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HomeMy WebLinkAbout43965-Z Q�gOFOtIrcaG Town of Southold 3/15/2021 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41871 Date: 3/14/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 29 Sweet Meadow Ct Unit 63, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/19/2019 pursuant to which Building Permit No. 43965 dated 7/15/2019 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 ap 1p ied for. (Unit 63) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0117 9/24/2020 ELECTRICAL CERTIFICATE NO. 43965 3/2/2021 PLUMBERS CERTIFICATION DATED 3/1/2021 All &uqVlk P Bing Con ctros Inc 0 Signature =jfat/( TOWN OF SOUTHOLD y4�o�SUFFO(,� N BUILDING DEPARTMENT •• a 0 ' TOWN CLERK'S OFFICE 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#: 43965 Date: 7/15/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#63, D model) At premises located at: 29 Sweet Meadow Ct Unit 63, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-31 Pursuant to application dated 6/19/2019 and approved by the Building Inspector. To expire on 1/13/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,876.80 CO -NEW DWELLING $50.00 Total: $1,926.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: g 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: I. 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 I. 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 $15.00 Date. �q New Construction: Old or Pre-existing Building: check o e !Location of Property: Building: ( ) House No. Street Hamlet Owner or Owners of Property: b(►'Yl0 e/ Suffolk County Tax Map No 1000, Section 0,X . Block 01 ' Lot bd�n Com. 6-<-- (N7 4 6 Filed Map. Lot: Permit N . 5 Date of Permit. _ Applicant:. Health Dept. Approval:_ P.Q °� � !� � Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate Final Certificate: c one) Fee Submitted:$ -- EP Appl ant ignatu CONSENT TO INSPECTION n Owner the undersigned,do(es)her (s)Name(s) hereby state; That the undersigned (is)(are)the owner(s)of the premises i e T w of Southold,located at'f)- which is hown and designated onow the Suffolk County Tax astri as Di ' Section �,� o O Block�_,Lot P ct 1000, That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Building Ins pe tors Office four the f Ilowing, That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: l ( i aiw &I � r nt Na e) `4 (Signature) (Print Name) pF SO!/r�„®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 G @ sean.deviin(cD-town.southold.ny.us .t` � �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 29 Sweet Meadow Ct Unit 63 city.Cutchogue st: NY zip: 11935 Budding Permit# 43965 Section 102.1 Block: 1 Lot: 31 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 37 Ceiling Fixtures 18 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 39 CO2 Detectors Sub Panel A/C Blowerd Range Recpt GaS Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 4Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment, Fridge, Gas Oven, DW, Micro, W/D Notes: New One Story House March 2, 2021 Inspector Signature: r Date: S Devlin-Cert Electrical Compliance Form.xls ,S U y 4� Town Hall Annex >' Telephone(631)765-1802 54375 Main Road Q 'Fax(631)765-9502 P,O.Box 1179 , Southold,NY 11971-0959 '��rzLcxi� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIO Date: Building Permit No. ®caner: Q�,rn() (Please print) Plumber: t 1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%o 'lead. lumbers ignature) Sworn to before me this day of NOACA 0_�J_ ANNA FIORITA Notary Public,State of New York Reg.No.0IF16368364 Qualified in Suffolk County Commission Expireso�-t Notary Public, — /C County J / Of so f # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ I-F NDATION 1ST [ ] ROUGH PL13G. OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f+C/ DATE INSPECTOR (1Jn� SOF SOUly t' `\A-4e f TOWN:OF SOUTHI BUILDING DEPT. cou765-1802 '1• NSIP"E• 7RO91UGKB-M ION [ ] FOUNDATION 1ST [ [ OUNDATION 2ND [ ]" INSULATION/CAULKING ] [ RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE-SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: " �040/ 4 48NO �ojcvk DATE ,INSPECTOR %A*W 3 O��OF SOGIyp� / 6 V -2,1 - ti # TOWN OF SOUTHOLD BUILDING DEPT.M. 765-1802 / w ' INSPECTION [ ] FOUNDATION 1ST [ ] ,ROUGH PLSG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: IL DATE I INSPECTOR _ qm" SOF SO(/T -- # # TOWN-'OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [. INSULATION/CAULKING " [ ] AMING/STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: as h u/ 'si lG� D DATE INSPECTOR Of SOUlHp H (O # # TOWN OF SOUTHOLD BUILDING-DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ °] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O _ REMARKS: . ao� D DATE INSPECTOR csnb�- oF soulyo6 * TOWN OF SOUTHOLD BUILDING DEPT. , �`y�ou►m��' 765-1802 = INSPECTION [ fi] FOUNDATION 1ST [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ YdSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ `],,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: bm:L400 � t✓�o - t DATE 201^le INSPECTOR '�� �, ��. :; ::�r4N: �°�,�x t .�=t;•,�-..,��,:: =- �. �.,;�;,,._�� I GRC(I ARCHITECTURE AC ' r,� a^';Jt`• =•,w%'"i�;t z'=s'.'S`;•'s "-il;;-.•a;'�=-?"-��•4•�'` _ P--,r;1' .r.� ;}3 3750 EXPREss DRIVE .SOUTH � y G '-4 �C x-F' -�,J'f3=•i- Ste-tial-.-. :,..�h 4 SUITE 202 NDIAF, Isl�,� , NY 71749 W W W.GRCHARCHITECTURE.COM 639)864-3395 f2:s--n-,..,r., :' "�"'-``:.:i,Sr-wr,:i...rru...."'...^4, '?1.:.vtiv...-.. - ..`..,_'.ate..y..�..-may 5v.�"F.�x i-ra S.+:�'_'w .._-�.r .sY...._ _ -.*'_ ....s ..._ .r -r,..•..,. ...,_. n.,':: 95 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn, Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation producers noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Yorlc State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. .z Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450, Provided/ Installed:"Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM $ . espectfu,lly submi ed, �o5SR C/Y Glen Cherve �i IA, Li AP c' r�►� ; Principal f 023881) 0� T�OF NE�� GRCH ARCHITECTURE PC 3750 EXPRESS (DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WW W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 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 63 - Permit#43965 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. spectfully bmitted, ��RED ARC �\CO CgERT cQ y X Ao Glen rveny, AIA, LEED AP Prin I 9T�OF NE��o Home Energy- iCertificate Property HERS Unit 63 Model D-Linden Rating Type: Confirmed Certified Energy Rater: Robert B Delfino Harvest Pointe Rating Date: 2021-02-26 Rating Number: 4054 29 Sweet Meadow Ct Registry ID: 902241099 Cutchogue, NY 11935 - Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 47.7 $991 62% General Information I Cooling 0.9 $45 3% Conditioned Area 3200 sq. ft. House Type Townhouse, end unit Hot Water 10.4 $183 11% Conditioned Volume 27005 cubic ft. Foundation Conditioned basement Lights/Appliances 22.6 $363 23% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 81.6 $1599 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 25.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 120 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-38.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 1147 Clg: 1147 CFM50 Foundation Walls R-13.0 Method Blower door TITLE 1147 ACH50 X 60 = 68,820 / 27005ft3 = 2.54ACH50 Company Lights and Appliance Features Address Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric City, State, Zip Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric Phone# Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.62 Fax# Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 /h ` Certified Energy Rater: (/ Gi,�, REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 29 Sweet Meadow Ct City: Cutchogue Builder Name: Rimor Development, LLC Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Condition (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-02-26 Outdoors Temp During Test: 33 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No z Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: eating System= Primary: ,Yes❑✓ No❑. Type: Furnace I r l Boiler❑Heat Pump[]_Other❑ i a Venting Tyne s Drat . S in Mase Sin lla�e C0- CO E tcien Fuel Tyne Crrcle,T e - - ascal orkCase , atural (Worst Case atural Ratin2:95 N❑✓ P❑O❑E❑ N❑SME SE N/A Pa Pass❑✓ Fai10 PassOFail❑ N/APPM N/A PPM Yes ❑✓ Tie: Standard Tank ✓❑.Indirect Tankless F-1 Size: 75.0 Style Common Vent❑ Water'Heater .LL Primary: No Instantaneous Commercial See Note 5 below (Gallons 4 n ❑ ( ) ) Stand Alone ❑✓ s 2, Ven_dgg�Tyne t s Dra . S in llage 'Snillaze(Natural) CO. CO E tcien FuelType (Circle Type)_ (Pascal) (Worse Case) - (Worse-Case); (Natural) EF:0.69 NOP❑OaE❑ N❑M❑✓ S❑ /A Pa Pass[Z]Fail❑ PassE]Fail❑ N/APPM N/A PPM Oven' Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM r Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Robert B. Delfino Rater Number: 2652967 Rater Signature: I Date: 2021-02-26 i•;r �S 1% F eK F rye F . . .JS �_kti ♦ _�. a �, t 101 - i , �3 A 144 j y ��t F rf Y'y 4 � x yy �ks Y4� s7 ts� Y� ;r .