 14.4' N INV.3127 be SBt151•a�CtOay FOR A MAXIMUS.QI`��TJE6bi"alL��d4Vt�° PLAN DATED 7121/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Q N 13 2'o p., TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 1 Co 03 N 16�, d U "' DIP INV. " 22 7� 16.0' F, _ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP INV 31 N n �? 2.0' 31.35 N a G CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR c� 14.4 2�5 2.01 I 3D1 3INV,V Z.0' i FURTHER DESIGN A iv 13.2 1 g1P35V ^ 1 STORY FRA 31 RESIDENCE { PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE pp �!yy pp /may RE., qO�_ CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATERCOURSES, t0 1 ENCE Craig 'Kne e Chi SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS IR 2.0 1 E REgI� 1 6 5.4' UNIT 42 1 20, C Q ,p' y na ,p, n OTHER THAN VISIBLE PERMANENT STRUCTURES YFRp`M I _ UNIT 41 p ® IC� of �V�G�tlV��O! ��d1UgG��utl� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS 1 St OR 1 UNIT 43 c0 4 ^ 1———— r ———1 (O RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, _ 1 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �5 VI.11T 44 _r RAGEII 7 3 '� ��2$' i GARAGE i GARAGE i 3.4' IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR. 4 1 �.P o ADDITIONAL IMPROVEMENTS ANDIOR POSSESSION,IF ANY,NOT LOCATED,NOT 1 1 N 2.5' 1 1 t- _ SHOWN 1 GARAGE 1 014,0 G p 18$' N 19.0' N I 0' N ( r v r rt \I 1 I r 1 ALL SANITARY PIPING 4'AND 6'SDRJS,TYPICAL 34 1 I C4 X1301 V - l l o L.� s 14 fir/ 5 1 A5. o o i,J .Izn' °•`-%�_O U V 25, \ 1g7, N ` Ino' �bU 17.0' o� pAVID AFT b W W 01 0 LULU a 7 3 L� ryqf CO 1.((n 3¢g JUN 2 2�C1 E Gim of W I _N W O ; — 3LU 11 raLU _ DROP CURB /' ca C� �� O 3�'7W _ BB CORB CB 3 0 0/ 7111U7 G DEFT. ��i � 05021 0%0 w 3 DROP CURB ICE w �w a 6 AND S c1mW 10 w/WivCE WPjwR/1w/w�� �� 'GPSSER —W/E . � MILLSTONE LANE 1 SUB PAVEMENT 1 i SANITARY SYSTEM AS-BUILT TABLE d �� 01-08-2021 FOUNDATION LOCATION STRUCTURE NAME TIE A TIE B SANITARY AS-CONSTR -CC�°�♦�'�.,OR UNITS#41,42 &43 04-30-2021 SANITARY AS-BUILT 'ti= UNITS 41 - 43 UNIT DESIGNATION MAP'QF ST-1 45.1' 50.5' ST-2 40.9' 56.9' HARVEST POINTE CONDOMINIUM�2-ik LP 33.3' 69.3' FILE NO.: 490 FILED September 28, 2020 'rte;• yq��, 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 UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 41 R10-17-0095 1,599 S.F. 363 S.F. 1,962 S.F. WL NELSON + P O P E 42 R10-17-0096 1,599S.F. 363 S.F. 1,962 S.F. , AI 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 J DRAWN BY. NP CADD No.:INDIVIDUALS00028 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 05-04-21 PROJECT NO.: 00026 1"=30' Ilk ELECTRICAL INSPECTI®N REQUIRED DATEAPPRO ED AS NOTED: aB.P.# TRUSS PLACARDING REQUIRED / FEE: BY- NOTIFY NOTIFY°BUILDING DEPARTM T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING-INSPECTIONS: 1. FOUNDATION - TlNO REQUIRED PLUMBER-CER TIFICAT/ON° -FOR POURED COINC {ETE ONLEADCONT 'N BEFORt 2. ROUGH - FRAMING & PLUMBING CERTIFICATEOFOCCUPAN� 3. INSULATION 4. FINAL - CONSTRUC'TION MUST 'SOLDER USED IN WATER BE COMPLETE FO.: C 0. SURPLYSYS TEMCANN0; ALL CONSTRUCTION SHALL MEET THE EXCEi D2110OF 1% LEA! REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT,RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. - Blower door COMPLY WITH ALL CODES OF and ductwork NEW YORK STATE & TOWN CODES testing required. AS REQUIRED AND CONDITIONS OF � � 'MBJNG SOUTHO,S T OWN PLANNING BOARD ',,ALC:PLUMBING WASTE DATER LINES NEED STEES 1 INdaEEORE COVERING OCCUPANCY OR Most Provide Manuals D, J and S as per USE IS UNLAWFUL ;',I, 60,flOT PROCEED WITH NYS Energy Code WITHOUT CERTIFICATE RING UNTIL SURVEYrOOUNDATION LOCATION OF OCCU PA N CY 1 fAS 8EEWAPPROVED. All exterior lighting installed,replaced or DRAINAGE INSPECTIONS ARE REQUIRED t°epaired shall conform Contact TOS Engineering at 765-1560 befort Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been installed to Code of the Town Code ,t PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, Section R316 Foam Plastic H TABLE 13405.1 Z CODE 0 F NEW YORK STATE draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed 13316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Pro ernes of Soil Classifie c , 2020 RESIDENTIAL P d According to the Unified Soil Classification System W !"� space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall 13316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall bear 2 020 EX I STING BUILDING C 0 D E C F NEW YORK STATE be provided in floor-ceiling assemblies under the following circumstances: the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine that the UNIFIED SOIL VOLUME 2 2. Floor framing is constructed of truss-type open-web or perforated members. end use will comply with the requirements. GROUP CL SSSI•FFIIC TION SOIL DESCRIPTION DRAINAGE FROST HEAVE CCHHANGE =) 2 0 2 0 FIRE CODE O F NEW YORK STATE pp 9 / gyp / P P P SYMBOL CHARACTERISTICS POTENTIAL EXPANSION ( 1 R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch woad structural anels. 13316.4 Thermal barrier. Unless otherwise allowed in Section 13316.5, foam lastic shall be se orated from O �� `J 2020 M EC HAN I CAL C 0 D E 0 F NEW YORK STATE g y pp gyp Gw WELL GRADED GRAVELS. GRAVEL SAND MIXTURES, D � ) 0- the interior of a buildin b an a roved thermal barrier of not less than inch sum wallboard. LITTLE oR No FINES coop Low Low Z ^�./ 2020 PLUMBING CODE 0 F NEW YORK STATE R302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GR EL OR FGRAVEL SAND MIXTURES, GOOD Low Low _O W � 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. -1 � O rn GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, l•_ `!! = rn � 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FINES GOOD LOW Law (� 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 - 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 � o N . 13316.5.11 Sill lates and headers. Foam lastic shall be ermitted to be s ro a lied to sill lates and headers or installed in the erimeter oist s ace without the GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW I"" ca . RESIDENTIAL PROVISI N P P P P Y PP P p ; p Section 13303 thermal barrier specified in Section 13316.4 subject to all of the following: sM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z i t 3 a Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3v inch. GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low Q W e SECTION R101 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U o M GENERAL Exceptions: 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in accordance ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, ❑ = M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is with ASTM E 84 or UL 723. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low V 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. GRouP 2 SLIGHT PLASTICITY W 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 on Section R317 Protection of Wood and Wood-Based Products Against Decay CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, 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. GRAVELLY cIAYS, sANCLA Ys, SILTY cLAYs, LEAN MEDIUM MEDIUM TODLOW i 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 R202 Definitions: or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that fasteners and service openings. Section 13305 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 lacement. Backfill shall n P of be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in has been sufficiently braced to prevent damage b the back fill where the unbalanced hei ht of fill exceeds Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8' in bathrooms, toilet rooms & laundry rooms. contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated Section R405 Foundation Drains e 9 4 feet. Z - fasteners shall be in c 9 O 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: a cordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material requirements of ASTM F 1667. 13405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or usable r:._:.-s located below rade. Drains a tiles, ravel or crushed stone drains, perforated pipe or other approved systems or materials shall be H speed Vult is 130 mph or greater. in A shower in tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be legible and placed in a position installed at or below the top of footing or below the bottom of the slab and shall dischar e b ravit or mechani U inches by 30 inches at the showerhead. 9 P PP g y g y cal means into an approved � R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the limitations of this code 3. Beams, girders, ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall drainage.system. and the limitations therein. Where engineered design is used in conjunction with these standards, the design shall comply with the Building Code, finished floor. 9 P P P 1 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 re uired where the foundation is installed on well drained r � q g ound or sand gravel mixture with soils according 0 1. AWC Wood Frame Construction Manual (WFCM). (2015 EDITION) R308.4 Hazardous locations. The locations specified in Sections R308.4.1 throw h R308.4.7 shall be considered to be s ecific hazardous locations for the a not less than se. 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 13405.1. 9 P emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or Z purposes of glazing. other sign or means shall be used to identify the structure. Address identification shall be maintained. O R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where Section R406 Foundation Waterproofing and Dampproofing 0 conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only the bottom exposed edge of the glazing is less than 60 inches above the floor. R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior fY Section 13321 Elevators and Platform Lifts demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. spaces and floors below rade shall be don roofed from the hi her of a the to of th 9 PP g ( ) p e footing or (b) 6 inches below the top of the basement O system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 inches of the hinge side of R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME A17.1/CSA floor to the finished grade using a bituminous coating. LI._ Ln sco a of this code. 844. F- P an in-swin in door. 99 Re 321.2 Pla M R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the lazin Is less than 36 inches above the lane of the adjacent fform Lifts. Where provided, platform lifts shall comply with ASME A18.1. R406.3.3 Porous FlII. The s ace between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of h Z ` , J 9 1 P 9 P 9 9 9 P 1 P P P g t o backfill) Z R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoidin infiltration of fine soils. �) rn speed in Table R301.2(2) as determined from Figure R301.2(5)B. Exceptions: Section R322 Flood Resistant Construction The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. 9 ❑ �) "' 1. Glazing adjacent to walking surface and rail is installed 34"-38" above landing. R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table �..� R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile test of ASTM E1996 & 2. Glazin 36 inches or more measured horizontal) from the walkin surf ce. R301.2(1), and substantial improvement and repair of substantial damage of buildings and structures in floor hazard areas, shall be designed and R408.1 Ventilation. Crawls ace vents: Provide 1 s.f. of ventin er 150 s.f. of floor are 9 y g a P g p a unless ground surface is covered by a class one vapor retarder w ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or ANSI/DASMA 115. constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard area shall material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified foundation. Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for opening protection. Panels Section R310 Emergency Escape and Rescue Openings floodways shall be designed and constructed in accordance with ASCE 24. 13408.4 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 AND RESCUE OPENING PER SECTION 13310. (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. Subfloorin shall be wood �� TABLE R301.2 1 R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. or structure in violation of this section. g ( ) structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing 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 13502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. O GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R322.3. R502.6 The ends of each oist, beam or irder shall have not less than 1 1 w FLOOD 13310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches 1 � 9 /2 inches of bearing on wood or metal and not less than 3 inches of bearing SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual TERMITE DECAY HAZARDS above the floor; where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbin a liances and lumbin fixtures duct on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4' ribbon strip and shall be nailed to adjacent stud. (- LOAD m h Effects CATEGORY WEATHERING TEMP REQUIRED Index Tem 9 PP P 9 � 1 W ( P ) Wind bourne DEPTH P R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 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 b full de th solid blockin orb attachment to band or rim joist Y P 9 Y 1 to Region Debris inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. 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 corn osite lumber, structural lue-laminated members zone buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wirin ems are ermitted to be located P 9 F 13310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with 9 � P cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these r ^ 20 140 NO (B) SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. drawings. m V i) TO HEAVY MODERATE Degrees from the wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration R502.11.1 Wood Truss Design. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be r of flood waters into the system in accordance with the plumbing provisions of this code. 9 PP 9 9 P p epared by a registered truss design ❑ w 13310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required by Section 13405.1 professional where required by the statues of the jurisdiction in which the project is to be constructed. O or by an approved alternative method. 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 R301.2.1.4 Exposure category. Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings with the United Soil Classification System, Group I soils, as detailed in Table R405.1. R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Section 13506 Concrete Floors (On Ground) z design flood elevation shall: R506.1 Concrete slab on grades to be min 3-1/2 inches thick. r , or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 13311.6 Hallways: min. 36" clear width. 13506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace sla ssin V 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 1. Be used solely for parking of vehicles, building access or storage. g Pa g a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. C.0 600 feet from the partially obstructed area. Includes flat open country and grassland. 13311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all aints above the ermitted handrail hei ht and below the re uired headroom 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: � P P 9 q Exception: A base course is not required where the concrete slab is installed on well-drained or sand- ravel mixture soils classified as Grou 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area 9 P 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 according to the United Soil Classification System in accordance with Table 13405.1. Q 13506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between ~ eet rom the unobstructed area. handrail is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Instas mea ur d ninthe exterior of t enclosed a aslishall have openings installed such that: < R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or retarder is not re uir 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 fli ht of stairs shall not have a vertical rise larder than 151 inches 12.58' betty I 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the desi n P P 9 P q ed for Garages, H 9 ( ) een f oar levels or landings. 9 utility buildings and other unheated accessory structures. U bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 flood elevation, each area shall have openings. Z 13311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. W provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. immediately under each opening. Section R602 Wood Wall Framing 2 resist wind loads shall be in arcordance with the Building Code. 13311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 �� inches shall be provided an stairways with solid risers. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re uirement R602.3 Design and constn:�;:on. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing Z) P 9 P 9 q sof this shall be fastened di-"ct to framin members and shall confirm to the re ( ) U 13311.7.8 Handrails shall be rovided on not less than one side of each fli ht of stairs with four or more risers. section. y 9 quirements of Table 13602.3 3. � 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 bracin , is elevated to or above the base 9 TABLE 13602.3 1 FASTENING SCHEDULE installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 13311.7.10.1 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. ( ) accordance with Section 13302.4. - - - radius is not greater than 2q inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas 1. Where a fire sprinkler system in accordance with Section 'P2904 is provided, the common wall shall be not less than a 1 hour fire resistance rated wall and Coastal A Zones shall be supported on pilings or columns. DISCRETION FASTENING (a,b,c,d) ) rise shall not be more than inches. Headroom shall not be less than 6 feet 6 inches. assembly tested in accordance with ASTM E 119 or UL 263. -- 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 1. BLOCKING BETWEEN Ju'•'a OR RAFTERS TO TOP PLATE THREE 8D COMMON. assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units Section 13325 Mezzanines TOE NAIL R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall corn I with section R325.6 2• CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: PY 3. CEILING JOISTS NOT ATTCHED TO RAFTER , LAPS THREE 16D COMMON TABLE R302.1(1) Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which ( ) FACE NAIL they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is OVER PARTITIONS r- r r_ r, r EXTERIOR WALLS horizontal (12.5 percent). located. - - - � � - N R 312.1 Guardrails: Porches balconies, and stair landings 30' above floor or grade to be installed with 36" high railings, balusters not to allow passage of a 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 MINIMUM MINIMUM FIRE ( ) FACE NAIL ¢ ry N N co h `r° '' ori EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE sphere 4 inches or more in diameter. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 13311. 5. COLLAR TIE TO RAFTERS o � �i �i ri r, c>; `" R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, columns THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R 312.2.1 W ndow sills. In dwelling units, where the top of the sill of on operable window opening is located less than 24 inches above the finished floor and WALLS reater than 72 inches above the finished and posts. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HOURS 25 feet 9 grade or the other surface below on the exterior of the building, the operable window shall comply with one Exce Mons: of the following: P 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >2 feet to <5 feet 1. 0 erable windows with o enin that will not allow a 4 inch diameter s here to ass throw h the o enin where the o enin Is in its lar est o ened 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the RAFTERS TWO 16D COMMON. END NAIL TABLE 13302.1(2) i P 9 P P 9 P 9 P 9 9 P enclosed space is not greater than 10 percent of the mezzanine area. position. 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with g, STUD TO STUD AT BRACED WA MINIMUM MINIMUM FIRE Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ( LL PANEL) 16D COMMON AT 16"O.C. FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 13312.2.2. m EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL Z z R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or g 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 y y g P P g g P 9 P Y ay 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL co a g WALLS P 9 Y P P 9 cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cl or silt or have 66 z cn co m a NOT FIRE-RESISTANCE RATED o HOURS 3 feet the area required by Section R310.2.1. any inorganic material or fill. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL o 0 0 0 O O z H w TABLE R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON � m co ¢ co ua g f- R302.2.3 Continui . The fire-resistance-rated wall or assembl se aratin townhouses shall be continuous from the foundation to the underside of the roof sheathin , Section R313 Automatic Fire Sprinkler Systems FACE NAIL 5 W 5 n tY Y P 9 9 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment ON EACH SIDE OF END JOINT (24'MIN LAP SPICE Cu LU w a � 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) w W Ch a6 U assessor structures. automatic sprinkler system. 13313.1.1 Desi n 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 13302.2.4 Parapets for townhouses. g and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 ( ) 16D AT 16"O.C. FACE NAIL � 1. The parapet shall extend not less than 30 inches above the roof surfaces. or NFPA 13D. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL N Exce tion: A aro et is not re uired in the recedin two cases where the roof coverin corn 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 a ui ed 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, P P P q P 9 9 P 9 q PP 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. � throw hout with an automatic s rinkler s stem. isolated plain concrete footings supporting columns or pedestals are permitted. END NAIL 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 9 P� Y N 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 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed 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 Y inch diameter FOUR 8D COMMON. TOE NAIL anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL than nominal 2 inch {51 mm) ledgers attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or the width of the plate. A nut and washer shall be ti htened on each anchor bolt. There shall be a minimum of two bolts r I walls and any openings or penetrations in the roof are not within 4 feet of the common walls. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the " 9 pe p ate section and 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL 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. H 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0 C / TOE NAIL W W lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER rating. The wall shall be rated for exposure from both sides. exterior balconies and decks that are constructed of open wood joist construction. 28. 2X LEDGER W R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL 0 Exce tions: TABLE 13404.1.2(1) 31. WOOD STRUCTURAL PANELS: SUBFLOOR, " O } P Section R314 Smoke Alarms Minimum Horizontal Reinforcement for Concrete Basement Walls 6D COMMON (WALL) 6 o/c at edges and m ROOF, AND WALL SHEATHNG TO FRAMING J 1. Foundations supporting exterior walls or common walls. 13314.1 General. Smoke alarms shall comply with NFPA 72 and Section 13314. 8D COMMON (ROOF) 12"o/c at interior W Z w 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 MAXIMUM UNSUPPORTED 8D COMMON (SUBFLOOR) supports (see note f) HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT U 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 (� W w Iii fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Building Code. Fire-resistance-rated floor/ceiling and R314.3 Location. Smoke alarms shall be installed in the following locations. a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 0 � = Q U p wall assemblies shall extend to and be ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof � ONE N0. 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 P 9 AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. C9 9 9 n eat see In room. sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically � 4 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 ,.loll be spaced 6 inches on center for a minimum of 48 inch distance from rfidges, eaves and gable end W n to fire-resistance rating of '� 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 v 13. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies alarm in a location required by Section R314.3. shall have an equal or greater fire-resistance rating. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. �T � 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-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a ermanentl installed MINIMUM VERTICAL REINFORCEMENT BAR W from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing device. cooking appliance. P Y SIZE AND SPACING (INCHES) R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one )floor plus roof/ceiling assembly. 2x6 � � o` wall studs c� 13302.5.2 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 3. Photoelectric smoke alarm II MAXIMUM UNSUPPORTED MAXIMUM UNB DESIGN LATERAL SOI at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof ceilin assembl . Exce tions: F= s Sha not be installed less than 6 feet 1828 mm horizontal) from a ermanentl Installed cookin a )Tante. ALANCE L PRESSURE OF / 9 Y P ca No. 26 gage sheet steel or other approved material and shall not have openings into the garage. { ) Y P y 9 PP WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH Where designed by in a�:ordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 m h, c7 m 4. R 314.4 Interconnection. Where more than one smoke alarm is re uired to be installed within an individual dwellin unit in accordance with P z 13302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table 13302.6. Openings in garage walls shall comply with Section 13302.5. q 9 (FEET) (FEET) Do not backfill with any soil containing silt or tray. 2X6 �2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maxirmum wall hei ht of 18 feet Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the s aced at 16 inches on center and 20 feet where s 9 when J Attachment of gypsum board shall comply with Table 13702.3.5. The wall separation provisions of Table 13302.6 shall not apply to garage walls that are WALL THICKNESS (INCHES) P paced at 12 inches on center. o individual dwelling unit. Z U perpendicular to the adjacent dwelling unit wall. 8 to 12 13602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing (' p m TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable areas. Garage ceiling: 5/8 8 7 NR NR NR partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates need not occur over studs. Plates shall be not less - Section R315 Carbon Monoxide Alarms than 2 inches nominal thickness and have a width not less than the width of the studs. W "" Vic,C E EQq type X gypsum board 9 8 5 0 41 NR NR 13302.9 Flame Spread & Smoke Density Index. 13309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. 1330.9.2: Wall & Ceiling R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 10 s s o 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). Matching & bored hole limitations for 0 �G O� RT RC' finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM E84 or UL 723. exterior walls and bearinr walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate (.) ��\4 _cls y�j� 13302.11 Fire blocking shall be provided in wood-framed construction in the following locations: NR denotes no reinforcing required. 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•_- z} 1 F# �'� 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: each side. Follow manufacturers specifications for engineered products. (figure 13602.6.1) Q ; ; �s z Locate vertical bars 1Y clear from inside face of walls. The center of bars shall not vary from this by more than % inch. W r,v 1.1 Vertically at the ceiling and floor levels. 