<. ^ ------ F i t p S �-�39�� C U� ��cKIcI I�w Project Summa Job: oats: oe c,tnh zoos RR, cEs.uc Entire House By: Michael Caruso -�-P-a. Energy Testing Services, LLC, 1648 Locust Ave Unit A,Bohemia,NY 11716 Phone 631-244-2627 Email mcamso@energytestingservices com Web www energytestingsemices corn Project • • For: Hanest Pointe 29 Sweetmeadow Ct,Cutchogue,NY Notes: 11935 Model D,Unit63 �esiqn Information Weather. Islip,Long Isl.MacArthur AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 15 °F Outside db 86 'F Inside db 68 °F Inside db 75 'F Design TD 53 °F Design TD 11 °F Dailyrange M Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 26747 Stuh Structure 14756 Btuh Ducts 0 Btuh Ducts 0 Btuh Central%ent(0cfm) 0 Btuh Ce ntra I%en t(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26747 Btuh Use manufacturer's data n Rate/swing multiplier 091 Infiltration Equipment sensible load 13428 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1201 Btuh Central%ent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 3622 3622 Equipmentlatentload 1201 Btuh Volume(ft") 22830 22830 Air changes/hour 028 0.15 Equipment Total Load(Sen+Lat) 14629 Btuh Equiv AW(cfi7i) 107 57 Req.total capacityat0.70SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE96 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 96 AFUE Efficiency 12.8 EER,16 SEER Heating input 28125 Btuh Sensible cooling 13428 Btuh Heating output 27000 Btuh Latent cooling 5755 Btuh Temperature rise 39 'F Total cooling 19183 Btuh Actual airflow 639 cfm Actual airflow 639 cfm Air flow factor 0.024 cfm/Stuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.92 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ 41 wrightsoEt' 5.57 Right-SuiteO Universal 201919 0,12 RSU28202 2019-Deo-120 Fa e 1 .�CA Model D Unn 63 29 Sweetmeadow Ct Cutchogue mp Calc=MJ8 Front Door faces E 9 Duct System Summary Job: Date: Dec,12th 2019 6°•- Entire House By: Michael Caruso Energy Testing Services,LLC. 1648 Locust Ave Unit A,Bohemia,NY 11716 Phone 631-244-2627 Email mcamso@energyteshngservices com Web www energytesbngserwces com Project • • For. Haniest Pointe 29 Sweetmeadow Ct,Cutchogue,NY 11935 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 In H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/retumavailable pressure 0.148/0.042 In H2O 0.148/0.042 in H2O Lowest friction rate 0.045 in/100ft 0.045 in/100ft Actual airflow 639 cfm 639 cfm Total effective length(TEL) 420 ft SupplyDetail Table Design Htg Clg Design Diam HxW Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (In) Mbtl Ln(ft) Ln(ft) Trunk Basement-A h 8363 200 64 0.067 82 12x 6 Sh M 11.0 210.0 st3 Bath h 501 12 7 0.056 3.0 12x4 ShM 27.0 240.0 st3B Bed h 3228 77 70 0.057 5.9 12x4 ShM 40.0 220.0 st3A Dining Area c 1852 48 80 0.063 5.9 12X4 ShM 37.0 200.0 st2 Great Room c 1870 45 81 0.061 6.0 12x 4 ShM 24.0 220.0 st2 Great Room-A c 1870 45 81 0.062 5.9 12x4 ShM 20.0 220.0 st3 Hall c 105 3 5 0068 2.0 12x4 ShM 19.0 200.0 st3 kitchen c 1250 25 54 0.061 5.1 12X4 ShM 22.5 220.0 st2A Laundry/Pantry C 902 28 39 0.063 4.5 12X4 ShM 24.5 210.0 st2 Master Bath h 1019 24 14 0 045 4.0 12x 4 ShM 27.5 3000 st3C Master Bedroom c 1612 61 70 0.053 58 12X4 ShM 480 230.0 st3A Master Bedroom-A c 1612 61 70 0.052 58 12x 4 ShM 47.5 2400 st3B WIG h 423 10 5 0.053 28 12x4 ShM 31.5 250.0 st3B SupplyDetail Table Trunk Htg Clg Design Veloc Diam H xW Duct Name Type (cfm) (cfm) FR (fpm) (In) (in) Matenal Trunk st2 PeakAVF 146 254 0.061 509 9.1 12 x 6 ShtlMI st1 st2A PeakAVF 25 54 0.061 162 5.1 12 x 4 Shfttl st2 st3C PeakAVF 24 14 0.045 73 4.0 12 x 4 ShtNbtl st38 st36 PeakAVF 107 95 0.045 322 7.0 12 x 4 Shtkbtl st3A st3A PeakAVF 246 235 0.045 368 9.6 12 x 8 ShtMetl st3 st3 Peak AVF 493 385 0.045 538 12A 12 x 11 ShtMetl st1 st1 PeakAVF 639 639 0.045 548 13.7 12 x 14 ShtWtl Bo Id/italic values in ave b een manu ally overrid den wrightsoft• 2019-Dec-12085557 ��. .,,,.., .r�,.•,�, Rig htSutterd Universal 201919 012 RSU28202 Page 1 SICCA Model D Unit 63 29 Sweetmeadow Ct Cutchogue mp Calc=MJ8 Front Door faces*E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H xW Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (In) Opening(in) Nbtl Trunk rb1 12x 25 639 639 92.0 0.045 548 13.7 12x 14 Sh M 40-wright5®fC" 2019-Dec-12 08 55 57 Right-Su Be®Universal 2019 19 0 12 RSU28202 Paget RCCA.Model D Unit 63 29 Sweetmeadow Ct Cutchogue nip Calc=MJ8 Front Door faces E Manual S Compliance Report Job: NeTB Date: De c,12th 2019 ncrs.uc �•F--� Entire House By: MlchaelCaruso Energy Testing Services,LLC. 1648 Locust Ave Unit A,Bohemia,NY 11716 Phone 631-2442627 Email mcerusa@energytesbngserwces com Web www energytestingservlces cam Project • • For: Harvest Pointe 29 Sweetmeadow Ct,Cutchogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 86.0°F Sensiblegain: 14756 Btuh Entering toll DB: 75.0°F Outdoor design WB: 72.0°F Latent gain• 1201 Btuh Entering coil WB: 62.5'F Indoor design DB: 75.0°F Total gain 15957 Btuh Indoor RH: 50% Estimated airflow- 639 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Generic Nbdel: SEER 16.0 Actual airflow: 639 cfm Sensible capacity. 13428 Btuh 91%ofload Latent capacity. 5755 Btuh 479%of load Total capacity. 19183 Btuh 120%ofload SHR- 70% Heating Equipment Design Conditions Outdoordesign DB: 15.0°F Heat loss: 26747 Btuh Entering coil DB: 68.0°F Indoor design DB: 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas furnace Manufacturer. Generic Nbdei: AFUE96 Actual airflow: 639 cfm Output capacity. 27000 Btuh 101%ofload Temp.rise: 50 °F Meets all requirements ofACCAManual S. �. "�"wrightsoft' 5 57 RlghtSulte®Universal 2019 19 0 12 RSU28202 2019-Oeo-120 Pa9e 1 / ++CA Model D Unit 63 29 Sweetmeadow Ct Cutchogue rup Calc=MJ8 Front Door faces E A f Residential Examiner - FormForm AC System Design (Loads, Equipment, Ducts) 15 Mar 09 afcmxaagtava7h d1Vta Header Information Contractor Energy Testing Services,LLC. REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J7 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license: or WIAEForne(and supporting worksheets)- Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Buckling plan M Manual D Friction Rate Worksheet* Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 29 Sweetmeadow Ct,Entire House HVAC •.D CALCULATION(IRC M1.0 Designsdnditions Building-c-onstruction Informatiop Winter Design Conditions Building Outdoor temperature: 15 °F Orientation• Front Door faces East Indoor temperature: 68 ^F North,East,West South,Northeast,Northwest,Southeast,Southwest Total heat loss 26747 Btuh Number of bedrooms: 2 Conditioned floor area* 3622 fP Summer Design Conditions Number of occupants: 0 Outdoor temperature* 86 °F Indoor temperature- 75 °F Windows R1-- Grains difference: 31 gr/lb@50%RH Eave overhang depth 1,0 ft Sensible heat gain: 16215 Btuh Internal shade: bends Latent heat gam 1319 Btuh Blinds,d2pes,etc ondcw Total heat gain- 17535 Btuh Number of skylights 0 HVAC EQUIPMENT • 41 Heatilag_Equipment Data Cooling EauipmenMata Blower Data E�utpmenttype Gas furnace Egwpmenttype SpIRAC Heating cfmr 639 umace,Heat pump,Boger,etc. AirMidoneNwat pump,etc. Cooling cfrrr 639 Model Generic Model Generic Static prratessutemrne alstatic0p}�e�s0suin H20or estgn AFUE96 SEER 16.0+ airflow Heating outputcapaci 7000 Btuh Total cooling capacity 0 Btuh Heat pumps-wpaG at Wnter design ou oorconditions Sensible cooling capacity 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION •1 Design airflow: 689 cfm Longest supply duct 328 ft Duct Materials Used Equipment design ESP: 050 in H2O Longest return duct: 92 ft Trunk duct Sheet metal Total device pressure losses: _0,3 in H2O Total effective length(TEL) 420 ft Available static pressure(ASP):0,19 in H2O Friction rate: Friction Rate-ASP+(TEL.X9)((1�((1�d�5 cn/100ft Branch duct Sheet metal i declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on . subject Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. `Home qualtf ies for M11AEForm based on Abridged Edition Checklist .%nir�ri.g~ o RlghtSuite®Universal 201919 012 RSU28202 N 4x12 4 c 12 4x12 4x12 4x 2 rt 4 2 Ra¢awnt 4x12 x12 x12 6 1 x12 8x12 4x x12 14 12 6 x 12 200 din 4 12 4x12 14x12 4x12 4x12 .lob#: Energy Testing Services, LLC. Scale:1 :103 Performed by Michael Caruso for: Page 1 FlarlPblrfe 28 SweeVnadow Ct e1648 Locust Ave Uni t A R ghtSu lte®Universal 2019 ado Qutctngm.NY 11935 Bohemia,NY 11716 19 0 12 RSU28202 Phone,631-244-2627 2019-0eo-1208:56:58 www eneigytestmgservlcescom mcaruso@enetgyteshngservb .29 Sweetmeadow Ct Cutchogue to N 1ST FLR X70 cfm 70 cfm MaCIPl RIPdrnnm 0180 cfm 0181 cfm nintnn A— w Ir 10 cfm■ f5 cfm Hall Malar Rath Kitrhrn 24 cfm 54 cfm r m.t P—m Rath 1 12 cfm Iz 639 cfm Broan Exhaust X39 cfm Fan Model L150 I at 39 cfry,/Pant 60cfm Energy Star Continuous Use Timer 1e,ctm RrA 7 K177 cfm f;antna .lob#: Energy Testing Services, LLC. Scale:1 •103 Performed by Michael Caruso for: Page 2 Raetmeadow Ct a1648 Locust Ave Unit A W ghtSulte@Universal 2019 29 Sweetdo Cctrlogm,Nv 11935 Bohemia,NY 11716 19 0 12 RSLI28202 Phone:631-244-2627 2019-0eo-12 08 56 58 www energyteslingservicer oom mcatuso@energytestingservi, ..29 Sweetmeadow Ct Cutchogue.ru SCOTT A. RUSSELL o Su�foC� �, MICHAEL M. COLLINS, P.E. � Citi SUPERVISOR b ti v TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD " TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax 631)-765—9015 MICHAEL COLLINS(aTOWN SOUTHOLD NY US LJ 6 FEB - 5 2020 �� OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 23-26 & 63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) 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, A�'a &6' Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: , x::_ MAILING ADDRESS: Town Hall Annex ' ��� l�fii P.O.Box 1179 54375 State Route 25 ,a Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) "* ' '' Southold,NY _ Telephone:631765-1938 www.southoldtownny.gov COU PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 31, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 63-70 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 #63-70 of the above- referenced Residential Site Plan have been completed based on the site inspection made on January 23, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) 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. Fespectfully, P `k ,I � Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager MECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, /* Louis DeSantis President 20 Feldland Street, Bohemia, NY 11716,- (631) 563-1298 o Fax: (631) 563-2954 i FIELD INSPECTION REPORT PATE COMMENTS FOUNDATION(IST) -------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) COO O 4F 1 H ROUGH FRAMING& PLUMBING l l 0 UK wv IfB- INSULATION PER N.Y. STATE ENERGY CODE r� r tfar 16,J 6� FINAL ADDITIONAL COMMENTS nckn�Art'jn -JocA a� z i fn cm r � H O ®, Z I� r� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN MALL Board of Health SOUTHOLD;NY 11971_ - _- - 4 sets-of Building Plans TEL: (631)765-1902 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check- Septic Form N.Y.S.D.E.C. Trustees GO:Application 23 Flood Permit Examined - _r " ,20 75 Single&Separate Truss Identification Form - - ,JUN 1 9 2019 y Storm-Water Assessment;F6rm - Contact:� Approved_ - ;20 �"'"' .