1.2 Horizontally at intervals not exceeding 10 feet. U) ' s� 2. At interconnections between concealed vertical and hori2ontal spaces such as occur at soffits, drop ceilings and cove ceilings. U `A II=rte ' 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. U) 2 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 ❑ OF 3810 O�� products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. NEW 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. .................... ."' ................ R302.11.1 Areblocking materials. Except as provided in Section R3021, Item 4, fireblocking shall consist of the B NUMBER following materials. • 1. Two-inch nominal lumber. 2 016 0 2 3 2. Two thicknesses of 1" nominal lumber with broken lap joints. L.IW 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1 Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. NIT 4 1 UNIT 4 2 2 5. One half inch gypsum board. [L 6. One quarter inch cement based mil r gla. O D EL B 1 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. ( ) MODEL B 2 � ( ) W W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN � 4) 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 W c , slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. methods: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 1""1 E ULTIMATE DESIGN CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 0 MINIMUM NAIL PANEL NAIL The protective 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 (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 an approved elastomeric material. 6" DIA. U ai MINIMUM MINIMUM MAXIMUM WALL REFLECTIVE RED 3 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 O `�� WOOD NOMINAL PANEL STUD SPACING Y PP 9• U 'Ei SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 D a� EDGES FIELD CATEGORY TABLE N 1102.1.2 (R402.1.2) C,.,J (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. Z = = RATING (INCHES O.C.) (INCHES O.C.) Insulation and fenestration Requirements by Component B C D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O d) o rn 2 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. V ~ '� ) V M ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE PP () *_0 Co 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 EFLECTIVE � 1� U .>N r R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top R-VALUE index of 450 or less when tested in accordance with ASTM E84 or UL723. Z WHITE W ;iU �N 4 EXCEPT 0.32 0.55 0.40 49 20 OR 13+5h 8 13 19 10 13 10,2 ft 10 13 story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering MARINE / / / " `D--Z- practice. Section T101 Scope 1 4" Z ` t 5 C rn 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 of/ceiling assembly does T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1 2" / O w M ( ) 9 P q g / 9 Y / R802.11 Rafter or truss uplift force. not allow sufficient space for the required insulation, the minimum required R-value for such roof/ceiling assemblies shall be R-30. The insulation shall TRUSS IDENTIFICATION SIGN STROKE U = uU•2 2 0 For rafters at 16"o/c in 130mph wind speed. Roof pitch > 512 Exposure B extend over the top of the wall plate to the outer edge of plate without compression. The reduction of insulation from the requirements of Section Section T102 Genera! Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ M U Span (ft) 12 18 24 28 32 36 42 48 N1102.1.2 shall be limited to 500 sf (46 ms) 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 EXISTMCE OF TRUSS CONSTRUCION SHALL CONSISTS OF A CIRCLE 6'IN Cl) 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 WHITE IN W m Increase x1.09 for pitch < 512. 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 IN COLOR,CONFORMING TO PANTONE P4 CD 2 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)1187. o. 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. SI:C11ON 1265.4.SIGN OR 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 EXIEPoOR OF THE RESIDENTIAL STRUCTURE PROVIDED HOWEVER THAT: IS AFFIXING THE SIGN OR R702.4 Ceramic Tile. SYMBOL N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with BOL TO THE ELECTRICAL BOX WOULD OBSCURE AN 14 R702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, Y METER ON THE ELECTRIC BOX,ORF THE UTILITY below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet PROVIDING ELECTRICAL SERVICE 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 TABLE R702.4.2 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting of access or set back areas as required by the International Fre Cade. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR M THE ISSUANCE XF A CERTIFICATE Z Backer Board Materials OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE O TABLE N1102.4.1.1 R402.4.1.1 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. I_, MATERIAL STANDARD ( ) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar WOOD ROOF TRUSS SPECIFICATIONS: U 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. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. MQM 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. M BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. At least one installed at Z 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: TABLE R703.8.1 CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY the front and back of dwelling units. D (EQUATION 16-8) O GAPS IN THE AIR BARRIER SEALED. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet D + L (EQUATION 16-9) U Allowable Spans for steel lintels supporting masonry veneer ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL is required for each car space in a garage. WBE SEALED. D + S (EQUATION 16-10) O 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. ( ) LL Ln 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) I.._. L3x3x1/4 8'-0" 4'-8' 3'-0' KNEE WALLS SHALL BE SEALED. L4x3xt/4 8'-0' 5'-O' 4'-6' WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF Z ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. ❑ � c) LSx3.5x5/16 10'-0" 8'-0' 8'-0" DOORS SEALED. ( ) DESIGN LOADS: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER TABLE R301.7 SIGNED TO SUPPORT THE FOLLOWING L8x3.5x1/4 14'-0' s'-8' 7'-0" THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL =20SPSF SPI US UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, 771 FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION a. Long leg of the angle shall be placed in a vertical position. GARAGE AND CANTILEVERED THE FOLLOWING LIVE LOADS: ALLOWABLE BOLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. r FLOORS) ROOF: STRUCTURAL MEMBER DEFLECTION C"�'1 c. Minimum bearing to be 6". SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 SPACE SHALL BE SEALED. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. (FOR SOAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/1 80 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) 3:12 With no finished ceiling attached FOLLOWING INFORMATION: (-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 t0 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. w EXTERIOR WALL FROM THE SHOWERS AND TUBS. UNINHABI ABLE ATTIC W/O STORAGE: 10 PSF 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. r T , stud walls in accordance with Section R703.4. Floors and ceilings w/ brittle finish L/360 4.2. TOP CHORD DEAD LOAD. W w R703.8.2.2. Support by roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall ELECTRICAL PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABI ABLE ATTIC WITH STORAGE: 20 PSF P Y P 9 1 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. 0 anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Exterior walls with plaster or stucco finish L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. anchored by the use of two 10d nails 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)A4.6. . CONTROLLING WIND LOADSm 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 andV J shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. EXPOSUR= CATEGORY: B FROM R301.2.1.4 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. ❑ 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 e 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 44 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 P !� housing and the interior wall or ceiling covering. LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. J fastener = 8d common roil. Airspace= Nominal 1" between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and R301.2.2) Lintels sU ortin mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. r shall be spaced not more than 32' on center horizontally and 24 inches on center vertically. C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings PP 9 l"Y / (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL:- 2,000PSF Per TABLE 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 111� R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., R401.4.1 Includes soil classes: GW, GP, SW, SP, SM, SC, 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. r including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. GM, and GC. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. U R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Section N1103 (R403) 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. &j inch in diameter. immediate shall be located Weepholes above the flashing. Systems NOTE: Sails with clay or clay and silt will require a redesign P ry g of building footings. WOOD FLOOR TRUSS SPECIFICATIONS: I- 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. 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 p perpendicular p ABBREVIATIONS F- Exception: Walls a endicular to the line used to determine the fire separation distance. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: �' 1 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 55'F (ITC) or up to 85'F(29'C). The thermostat shall A B D (EQUATION 16-8) Z U ANCHOR BOLT D + L EQUATION 16-9 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 70'F (21'C) and a cooling temperature set point no lower D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE ( ) W ABOVE FINISH FLOOR FDTL DETAIL LT. LIGHT R.O. F. . ROUGH OPENING R802.1.5.4 Labeling each piece of Fre-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. than 78'F (26'C). A. j ADJ. ADJACENT ADJUSTABLE D = DEAD LOAD, L = LIVE LOAD, R802.4.2 Framingdetails. Rafters shall be framed not more than 1 X inches 38 mm offset from each other to ride board or direct) opposite from each other N1103.2 R403.2 Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two a heating stems shall EA. EACH LVR• LOUVER R RISER ( ) g y pp ( ) P PPY 9 9 PP 9 sY A.F.T. ABOVE FINISH TREAD E.J. EXPANSION JOINT L.T. LAUNDRY TUB RNID ROUND U with a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. ALUM. ALUMINUM FLOOR 1RUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O ELEC. ELECTRICAL TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. (N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT 0 Hi and valley rafters shall be supported at the ridge b a brace to a bearing partition or be designed to car and distribute the specific load at that ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC P Y PP 9 Y 9 Pa 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 EQ. EQUAL TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a ARCH. ARCHITECTURAL EQUIP EQUIPMENT MAX. MAXIMUM SHLF SHELF / joists, such as ridge beams, hips and valleys, shall be designed as beams. minimum of R-6 where 3 inches 76.2 mm in diameter or greater and R-4.2 where less than 3 inches 76.2 mm In diameter. ® AT MOO MEDIUM DENSITY OVERLAY SHT. SHEET TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder designed in accordance withException: ( ) g ( ) EXP. EXPANSION j P 9 Y PPo Y 9 9 Ducts or onions thereof located completely inside the building thermal envelope. MECH. MECHANICAL SIM. SIMILAR FOLLOWING INFORMATION: P P Y g P BD. BOARD Ems• EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL accepted engineering practices. 1. DEPTH, SPAN, AND SPACING. R802.7.2 Engineered wood products. Cuts notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and finer 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. g P P g timber members or I-joists are prohibited except where permitted by the manufacturerExceptions: BM BEAM M.O. MASONRY OPENING STRUCT. STRUCTURAL 3. REQUIRED BEARING WIDTHS.s recommendations or where the effects of such alterations are 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BTM BOTTOM MTL. METAL SUSPENSION 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. specifically considered. � P Y P P PP J F/C FLOOR COVERING CHANGE SUSP. 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 SGD SLIDING GLASS DOOR 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 9 P ( ). Y q F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 4.3. BOTTOM CHORD LIVE LOAD. blocking, diagonal bdd in wood or metal or a continuous 1 inch b 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. BRG. BEARING FDN. FOUNDATION NTS NOT TO SCALE SQ. SQUARE 4.4. BOTTOM CHORD DEAD LOAD. , r_ � r r. I g g g g ( ) y P g J g BRK BRICK ( ) 8 feet. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. FUR. FLOOR TB TOWEL BAR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. W ( ) y piping ( ry) system piping P g ( ) ( ) BSMT BASEMENT FP FIREPLACE T & G TONGUE AND GROVE 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. Q N N N ri Fra N ,rj R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header N1103.4 R403.4 Mechanical systeminsulation Mandato Mechanical stemcapable of carrying fluids above 105TF 41'C or below 55'F 13'C shall r CENTER LINE D.C. ON CENTER be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficiency rating Mandato Heating and cooling equipment shall be sized in F. FIRE RATED TGS TOP OF GRADE SLAB 6. EACH REACTION FORCE AND DIRECTION. O `� `� " " `O joist spans of 6'-0" and greater. ( ) 9 cY 9 ( ry)• 9 9C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR P g accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J 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, blacking, bridging, and insulation shall not block the free flow of air. Not less 9 C.J. CONTROL JOINT FT. FOOT / FEET OPNG. OPENING n.P TYPICAL LOCATED RELATIVE TO THE JOINT INTERFACE USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. or other approved heating and cooling calculation methodologies. COL. COLUMN OPT. OPTIONAL than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. FTG FOOTING 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 TR TOWEL ROD 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY To PLY, AND FIELD SPLICES. Section R807 Attic Access Code (as amended), the 2015 International Residential Cade (as amended), or the New York City Construction Codes, as applicable, or with other approved COND. CONDITION GA. GAUGE OZ. OUNCE TRPL TRIPLE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. CONT. CONTINUOUS GALV. GALVANIZED 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. 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 1/R ONE ROD inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling G.C. GENERAL CONTRACTOR 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. CONST. CONSTRUCTION 1/g ONE SHELF U.N.O. UNLESS NOTED OTHERWISE z � Section N1104 (R404) Electrical Power and Lighting Systems CTSK. COUNTERSUNK GEN. GENERAL PC framing members to the underside of the roof framing members. GYP. GYPSUM POURED CONCRETE * DRAFTSTOPPING, IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE g z ( ) g g equipment (Mandatory). P y g g y C.O. CASED OPENING VERT. VERTICAL W a S The Fou h-framed o enin shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 Lighting and a ui ment Mandato Not less than 90 percent of the permanently Installed lighting fixtures shall contain on PBD. PARTICLE BOARD VERIFY IN FIELD INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 9 P 9 Y ( Y ) Y Y G.L. GLUE LAM Tri z Z CO) o. accessible location. Where located in a wall, the opening shall be not less than 22 inches wide b 30 inches high 559 mm wide b 762 mm high). hi high-efficacy lamps. CANT. CANTILEVER PL. PLATE V.I.F. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A OILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE z z z O z z N it P 9 Y 9 ( Y9 cY P HGT. HEIGHT W WASHER FOLLOWING CIRCUMSTANCES: _ _ _ _ Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the C.T. CERAMIC TILE PNL. PANEL O O 0) E- O O z F w CLG. CEILING HDWR. HARDWARE W/ WITH FLOOR FRAMING S CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORaTED MEMBERS N j a. access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is Section M1305 Appliance Access C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD WD. WOOD MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � Z w •W.I w w a 5 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 IX Of X w BE a_ 06 06 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 p DRYER 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 HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW `O PENNY PSI POUNDS PER SQ. IN. TYPICAL ROOF & FLOOR TRUSS NOTES: N R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in service an appliance. HB HOSE BIB jurisdictions designated b 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 DOUBLE PSF POUNDS PER SQ.FT. � g y q g g ( ) PP 9 PP P P 9 P 9 Y 9 9 DIA. DIAMETER I.D. INSIDE DIAMETER P.T. PRESSURE TREATED # TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured INGR. IN GROUND COMPLY WITH ANSI 11. 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 DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN 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 FI[ING JOINTS. R FIXTURES DURING ASSEMBLY TO as reuirin 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 g g ( ) g 9 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 CA 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 PROVIDE Z 44 R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4" 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and KSI KIPS PER SQUARE INCH LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR LLJ typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 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 IL CDU 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 • 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 R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates that BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W 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 slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double P P 9 ( ) 9 v Fii underla menta application is required in accordance with Section R905.1.1. framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing memberGRAPHIC W F- Y pP q and extend not less than 4 inches 51 mm above the bottom framing member and not less than 4 inches 51 mm below the to framing member. I U p R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 ( ) 9 ( ) P 9 LS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 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. Z penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is the vent terminal. Door stops or closures shall not be installed to obtain this clearance. - All applicable state & local codes, ordinances and regulations if any. STRUCTURAL CALC. REFERENCE C0 4 - In areas where the drawings do not address h less than '/. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any �(�( I-- g methodology, the contractor shall be bound to perform strict W9 II R 905.2.8.3 lessSidet ll flashing. Base flashing against a vertical sidewall shall through 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 manufacturer's specifications and / or recommendations. W 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 v - 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 ❑ 7 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 r�-I 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. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be termination clearance. x p g p 9 # DOOR � HARDWARE TYPE - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w v 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 o: XX XX - The general notes and typical details a 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 g apply g � overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than �A 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 0 00 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 \11 PARTITION TYPE contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper z c0 ��// adjustment before proceeding with the work. ; W 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 manufacturers instructions. Dryer exhaust systems shall be independent of all Z 9 ,I - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their U over the drip edge along eaves and under the drip edge along rake edges. other systems and shall convey the moisture and any products of combustion to the outside of the building. 0 o o co R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust construction shall be of the same character as for similar conditions that are shown or noted elsewhere on and 4 of this code. duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. the construction document set. W �E "' 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 W ,G\SRo R R q�� than 3 feet above the highest point where the chimney passes through the roof. with manufacturers and suppliers recommended installation procedures. � c y Section P2607 Waterproofing of Openings �� z. y - The architect has not been retained to perform framing inspections and or field inspection. The architect :O ,I -• � � 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 g P / P -, + 'PG m Section R1004 Factory-Built Fireplaces in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing m C� R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. P P pipe peCt r"` z 9 Factory internal cross-sectional area of the vent I e to less than the internal cross-sectional area of one I e size smaller. with res to the construction documents. '. built fireplaces shall be tested in accordance with UL 127. R 10004.5 basketed fireplace doors. t Basketed fireplace door shall not be installed on a factory built fireplace except where the fireplace PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATIONS"), 8 NYCRR 69.5, ENTITLED ti" E "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A `' .,kj� system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. o is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. 810 `lC0��- EW Energy Efficiency N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulotion. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or OB 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 2 0 1 6 0 2 3 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 z (MODEL B- 1 ) (MODEL B- 2 ) r�," 2z W I I I I I 01 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, ^ , 66--W X GONNEGT KING 5TUV5 TO TOP PLATE Z C5-w X 24'MM OF OPPp,N5�5 ROOF FRAMING OVER TOWRAP P OF TOP PLATE AND NAI/4'X22 GA.6ALV.GOIL LL RAP 2x4 OR 2x6 o ATTACH r0 EACH PAR ,v OF OPPO"�5 2x AC-0 LEDGER W/2-3/8"x5" LAG, DBL TOP PLATE IG,OL. STUDS fff--""••• m Rg7F KILTER POUT� BOLTS 0 I6"Or, INTO STUDS Sts✓ PIAN 2X BLOCKING V 51MP50N STRONG-TIE 0 �? o A35® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR SIM,"STRONG 6MPS NI STR" _ _ CEILING J015T OR W S ,gEND am f � W L_ o SINIPSON STRONG-TE HI2 8D NAILS rn -TE W TE tib • TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR a EA. ~ 4 b SIMPSON STRONG-TIE (� •4--' � � � NP. 8d NAILS NP. RPM STRAPS Stall DE A1TAGtfD TO FJ1GIi PAR GF OPP05N6 Rte. ALTERNATE TO RIDGE STRAP a RAFTER To STUD AND KIN65 • (� '=N H.. ® EVERY RR :RDE 6TRAP5 ARE NOr REIN MEN GAlaR Tf5 M PROVIDE 2X4 COLLAR TIE AT (WREN ALIGNED) � t+ �N} FOR 115E Wfl15TUD5 AND USE IN GOMHINATiON OFLY W�1 STUDS AND NGIvINAL Vi OR 2X4 til , LOGAT®M THE LPP�TURD GF TIE UPPER THIRD OF THE ATTIC SPADE �RAFTEZ� NST AL16N ATT1G SPADE MD ATTKM TO MH PAR GF RWM W/4Vd NALS W/4-I0d AT EACH RAFTER) 65-22 STRAP AT IZAFTEFZS AWNEACH STUD,5EE Z (� ed Tri L5U26 FOR 2x6 DETAIL 4 O ` &�'n M L.5U28 FOR 2x8,2x10,OR 2x12 "� U Q W c M m FRAMED 6 ❑ V m N to ao wl OR "' -- 'RID OE STRAP DETAIL / �RI DO E STRAP DETAIL 2x4 OR 2xb °R DOOR SIM5 a STRY C.J E " (FOR CATH.CL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) Lt128® EVERY GJ STUDS® ib O.G. NO SPECIAL FT (� a 2x AGQ LEDGER.W/3/6'x5" LAG, CONNEGTOR5 RE FT 2 N.TS. LIGATE AT // `� N.TS. LOCATE AT EVERY RAFTER BOLT® 16"OG INTO STUDS IN THI5 AREA ~ SM"SM STRONS sM'5M STRONG STRAPPING TO BE 1-1/4"X 22 6A. TE LTs TE Hb / 6ALV.,SEE DETAIL 4/01.ALL STRAPPING TEt�OR 110 I OUT"ttlN�6 is Imo.� F AFPI ID / srim GABLE END WALL TO 13FAR A MIN.of 10"ON FRAMING. BD NAILSTYP. // PORCH GOOF DETAIL AT ATTIC FOR USE Will 5TUD5 AIV USE IN COMt31NAT10N ONLY WHEN STUDS AND �,� I NO DETA I LZ �-�j AL16N W FTEZS DO NOT AL16N q��TRAPP N T5. ODi-T 5. STRAPPING TO RUN ONTO RIM J015T,SEE O DETAIL q/DI(ONE STORY)OR ONTO STUD AT WALL BELOW(TWO 5TORY) ROOF RAFTER HURRI DANE TIESCIO N.TS. LOCATED AT EVERY ROOF RAFTER \ Z \ ATT I G o • 5T7-RAPP I NO DETAIL t SM�oN Posy GAP c ,?5,4 12 FOR FRAME GONNEGTI ON5 0 USE W43-4 AT ENDS M D! N.T.S. Ln Z� M5TG4t3D5 2ND FLOOR /� � M 2x PROVIDE 3"X3,(6"X3"WASHER PLATE AT ALL ANCHOR BOLT5 KINGS ACE RAILS TO FROM ❑ M5re-em SECURED BY WOOD SILL PLATES. J GOLUMN P05T TOP ANGHOR FRE_-W 51MP50N PA13 OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF �1 5TRM START NAILS THREADED ROD W/WASHER PLATE. kTD LBJ6TH N.TS. LOCATE AT EVERY COLLIMW&RIPM CONNWTTON H/2'LP FROM PROVIDE 3'X6'Xo36'6ALV.STEEL PLATE IN (4)NNS MR IN 12`MK EW a STIR 6-60 NAILS AT CORNERS AND INTER.5EGTIN5 R"LENGTH(il'P) I- NILS i l I '&ALV.STEEL PLATE IN T ��NNS 12-80 NAILS ATATBUTT JOINTS IN STRAI6W 51MPSON L5TA12 STRAP W/ CLEAR SPM! I I I � WALLS WHERE THERE SINGLE PLATE OR HEADER 5-IOD NAILS EACH END AT cur LEWOTH \ / 24'MINIMUM LAP SPLICE 2X6 KING IF TO NAN)� EACH JACK STUD AGE ONE AT SPANS UP TO b FEET NNS TWO FOR SPANS 6 TO 12 FEET O FROVDf MN B�D 2 1/8 5/8"P A301 ROD THREADED b"BOTH ENDS. THRff FOR SPANI512 TO Ib FEET 2X6 JACK 511105 NAND: � � RAE-DENT 3/4"AND I"ROD AT SIMPSON STEEL STRONG WALL,SEE PLANS 12-160 MIN.NAILS ONE AT 5PAN5<V DISTANIGE GF 1/8 p BOTTOM AT ALL SPLICES TWO AT 5PAN5 FROM b'TO 12' W w LIT NBJbTH 15T FL001� NAILS THREE AT SPANS>12' SIMP50N POST BASE N51 2"X3/b"X3"WASHER PL W/NUT EACH SIDE UNLESS NOTED OTHERWISE ON PLAN Q (4)NNS MtJ.N 65-22 COIL STRAP I ABu44 OR ABU66,SEE PLAN UPPER STORY SHEAR (/� ft'LENGTH(TYP) WALL TO 61IRDER EXTERIOR ❑ FLOOR TO FLOOR TIES I - - -- BELOW GONNEGTION ALTERNATE ANGHC�iZ BOLT DETAIL ® X � ��-�- W Q At l FOR 5ET BACK WALLS HDU HOLD-DOWNS AND ST�RONO MILL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION 4 N.TS. LOCATED AT EVERY STUD I \ In'0 HooKH�ANCHOR BOLT W/1' � 2 - V \ O D T O MINIMUM a•®mMENT OR EXPAN51ON I N.TS. I i 1✓ 1" N.T.S. NOTE: I \ BOLT YU 5'MINIMUM EMBEDMENT N.T.S. N.TS. COL STRAPS LIM 95 MW PROVIDE:5d G06MGN(0A x 25'LONG)NNS. COL STRAPS M StEATHINS PROVIDE:IOd CM9 N(0151 x!LONG)94-5 I \\ I \\ 6 COLUMN P05T BOTTOM ANGHOR ALLOWABLE HOLES - \ N.T5. LOCATE AT EVERY COLA W&IRDEZ GONNEGTION �•RAIrm A " To MAT V&VY JIM SD NAIL Nab 0/6 AT ALL PANEL EDGES 160 NAIL® 24"0/6 F U \ �w`►M s TOE►w� HIP RAFTER IGD NAIL®24"OlG }(i,"OSB OR PLYWOOD LVL Headers and Beams W 51MP50N HGP HIP SEE PLAN SHEATHING Microllam® LVL ROHM CORNER TIE INTERIOR 1.3E Tie erStrando and Parallam®PSL 2 x diameter of the NOTE.WHERE 24'WIDE MINIMUM FULL W16HT (4)NNS MIN N 13 depth WALL RETURN 15 PROVIDED AT ENDS OF 1 a'WLS IN hole zo largest hole(minimum) U BRACED WALL LINE THE boo's HOLD"MAY 1 I• � BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'NIM Ir LI?JBTH(MN) ;� ` SD NAIL®b'0/G SIDE)GS-2R STRAPS PER DETAIL 4 I LIEU OF I SIMPSON ISP wAS�R J c o AT ALL PANEL EDGES INTERIOR d L5TA3b STRAPS 5FHOVAN IN THE DETAIL NAIL SHEATHING TO EXTERIOR GYPSUM BOARD o - T SILL PLATE WU 8d 2X AGQ SILL PLATE. DOUBLE o NAALS a 4'0/G 511 AT FULL BASEMENTS 0 0 0 5/8 DIA STEELANCHOR F:: Microllam® LVL and J T'MINIMUM - --- - SD NAIL® 12'0/G AT ALL 13 5DMENT BOLTS MAX. S R. OAC_ GS-22 COIL STRAP tW SW VAI" MEMBERS NOT AT PANEL EDGES EXTEND BOLTS 8' T'INTO Parallam®PSL FDR WITH 716HTENED NO t MM.. allowed hole zone 3k 3"WASHER TO EACH BOLT. (2)2 x 4 AGQ 6IMPSA LTP4 PLATE NNS TO " middle Y span PROVIDE TERMITE SHIELD SILL SNP"Col..6TRW 15/32 05B OR L5TA3T D 1BOVE NAILS 'M CONTINUOUS BAR SEAL AND MAINTAIN 8'MIN. ��� RM MD SILL PLATE A WO/G AT EKA19 f W MRHE INSIDE CORNER OUTSIDE CORNER INio STUD ABOVE AND LOCATED 2 TO 6 VAIM dim NfELT� PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole zone d � r, r` ti BELOW(2 EACH CORNER% FROM TOP OF WAIL FROM IND TO FINISHED GRADE NAL As PER TAU 5T W GM PLAN VIEW PLAN VIEW Cd �- •- � � � ni ao Tall=Zq" NOS' General Notes ¢ N N N M n m Cq 17 ori SE FOIUNDATION PLAN GOIL STRAPS UNDER SHEATHING PROVIDE-8d COMMON(0.131 x 25 LONG)NAILS.COIL �/ C / � � N N M M to r e STRAPS OVER SHEATHING PROVIDE.IOd COMMON(0.131 x 3'LANG)NAILS. EXTERIOR WALL TOP EXTERIOR t� G�pN HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded N LACY-OAR OR 1=�LS ��LLEY VIS DEPTH HOLE SIZE headers and beams only. nd STORY GORNER GONNEGTOR5 TYPIGAL ANGHOR BOLT STUD TO RIM J015T TO SILL PLATE 5T-RAPPINO DETAIL PLATE HIP GONNEGTION WALL FRAMING 4�" • Round holes only .