-,;,,+, ,- _ _ e '!"vr LlYlaiLto: Disapproved a/c TOWN OF SO if. 1CGt mo _ - Phone• 31 8-2 (,o7 Expiration 20 _ Spector APPLICATION-FOR BUILDING PERM- IT Date^ 20 INSTRUCTIONS a.This application-MUST be corhpletely_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;ofBuilding Permit. d. Upon approval of this application,the Building Inspector will 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-wdrk authorized has not commenced within'12 months after•the date of issuance or has not been completed-within 18 months from-such date.If no zoning-amendments-or-other regulations-affecting the property have.been-enacted in the interim,the Building--Inspector may,authorize,,in writing;the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS'HEREBYMADE*,to the Building Department for the-issuance-6f a Building'Perrriit pursuant-to the 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 inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) .o . - f- (Mailing a dress of applicant) c State whether applicant is owner, lessee,agent,architect,engineer,"general contractor,electrician,,plumber or_builder aC92NnPV Name of owner of premises LynQ 1&gdWm4LiJ �-� (As on the tax roll or latest deed) If applicant is a corporation;signature of duly authorized officer (Name and titld of corporate of icer) Builders License No. Plumbers License No. Electricians-License,No.-- - Other Trade's License--No. 1. Location of land on which pro s�l work will be done: � House Number Street =-H let County Tax-Map 146;1000_-Section°-_., �i� Block i . d Lot b t �C Subdivision U Filed Map No. Lot ' - 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy co-ndo — 2esided-taj 3. Nature of:work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ���D 0 �(Tdbe paid on filing this application) 5. If dwelling, number of dwelling u? its 41 �a Number of,dwellin'k." nits on each floorV If garage, number of cars 6. If business, commercial or mixed occupancy, specifAdfure'and extent of each type of use. 7. Dimensions of existing structures, ifany: Front i (ptl Rear 3� 'l.p ,l Depth 9 Height ' Number of Stories i Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 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 W,-' 13. Will lot be re-graded? YES %'** NO Will excess fill be removed from premises?YES V O R.vm6fa0,0-bo-4(:1()8 14. Names of Owner of preX��A a r ' q 4-ti�ddress CU V%'r4 1� Phone No lI_ 1&_ �(orl Name of Architect VAddress S Phone No UP 4-3 Name of Contractor ,&a wed q:S Of,1 ^e Address 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 REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS' 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 data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES ✓ NO -" IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O IL being duly swom, deposes and says that(s)he is the applicant (Name of.inM I signing contract)above named, (S)He is the A<�� (C tractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge belief; and that the work will be performed in the manner set forth in the application filed therewith. d Swo'n to before me this day of E SHERRY PIRONE ,STATE OF NEW YORK NOtan ub is ! ign r o A lJ ant F.egistration No. OlPI6388308 Qualified in Suffolk County s Commission Expires March 04, 2023 fFtok s �� � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD IJO Town Hall Annex- 54375 Main Road - PO Box 1179 `iO Southold, New York 11971-0959 Te1ephone (631) 765-1802 - FAX (631) 765-9502 roger.richertdntown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - -d Date: Company Name: kTk Name: License No.: D0 14 — email: o E d Address: 91d ll Phone No.: 1"41,6) A S'86 JOB SITE INFORMATION: (All Informatio Required) Name: v Address: i � Cross Street: i 1 jhnf L9 Phone No.: Bldg.Permit#: Lf°'Jemail: -hea4x d44- Tax Map District: 1000 Section: /Oc�e ® 1 Block: 1 . 00 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: oY / NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information, (All information re uired) S .1 Ph 3 Ph Size: � �' A # Meters Old Meter# New Servi Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.As SpFFOL�- BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrpsoutholdtownny.govsea ndPsoutholdtownny.gov APPLICATION FOR, ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email. Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: ] Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - 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 Request for Inspection Form As PERMIT# i A,dre s' r i I Switches Outlets I GFVJA - Surface Sconces H H's7 ��' I� �y� UC Lts Fans "l Fridge HW Exhaust Oven Dryer I V 1 i Smokes DW I Service ISO i Carbon Micro ` Generator Combo I' Cooktop Transfer AC AH Mini Special: j U q( Comments - �' C2� �� �� G 041 �SUFFO(�-C Town Hall Annex Telephone(631)765-1302 54375 Main Road i' < Fax(631)765-9502 P. O, Box 1179oo Southold, NY 11971-0959 '590.! �•� BUILDING ;DEPARTIAI NT NOTICES®F,UTILIZATI®N OF TRUSS:TYPE CONSTRUCTION PRE-ENGINEERED 9 001) CON RUCTION AND 0R:,TtM8'ER CONSTRUCTION Date: Owner: �i�® V-- LocA6.9•of Property: ((5 k Please to office that the�claeclt applicable=1ie�: i F {i MkI :p New c el c r;residen ,%tructure w ommerci •�•••.-• `addition to dtj'.�* ', _ fsng;cotnmerci,aLor residential struct�r��= ., �i�, to existirxg ait�ibercial or residentlt,structure to be constt'ci a 19r•perF6rtr"ietl_at5,the subj6 ':p�opertyreference, 'have wil-•u iI e (check ap 'cabeie): Trus ;ty_re construction (TT) - Pre-entj1n66.ej6d-,Wl.qod construction (PW) Timber consti $ii9m a: . in the following locations) (check°applicalIe.;liti �: Floor framing, including girders and beams (F) Roof framing (R) Floor and roof frami >_ ) . Signature: Name (person submitting Ahis for ), ? �J Capacity (check applicable line): IN I ; Owner Owner representative TrussReg15.docx Effective 1112015 i fOil i .n WX 1'JJr`~i..Si�. a-.y�•��"}r� '�� �...- 'tet. � + e �. . r���i��7>'-���• �yT�y'rr;'ilr''tS4, ���j�r�r�� �''�y` �i:sz`rirU • r c�S.y,7r 3 t + 1i. 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R� jT;y�� P�t1r C`t32 TA .�fa��;h` C �r+4 +' �'� 4.}' �S`>7''t• sW �i � �f���37�1y17��3'� ,�r}�E�'��'� 5y �� u a ,.'Y� :�'e ���a•wit ,+.,i��t ���+t;�vX�Ge�tl j i'iy T� ,t',tj "i'i` i t'• ^n wv p i,�r u'+'},� '..i� )f'! d s a „ 7rt?w,.+}.�.^•♦aEI.xB.G1'S:. t t R V, W ! Ill t I i I t f i; ; ; ICM:It 'f .. ....�, _ k ,..�. R,. t !s3 w ,r i �•__ - �a LA 111 1 r' 3 j a2 66 q .< SEE PLANS BY OTHERS I 131 FOR POOL DESIGN i ,r f� ,d a 39.22' NG PIPE SHALL-BE--15- -CPP W TH_ A'5E0>'t_or U-ro - ___ _. __ _ _____ AS FOLLOW UNLESS OTHERWISE NOTED: ° STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE 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 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10'" WITH 6"' HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". ® COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH MINIMUM OF 10 FEET OF SEPARATION BETWEEN � CHES WITH EARTH OR OTHER INSULATION TO PREVENT FREEZING. SEWER/DRAINAGE LINES. e BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED 0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING qD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND 4D MAY VARY DUE TO FIELD CONDITIONS, ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. O DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING, (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOtOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER �ET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF CIES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. i Habitable Garage Area Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) i 77-124 1,999 486 2,485 C u c h® u 1,3,8,10,12,14, r 21,23,26,27,29, Cutchogue, New York 131,33,36,39,41,45 1,599 363 1,962 Town of Southold 6,47,49,50,52,541 16, 58, 59,68, 72, 76 No. -Revision — Date _ - ApPvd. 13 TOW' REVISIONS 7/28/17 AVL j 2,5,6,9,11,13, 19,20122,24/ 12 TOWN REVISIONS 6/14/17 AVL X5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL '10,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL X7,60,62,64,66,70, - • - - _. - — -----73/74r,7rJ —.� ._ - - ___- - �-- � --- --- --- —T__ 9_".�_'TOSNhf REVISIONS­ - ____ —3/27/17-.__ --AVL — } 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 1979Y..v,:,<<, 1599 380 Qesighed„ley h;: � s r� ,: '61,63,65,67,69,71 r>s.x.^:=t ,_ �', £N 3 ;'_;:r.'f..r:•- ,,, :<_a:> ,a ; :�§7/[,AC 'a]if' rx 7 'f "t^.: 't'1`' G71 r"o'^ '•..3 :�:•CbS�'s4*dxb:."^"�3�..rC'*�'�::r±ti,.,.��r`,}¢e#".��e; ,''„'_;,_...;._..`:•.i•!';._ xG^.• } Issued for Date j 15,16,17,18 1,999 408 2,407 July 10, 2015 a N/A 6,188 N/A 6,188 SCTM: 1000-1®2-®3-3303 � � D a . SC®HSApproval S4.1FFOLI•'®COUNW DEPASTMEP9 OF 9a—°I-A TH SERVICES P RW FOR APPROVAL OF CONSTRUCTION FOR A SOCLE FAMY RES6DEMCE G%b LV fz/0-i7- 0,✓Sry {L t DATr c •�-SSS 4R F.M0. 0 �' r7 I* APPROVED fvj�;���, >�iii, ' Drawing Number � FOR MAXIMUM OF BEORMA&S Q� N�� t IBES T6�9RtB DAT 0 APPROVAL if ��p V ��J0 ®CO 1° per. 1 O /.c t � ` J.. 