�,� 5Y" 1%" • No holes in cantilevers. LOCATE AT EVERY 5TL1D 11.15• I� �T5 18 N.T.S. N.TS. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. N.TS. LOCATED AT EVERY CORNER N.TS. LOCATION A45 NOTED N.TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as Z CO Indicated in illustrations and tables. u) CL g Z Z Z O Z Z Z N A MINIMUM OF TWO BRACED WALL ONES(MJ A %RED IN EACH DIRECTION OF A BUILDING. BW-5%HALL NOT BE 5PACED CX MW STRAP AMD WALL SNFATNtr16 n CX MW AND WILL*M f0 ¢ 0 2 g t- MORE THAN 60 Fr MAART. WALLS WTHN A BW 5HN1 NOT BE OFFSET BY MORE THAN 4 FEET Pi�OM A OWL. BN_LOCATIONS ARE � TD TOP or PONY wALL f m��I I NOTES TO TOP 6F PGNY wML f U5� � co 5 5 5 w 5 a a D IFt7KATEV ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE N SM'r..ON DTTIZ HGI.DM AT 64-W W40 A BRACED WALL PANEL(8WP)SHALL OWN HIM 10 FEET OF EACH @b OF A ON- THE DISTANCE BETWEEN AD.IAGBdr PLACED ON TOP OF HEADER PL.AGED ON TOP OF HEADER WNL END PANGS(r`/PE A}HDU A5 REQUR137 I I � � � w � � 05 ab U ®� W L EW WALL DETAIL%G MDR �OF BW"r SHALL NOT BE 6RFATER THAN 20 FEET. THt�2E SHALL BE A MIHlM1M OF TWO BNP ON EACH BWL-EW_-EPT AT ® WALLS<16 FEET LONG MAY HAVE ONE 48 OR LANSER BWP. BPF' 11RE TYPICALLY GS-WSP SHEATHED BRACED WALL PANELS 3 I/2'YEDE LVL HEADER fSEE PLAAII o ®I t3-W NALS AT I7TTIZ (TYPE A)OR GYPSUM 130ARD GB(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A GONTINUOUS TO OUTSIDE OF PANEL N ® AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTIN5 LENGTH OF BHP 15 REQUIRED. o BHP TYPES ARE INDICATED ON FLOOR PLANS. /� N ® 3/8'0 THREADED ROD ® 05-H5P CONTINU0U5LY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MST z z NOTES H43 E 24'WIDE MINIMUM FULL HEIGHT THE MINIMUM OF TABLE-Rb02.105. NAIL 7(R.'MRUMUM WALL CONTINUOUS IIV4 MIN DEEP HEADER TO � CONTINUOUS IIV4"MIN DEEP HEADER TO OUTSIDE KING,STUD(SEE PLAN) QQ OUTSIDE KING STUD(SEE PLANT) PWB-� WALL RETURN 15 PROVIDED AT ENDS of SHF-ATHIN6 NTH 8d NAILS a 68016(�5)AND 1210/0(FIELD)AND PROVIDE 2x � � I- 05+612 BRACED WALL LINE THE 6" BLOCKNS AT ALL UN511PPIORTED PANIE ED6E5. PROVIDE 800 PIOUND HOLDOW�I FASTEN j'5lEATHIN6 TO HEADER W/ FASTEN j'5HEATHHINI6 TO HEADER W/ Z HOLD"MAY BE ELIMINATED. PER DETAIL 19 OR 20 AT ENDS OF BRACED WALL LD4 5 TWIT DO NOT HAVE 80 NAILS 0 310/6 IN EACH DIRECTION U) W NAILS 0 310/6 IN EACH DIRECTION W r 6TFtR A24'KNIMIM M.L.HEIOHr WALL RETURN OR A 46"MI%MIM BI'P. SIMPSON LSTA24 STRAP ON 80TH SIDES AND SIMPSON LSTA24 STRAP ON UNSHEATHED TRIM TOP OF PANEL Jas REQV EACH OF HEADER TO JACK STUD WU Ib-IOD NAILS FACE WU I6-I0D NAILS n" } TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF G546P z z b V4.5D5 SCREWS Q FASTEN TOP PLATE TO HIED WU 2 H- FASTEN TOP PLATE TO HEADER WU 2 F- J GCNNT1M10115LY SHEATHED BRACED WALL PANELS PORTAL STRAPr In•FROM EDGE ON W w ROWS OF Ibd NAILS•3'O/G z ROWS OF Ibd NAILS 0 3'10/6 z WALL MIN PANEL BOTH SIDES(4 STRAPS PER Pfd WALL AJAGENT CLEAR MINIMUM LENGTH OF Q Q � 1 HE16HT(FT) OPNG HE1644T 13RAGED WALL PANEL v HEIGHT(FT) WIDTH•L• W 0 W PARL 5HHAd L HAVE A LENGTH'L•OF NOT PANEL SHALL HAVE A LENGTH'L OF NOT 8 28. W 51MP50N GNW GOIIPLER NUT <64' 24' LE55 THAN Ib'FOR 8 Fr WNL 18'FOR 9 LE55 THAN Ib'FOR ONE STORY AND 24'FOR SIMPSON 5WH B STRONG WNL 5B Z v U 6 b4'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. q 32' 80"TO 9b" 36 XX PLAN FOR ACTUAL LENGTH xx SEE PLAN FOR ACTUAL LENGTH 10 34' PAWL,VERIFY PANE.15 Pt" 0 <64' 2l' GYPSUM BOARD '6B'BRAGED WALL PANELS(TYPE B)SHALL BE Q Q11 Z /8'0 ANCHOR BOLT OR q 64'TO 80' 30- 48"MINIMUM M LENGTH ON BO11H SIDES OF WALL PER TABLE - - 12 42' NOTE DETAIL APPLIES TO ^ • ADHESIVE ANCHOR 80"TO 96" 41' `RG02J05. SEGtA2E '6YF'E�U•I BOARD WTH bd G010LJEI2 NAILS, (2)JACK STUDS MIN OR PER PLAN (2)JACK sTlJr�MIN OR PER PIAN 80TH ENDS of HEADER Q �i J W u <64' 30- A415"X 17j>'6YP5LH BD NAILS.OR rO98"X 1•%' 10 64'TO 80' 30' NAILS a'i'OFC(I3?6E5)AND'PO/C(FIELD). BLOC4%15 NOT rL - --_ • °'" 80"TO qb" 38" AT UN511PPORTIED PANE-�WHEN PANELS ARE BLOGKINIG AT PANEL ED6E5 BLOCKING AT PANEL.1�6E5 CV ❑ IHLSTALLED HORIZONTALLY. PROVIDE JO15T OR TRUSS OR FULL 'Partial credit for panels 36"to 48"wide Per R602.10.52 HENT BL.00KINS DIRECTLY ABOVE AM B6.OW TYPE B WALLS, ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANE.EDGES 'L" EQUAL TO wF� TYPICAL HOLDONN DETAIL AT CONTINUOUSLY SHEATHED WOOD TWO KING STUDS > 1211 FASTEN-W'SHEATHING TO EACH STUD FASTEN VI6'51EATHW TO EACH STUD H= FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "GB" -TYPE B AND SILL AND 511 W/BDGONIMONNNLS03' FASTEN VIb'SHHEATHIN6 TO STUD Z m NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 ANO SILL W/8d NAILS a 4'0/6 v J W N.T.S. PORTAL DETAIL"A'ONLY APPLIES SCREWS IN DOUBLE END STUD 505 SCREW5 IF NO FLOOR ABOVE. Ur 0 � m TO 2 FL TO AFT WIDE OPAPPLI5. 5HP5ON HIA5 HOLD"WU 14-1/4'505 SIMPSON HOUR HOLD"WY 6-114 Z U OF TABLE 602.103(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HOU4 HOLD"IN 10-1/4'50551T WIND SPEED,EXP05L RE B,30 FT MEAN,ROOF HEIGHT,fO FOOT REQUIRED LENGTH OF WALL BRACING. 2-V2'0 ANCHOR BOLT OR EXPANSION PANEL TO COW-RETE DIRECTLY TI TOP LL SAPSON D1TIZ MgDONM AT G5 P1°�P WA50 WALL HEIGHTS,AND 2 BRACED WALL LINES SGRB 15 IF FLOOR ABOVE FAIrOAT10N WANJ (n W : / q ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WT"i 2 X��a WASHER In'0 ANCHOR OR EXPANSION BOLT WNL ENP P#&6(TYPE A tDU AS CONT BASED ON SUPPORTING FACTOR H14 BAR GONi IN TOP OF GONGIRETE CONCRETE Ht4 BAR GOVT IN TOP OF GONHGREIE 2-1/240 ANCHOR OR EWAN51ON BOLT (�OVER CyF ®i AT DRAGH'WALL PETALS G AND V. STORY BWL 5PAGING METHOD 6B *3 TIE f.. P m SHEATHING EXP05URE GATE-60FZY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION ® 0-0 NA11 AT PITIZ EXPOSURE CATE-60RY ONE STORY D 15 #4 BAR CONT IN TOP ANO BOTTOM Q p��, r Z � 7pp ID 25 55 EXPOSURE CATEGORY TWO STORY G 1.3 PAB5-IS ANCHOR BOLT OR Yb'THREADED OF CONCRETE FOUNDATION SIMPSON 5BV8X24 OR PAB7-18 ANCHOR ® TOP 2O' S.0' 10.0' EXPOSURE CATEGORY TWO STORY D Ib EXTEND KALI.SHEATHING OVER RIM JOIST 13OLT OR Ye'THREADED ROD, W ROD W/WPSHtR PLATE,5�DETAIL 15A71 - ti PAI35-18 ANCHOR BOLT OR Ye THREADED SHE DETAIL 151-) _ aw+ ' ® TOP 3O' 1.0' 145' ROOF HAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL LOGE OVER ROD W/WA5HE R PLATE,SEE DETAIL 15/01 U a � ROOF FAME TO RIDGE ROOF ONLY 20 F7 Ib FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. f/) Q2381 FLOOR PANEL HAS CONTERIBUTIN6 LENGTH OF 48"TOWARDS R602.10 30)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS 51hfxON STRONG WPdl REQUIRES EN61N✓ DESIGN TO p F E W O� TOP 40' 9.0' 185' ROOF EAYE TO RIDGE ROOF+I FLOOR IS FT 1.15 REQl11REMENTS FOR BRACED WALL PANELS AT BRACED WAIL LINES. WALL TO BE CONTRIBUTING LENGTH OF 48'TOWAR05 RbO2.101%)MNIMIM LPN6TH To DETERMINE PANEL SIZE AND ANCIHOR BOLTS FOR ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 13 I ON FMtST BOOR AM"TION OILY. REQUIREMEMS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DE5104 WIND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF EAVE TO R106E ROOF+2 FLOOR 15 FT 1.1 ROOF HAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 215' WALL HEIGHT ANY STORY 8 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL 08 NUMBER 3/3'0 ANGHOR BOLT OR WALL HEIGHT ANY STORY 4 FT 0."15 AL�sn�E ANCHOR BOTTOM OF 2 Io 5.0 105 WALL HEIGHT ANY STORY 11 FT 1A5 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F ':•�$::?nd� .Qto t... , , , D E 2016023 p dp bQ:'•:. BOTTOM OF 2 20 9.0 19.0 WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NUMBER OF BH_PER PLAN DIRECTION AT STORY 3 13 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W BOTTOM OF 2 30' 13.0' 21.5' Q SHEET NUMBER BEAM N1N18HZ OF BWL PER PIAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40 11.0 3b.0 HUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP FINISH METHOD FROM INSIDE FADE OF BW FROM 2 I B RACED WALL PANEL DETAILS Z HOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHODGS-WSP ONLY GYP BD FASTENING ANY STORY 410/0 0.1 UNIT 41 (MODEL B- 1 ) UNIT 42 (MODEL B- 2 ) 24 P1,T5• BOTTOM OF 2 60' 1 25.0' 1 525' APPLIES To METHOD GB ONLY D 1 NOT TO SCALE U) 1W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA (0 A , INDIGATE5 LOCATION A GL 2 HR 5EPERATION Z W 10'-0"HIP WIDTH HALL 55HEFIRE ATHIIN6R40-O"4 B2-5 WALL PER UL#336 W E o FROM CENTER OF 4'-0" 41-0"RIDGES TO ALIGN FIRE ALL-EACH 51DE — MO VENTING) (NO VENTING) U U RIDGE VENT 1 Z r � RIDGE VENT F- �d 0 v _ � ru 6 AZEK TRIM BOARD I p o Vx 8"AZEK RAKE = N>: GUTTERS k LEADERS 1"x 3"AZEK TRIM BI-5 V a ALL GUTTERS d LEADERS SHALL BE BAKED 12 HARDIPLANK HORN 12 Z WHITE ALUMINUM 032"MIN.GAUGE,GUTTERS i 12 12 12 12 L0 co q O SHALL BE 5'5EAMLE55,O.G.5TYLE W/ALL 4 CLAP SIDING // 12 12 12 V ti � RELATED +f REQUIRED AGGE550RIE5. LEADERS, GUTTERS d LEADERS 61 AZEK TRIM BOARD SHALL BE MIN.2"x3',.021"GAUGE W/GLIP5 b -WINDOW 12ALL 6UTTER5 4 LEADER BAKED' � ANGHOR5. CAULK d SEAL ALL JOINTS. PITCH - _ ;+%- I I 6UTTER5 MIN. I/8"/FT.PROVIDE P.V.G. RECEPTORS 8"ABOVE GRADE TO RECEIVE HARDIPLANK HORIZONTAL ��'�5"SEAMLESS,O.G.STYLE W/ALL a 12 12 8" 8" 8" RELATED 4 REQUIRED ACCESSORIES. LEADER5 LEADERS(CLOSED GAP DESIGN). +/- I I OH._ OH. OH. CLAP SIDING SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS d I"x 8"AZEK RAKE BD W/ ANCHORS. CAULK d SEAL ALL JOINTS. PITCH 24 ' IN 3"AZEK TRIM(TYP) 6UTTER5 MIN. I/8"/FT.PROVIDE P.V.G. I2 12 R 4 b"DIAD.AZCK I"AZEK 514EETIN6 +/- I I REGEPTOR5 8"ABOVE GRADE TO REGEIVE 2040 2040 TRIM�� +�' LEADER5(CL05ED GAP DE516N). 6"HIGH BLIND 06"HIGH BLIND ZO FLASHING — — — — — FLA5HIN6 _ - - - - - - - - - - - - - - - - - t 4w U A. �- _ _ DINING AREA _ _ Q IA x8 FASGBD. ALIGN PLATEHT. -_O - - - - - - - - - - - - F 15 - _ M.BEDROOM OH. �_ -7 1 •I 1'-0' O O I-0 Ix8 FASCIA BD. PLATE HT. _ + g COH PLATE HT. OH /0 2'_0, 12 2,-0, LINE OF ROOF U TRU55 BEYOND OH. U u- Ln NOTE w: o C� i _ PVC SHUTTERS WITH FIXED = Z (3) 2x8 P.T. GIRDER " I ® Qji a) BEYOND 10 AZEK HIN6E5. WIDTH OF �' Q FRIEZE BD. i i p SHUTTER TO BE HALF Q i WIDTH OF WINDOW o SCIA BOARD J1 Ixl2 AZEK Ix8 FA _ TRIM / COLUMN®GOVE COLUMN® COVERED PORCH BEYOND PORCH BEYOND (~� -' 5IMP50N LU525-3 FACE FIN.15T FLOOR_ _ _ / - _ _FIN. 15T FLOOR 4jMOUNT HAN6ER E .+o "-0O LQ I CV — — — — — — — — — — — — — — — — — — — — — — — — — — — — — !� — — — — — — _ — (3) 2x12 P.T. GIRDER BEYOND � T � m I I I I SOFFIT:::j I I I I Ix4 AZEK TRIM I I CO r I I r Ix AZEK TRIM BOARD OVER I I I ( I I HATCHED AREA I I ALL SIDES I I m r ^ I INDICATES LOCATION I I I I m V .J GIRDERS(TYP) I I I I I OF FIRE RATED ROOF 4 ❑ - - - - - - uururt OH. uww I I I I I I " I I I 51MP50N BG52-3/6 P05T WALL SHEATHING,4-0 w O CAP ANCHOR o I I I I I I FROM CENTER OF I I I I o II FIREWALL-EACH 510E o f 10" SQUARE H546 DERMA GA5T I I I I I I I LJ $ COLUMN#46382 VV SQUARE 52 FLAT GAP t BA5E (OR EQUAL) 65 4" 2'-0" I o CORNER COLUMN TO BE I I I I I I CL 2 HR 5EPERATION I J;, PROVIDED W/SPLIT KIT I I I I I I WALL PER UL#336 I I I I F- - - - - F- BASEMENT _ BASEMENT i bxbP.T. P05TWITH5IMP50N rt — -FtI - - - - - - - - - - - - - - -- - - - - - � - - - ( - - - - - -- - - - - - - - - - I I ABUbbP05TBA5E (TYP - ALI — — — — — — — — — — — — — —— — — --I - - - - - - - - - - - - - - - - - - -- - - ---I- - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - -- - - - - - - - - - -I— V COLUMNS) W UNIT 42 UNIT 41 TVP. REAR COV. PORCH DETAIL I MODEL B-2 (MAGNOLIA) A MODEL B- 1 INKBERRY FRONT ELEVATION1/411 11-10111 o- B2_5 ( ) OY 2 HR 5EPERATION A WALL PER UL#336 82-5 (NO VENTING) (NO VENTING) TYPICAL ROOFING: HATCHED AREA INDIGATE5 LOCATION OF ARCHITECTURAL SHINGLES 15# RIDGES TO ALIGN FIRE RATED ROOF d WALL SHEATHING,4'-0" I RIDGE VENT FELT UNDERLAYMENT �' `' " 00 - FROM CENTER OF FIREWALL-EACH 510E �� ¢ N N N 6 r- � csi ori N 5/8 PLYWOOD 5HEATHING o N N ai ch (O r RIDGE VENT I"x 8"AZEK RAKE BD W/ IN 3'AZEK TRIM 12'x 18'VINYL HARDIPLANK TYPICAL ROOFING: 6"AZEK TRIM LOUVERED VENT HOORI ONTAL CLAP ARCHITECTURAL 12 z � 5HINC7LE5 15#FELT AZEK TRIM BOARD UNDERLAYMENT 6"HIGH BLIND Q 12 " Tri co m ° a 5/8" PLYWOOD FLASHING Q 12 0 0 0 0 0 2 J SHEATHINGEco"x&0 AZEK RAKE EV - q I"x 3"AZEK TRIM TYPW w a `" 12'-0"STEP - w w m a5 °5 v GEIL.BEYOND NOTE: ROOF TRU55 DE5I6NER TO ROOF® ��� 12 1 ADJUST HEEL HEIGHT FOR 'DIA6.AZEK PORCH BEYOND q ROOFS TO BE FLUSH 12 / TRIM BOARD o - cl 1 12 = - 10'-10" it it — b"HIGH BLIND m- B2-I G LINE OF HIGH-6"HIGH BLIND 7 2 — — FLA5HIN6 I fTT(,r-IL.BEYONOT FLA5HIN6 - 2-1. — — — — — — — — — — 1 — - - - - - - - 111 1 Q F- PORG_H Z PLATE HT. - - _— - - --- -- - --- - -- - - t I I i. / /�,�._ nn nn - PLATE HT. _ I GREAT ROOM - OH. _I O I I I I I I I I I I W f� ii i I I 'I �/V/r ��w I I I I I I i t 132-1 I'll, MVIIJTH IIZ II IS' Bto i i Ib'- " IBSTTm W +-4 L T1 TJ17 = I I I I I I I I I I I I = _ = I I I I I I ❑ 6"AZEK TRIM 6 ALL SIDES ~ � II II II - II II II � m I I o i i ii i i i 2020 NY5RG- 8312.2.1 LU FLOOR FIN IST FLOOR i i I i I I _ I I I I FIN. 1ST IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN Z ELEV.+0'-0" 2020 NY5RG- 6242-1.8 (503.8) OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24" _ _ _ VENTING SYSTEM TERMINATION LOCATION: ���FINISHED FLooR AND GIaEATER THAN 72"ABOVE u� --- .......................... THE VENT TERMINAL OF A DIRECT VENT APPLIANGE WITH AN THE FINISHED GRADE OR OTHER THE OPERABLE WINDOW SHALL W �S�Ep 9 I I IIIA �I SII I I I I i III Ilr �illl I I I EXTERIOR OF THE BUILDING, 0 G 6" AZEK TRI L SIDES I IIII II IIII I I p I INPUT OF IOp00 BTU PER HOUR(3KHV OR LE55 5HALL BE M 4 I I I I I WALL BEYOND I I I IIII II IIII I I ( 6x6 P.T.P05T WITH 51MP50N I " COMPLY WITH ONE OF THE FOLLOWING: I III I III „ 6 AZEK TRIM II II II BG52-3/6 POST GAP ANCHOR d LOCATED AT LEA5T 6 FROM ANY AIR OPENING INTO A I IIII II IIII 6 AZEK TRIM I ALL 51DE5 I IIII II IIII I I _ I BUILDING AND SUCH AN APPLIANCE WITH AN INPUT OVER IO,000 �NINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PHERE 6x6 P.T.P05T WITH I I II I I I I I I IIIA II SII I I ALL 51DE5 I Ali II IIII I ( ALL GOLU N��PoST BASE(TVP I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR 5HALL BE TO PA55 THROUGH THE OPENING IN IT5 LAR6E5T OPENED 51MP50N 5052-3/6 I I I 10 5QUARE HBd6 PI�RI`I1A GA5T I I I IIII E6RESI IIII I I I I E ,S II POSITION. -'�= ; z ' POST GAP ANCHOR d I I I C,OL y#40382 W/�Qt�ARE I ( IIII WINDO III I I IIII t6REININDOW IIII I INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND , c j I ILEI-—_ ___ III ( I FALL PREVENTION DEVICE5 THAT GOMPLY WITH A5TM F 2Og0 L=__��_——JJ I I „ 4 AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR ;ztPOST (1YP 6 I I I FLAT GAP d BASE(�R EQUAL) I I LI_____-_-_IJ I I I U___-_-__ u I I q 10 SQUARE HB+E G DERMA CAST I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO -CORNER COLUMN To E - COLUMN #46382 W/5QUARE CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ALL COLUMNS) I I I PROVIDED W/5PLIT PI I q ( I I I I FDI FLAT GAP 8 BA5E(OR EQUAL) I INTAKE SHALL BE LOCATED AT LEA5T 12" ABOVE GRADE. FULLY OPEN,SHALL NOT REDUCE THE:NET CLEAR OPENING Rio I AREA OF THE WINDOW UNIT TO LE55 THAN 5.f 5QUARE FEET.CORNER COLUMN TO BE NE1/V Y o FDI 2 HR 5EPERATION I I I VIDED W/5PLIT KIT I I I WALL PER UL#336 I I I I - BASEMENT JOB NUMBER - - - - — - - - - - - �11 - - --- - - - - - - - - - - - - - - - - - - - - - - - -rl - - - - - _- - - - - - - - - - - - -r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w2016023 UNIT 41 UNIT 4 2 UNIT 41 UNIT 4 2 DUETCLUSTERQSHEET NUMBER A aBA -REAR ELEVATIONa- MODEL B- 1 (INKBERRY) MODEL B-2 (MAGNOLIA) 1/411 = 11-0" B B- 2 ) ELEVATIONS0(MODEL W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED -� SELF FLA5HIN6 ASPHALT ROOF 5HIN6LE5 Z W II �il� II 5TANDIN6 SEAM METAL w E —11 111 E I1-I CHASE GAP RIDGE VENT - - - 6" TRIM GAP UO PLYWOOD 5FEATHIN6 / p / z 12 OPTIONAL WOOD 15#ROOFING FELT PAPER / m/ � o rn t 6 CHASE WITH METAL / ~ `}'� � 12 INSTALL ICE t KATER SHIELD PER Ucp __-- GAP AND CULTURED INSTALL ICE t WATER SHIELD / -,r 7 MANUFACTURERS SPECS.TO ROOF FRAMING V c 12 N vv - -} STONE VENEER PER MANUFACTURER'S MA NTAIN PRODUCT WARRANTY. N 6ARA6E DORMER ---- ------._- -- - MAINTAIN c WN FRONT °'Z- rFTT BEYOND 12 - - - LINE OF ROOF / °''- _ Lo _�_ . s �_..-__ SPECIFICATIONS O 5 TO CARRY DO OF FASCIA- .. _ ...__ . _..-.W 1-- - BEYOND® PRODUCT WARRANTY MIN 4 TYPICAL / Z v M RIDGE VENT 0.40 ALUMINUM DRIP ED61E U BEDROOM2 NOTE: U o 24 RIDGE VENT - - APPLY ICE t WATER SHIELD IN GAP / ❑ = M ti � 77`77 - - - - - FAIR WEATHER WHEN THE AIR, GUTTER U lo'-S" 12 ROOF DECK AND MEMBRANE / —�a ARE AT TEMPERATURE5 OF 2 40°F(5°C)OR H16HER. a 12 12 GABLE q q FLUSH ROOFS Q $ OH. L I Lu Ixb FASCIA BD. —� PORCH_ O 8"AZEK nn nn nn— PLATE HT M.BEDROOM Pd r- 1 FRIEZE BD. Nps: APPLY ICE t WATER SHIELD IN U PLATE HT. I'-4" I FAIR WEATHER IL - OR WHEN THE AIR,ROOF DECK AND I I ■ I MEMBRANE ARE AT F_ NOTE W: I I I J TEMPERATURES of 4o°F(5°GI oR co PVC,SHUTTERS WITH FIXED I I I H16F1)3R. Z O HINGES. WIDTH OF i i i i = I I I I = SHUTTER TO BE HALF i i i ~ I U FASCIA 130ARD 'AZEK SOFFIT WIDTH OF WINDOW J I I i l $OARD W/2 CONT. O /� = l I I = Q 1 Q VENTIN6 OR VENTED LJ .J Q EXTERIOR WALL VINYL SOFFIT O M -HARDIPLANK 5HIN6LE 51DIN6 a 1 ' i Z T _TYVEK OR EQUALL o o� o DETAIL 2 ❑ -'1/16"056 SHEATHINGQ�j J -2xb WOOD STUDS® I6"O.G. I I I [�] r -6"R-2I BATTS _ SCALE: 1 1/2" = F-0" 2 - 1ml _AhJ FIN. IST FLOOR _ _ I _ _ _ _ _ _ FIN IST FLOOR IF WALL® GARAGE 12"SQUARE H6t6 PERMA GA5T I AZEK TRIM I I I WALL#BEDR0OM + , O ., BEYOND COLUMN W/5QUARE FLAT GAP I ALL 510B I bxb P.T.P05T WITH Ix4 AZEK TRIM I 1 I C d BASE (OR EQUAL) - CORNER I I I I I I W 51MP50N BG52-3/b Q"(R-30)BATT + '(R-IQ) I-- COLUMN = GOMBI INSULATION 6 (R-1q) BA175 r COLUMN TO BE PROVIDED W/ I I POST GAP ANCHOR t I I 7 I w r 4 I 5PLIT KIT I KJALLL I 51MP50N ABU66 I I I FDI I VALUE OF(R-4 NTINUOU5 ABOVEBREAp POSE GOLUUMMNN5) I 1 I I I"AZEK SHEETING OD I I DONT.BLIND FLA5HIN6 ❑ w O 2"x b'NAILER-LAB _jjbjBASEMENT I I i i I I I BOLT TO VERT 5TU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I� - - - - - - - - - - - - - - - -IL - - - - -- 11- - - - - -IT- - - - - - - - - - - - - � W/ "PIA X6'LBOLTS - - - - - - - - - - - -- - - - - - - - - - - - - - -J - - - - - -- -I- - - - - - - - - - - - - - - - - - - --� \./ -RIGHT � EVATION - - Q 2"x 6'RR® Ib" 2020 NY5RG- 62421.8 503.8) 2020 NY5RG- R312.2.1 1/4" = 1'-0u oC I I F- U VENTING SYSTEM TERMINATION LOCATION: IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN 1 1 q" (R-30) BATT5 z THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH OPERABLE WINDOW OPENING 15 LOCATED I F55 THAN 24" 2"x 4"SOFFIT BM5 1 AN INPUT OF 10,000 BTU PER HOUR(3KNU OR LE-55 SHALL ABOVE THE FINISHED FLOOR AND GREATER THAN 12" UNIT 4 l MODEL B - l (INKBERRY) ® I6 OG BE LOCATED AT LEAST 6 FROM ANY AIR OPENING INTO A ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW I I () BUILDING,AND 5UGH AN APPLIANCE WITH AN INPUT OVER ON THE EXTERIOR OF THE EOILDIN6,THE OPERABLE WINDOW HEADER PER PLAN I I O 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I 1 p HOUR SHALL BE INSTALLED WITH A 9 INCH VENT #OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN SPHERE TO PASS THROUGH THE OPENING IN ITS LAR6E5T I I INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST OPENED POSITION. A 12' INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF #FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F THE VENT TERMINAL AND THE AIR INTAKE SHALL BE 2010 B TRAN50M WINDOW LOCATED AT LEAST 12"ABOVE GRADE. (THE WINDOW OPENII�CONTROL DEVICE AFTER RIDGE VENT B2-5 I I BEDROOM #2 OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUGE THE NET CLEAR OPENING AREA OF THE WINDOW I I UNIT TO LE55 THAN 5.1 SQUARE FEET. 12 LINE OF ROOF +/- I I 2"x8"® I6'OG FOR SEAT _ BEYOND® MASTER \ Q FQ— N O r `� N BEDROOM I'-O" - RIDGE VENT N N M M D r N N M M t0 r r CLOSED CELL SPRAY FOAM OH DOUBLE-HUN6 WINDOW I I INSULATION TO COMPLETELY _ I I FILL SEAT CAVITY INSTALL ICE t WATER 5HIELD (2)2"x8"® END W/A35 PER MANUFACTURER'S 51MP50N CONNECTOR----,,,,, - SPECIFICATIONS TO MAINTAIN -� T' r 51MP50N H2 5A CONNECTORS PRODUCT WARRANTY RIDGE VENT T _ r �� - I"x 12"AZEK 1RIM z z NOPE: 12 12 y 'GYP BD g APPLY ICE t WATER SHIELD IN +/- I I z z z 0 z z Z N co iii z u, cn a FAIR WEATHER WHEN THE AIR, LLJ - 12 7 RIDGE PENT o 3/4"TdG OSB SUBFLODR- 5 � a Q ROOF DECK AND MEMBRANE 12 GLUED t SCREWED-RUN y�j WLu ARE AT TEMPERATURES OF - ( 1116" 056 5HEATHIN6 `�' CONTINUOUS BETWEEN PLATES It x w w w w C � v 40"F(5°6)OR H16HER +/-) 5 =--LINE OF ROOF BEYOND® GARAGE " I'-b" AT EXTERIOR WALL 2 OH 2X12 FLOOR N AL16N FASCIAS - - - - - - - .1015T5® 16"OG. o_ 06 FIRST FLOOR LINE _L— N GREAT ROOM _ _ _ DIN AREA -Ir-O" - - BEDRM#2 1 PLATE HT. PLATE HT. - \ \ PLATE HT. I - - ---------- - I 10"AZEK I Z oH. I c -o a I SNF OH FRIEZE BD. I INI5HED BAHFILN 1 a OH. I I _j I I 5 O TFTT _ I I I 2 {'� > �4 V I I 10" SQUARE H6t6 PERMA C ,- I I I I EXTERIOR WALL -� I I W w I I I iZ ,:x:>.y o B2-I i GA5T COLUMN#46382 Wl _ o I I I -HARDIPLANK SHINGLE SIDING - I t v o p I I 5QUARE FLAT GAP t i I = I I I -TYVEK OR EQUAL Z BASE (OR EQUAL) - I I ` - �o i i i i - -l/Ib'05B SHEATHING M 2 - - - - - - - - - - _4 I I CORNER GOLUMN TO BE I I I I _ -2xb WOOD STUDS® 16 O.G. I __-_ _- ' I I I I Q -6'R-21 BATTS FD-I (R-13)CL05ED GELL SPRAY FOAM INSUL PROVIDED W/5PLIT KIT I I i t 4 I I � ALONG INSIDE FADE OF END.WALLS-FULL HT .- _ I 1 1 ,1 I I I I OR DRAPED BLANKET INSULATION ❑ T I I I I I h+y I I Aj FIN. 15T FLOOR i i i i i FIN. 15T FL Lu ELEV.+0'-0" - - - - FJ-- F- } bxb P.T.P05T WITH 1 1 10" 50UARE FIB#6 DERMA I - - I BEDROOM #2 BAY DETAIL I Q i I I I SIMPSON 6052-3/b I I GA5T GOLUM�I 46382 W/ I I CZ7 0 co P05T GAP ANCHOR t 5OUARE FLA GAP 8 B2-I.I 1 I B o�6ARA6E I ( I ( POST BASE(TYP- I I I I BEYOND 6ARA6E ���0��-0 �-, BA5E (oR E AL) - G q 1 I I ALL COLUMNS) I I CORNER GO TO BE I I o ,�� �C, FDI I I I I I I I PROVIDED 15PLIT KIT I I I I I (n = 7 ,, t I I I I I I I w -� I I I I I I I I I I v � B�EME I I I I I I I I I I BASEMENT O - -- � _ - -= 1 - - - - - - - - - - - - - - - I - - - p - - - - - - - - - - 1 I�- -- - - - - - - - - - - - - - I - - - - - - - -I - - - - - - - - - - 17 - - - - - - - 7 - - - - - -I-I- - - - - - - - - - � ❑ W`( L - - - - - - - - - - - - L - - - - - - 1- - - - - - - - L- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - -1 - - - - - - - L - - - - - - - - - - - - - - - - - ............. .................................. . ...: LEFT �N� ELEVATION '02616023 OB N MBER „ _ „ UNIT 4 � 62.5 .. 2 16 0 2 3 TTT711 F1=71 I/4 - I -O B w UNITS 41 (MODEL B- 1 ) DUET CLUSTER uL) SHEET NUMBER MODEL B - 2 z8� 42 (MODEL B- 2 ) ELEVATIONS B2 - 1 . p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 HR 5EPE-RATION IZ W WALL PER UL#336 TT-2 I v UOU °-' o 13'-0" II'-2" op 22'46" I6'-0" Z V r o rn .}�J :3 U) 2'-I" 5'-l" 811 5'-l" 2-1" 0 IN r U > rn A LINE OF REAR N p N} B2-5 A CHEEK WALL d UNIT 42z U ` _ � 20 o B-5 o O 1211 Q w c M o V a 24 = r y coo 4 8" 12'-10" 811 0 10'-01, 8'-II" 4'-4" M.O. 5'-3" `� - - - - - - N ° U m o M CD UNEXGAV. I UNEXGA . I 4 .C.SLAB WI bxb, n.4"P.G.SLAB WITH bxb, " 10/10 W.W.M.OR FIBERME5H. 2 q 10/10 INN.M.OR FI . `-r MIN.3500 P51 GONG. b" 8° FO1 -- I FDI q IN.3500 P5 GONG. HD I �'� FDI a a� HD I EGRESS 15'-8" 4'-4" M.O. 2'-b" Z ` WINDOW _O o I I 10' P.G. FOUNDATION WALL 11-0" 8" 7'-0" " O m O HD WITH OAMPROOFIN6 ON 1 _____ -� 2x12 FLOOR JOISTS r- , V M ® I6"O.G. . I 20"x 10" P.G. FOOTING FD1 I 2`x lo" 2x10 0 1 11 b, SLAB SEAT �, (T.O.H. ELEV. = 0-0) 4 o LAB SEAT Q - o I HD 4"WIDE J015T �\ ` --� 2 811 <rE - _ _ - - - HD O HD IN =:EFSEAT.T.O.SEAT I - - - Q Q ELEV= (-)1'-I�" FVI II F I o N O I 12" G.FOUNDATION WALL O 1 - _ _ N W DAMPROOFIN6 ON 7 2'-0" LL Ln 12"PG.FOUNDATION WALL Q I - - 4"x 12"P.G.FOOTING FD1 m H WITHNDAMPROOFING ON FDI 11_11 o I (23'-0" 14'-4" 10" 21_0" 10 24"x 12 P.G.FOOTING 13'-2" I q'-4" 14'-8° (2)2X10 P.T. O I I HD Z � VJ O F D Q 10'P.G.FOUNDATIONrNNNNNII DIRECT VENT HEATING EQUIP. r ( I I I 4"WIDE DIRECT VENT HEATING EQUIP, I HD APPLIANCE CLEARANCE 3 " IA L UMN I WALL WITH DAMPROOFIN6 I I J015T SEAT. N_ APPLIANCE CLEARANCE APPLIANCES p ON 20"x 10 P.G.FOOTING I I - I [� • IANCE5 SHALL BE INSTALLED ON "x X 12" PG -T.O.W.ELEV. = o'-0" I TOW.ELEV= ()1'-11" SHALL BE INSTALLED WITH THE I �I I I >_TO�ELEV= 4'WIDE L ' WI THE CLEARANCES FROM FTG(U J I o CLEARANCES FROM UNPROTECTED 4"WIDE J ( �I 1 I I JOIST SEAT. COMBUSTIBLE MATERIALS AS I �^ �"I UNPROTECTED COMBUSTIBLE I� I J I G I o I p JOIST SEAT. RIALS,AS INDICATED ON THE I S3 _ U2 ® u; INDICATED ON THE APPLIANCE LABEL I !) I ()I-I TOW.ELEV= A(fiPLIANGE LABEL AND IN THE L J 10-i 1 I O c� I N AND IN THE MANIFAGTURER5 ,� " I MANUFACTURERS INSTALLATION II FW-2 1 �v INSTALLATION IN5TRUGTIONS. _ J IN`�iTRl.1GTION5. o0 00 ( ® I 3�"DIA STEEL GOLUMN L ^^ • w IN IN 1 Ho ( ON 30"x 30'x 12'DP PG PROVIDE FRESH AIR INTAKE 1 VIDE FRESH AIR INTAKE Q Q I ( I T FT6 0O.N) TO MEGH EQUIP PER CODE w n2-O" MEGH EQUIP PER GORE 1- 2xI2 FLOOR-JOISTS I 2x12 FLOOR JOISTS I IJL ® I6"O G. ® I6"O.G. I'-0" b'-0" b'-2" I b'-5" 8'-5" 8'-51110 21p" / \ I ° w _ I IF — — — 11 — I— — D.O. - -i D.O. I it I D.O. 5 I/4"x q I/2" LOW D.O. t L J BA5EMENT 5LAB L J I I I o �� 11 LVL 61RDER + FDt f 4'PG.SLAB(MIN.2 Psl t I J — I I 1 L I I 1I L _ J L = 61 .006 MIL.PO VAPOR FDI 4 I - - -N - _ _ J I L I I BASEMENT SLAB 4 =, uj U TYP. 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Z) FOAM INSUL AL INSIDE —I I I _�� _ ,i J I I f N ; FACE of FND.WALLS-FULL Hr I TOW ELEV= l-)I'-1 "_ L J — _ _ � � U OR DRAPED BLANKET FULL HT ( r — — — ry ®— — x O N°R511LT PED BLANKET Q 1 0 3 INsuLATION L J — — I I cv � I� •ALL EXPOSED HOT WATER 1011 51_411 O PIPING AND ALL E)q'05ED H0 TING DUCTS T WATER4'WIDE JOIST I I m I m N ® PIPING AND/OR HEATING DUGT5 HD c� SEAT.T.O.SEAT x TO BE IN5ULATED AS PER N.Y.5. o TO IWLATEDH,MTER RYS. ELEV= (-)I'-I ' 4" I 4'WIDE J015T _ - � GORE. 1'-1011 UNEXGAV. 4 WIDE JOIST I SEAT.T.O.SEAT _ x D.O. 12 FLUSH I I n "r - C - -i 2Xi2-F 2"x IO" 4'P.G.SLAB WITH bxb, 6 SEAT.T.O.SEAT III I I ELEV (-)1-1 I I I - - - IF �? SEAT 10/10 HAM.OR FD1 ELEV- C)1'-I " F %I I I I 11 0 I I \ _ 1 II 1 II II 1 " „ FIBERME5H.; 2 I LOOK JOISTS 18'-b" I I > ° II 3rb b-8 6-8 11-0 3-8 MIN.3500 P51 GONG. - I/4='x 9 Ili"-L - I6"O.G. 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" BATH OOM '- ;fl 4 PG.SLAB(MIN 3500 PSI GONG) SLOPE 6ARA6E 5LA8 DOWN 2 6 (R-2U BATTS q-0 CEILING ,n (TEMPERED) 0 0 0 o o z �0 3030 AWN 6" b'-b"©EP 'n 4" `� 4'-b .� 4„ 3'-4" 6" = REINFORCED WITH bxb,10110 W.W.M. TOWARDS GARAGE DOOR WILL x I 5 5 5 W 5 5 a cV ® 8'-0"HD HT „ ? 