'aa nod HHcc mi y Sheet of �(P 9 28'x° i Project Number 29305.00 -0®�3 CHS Reference C10-06 i d NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ��'.4, y NOT INTENDED TO GUIDE THE ERECTION OFFENCES.RETAINING WALLS,POOLS, t 1 PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 6 ®I/ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY r ` PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED on PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND J .N THE NOTATION'ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH p ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION ep, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 6 `PA'` 780OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED .p' �� `O J` \ JQ b PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS ss ` O RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 7>. ,��� s8�o RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED _ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR 111, v. �9, THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL PURPOSE MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER N83o 9 Un C) R �� F NEIN/ J I ,{ j : ; ; ,`Q' ��pAV1D'o ,per v> Q I W JUL 2 5 2019 o �to Q I CD a g`tT 1� rUllIT)1L,GT3�'"M Cn N 51°26'35" E ti I c) -'rO 7 71.05' of 4� ��SBS00, c° I LANO S S 24033'07"W (91?' 107.80' R=410.00' I / S 65026'53" E L=409.21' 49.54' 167.99' � )ACTUAL I 06-14-2019 FOUNDATION LOCATION � _ FOUNDATION AS CONSTRUCTED SURVEY FOR R=275.00' �\��,��� � ° 11 S52°55'20"W', UNITS HARVEST POINTE CONDOM N UMP OF I / S37 04 40 E I S 49°09'21" E LU 95.00' FILE NO.:471 FILED January 09, 2018 238.82' I- Z I' I SITUATED AT co g I CUTCHOGUE S 40052'38" E W TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 25.43' I- I S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 63&64 SOUTHOLD, s52055'20"w ¢ Z NELSON & POPE 19.37' n- I I4 jt ENGINEERS & SURVEYORS I - 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 O - PHONE(631)427-5665 FAX(631)427-5620 W �" WWW. NELSONPOPE.COM LL DRAWN BY: NP CADD NO.:INDIVIDUALSURVEYS E F- SCHOOL HOUSE LANE 000zs_I SCALE: (5 CHECKED BY- PE FILE NO.: etcV SHEET NO.: 1 OF 1 DATE: 07-1849 PROJECT NO.: 0002 JI NOTES: A v THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE O PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ?O• ^h. NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, j:,_ PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION r�� �O Y• _ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY A, \O O�G 9 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 90 QOM O• 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 5 0 4• ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND O �jI THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION Q 0AtC( ��•� p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED CIO \ G 6 ,alb" !v SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 0 /�� O /00 OQ-\?�`V �RiO�nj / �(��! 6p NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS O d / OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED �• DI" � 4(`fir PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE DI 'Q�OGOOti• ����(���\ /�//P P� '8D 0• c ° ® v CONDITIONS IF ANY,INCLUDING BUT NOT LIMIT TO WETLANDS,WATER COURSES, QSOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS Q \ (: GJ� OTHER THAN VISIBLE PERMANENT STRUCTURES ® Sy S ^� r0� ///,,QC�J� \\ •^�y (y�/�, 0� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 2• ^• / �(•' \ ^ �8n O `Q_ i RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, e0 A�P/G V RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED Y"G •S \ h 0 �OtCGF� IN OR BY ANY TUR ORO OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE h 6•ti \ B/ �� s2�, �� ,b• y `�9• e�BT 0 •`�'8� FJ`r ���. a• ��� oF�pFR / OQ � , C�QP`' N8 ° O� 0Q) 0 �� ®DI �J Q o0 OF o QTY DRVO � o N O d N v / (�It it �r 71 � Lo U :;t �o °cA ¢ a,qIVID rJlSR��i• N 51°26'35" E ti I U) N 7 71.05' 768 •00, NI 0 S 24033'07"W ��'' 107.80' R=410.00' I L=409.21' F06-144-2019 F UN ATION LOCATIONS 65°26'53" E FINAL SURVEY FOR 49.54' 167.99' (ACTUAL) NITARYAS-BUILT5�0� r— _ UNITS 63-64 UNIT DESGNATION MAP OF S52°55'20"V1/ FINAL SURVEY R=275.00' �, �� I HARVEST POINTE CONDOMINIUM 1 L=77.85' S37°04'40"E FILE NO.:471 FILED January 09, 2018 S 49°09'21" E Lu 95.00' SITUATED AT I CUTCHOGUE 238.82' p E I�-I U) g I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52'38" S C T M DISTRICT 1000,SECTION 102.01,BLOCK 0100,LOTS 31&32 L1 27.03' `�} aI-- I SOUTHOLD r NELSON & POPE S52 55 20 W Ik1 = O I "s ENGINEERS & SURVEYORS 19.24' D- 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 — — '�-- — — PHONE(631)427-5665 FAX(631)427-5620 Z W WWW.NELSONPOPE.COM DRAWN BY: WM/NP CADD No.: I LSI- of DRAWN SCALE: SCHOOL HOUSE LANE Uj CHECKED BY: PE FILE NO.: SHEET NO.: IOF 1 DATE: 01-24-2026 PROJECT NO.: 00026 1"=30' I ' I , � t• r •I� r II` 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, GO GPQYCbf`� PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION ��j�lv�y IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY y YvC Q' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED A 'S PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANYWAY IF ,poQ O AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH p�/Cdl O 7 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY �cb 5� sr Gp O NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 75�, �nj O� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIESARE NOTGUARANTEED Cf, AS TO ACCURACY,EXISTENCE,EXACT LOC4TION,TYPE OR USE,ACTIVE OR INACTIVE +Q O G,�Z`JPO• •OM J ��� F ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN Qom. S�\P� yO� \\�^ �\O'�`O O 80, ^�� \G TYPICALLY IPLAN DATED N THE SAME TRENCH ACCURACY OF21/18 LOCATION OF GAS AND IUTILITY IS NOT GTY IS UARANTEED NAND OR IS ,�O�YG \Q J'6^ b ,��• \ (` (') .�. THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP \�O 7 J•�h \ J �O CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR O,ry / 7 7„ \C FURTHER DESIGN y ^y0 � G s Q\�b �`C-GC) �2i` // p� e0� p� �SCC,pG�L,9T F\ .� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 7 v0 _ •O• ��FD�O�O�� !C�� /��iP /C F� C f R��' .� S IL CONDITIONS,VEGETATION,TREES,PATHS. E DEBNDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO RIS WETLANDS. OTHER CONDITIONS \F /SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s. h ,y ER THAN VISIBLE PERMANENT STRUCTURES 6 j� O, 62 J� /// P�/, - \7,^� \ \�G / j 4 APPR.09lAL:J d'L+6Fd'da�.��e-'.:!'ls Y Ire6J Vtl® utak ®G'� PYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS \� F A SINGLE FP„I I Y RESIDENCE R SERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, N 5 Q00 y �, \ /\ �y !Yid RESIDENCE R CORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED \ri�Y s 7 \ �� 3� ��,� SEP 1 4 2070 4 � I OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN J5 j2' \ \�• / / \G Date Y 'd L �S 20 No. \�� � —®'` P RMISSION OF THE SURVEYOR \\ / �GE\G� AN DITIONAL IMPROVEMENTS AND/OR POSSESSION,IF Y,NOT LOCATED,NOT � The smg;e disposal and%ster supply facades at this 1009011 Gude been"DWN O �'' 9� G A L SANITARY PIPING 4'SDR35,TYPICAL � " 0 1g 0, Q \ ^'•ryh �,�,,��A 7ry Q�Gj,� ���G GrISpeCted aPof�/OP C13rei61�1 by QpaiS G'�;p5 t c�dher SgEflCIL'S and�fld t® / �� Gs®sat sfact0sgv ®R.�+ IM15➢M F`I" 1 BEDROOMS, / 'o�voCv �/ - _ SANITARY SYSTEM AS-BUILT TABLE y�z6 5 0' N h �c��F�' 3 STRUCTURE NAME TIE A TIE B 3 so, o �� J Craig Knepper, P.E,, Chief 2rn V fS UNITS#63 Office of Wastewater ManagementN ` o.Na'� U ST-1 48 .1' 45.1' 01 Z m ST-2 54.6' 42.2' 03 WO oQ• �+, a• 27• COUp,Q. U / __ a.p� / w FR�CF R �J 2 �F�� LP 71.8' 38.2' c o g1-+ 3pR35 1'S'e WJ / 44 w m h -)PN' �4,� �� UNITS#64,65 &66 0Q� �i G 1- ° h = g �� � / _ ( ��, ST-1 57.3' 38.5' w ZN. CO N a=�' �Coi /C\C� �' / 3Q Q ,k/`S r77 '< "Q`�`� K r� ST-2 63.4' 40.2' y� a� CO a� 4L/ ���2.0, QQ Cn �\ z x LP 71.4' 53.9' �3m 130, � O Q /C9 3 Cn 2 20, 005, ), J �� X21 �® Q 15.0, O Sg N 2.0, /Q L I t VO s \j m s.0' 16s' s61, � O„ 44/ .0. &V w I I 06-14-2019 FOUNDATION LOCATION X424 SERVAIcc:R _CLW CO 10-17-2019 SANITARY AS-BUILT SANITARY AS-CONSTRUCTED SURVEY FOR JAS II UNITS 63, 64-66 UNIT DESGNATION MAP OF F�G "W f� HARVEST POINTE CONDOMINIUM 1 lX vi Sol` FILE NO.:471 FILED January 09, 2018 Sp •�e� ASI-90 11 j � I SITUATED AT 1 `itAI ���'1'� �W 3 CUTCHOGUE OFFICE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 31,32,33&34 HEALTH DEPARTMENT REF REN CE NUMBERS&AREA'S NELSON & POPE UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA ms,-- ENGINEERS & SURVEYORS 63 R10-17-0117 1,599S.F. 380 S.F. 1,979 S.F. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 117464 R10-17-0118 1,599 S.F. 363 S.F. 1,962 S.F. �_ _ Fes_ PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM 65 R10-17-0119 1,599 S.F. 380 S.F. 1,979 S.F. DRAWN BY: NP CADD No.:INDIVIDUALSURVEYS 66 R10-17-0120 1,599 S.F. 363 S.F. 1,962 S.F. 00026 I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I (��� ■ DATE: 10-23-19 PROJECT NO.: 00026 ill=30' 4 Fire separation required as per APPROVED_ AS NOTED NYS Code DATE: B.P.4 FEE: �1.tp BY: Blower door NOTIFY BUILDING P)z PARTMEN T 765-1802 8 AM TO 4 PM FOR THE and ductwork FOLLOWING INSPECTIONS: testing required. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Must provide Manuals 3. INSULATION D, J and S as per 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. NyS Energy Code ALL CONSTRUCTION SHALL MEET THE ELECTRICAL. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDINC REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF PLUMBER CERTIFICATIOf�' ON LEAD CONTENT BEFOf''r 9961419@B" � CERTIFICATE OF OCCUPAN,r SOUTHOLD TOWN PLANNING BOARD SOLDER USED IN WATER --wVv i i tji 6L-B SUPPLYSYSTEM CANNOT EXCEED 2110 OF I 1.F4 OCCUPANCY OR PLUMBING ASTE USE IS UNLAWFUL %&WATUfR LINE1NG NEED '�;�ATER LINES NEED WITHOUT CERTIFICATC ttgOFtECOVERING OF OCCUPANCY R�®t�lR�® DQ-NOT PROCEED-WITH �RAINAGE'NspE��®®gig ARE s-�t5s®i�efore - FRAMING UNTIL SURVEYS. Contact TOS Eng OF FOUNDATION LOCATIOK Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code, HAS SEEN APPROVED.: ��::� 'H THESE APPLICABLE CODES: TABLE 8405.1 02.12 Draftsto in . In combustibl o st h bl o v I w - fA R3 pp g e c n ruction w ere there is usa a space b th abo a and be o the concealed space of a floor ceiling assembly, draftstops Section 8316 Foam Plastic ^ , 2017 YORK STATE U (FOR CODE shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concealed space into Properties of Soil Classified According to the Unified Soil Classification System F- W 2017 NEEM YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2011, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in 8316.1 Gensral. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z R316.2 Labeliin and identification. Packs es and containers of foam lastic insulation and foam lastic insulation com onents delivered to the ob site shall UNIFIED SOIL VOLUME W 2017 NE�1 YORK STATE ENERGY CoNsERVAT10N COIrS'TRl1C'TIOIr CODE floor-ceiling assemblies under the following circumstances: 9 9 P P P 1 SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE E bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM POTENTIAL o 2017 NE I YORK STATE ENERGY CONSERyATION CONSTRUCTION CODE SUPPLE�IEkT (FORMERLY KNO�YN AS THE 2016 NYSECCC, REyISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. sYMeoL CHARACTERISTICS POTENTIAL ExpANSION Z) 8 that the end use will comply with the requirements. o 2016, EFFECTIVE OCTOBER 31. 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 8316.4 Thermal bonier. Unless otherwise allowed in Section 8316.5, foam lastic shall be se orated from the interior of a buildin b an a roved thermal GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 2016 NYSRC (2015 DRC 2ND PRINTING) barrier of not less than X inch gypsum wallboard. P P 9 Y PP LITTLE OR NO FINES coop Low Low p •rrte U 2016 C 015 (ECC D PRI G R302.13 Fire rotection of floors. Floor assemblies that are not re uired elsewhere in this code to be fire-resistance rated, shall be rovided with a 1 2 inch GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW ❑ V � :� NYSE (2 2N NnN ) P q P / 8316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: Lr1TLE oR No FlNEs TIRE 19 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member. 1. attic access is re uired b Section R807.1. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z � w q Y LITTLE OR NO FINES GOOD LOW LOW W L � to SECTION R101 Exceptions: 2. the s ace is entered onl for u ses of re airs or maintenance. F- v 0 P Y P P SP POORLY GRADED SANDS, OR GRAVELLY SANDS, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. -he foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FINES coop Low Low 0 s t m - 6 inch sum board. GM MEDIUM LOW : � .0- gyp SILTY GRAVELS, GRAVEL SAND SILT MIXTURES R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section 8303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW F- }' rn N} replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section R316.4 subject to all of the following: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Cn L �'=-'Z- 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 R303.1 Habitable rooms. Habitable rooms shall have an a r ate lazin area of not less than 8 ercent of the floor area of such rooms. 1. The thickness of the foam lastic shall be not more than 3Y inch. Z LV," `U)f° rn 99 e9 9 9 P P SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW 'o n plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. O Q w 4 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, (� O ,l) 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 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 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low � �' c0 R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY ❑ = ti Co supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V M M GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section 8317 Protection of Wood and Wood-Based Products Against Decay cLAYs 7o Low W m 8109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due n location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. 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 a is applied, or before board or panel joints and fasteners are taped and finished. Fout n . 9 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 Section 8305 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 a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be submitted to the building Ceiling Height wool or wood that is preservative-treated in accordance with AWPA Ul for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspection. 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. 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. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage 8202 Definitions: ess than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or mason foundations. Drains shall be rovided run ontinuous across all structural members without thermal brid es other that fasteners and service o nin s. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not I y ry p a o d concrete or masonry foundations that retain earth and enclose habitable or fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s aces located below rade. Drains a tiles, ravel or crushed stone drains, erforated i e or other a roved stems or materials shall be Z Continuous Insulation: Insulating material that is c 9 � 9 30 inches at the showerfiead. q P 9 9 9 P P'p pP sy It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667 O Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. H Windbome Debris Re ion: Areas within hurricane- cone re ions located within 1 mile of the coastal mean high water line where the ultimate design wind speed finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 9 P 9 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. � (Vult) is 130 mph or greater. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � of glazing. shall 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 F- . 8308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be o hazardous location where the Section 8406 Foundation Waterproofing and Dampproofing � 8301.1.1 Alternative rovisions. As an alternative to the re uirements in Section R301.1, the following standards are permitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be provided in additional approved locations to P q 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 Z and the limitations therein. Where en ineered desi n is used in conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a Code. 9 9 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement O 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using a bituminous coating. 0 door. Section 8321 Elevators and Platform Lifts � R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited o lication elevators or rivate residence elevators shall com I with ASME P P 9 IL. 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section 8301 or othenrise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. P P 9 PP P PY �► J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. The r t and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. F- demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. rn system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. Z l ► J 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ � C) scope of this code. Section R322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet ,of each comer of Section 8310 Emergency Escape and Rescue Openings P 9 P UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND 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 foundation. T 8301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Tcble R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl space access panel to be min. 18" b 24". 0 enin s throw h erimeter wall shall be not less than 16' b 24'. r'1 s eed in Table 8301.2 1 as determined from Fl ure 8301.2 4 A. RESCUE OPENING PER SECTION 8310. (Egress window & window well) Y P 9 9 P Y J P ( ) 9 ( ) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard � 1-1 R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in 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 height identified floodways shall be designed and constructed in accordance with ASCE 24. TABLE R301.2 1 opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excludin an unfinished flood-resistant R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. Subflooring shall be wood ( ) structural anels as s ecified in Section 503.2. Rreblockin shall be of an rade lumber. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA 8310.2.2 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 above 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 P p 9 Y 9 C SUBJECT TO DAMAGE FROM the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. building or structure in violation of this section. R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. ~� GROUND Wind Design SEISMIC WINTER ICE BARRIER Air Mean FLOOD 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 R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and coin onents; heatin , ventilatin , air conditionin ; lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on SNOW SPEED To o ra hical S ecial Wind DESIGN FR05T UNE DESIGN UNDERLAYMENT Freezing Annual P 9 9 9 P 9 P 9 P P TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a Dances and lumbin fixtures; ducts terns; and other service a ul meat shall be located at or above the elevation re aced in Section 8322.2 or masonry or concrete except where supported by the use of approved joist hangers. ..� LOAD (mph) Effects Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp PP P 9 Ys q P q 8310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the 8322.3. 8502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. Region Debris window in the ful o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall ro ect not less than 3 inches from the W zone �' P P 9 P 1 Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct 8502.8.2 Engineered wood products. Cuts, notches and hales bored in trusses, structural composite lumber, structural glue-laminated members, W wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. 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 cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or as shown on these U) MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. ❑ E"� 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a registered truss design m r /� r h Exce tion: A drains a tem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the jurisdiction in which the roject is to be constructed. v J V 8301.2.1.4 Exposure category. P 9 � q 9 P q Y 1 P 1 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Soil Classification System, Group I soils, as detailed in Table R405.1. 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 ❑ 8311.6 Hallwa min. 36' clear width. infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. Ys� Section 8506 Concrete Floors (On Ground) 2. Ex osure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairwa s R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall coverings below the Y 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. P elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 600 feet from the partially obstructed area. Includes flat open cocntry and grassland. 8311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. 8506.2.2 Base. A 4 inch thick base course consis in r R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: t g of clean g aded sand, gravel, crushed stone, crushed concrete or crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flawing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 � inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on 1. Be used solely for parking of vehicles, building access or storage. e ) 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils classified as Group 1 v both sides. P P 9 9 according to the United Soit Classification System in accordance with Table 8405.1. � 8301.3 Sto Hei ht. The wind rovisions of this code shall a I to buildi s with sto hei hts not exceedin 11 feet 7 inches and the lateral) unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured � ry 9 P pPY ry 9 9 y on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between F- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-37 between floor levels or landings. 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 uired for Gara es Q provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser hei ht shall be not more than 8 1 4 er su lement. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: r P 9 P q 9 9 / P PP 1. There shall be not less than two o enin s on different sides of each enclosed area; if a buildin has more than one enclosed area below the desi n utility buildings and otnAo unheated accessory structures. 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 P 9 9 9 resist wind loads shall be in accordance with the International Building Code. R311.7.5.2 Treads, The tread depth shall be not less than 9 inches per supplement. flood elevation, each area shall have openings. F- U R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 X inches shall be provided on stairways with solid risers. Section 8602 Wood Wall Framing Z 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 8602.3 Desi n and construction. Cam onents of exterior walls shall be fastened in accordance with Tables 8602.3 1 throw h 8602.3 4. Wall sheathin W R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Rem 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. 9 P ( ) 9 ( ) g � wall shared b two townhouses shall be constructed without lumbin or mechanical a ui ment, ducts or vents in the cavi of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. C enin s shall be rmitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re uirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 2 Y P 9 q P tY P 9 Pe P 9 q shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 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 ❑ 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 not greater than 24} inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than q inches. Headroom shall not be less than 6 feet 6 inches, floor elevation plus 1 foot or the design flood elevation, whichever is higher. 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. 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 assembly tested in accordance with ASTM E 119 or UL 263. 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 horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section 8 on Mezzanines _ EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36' high railings, balusters not to allow passage of a R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING (a,b,c,d) 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 MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. 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 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. r-- � r t` FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL iii r ti m W� followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. t- ri o r; ai �. NOT FIRE-RESISTANCE RATED i'5 feet 9: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ ry N N ri t` N ui 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is in its lar est o ened 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, o a �i ri r� m PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet i P 9 P P 9 P 9 P 9 9 P columns and posts. OVER PARTITIONS position. TABLE 8302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mlezzonines 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 5. COLLAR TIE TO RAFTERS THREE 10D EACH FFFACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 8312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 endow opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE release the control device allowin the window to ful o en, shall not reduce the net clear o enin area of the window unit to less than the area re uired 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 9 N P P 9 q Sectiion R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RRA.FTERS RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section 8310.2.1. WAS TWO 16D COMMON. END NAIL Z NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL g g R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z to N 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 sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16'O.C. ALONG EACH EDGE FACE NAIL O O O F o O z J w assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA rn 0 j co m a ¢ 13D. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 5 R302.2.2 Parapets for townhouses. Gr w Z a y 9 y y 9 9 9 9 q pP 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL W o: a✓ w tr o` 16 ab U 1. The parapet shall extend not less than 30 inches above the roof surfaces. 8313.2 One and two famil dwellin s automatic fire s stems. One and two famil dwellin s havin a hei ht of three stories above rade shall be a ui ed / Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN UIP SPICE EACH SIDE OF JOINT) FACE 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 R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o Section R403 Footings 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 R401.4.1 In lieu of a coin lete eotechnical evaluation footin s shall be laced on rock sand ravel and or ravel sand sit sand cls a sand silt ravel or 15, BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. 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 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the P 9 9 P 9 / 9 y Y y.9 c walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL "' 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 g YP P p P any inorganic material or fill. deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior 8402.2 Corncrete: A 28 d minimum cam ressive strep th f c is re uired at the followin locations: �T FOUR 8D COMMON. TOE NAIL 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 balconies and decks that are constructed of open wood joist construction. °y P 9 (�) q 9 17. TOP PLATES, LAPS h, CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment R302.2.4 Structural independence. Each individual townhouse shall be structurallly independent. Section 8314 Smoke Alarms 3. (Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL Z r� Exce tions: R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36° below grade. 22. RIM JOIST OR BLOCK!NG TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL W P 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section 8314. W 1. Foundations supporting exterior walls or common walls. 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 with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10Y. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 �"'{ CD 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. 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, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL a- j R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. O 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and p fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with� inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12"o c at interior W w tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 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 ( ) / � Y 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) W LU ui Exce tions: the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and u.i � P 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 shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be rotected a ainst deco and termites. _ ❑ U p 1A fire-resistance rating of % hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NEPA P 9 Y a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in " Z t3 connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192 (20d common nail), O a location required by Section 8314.3. 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 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. TABLE R404.1.2(1) 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. C0 5? shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W 1i 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 permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end ❑ %* from ora a into habitable s ace: 45 min. fire rated with self - clasin device. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. -- g g P 9 HEIGHT OF BASEMENT LOCATION GF HORIZONTAL REINFORCEMENT 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FEET ❑ 8302.5.2 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 ( ) No. 26 a e sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall su ort a maximum of one floor lus roof ceilin assembl . 2x6 9 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY PP P / 9 Y R302.6 Dwellin - arae fire se aration. The arae shall be se arated as re uired b Table R302.6. 0 enin s in arae walls shall com I with Section R302.5. 8314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches on center with a maximum hei ht of 10 feet shall su ort a maximum of two floor lus roof ceilin assembl Exce tions: W L) 9 9 9 P 9 9 P q Y P 9 9 9 PY Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302,6 shall not apply to garage walls that are 9 PP P 9 Y P ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, � � perpendicular to the adjacent dwelling unit: wall. Section R315 Carbon Monoxide Alarms >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 12 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when � m 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. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 incnt.s on center and 20 feet where spaced at 12 inches on center. z i rii R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance wth UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � ame S read & Smoke Densi Index. R309.2.1: Wall & ceilin finishies shall have a flames read classification of not reater than 200. R30.9,2: Wall & Ceiling accordance with UL 2034 and UL 217. 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 Z ¢ 8302.9 Fl p tY 9 P 9 R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. (9 o con finishes shall have a smoke developed inolex of not greater than 450. .. 8602.6 Drillin and rotchin of dimensional lumber to confo - ................. ............. ... .................. 8315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR 9 9 rm to sections R602.6, R602.6.1, and fl ure R602.6 1 Notchin & bored hole limitations for (n 8302.11 Fre blocking shall be provided in wood-framed construction in the fallowing locations: 9 9 =_ 1. In concealed s aces of stud walls and artitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W i GIS \ P P 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 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 ❑ ' `E -_ �n� 1.1 Vertically at the cel►ing and floor levels. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER F00T OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure 8602.6.1) U -�-N 0�1 1.2 Horizontally at intervals not exceeding 10 feet. 2. At interconnections between concealed vertical and horizontal spades such as occur at soff ts, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. (FEET) (FEET) Do not baekftll wttn any sore contatninq silt or clay. = r F�� q 915.2.3.1.1 Buildin s constructed on or after Janus 1, 2008. WALL THICKNESS (INCHES) Q Cij C� 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section 8302.7. 9 ►Y � 4. At o enin s around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 10 t2 � �{ 11 111`1 ' m :i P 9 8 7 NR NR NR = ).! !l 4 _ products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 m 41 NR NR O 1 ITl e �-'.: (-- 5. For the fire blockin of chimne s and fire laces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 9 Y P 10 9 6041 50 22 NR � �t y / : 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. : 1 ,�",' \ / : fireblockin shall consist of the followin materials. 9'5.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. . NR idenotes no reinforcing required. ❑ X\ ,i . � '' 8302.11.1 Rreblocking materials. Except as provided in Section 8302.1, Item 4, g g /� 1. Two-inch nominal lumber. 9.5,2.3.3 Bed and breakfast dwellin s and buildin s and structures which 1 contain one or more slee in areas; 2 are classified in one or more of the followin Locate vertical bars 1Y clear from inside face of walls. The center of bars shall not va from this b more than % inch. 2/��r 2. Two thicknesses of 1' nominal lumber with broken lap joints. occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. ••• - - %................ 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. OB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 2016023 6. One quarter inch cement based millboard. LI.1 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. UNIT 6 3 UNIT 64 Q SHEET NUMBER MODEL D- 15 B- 2 ALT- 2 W W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607 2 Pipes d enetrating exterior walls. Where a pipe penetrates on exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS I D E N T I F I C AT I 0 N SIGN ~ Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) 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 I. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z �i�/ ULTIMATE DESIGN MINIMUM NAIL PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulations thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W 2. A flashing of an approved elastomeric material. � SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION 2 0 MINIMUM MINIMUM MAXIMUM WALL 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 Z q WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damn a the tank shall be installed in a an constructed of one of the followin U m SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P 9 6' DIA. EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 0 .�� = (INCHES) PANEL SPAN (INCHES) I. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 16 RATING (INCHES O.C.) (INCHES O.C.) PANTONE (PMS) IF187 0 e C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. Z �./ Q. L 3. Other approved materials. 8d 175 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 0 COMMON R602.3.5 Braced wall ane) u lift load ath. Braced wall anels located at exterior walls that su ort roof rafters or trusses Includin stories below to CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. F- W L_ N ') U p p p p PP ( 9 P ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE do SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH R A LUE Section U101 Scope z EFLECTIVE � o ` ■� U cN� rn practice. U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. g WHITE _+ C4� I 4MARINE7 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 � L W.2 Z R802.11 Rafter or truss uplift force. Z 0 � 0 a;1n Section U102 General Definitions 1 4 i Co a M For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does / 0 Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2' Q W m M San ft 12 18 24 28 32 36 42 48 not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of U p ( ) photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE M . m Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 ❑ V ti 00 Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. NI 102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDFNTFYNG THE EIOSTANCE OF TRUSS CONSTRUCTON SHALL CONSISTS OF A gRCIE 6'IN R702.3.5.1 Screw fastenin . Screws for attachin sum board and sum anel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 9 9 9YP 9YP P U103.2 q y Y DIAMETER,N1TH A STROKE WIDTH aF 1 2".THE SIGN BACKGROUND SHALL BE REFl.ECTVE WHILE IN M Exce tion: vertical doors that rovide access from conditioned to unconditioned s aces shall be ermitted to meet the fenestration re uirements of Table „onstruction document re uirements for solar read zone. Construction documents shall indicate the solar-read zone. / � p p P P q COLOR THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PANTONE and shall penetrate the wood not less than 5/8 inch. U103.3 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 ar set back 2 R1102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS)X187. IL R702.4 Ceramic Tile. 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 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. SECTION 1265.4. SIGN OR SYMBOL 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, o 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 and installed in accordance with the manufacturers recommendations. 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) (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 s uare feet 7.44 m2 exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHE) TABLE R702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. q ( ) TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT. IS AFFIXING THE SiGN OR is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DRIES NOT ALLOW THE SIGN OR SYMBOL N1102.4.2 doors 4.2) story-buil New woodliburning fireplaces shall have tightt fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using GLASS MAT GYPSUM BACKING PANEL ASTM c 1178 ti ht-fittin doors on mason fire laces, the doors shall be listed and labeled in accordance with UL 907. U103.7 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 WALL OF THE RESIDENTIL STRUCTURE AT A PONT IMMEDIATELY ADJAC NT TO THE ELECTRICAL BOX THE Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 9 9 ry P 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 SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE 0 NONASBESTOS FIBER-CEMENT E3ACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C ocation or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE NONASSESTOS FIBER MAT REINFORCED CEMENTTTIOUS BACKER UMTS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: TABLE R703.8.1 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. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. j Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 knage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet � 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation F- size or es) Ar1cLE No VE ABO sTorrY Two srowEs is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: fn a,c (snches) ABOVE ABOVE ABOVE GENERAL REQUIREME7NTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 _ocation Of GFCI outlets. All GFCI Outlets must be laced in readi accessible locations. Z P �' D (EQUATION 16-8) 0 1.300/4 a'-o' 4'-6• 3'-0» THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tam er resistant rece tacles. Near) all 125 volt 15 and 20 am rece tacles to be tam er resistant. D + L L4x3x1/4 8'-O' 5'-0' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. P P Y P P P (EQUATION 16-9) U CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) L5x3.5x5/16 to'-o' e'-o' 6'-0' GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) L8x3.5x1/4 14'-C" 9'-6' 7'-0' ACCESS O.ENINGS. DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTiC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD L = LIME LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WiTH CHAPTER 26 TO 30 OF i- M a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED 101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE CATEGORY B. 0 /'� ` - c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. ( ) Z (R+� R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ \\VJI DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. W 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashin 0t foundation. A corrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION .J g 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. �-1 vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Se aration. Pol ro ene sidin shall not be installed on walls with a fire se aration distance of less than 5 feet 1524 mm and walls closer than 10 SPACE SHALL BE SEALED. GROUND SPIOW LOAD 2OPSF FROM FIGURE R301.2 5 p yp pyl g p ( ) ( ) STRUCTURAL MEMBER FOLLOWING INFORMAl10N: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 DEFLECTION 1 DEPTH, SLOPE IF AN SPAN, AND SPACING. 11..--,, feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS ( �' �� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER F00T DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. THE DRYWALL with no finished ceilin attached to rafters 3. REQUIRED BEARING WIDTHS. O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall g consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A wood member abuttin the vertical wall stud construction shall be SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LIME LOAD . SNOW LOAD. Y 9 EJ(TERIOk WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. P1 'T ; 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 ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. F- �+y w 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 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. UNINHABITABLE ATTIC XED STORAGE: 20 PSF HABRABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members 1./240 4.5. CONCENTiRATED LOADS AND THEIR POINTS OF APPLICATION. � R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with laster or stucco finish L 180 4.6. CONTROWNG WIND LOADS. veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener 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 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be 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 EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. v , `/ s aced not more than 32" on center horizontal) and 24 inches on center vertical housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT' CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ [� P Y IY Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GLVANIZED STEEL PLATES. ^ O R703.8.5 Flashin shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other oints of su ort., C402.4 R402.4.6 Tenant Se aration Walls Mandato Fire Se arations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s seismic provisions of code per R3o1.2.2) • 9 ry 9 P PP ( ) P ( ry)• P 9 Y 9 P 9 Y 9 Lintels su ortin mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (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 R401.4.1 PP 9 ry / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. 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 Includes sdI classes: GW, GP, SW, SP, SM, Sc, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. U R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. =) WOOD FLOG ATION4• Ina a em. R TRUSS SPECIFl not less than 5 feet from foundation walls or to an approved dra g syst 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 TABLE R301.2(2) � R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. 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 Door And Window Required Design Loads: C DE. FUDR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 5FF (13T) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures Cn with a gusset plate as a tie. 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. 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 in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F At 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 than 7TF (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z U rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water bailers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) W that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE j ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LIME LOAD, U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 R403.3.1 Insulation Prescri tive. Su I and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 76.2 mm In diameter and 10 S.F. +18.2 -19.0 +21.2 -28.0 0 ( ) ( P ) PPY ( ) / / FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: accepted engineering practices. 0 R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 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 20 S.F. +17.4 -22.0 +20.2 -26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF timber members or I-joists are prohibii.ed except where permitted by the manufacturers recommendations or where the effects of such alterations are i 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. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope. 100 S.F. +15.5 -19.0 +18.0 -22.0 TRUSSES SHLL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. R802.8.1 Brid in . Rafters and ceilin joists havin) a de th to thickness ratio exceedin 6 to 1 based on nominal dimensions shall be supported laterally by solid N1103.3.2 Mecha ical Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIL AND APPROVED PRIOR TO INSTALLATION. TRUS 9 9 9 1 9 P 9 Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: N DRAWINGS SHALL INCLUDE THE Exce tions: adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet P Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0' and doubled over 4'-0' unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION B ALL JOINTS. 2. For ducts havin static ressure classification of less than 2 inches of water column 500 Pa additional closure stems shall not be re uired for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0' and greater. 9 P ( )� sY q • 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. r r r 1- r N1103.4 R403.4 Mechanical stem in insulation Mandato Mechanicals stem i in ca ble of ca in fluids above 105'F 41'C or below 55'F INC shall 4.4. BOTTOM CHORD DEAD LOAD. I.i r t` ti m ( ) �` P P 9 ( ry) Y P P 9 Pa rrY 9 ( ) ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. `'' o r; tO `- be insulated to a minimum of R-3.N1103.7 R403.7 E ui ment sizin and efficienc ratin Mandato Heatin and coolin a ui ment shall be sized in A B B R EV I AT I 0 N S ¢ N N N M N ,r; ( ) q P 9 Y 9 ( ry)• 9 9 q P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDTFIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall 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 A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. o a a ri ri ai or other a roved CAM and coolin calculation metds cal les. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. pp 9 9 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT' REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.GU SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR IEXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE EA. EACH LVR. LOUVER RNG RANGE LOCATED IELATNE TO THE JOINT INTERFACE USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD S. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access R.O. ROUGH OPENING R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM ELEC. LECTRICAL JOINT L.T. LAUNDRY TUB R 10.CDEFLECTiON RATIORFOR LLIVEFAND TOTAL LO DIRDER-TRUSS, 1RUSS PLY TO PLY, AND FIELD SPLICES. 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 ANCH. ANCHOR MAS. MASONRY RISER ELEV. ELEVATION MAT. RNID ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B TNN TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 R404 Electrical Power and Li htin S stems < ANGLE MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 07 ( ) 9 9 Y EQ• EQUAL S.C. SAWCUT Z Z The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Ughting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall ARCH. ARCHITECTURAL EQUIP EQUIPMENT M MAXIMUM MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC • DRAFTSTOPPING: IN COMBUS118LE CONSTRUCTION WHERE THERE IS USABLE SPACE BO1H ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFfSTOPS SHALL BE � a g accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low ® AT EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSiOPPING SHALL DMDE 1HE CONCEALED SPACE INTO APPROXIMA 6 Z 0 07 N - n 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 voltage lighting. EXT. EXTERIOR TELY EQUAL AREAS. access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A BOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIWNG ASSEMBLIES UNDER THE O O O O z Z a BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: V5 U5 c ¢ (0 C g I M.O. MASONRY OPENING STAINLESS STEEL I - - 5 located in attics. Section M1305 Appliance Access gM gEAM S.S. w 5 ar' : M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANCE L' METAL gTl, STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. � W D: w 0: 05 a5 U Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