8 SLOPE GARAGE SLAB DOHA!2" *i" • ' 6 LAV LAY 1 iu w� U IO-0CEILING % TOWAM)s 6ARA5E DOOR o T 5P�X16 BD ON GARAGE ?LIN66� • WC L-( i 12 cz © TYPE X 6YP BD ON 6ARA6E - BATH #2 WALLS t GEILING O 5 *"TYPE"X'GYP BD ON INT OF LIVING p m SPADE COMMON WALLS TO 6ARA6E ' — — — — PI o • 6 % *1'TYPE'X'GYP BD ON INT OF LIVING fW-2 — — — — `Q SPAGE COMMON WALLS TO 6ARA6E O o HD HbCO `t 2010 TR N (I)SP N �- ® 8'-O'HD HT 5D F - - - - - - - - - - - - - - - I 2050 DH r- Iq N B v DI GL. '-0° I a'-0" 6" 4'-2" 4„ 1 Ib'-o" I 6„J H ENERGY NOTES B2-5 - ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 ECCCM'S .10 b"(R-21)BATTS Iq Iq 1 I W (� II' 'GEILING `1 0/21 DI ;o (2)2Xb HER RESIDENTIAL PROVISIONS. I 9 BED ROOM #2 Iq DI D1 .5Ir 1c) I I O m - SEE SHEET T-2 ENERGY CODE NOTES N 1101.10.1.1 - N 1104.1 Q HD i b 61, pI (6010 OH DR I I''_°MASTERI"G 1 w Y m 21-b" 12'-0" IS'-0" _ _ _ _ _ _ _ ' e I 1 2'-0" `v W W iii H9(�_ 5 1/4"x IV LVL HDR HD I BEDROOM 1 0 o N I _ zIb070 OH OR ;fl1 C7 2020 NY5RG- 62421b (503.8) �, a _ _ __ — _— — _— — _ _ _ " 0 2'-0" q VENTING SYSTEM TERMINATION LOGATIi r '- HD `9 5 I/4"x I6"LVL HDR HD I D/21 W I530 J I I p O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF 1 D/21 0/21 DI ®1'-0"Hp HT o 10,000 BTU PER HOUR(3KW)OR LESS SHALL BE LOCATED AT LEAST o iy - 1 1 2010 TR ❑ 1 b'FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 2-1 v DI DI hal APPLIANCE WITH AN INPUT OVER IO000 BTU PER HOUR BUT Nor A 1- ® 8'-0" HD HT 1 2050 DH ,, OVER 50OW BTU PER HOUR SHALL BE: INSTALLED WITH A q INCH � 4" 2 B-5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN IIFff L J 1 HD SEAT HD FW FW-2 OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INGH VENT = 2�_0 _01 6" J TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND (2)2X10 HDR Q _ ~ Q � m THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. _ (2)2X6 HER (2)2X6 HDR "' w Z colql L — — JL J Iq211 HD FI r HOF2)3016TRMODEL B-1 MA5TER (2)3050 DH DI A L O J L e o J BEDROOM WALL ® e'-0"HD HT 62-5 Iq ® 8b" D T 0 V-ON D HT Iq G\STE 2020 NY5RG- R312.2.1 BEYOND 2,-611 41.0„ 4'-0" 21-6" 161-0"R.O. I'-8" I'-4" I6'-0"R.O. I'-b" DI 41.011 3050 DH q,_0" 30!'0 DH 4,-0" DI IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE .. tiFPGim WINDOW OPENING 15 LOCATED LE-55 THAN 24"ABOVE THE FIN15HE D 2'-0" 21_6" 2'-6" 2,-6„ IS'-8" 18'-10" 4'-011 IT'-O" r �r®� �r IT z 0 FLOOR AND GREATER THAN 12"ABOVE THE FINI5HED GRADE OR I OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWNG: *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 38'-6" 40'-0" PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. UNIT 4 2 FLOOR PLAN *FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20gD UNIT 41 FLOOR PLAN � 810 Y (TIE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO W RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY MODEL B-2 (MAGNOLIA) 1/4"=1'-0" = MODEL B- 1 (INKBERRY) " OPEN,SHALL NOT RF_DUGE THE NET CLE=AR OPENING AREA OF THE LIVING AREA- ISQQ 0. . 2 HR PER UL# 3b 1/4 =1'-0�� LIVING AREA= 1,595 0. . WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. GARAGE AREA= 3T1 SQ. FT. WALL PER UL#336 JOB NUMBER GARAGE AREA= 3?7 5Q. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 192 SQ. FT. w 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE : EF =EXHAUST FAN: GENERAL CONTRA(TOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E cn AND TWO-FAMILY DWELLINGS,TOWNHOUSES MULTIPLE LVL GIRDER GONNEGTION5: � � SHEET NUMBER STAIR MANUFAGTIJRER TO 5o CFM INTERMITTENT OR NOTE 'V: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 1 UNIT 4 2 DUET CLUSTER Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND vWELLING UNIT5 IN GROUP R-2 M516N STAIRS TO MEET ALL © 20 GFM GONTINUOUS *ALL DRYERS TO BE VENTED = TRU55E5 W/ I2" MIN. HEEL BUILDING5(CONDOS I GO-OPS)AND UNITS APPLIGABLE CODES AND To FOR ALL MULTIPLE LVL 61RDER5, LAO BOLT TO OUT5IOE AIR PER GODE REPORT ANY AND ALL 015GREPANGIE5 INGLUDING ANY DIMENSIONAL a ALL WINDOWS SHALL BE OFFERED FOR SALE IN THE IMMEDIATE REPORT ANY D15GREPENGIE5 TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G. 2" MIN GO2 GARBON MONOXIDE *ALL WA5+ER TO BE GONFLIGTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES B zANDER5EN 200 5ERIE5 HEI6HT5 (U.O.N.) @ 24 O.G. Q= TEMPERED VICINITY OF BEDROOMS ON THE LOWEST AND CONFLICTS To THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 SHALL (MODEL (MODEL B 2 ) FLOOR PLAN U) B2 � 3 DE516NED BY TRU55 ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP I$ BOTTOM, 4 MIN. 4 FROM ENDS SMOKE DETECTOR BE CALCULATED AND NEPER SCALED UNLESS OTHERWISE NOTED. FABRICATION. �D W p ! COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: I6-2"GABLE WIDTH bxb P.T.POST WITH IN5TALL ICE d WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO o 0 51MP5ON BG52-3/b P05T Z W MANUFAGTURER'5 5PEGIFIGATION5 TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED - GAP ANCHOR a 51MPsoN w AS THE ROOF FRAMING MEMBERS. — — — — — -ALL COLUMNS) U ` PRODUCT WARRANTY ABUbb POST BASE(TYP E ❑ � � NOTE: ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING - - - - APPLY ICE 4 WATER 5HIELD IN FAIR WEATHER WHEN THE AIR, ROOF DECK —D•Q-- (3�2X�PIR A IS'-o"HIP WIDTH O U LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN B2_5 ❑ (."� °' Z AND MEMBRANE ARE AT TEMPERAVZE5 OF 40OF (50G)OR HIGHER. PER SECTION 1605.3 OF THE BUILDING CODE. 'I 11'-0" PL HT. O PRE-)=N61N� 11'-0" PL HT.ROOF q 2 HR 5EPERATION 4--J = N �Ifi TRL655 PER TRUSS MANLF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE , 12 12 STRESS DESIGN: 1'-0" q q I ' I'-0" WALL PER UL#33b OR OH. I 5EE DETAIL I/FW-2 }, p N>.:D (EQUATION 16-8) I I I - - - - - - - - - - F- •- 0 tp w z -�r � (312RS�GIRbER- - - - r �r cn � `'_ "R� S - rn 51MP50N STRONG-TIE D + L (EQUATION 16-9 - - - - - - MT5 STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) II I '� ILI LJO mQ W C MCONTINUOUS WALL 5FEATHIN6 TO D + .6W (EQUATION 16-12) �iX G N Q ' I U = y 4 Lo co TOP OF 1RI155 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I~ I ( '^ I A II'-O" PL HT. SS �- ❑ U (� ~ M S = SNOW LOAD W = `� I`ij ° 0 11'-0" PL HT. B-5 + 12" HEEL HT. ti%o i 11'-0" PL HT. HEEL HEIGHT VARIE5-SEE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, N, I W/ 12" HEEL + 12" HEEL HT. C7 ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL " HEIGHT �I " " I a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 I L _ — _ _ _ _ I 0 NOTE R OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND , I —���: —1 OH. ALIGN FA5GIA5 SPEED (101 MPH BASIC DESIGN WIND SPEED) IN II 12 I� 12 EXPOSURE CATEGORY B. I I NOTE "R" o lo'-lo"OVERHANG WIDTH �i a 12 / OR ( q VARIES f ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE _ _ ROOF TRU55 GIRDER _ _ _ _ ROOF TRU55 GIRDER _ _ _ /// ' OH. FOLLOWING DESIGN LOADS: _z kIZ_W LOADING, WIND I / / q'-0"PL HT IPL AM" O TCLL 20 PSF PLUS UNBALANCED SNO LO // / W/3b HEEL HT. _ - - - - - - - _ - - F- LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD — — — / / (12'-0"WIDTH) `�o ___ _ _ _ _ _ — U _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 / / I I ❑ GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 12 //// //�// II OH. NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. �// // / = -== - - == = = _= Z 8"FASCIA BD B2-4 I � � a ! j///%/ 1 T///7 /. �' O i I // r // // '� U TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD 12 //// / / 'U}' / / // i/// //� � II'-O"PL HT � DEFLECTION OF THE LESSER OF L/360 OR .75°. I a f C>� ' ovERLA TRll55E5 F �_�� O ' ^ TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO r (� �, I -� / / // /// /// ( b" O C� VENTED VINYL SOFFITARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR I I 1' � INT.BEARI 6 ( T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL TRAY GEIL. /j j/ I I ❑ ( v J (— INCLUDE THE FOLLOWING INFORMATION: 1. DEPTH, SLOPE IF ANY SPAN, AND SPACING. H 2. LOCATION OF ALL JOINTS. oH. I I ® I / //// i//j/ �GHED ARE INDICATES ( I ' I 3. REQUIRED BEARING WIDTHS. I ! j///j/ �'/j//� �`TION OF FIRE RATED LEADER TO DRYWELL- TYP 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ( / / // WALL 5HEATHING, INT.BEARING 4.2. TOP CHORD DEAD LOAD. I I i .// %/ i%////�� WALL BELOW FLU5H ROOFS 4.3. BOTTOM CHORD LIVE LOAD. I /j j//j/ ///j FROM CENTER E 12 / pi HALL - EACH SIDE a I- 4.4. BOTTOM CHORD DEAD LOAD. I I — ///j/� / j/� T JL O 4.5. CONCENTRATED LOADS AND THEIR POINTS OF FLL15H OOF5 L l— , /j// / �j /j/// I I II APPLICATION. HATCHED AREA INDIGATE5 T �w LOCATION OF FIRE RATED ROOF // / // ///// I I r 1 1 w !�1 4.6. CONTROLLING WIND LOADS. �, / // / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR ' d WALL 5HEATHING,4'-0"FROM ;j// / ,/////// 17 — �I I NOTE "R" I II'-O" PL HT. U DETAIL DESIGN VALUES FOR CONDITIONS OF USE. I T _ — j j j/ II I ( I I + 12" HEEL HT. m 6. EACH REACTION FORCE AND DIRECTION. , I // I II s L — -I I 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G. SIZE ( / / / % I °°I °° SL II�� 1 1 NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION S %%/ //// // /// N 1I2 ❑ W OB2 -4 - - - - - /,// ,� _ _ - I �q II OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 , I RIDGES To ALIGN FASCIAS NOTE, GA MIN THICKNESS GRADE A GALVANIZED STEEL NOTE "R ' I ALTO INSTALL HALF OF 6= PLATES. / TRU RID6E W/VENT //////// //j / . I I I 1 I I ( I II ❑ FA5TENERS® EACH o ( // / I I END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH �� 12 — — � ,/ /� ///�,{/ r ,� I I - -I- II II'-0" PL HT. Q o MEMBER. a I / — — — -,�/� / /// 1 0 ) -1� + 12" HER HT. F- 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO og GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD a SPLICES. 11'-0" PL HT. — / / / 7/j — — — �- — -� �l — FZ 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ;/j I / ALIGN RID6E5 r �J I ❑ ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS i �j /////// //j/// ,� ° ° MEMBERS. %/ // / 2! Q /// /%/ // / Lu (TRU55 RIDGE W/VENT - �- �` _5149" O swsA 5n, 12. REQUIRED PERMANENT TRUSS MEMBER BRACING I'-o" I L ,/// /// - I OH. ❑ // // % / n o ° ° ° TE N4 LOCATIONS. OR (3)'2X6 P05T -rI j%j j%/j j/ j j 1 I 1 I '- I I- - - - I I 12 1 0 °0° * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH cc. ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND _ i — I I — =7`'` / / i I I I I - I - - - SHWN sus TE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD — — — -1 /j///j ,�/ /j J n' - - - - - - r -_- - 1 _ ROOF TM5 61ROM Mrs s INs TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS ��Q I I -�E I / %// /��/%�T - - - - - - {-•� - - s la-lod DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY — '/%% / ///// /I- - - - r - - I JN �% I 1,_0„ (TOTAW A REGISTERED PROFESSIGNAL ENGINEER IN THE STATE OF J� N L- -� 1// " j%//j%/ ' ' I L� _� C - - - - - - - - `L - OH. NEW YORK. I I r- L — /j//j; I * ROOF TRUSS DESIGNER TO ADJUST HEELHEIGHTS, �� — /// /I I I I I - - - I r �G w ti ti co HTS, I N ,// //�/�I I/// /// �– LI �sS I I I ( M o m DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I '- �i, JN �! U5E IN GOMBINATION ONLY RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. `jI I /// /� /////// * �" — 12 g 12 i//////j� j / I 1 1 = — — — �1 II WHEN 5TUD5 AND'RAFTERS TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH I I ' I , I +/- I I +/- I I '// ///j // /// +' — — — — I DO NOT ALIGN NOT TO SCALETHE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT �� I- --i N // // / / /' I I I U 11'-0" PL HT. B2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING 6x6 P.T.P05T � � / + 12" HER HT. ASSEMBLY TO INSURE TIGHT FITTING JOINTS. WITH 51MP50N ( — �// / // / ( I I * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER 5652-3/b _ L—ROpI _ I— //jj / , 1 1 ( I L_ —_— -� L -—_—_J I II ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. P05T GAP C — — - - // / I I I I —I"' I III `� / / ,n z co THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ANGHOR d — T�" �C — �/ ///// / I I ( z 51MP50N o ////%// ////%/ NO "R" ' I I' NO "R" 'I 11 ' 11 rl 65 z m m a s METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR I / // / / // I II z z z o z z �' N SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN ABUbb POST " L j///j// 1/j///% " �'I I I o 0 0 ; o o z w BA5E(TYP I 0 DESIGNED AND INSTALLED TO PREVENT ROTATION AND I // // // // I� �) k) ' II co co > �, a a ALL COLUMNS) OH " /// / OH. 8" 1 - - - - - i w 5 R N PROVIDE LATERAL STABILITY IN ACCORDANCE WITH /NO; j/ / // / I '\ 11 Ix Ix w Ix w w 51DEWALL ABOVE 1 ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I /// /� 1 e I ( I 1 ( D. ) ( ::.,)) I I I LOWER ROOF BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE II'-0" PL HT. // j/ %/ 12 12 ' 12 12 I I - - .`- - - s I // // oH. ' TO GOOD PRACTICE FOR HANDLING, INSTALLING & i/////// V///// / 12(—�I I 1 12F_X12 I �� I L_ _ _ _ _ _— — _ _ N BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. L o 1 * NL GSS //j/ i � ' I 1' 'I 1 1 1' � — — ��v � 1 PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS / / // / NOTE: INTER ROOFS 1 I 041 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS. _�_ / / // // % 3-a 5-o' 3-e" I I b-11 i, b WEAVE ROOF 5HIN6LE5 AT 1 I I I I CARRY TO UNDER5I0E OF * TRUSS MEMBERS SHALL NOT BE CUT NOTCHED B I NOTE "R" I 20'-3"HIP PL HT / / // I . I 1 HIGHE5T ROOF SHEATHING - _ " _ _ — — — — — _ _ — — — — — — — — — —— — — /// / /// I No "R" III INTER5EGTION OVER ICE SHIELD "I 1 I TYP. DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY 62 5 II 0 PL HT. I, 0„ — — — — — — I _ — — — — — — — — — — — —T /j/ /�/j///j I I I 1 II Z MEMBRANE - CARRY MEMBRANE MIN. 24 I WITHOUT THE APPROVAL OF A REGISTERED DESIGN OH. I /t r�////j/ N 1 , N ,I 1 w OUT IN ALL OIREGTION5 OF I I I I I N PROFESSIONAL. - INTERSEGTION I - b I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS l- / // / // /// ( } L rr o NI / // / / [ I O m I 1 I Z AND METHODS OF ERECTING THE TRUSSES. THE �' lo'-o"HIP WIDTH L //////j . l//////j/' ' I F I I w Z I 111 CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY /j// // // _ _ _ - - -m - _ - - - ( 1 1 I W ^ W w Q 1 I I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE 8'-q" PL HT. 12 12 ANDERSEN 244b DH + ////j// ' 7 - - - �- I I ❑ �'`� = a N Q- I I 1 INSTILLATION OF THE TRUSSES. ABOVE FLOOR I 10.53 N 10.53 R GABLE END WL �/j ROOF I I I I Z o 1 I ROOF TRU55 -L I R0. 2 4 X 4-6 /// // ///// ? 61RDER5 UNDER - - - DORMER WALLS I I r I 10'-0" PL HT. � Q 4 o �GS — — — / 1 1 I + 12" HEEL HT. w -0" n� S,y I o //// /// I �, 1 ❑ 0 1 HIP RAFTER, OR C� Q,� io �, / 10'-0" PL HT. I I I i 51MP50N HGP HIP SEE PLAN vv " " GS ( // //� + 12" HEEL HT. �A5GIA5 I I I I ❑ I I CORNER TIE �' NO R S - I y 2 12 II'-0" PL HT. 2.-0" I I a I� q 2'-0" w 1 510EWALL ABOVE LOWER `" — 12 12 OH i I III OH. ROOF 10.53 110.53 OH. A 10'-0" PL HT. I m ° II'-0011 PL HT. — 9'-O" FRONT GARAGE I g_5 + 12" HER HT. I I I z ui WALL PL HT. ABOVE ' o o — O" o� FIR5TFLOOR �-I - - ==— - - - - - ==— - -J-J Z 0 o m •. N O O w w TRU55 RI06E W/VENT I u ❑ -TE L EXTERIOR WALL L� _ UNIT 4 2 , C 2 HR 5EPERATION UNIT 41 U ROOF WEAVE DETAIL 3 AREA OF ONE ROOF WALL PER #336 BUILT OVER ANOTHER A 5EE DETAIL I/FW-2 0 Toy SLAT HIP MODEL B-2 (MAGNOLIA) B2_5 MODEL B- 1 (INKBERRY) ❑ ��� DETAILB2 -4GONNEGTION2 -4NENOT TO SCALE JO NUMBER C UTTERS I LEADER5 I N5TALL I GE AND NOTE R: 2016023 ALL GUTTERS LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 41 UNIT 4 2 DUET BLUSTER W WATER SHIELD PER u � SHEET NUMBER MIN. GAUGE, 6UTTER5 5HALL BE 5" SEAMLE55, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 W/ 12 MIN. HEEL ROOF PLAN = MANUFACTURE'S ROOF TRU55E5 ® 24 O.G. HEIGHT5 (U.O.N.) @ 24 O.G. RELATED 4 REQUIRED AGGE550RIE5. LEADER5 5HALL BE MIN. ROOF TRUSSES ® 24 O.G. SPECIFICATIONS TO DE5IGNED BY TRU55 ENGINEER DE516NED BY TRU55 1/411=11-011 (MODEL B- 1 ) (MODEL B- 2 ) ROOF PLAN Z 2`0", .021" GAUGE W/ CLIPS 8 ANCHORS. CAULK SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER JOINTS. PITCH 6UTTER5 MIN. 1/57FT. PROVIDE P.Y.G. REGEPTORS c/ WARRANTY ENGINEER F/5S„ ABOVE GRADE TO RECEIVE LEADER5 (CL05ED GAP DE51GN). w B2 � 4 ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I • DESIGN �����l�Y �®o ���� 2020 NYSBG SECTION lObb-EXCEPTION 4: 48"MIN 48" MIN (q ^ , 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 SEGURE ROOF 5HEATHIN6 TO G-RUNNER TRACK Z cwc ,, AT UNDERSIDE ROOF 5HEATHIN6 IF FIRE RETARDANT TREATED 2020 NYSBG SEGTION 2"G-RUNE RUNNER TRAGK2"-GAULK FOR OPTION#I L•�"1 WALL RATING - 2 HR. SHEATHING 15 INSTALLED FOR A DISTANCE OF 4'-0" ON BOTH 51DE5 CL 106.6-EXGEPTION 4: SMOKE T16HT JOINT OVER W � OF 2 HOUR FIRE RATED RE515TMGE WALL A55EMBLY 2 HOUR FIRE RATED RE515TANGE D8 FINISH RATING - 120 MIN. 1 � WALL A55EMBLY MAY TERMINATE AT METAL EDGE FLA5HIN6 OPTION#2 O 4--JSTC RATING - 61 (SEE ITEM �� 48 4P> THE UNDERSIDE OF ROOF NON-RATED 0 �. 1 C) 5HEATHIN6 PROVIDED THE ROOF 15 SEGURE WALT-SHEATHING TO V PROTECTED WITH 5/8'TYPE 'X" G-RUNNER TRACK TYPICAL ROOFING ZO �I 1 - U 6YP5UM BOARD DIRECTLY BENEATH ��TRU55 W �o'n EXXTHE UNDERSIDE OF ROOF SHEATHING '�""'� AND 15 SUPPORTED BY 2 LEDGERS D r ;.„� " RAKE BOARD-TVP _ _ _ U .«_r 'N? 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HOUR FIRE RATED RE515TANGE WALL U °' 2x4 LEDGERS W/ A55EMBLY EACH 51DE.MINIMUM OPTION I OPT.#2(IYPJ I }.-�y `. ,} yr,, t ✓ � I AI SPACE EA. 51D GLA55 B ROOF 5HIN6LE TO BE '= ; "�� =� ` �';�` 1 INSTALLED OPTION#2 z 2"x2'x2V LON6 _ ......_�a__L_ IL D63 U56 a SPACE .�j-'* '>•" � ` ��, . INSTALL�'TREATED PLYWOOD 5HTE,9WW X?M� N=Www� x �' BREAKAWAY ALUMINUM AfR FOR MIN 48 OUT, IF LOWER ROOF 15 fl) ' ,? '• GYP. BD. OR MINERAL LE55 THAN 30"BELOW HIGHER ROOF WOOL FIRE BLOGKI SHEATHINR6 TO TRU CONFIGURATION 3 I/2" ��-I�jjAT� TYPICAL ROOFING __-_ .063 U56 ALUMINUM Z ALUM ANGLE IP53 U x x xT Ii:1)TC)I'lRE FltO tib ARTA SE.111�.+�' ION 1k', �.. �; �}E:{dN3.�' ----------- -------- BREAKAWAY GLI _ ---._.,...•.......__. �-�.. ....-------....................._:._.•:._.�. �„ AIR SPADE DOUBLE H-STUD TRAGK I"AIR 5PAGE V AIR 5PAGE U . 41 SGREWED BAGK TO BAGK - + �. +5 ,t_�t "'*- (2)PIECES 6.P.T K I"FIREGUARD F- ~-'f TYPE 'X"SHAFTLINER, TER PROOF 1/2'GYP.BD t t t f 'ti :z ;t DOUBLE H-STUD TRACK SCREWED FILL I" CAVITY AT FLOORS AND BOARDS W/FIRE FINISH ON BO1N Z ------,;:� _ wriww__ww_. w..w-ww wwwww___,_,3. ..,.._.w _ _ �, __=,,_w-----_.�.....,.., �....... _� BACK TO BACK GEILIN6 W/6YP. BOARD OR MINERAL 51DE5 AND ED6E5 0 rT•V! i�• .. ........................... .........._�.._..__,__.... •r• T_.�..1. _........ ,.�,• . ., .�... ..:, •"'��"... � �f �;.�� '•. � WOOL FIRE BLOCKING 1,,/�f i 'f'�y 4 ^.f3i;•,-�.:. 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RIM JOIST PER FLR J015T MANJF. # SCREWED - RUN CONTINJOU5 BETWEEN -',rF --- J0I5T5 PER PLAN FILL I"GAVITY AT FLOORS AND GEILIN6 W/ �F�5 20 OW FIRE RATED RB15 ANCEEHALLNA55EMBLY MAY .� �.' iURA' "1Cr E. PLATES AT EXTERIOR °` 6YP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT ~� Z WALL w`;: ::- (2) 2x4 P.T.SILL PLATE BLOCKING Db3 U56 ALUMINUM TREATED 5HEATHIN6 15 INSTALLED FOR A 015TMGE OF 4'-0"ON >•. 1: POS ID 1{, ')1:tk i'R4:} q 1fTFEtR:`sIEk}� BREAKAWAY CLIPS E WALL A55EMBLY ti+ + ..............._............... ..............•....._.......v.•n«......._.... ..:. ,. 11 BOTH SIDES OF 2 HOUR FIRE RATED RESISTANG ^ w �_4 14 (R-13)CL05ED DELL SPRAY FOAM INSUL '1• d) ANCHOR BOLTS (14 LONG + OPTION#2 W AIR SPACE � ��� iy,t AIR SPACE � �„� i-„• -----_ A CI{ $Pf�C ALONG IN51DE FACE OF END.WALLS-FULL HT : ' d ,.'`< n � " ) 2020 NY56G SEGTION 106.6-EXCEPTION 4: � a 3 HOOK 8 MIN EMBEDMENT OR 1 OR DRAPED BLANKET INSULATION 3" "x " 2 HR FIRE RESISTANCE RATED RES15TAZE WALL A55EMBLY MAY TERMINATE AT s L_ n � „__ .;• t..Lam- ':;. a THE UNDERSIDE of ROOF NON-RATED SHEATHIN6 PROVIDED THE ROOF m ____ �... ' ,_..«. s �..Y.- z: ADHESIVE ANCHORS W/ � ' Js' 7'i1 ,4` (1) 4 HORIZ.REBAR ° e ;; PL ® 24 0/G. / DIRECTLY BENEATH I �•+ �;,,� �', �`• •'`� { 15 PROiT=DYED WITH 5 8'TYPE 'X"GYPSUM BOARD ❑ ' � �► ! RATED WALL ASSEMBLY DETAIL UNDERSIDE OF ROOF SHEATHII AND IS SUPPORTm BY 2 w p :�i i , , I #4 HORIZ.REBAR® MID BASEMENT �( 6 FOR A MINIMUM I`�``•' ;`;: 3 i ' •; '� ` () LEDGERS ATTACHED TO THE 51DE5 OF ROOF FRAMIN i:. ,�1, \'~ ; .r.. *..1,� : t f f 'f'+i� i *�'�� ��Z �' +• :r r'-� '� HEIGHT OF WALL STORY ;: 4 .. ti OF 015TANGE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR FIRE RATED Z % ``;' '*''`'''' ° SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 L a "t �, -•{*t N.T.S. RE515TANGE WALL A55EMBLY.ALLOW NO OPENINGS IN ROOF WITHIN f '`' �• ii . ' ;.'. ' r� %• 1 ,� 4'-0"OF 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY EACH c , 12 FOUNDATION WALL ON 24 xl2 TYPICAL BASEMENT 5LA6 510E.MINIMUM GLA55 B ROOF 5HIN6LE TO BE INSTALLED. v P.G. FOOTING #4'P.G.SLAB(MIN.2500 P51 d LONG) ,;: ��;�,:�.i l `-•., ,z`L .... _ l : .. ,� �...... I ', '• �:.• s ���. STG Rr4Tl NG Q • v ° AOb MIL POLYET}E1 ENE }•--^ L _�; i 4 VAPOR BARRIER OPTION#1 -� ` "`u- 'J'ti•• t `• ? ' `'`r,> 2020 NYSBG SECTION 106.6-EXCEPTION 4: ~ TAMP t FILL TO 95�DENSITY U%BROCHURE 5A100 (FIRE RE515TANT `+ ,'.r - r .+, ; - �..� c ,. w , +\ ► + ; 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE AT F- ,•+ �'�; , s, i ;'S: -+•, €1 i ;�,�.' l '? _ --t i ° d A A55EMBLIES) OPTION#2 Z V '1;• r,+ =f ��- - ' ' ° ° PAGE 22 (AREA SEPARATION WALL UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHIN6 W ^ 15 INSTALLED FOR A DISTANCE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR \ `•.: ; p . ,, + '�: 2 HOUR FIRE RATED RE515TANGE WALL 2020 NYSBG SECTION Lobb-EXCEPTION 4: " l`,_w =:�\ .x., a 5YS1�M5) FIRE RATED RESISTANCE WALL A55EMBLY A55EMBLY MAY TERMINATE AT THE 0 44 _ TEST#UL DE5 U341 UNDERSIDE OF ROOF NON-RATED UO 4bil 48" SHEATHING PROVIDED THE ROOF 15 HORIZONTAL #4 d ° ACOUSTIGAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/8'TYPE 'X'6YP5UM O a ° TEST#RAL-TL-5b-350 BOARD DIRECTLY BENEATH THE BASED ON 2x4 FRAME WITH MIN. 3" UNDERSIDE OF ROOF SHEATHING AND 15 -Exx Ix MINERAL WOOL BATT AT EACH SIDEXA SUPPORTED BY 2'LED6ER5 ATTACHED TO SEPARATION WALL: (Max Height - 66 ft) SECTION 1206.3 OF 2020 NY56C- WALLS, THE 51DE5 OF ROOF FRAMING FOR A 2 HR FIRE RESISTANCE PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN MINIMUM OF D15TANGE OF 4-0 ON BOTH I. Floor, Intermediate or Top Wall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 gals Steel, secured with suitable A55EMBLIES SEPARATIN6 DWELLING G U K FOR SMOKE TI OPTICN #2 51DE5 OF 2 HOUR FIRE RATED RBI5TANGE RATED WALL ASSEMBLY DETAIL WALL AITEMBLY.ALLOW NO OPENINGS IN fasteners Spaced 24 in. OG. I UNITS FROM EACH OTHER OR FROM JOINT T OVER ROOF WITHIN 4'-0"of 2 HOUR FIRE RATED 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 alv steel having "H" -shaped flan ed spaced 24 in. OG; overall depth 2 in. and PUBLIG OR SERVIGE AREAS SHALL HAVE TUDS CONTINUED To IDE ROOF 55E5® 24"O.G. RE515TANGE WALL A55EMBLY EACH 510E. g p g p p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 A 5TG OF 50 OR MORE. MINIMUM GLA55 B ROOF SHINGLE TO BE - - r F SHEATHING r` ti CO flange width 1-3/5 in. INSTALLED. co o r Lq 3. Sum Board* -- Two laler5 of I in. thick Sum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; o N N M Gyp � gyp p pp g p PROVIDED 5TG=60 1" AI SPADE EA. SID Ci 11: " into "H" -shaped studs. TEST#RAL-TL-88-350; STC = 60 G6G ING -- Type 5LX. TYPIGAL FRAME WALLS (2) PIEGES G.P.TOUGHROGK 1" UNITED STATES GYPSUM GO -- Type 5LX FIREGUARD TYPE "X"SHAFTLINER, GYP. BD. OR MINERAL U56 MEXI GO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS w/ WOOL F I RE BLOCK I g WINDOW FIBERC-LA55 FIN15H ON 80TH 51DE5 CID a. PROTECTED WALL: (Bearin or Nonbearing Wall) AND ED6E5 ALUM ANASW IC�LE IP5P6 OR 3 U 0 a g o 0 o F 2 o Z W Z!y 12 HOUR FIRE RATED RE515TMGE AIR 5PAGE U) co � a (0 W a. < ~ 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs Gross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK J W a N separation between wood framing and fire separation wall. SCREWED BACK TO BACK w °� °� 4A. 5teel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Wall Rating - Corrosion protected steel studs, min No. 20 M56 2020Nr5ec•to63 EMZONTALGON WITY, DOUBLE H-STUD TRACK SGREWED FILL I" CAVITY AT FLOORS AND N (0.032Q 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) F�EXTERIRE OR LL T%IAL EXTERIOR �0N1 BACK To BACK GEILIN6 W/6YP. BOARD OR MINERAL ExrBZIOR wAI L ro ExrioR wA�l WOOL FIRE BLOGKIN6 N primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the De51gn of Gold-Formed Steel W UNRATED I' AIR 5PAGE Structural Members b the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall a55embl including2" H-STUD TRACK STG RATING wlNDow the axial design loadofthe studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all 2020 NYSBG SEGTION-106.5 (2) PIECES G.P. TOU6HROGK I" U56 BROCHURE 5A100 (FIRE RE515TANT F--� EXCEPTION #2 FIREGUARD TYPE 'X" SHAFTLINER 2x4 P.T. SILL PLATS H applicable local code agencies. The max stud spacing of wall assemblie,5 shall not exceed 24 in. OG. Studs attached to floor and Ceiling WATER PROOF BOARDS W/ ASSEMBLIES) Z UNSPRINKLERED BUILDINGS: 6ARA6E PAGE 22 (AREA SEPARATION WALL W tracks with 1/2 in. long Type 5-12 steel Screws on both sides of studs or by welded or bolted Connections designed in accordance with the FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON BOTH 51DE5 2 0 2020 NY556 SEGTION 106.5 AND ED6E5 5Y5TEM5) a 0 A151 specifications. Top and bottom tracks shall Con515t of steel members, min No. 20 M56 (0.032Q in., min bare metal thickness) Steel or min SHEATHIN6 TO EXTEND 4'-0" ON UNEXGAVATED TYPICAL TEST#UL DE5 U341 } No. 20 656 (0.036 in. thick) galy steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound structural connection between BOTH 51DE5 OF 2 HOUR FIRE EXCEPTION #3 GARAGE SLAB W m steel Studs, and to adjacent assemblies such as a floor, coiling, and/or other walls. Attached to floor and ceilin assemblies with steel RATED RE515TANGE WALL BUILDINGS EQUIPPED W/NFPA 13 OR "4'P.G.SLAB(MIN.3500 PSI GONG) W °w ° REINFORCED WITH 6x6,IOAO W.KM. ACOUSTICAL PERFORMANCE = STG 60 � Q Y g A55EMBLY AND OFFSET WALL NEPA 13R SPRINKLER: v iu fasteners spaced not greater than 24 in. O.G. Studs cro55-braced with stud framing at midheight where nece55ary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. FIRE RETARDANT TREATED SHEATHING aI I a 'TAMP E FILL T095�DENSITY TEST#RAL-n-B&350 W w 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for 5teel Studs. AT 2 HOUR FIRE RATED RE515TANGE (1) #4 HowZ.REBAR ° #TLOPE�66ARRA 2" BASIED ON 2x4 MINERAL WOOL FRAME AT ITH MIN. 5 DE Z U P g P 4B 5teel 5tud5 -- As an alternate to Items 4 and 4A for use in Configuration B only, not shown) -- For Nonbeorin Wall Rating Ghannel 2 HR FIRE RESISTANCE HEIGHT A55EMBLY END E WIDE xFULL - t5 g y, g g - ° d SECTION 1206.3 OF 2020 NYSBG- WALLS, � HEIGHT OF 2 HOUR FIRE RATED I' � W 11 shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 RE515TANGE WALL A55EMBLY a l� PARTITIONS AND FLOOR/GEILIN6 W in. OG. Studs to be cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 RATED WALL ASSEMBLY DETAIL 2 A55EMBLIE5 SEPARATING DwEH IN6 UNITS .- corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fa5tener5 24 in. OG FROM EACH OTHER OR FROM PUBLIC OR ❑ max. 5tud5 Gro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and N.T.S. OFF-SET EXTERIOR WALLS F1"D OERM RE AREAS SHALL HAVE A 5TG OF 50 a OR MORE. iu _ area separation wall. Finish rating has not been evaluated for Steel 5tud5. (I)#4 HORIz.REBAR® MID ° . . 5. Gypsum Board -- Glassified or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to TYPICAL FRAME WALL 2 HOUR FIRE RATED HEIGHT OF WALL STORY ° a i"N ANCHOR BOLTS(14" i�R01lID�D STG=60 m RE515TANGE WALL A55EMBLY studs with 1-1/4 in. long steel drywall nails spaced S in. OG. Vertical ,joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,b' MIN � � u; Joint compound. Nail heads covered with joint compound. SHOWN HATCHED EMBEDMENT) OR ADHE51VE Z g 6 ° NOTE: UL #33b EXCEEDS CURRENT FIRE CODE 0 o o to 6. Attachment Clips -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GlipS secured with Type 5 Screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"A2" ANCHORS W/3"X3"x ° STANDARDS AND REDUCES SOUND TRANSFER v� y _ WASHER PL 0 24" 0/G. y ........ "H11 studs and with Type W Screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS LU -� \`�` ?�o,� 6A. Glipplacement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS v Studs. p y�V 5 6B. Glip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area - _ _ `' m below requires clips spaced a max 5 ft OG verticall between wood framing and "H11 studs. - _ - - ° w cn q P P y g 6G. Glip placement (Item 6) for separation walls up to 66 ft high: Space clips as described in Item 6A for upper 24 ft. Space clips as - HORIZONTAL #4 a - ° co e :m described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 In. OG vertically �o between wood framing and "H" studs. 8" UNRATED SIDING (TVP) a d ❑ NEWYO� -1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4'-0" MIN. 4'-0" MIN. 2020 NYSBG SECTION 106.5 EXCEPTION #3 ° . .. . . .. .. IOd nails spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 BUILDINGS EQUIPPED W/NEPA 13 OR NEPA 13 SPRINKLER: r6l BER in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. Studs. The wall partition wood studs are to be FIRE RETARDANT TREATED SHEATHIN6 AT 2 HOUR FIRE RATED 2020 NYSBG SECTION 106.5 EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 41 framed with a second 2 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall UNSPRINKLERED BUILDINGS: Ili 6 0 2 3 by g p y g RE515TANGE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHIN6 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. 2 HR FIRE RESISTANCE ON L A55EMBLY OF 2 HOUR FIRE RATED RE515TANGE RATED WALL ASSEMBLY DETAIL 5 (MODEL B' � ) Q SHEET NUMBER WALL A55EMBLY *Bearing the UL GlosSification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI"� Z d RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336• 42 (MODEL B- 2) � _ Last Updated on 2010-10-21 N.T.S. AT FLUSH GONOI-ION F1"� 2 TEST#RAL-TL-88-350; STC = 60 W . COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED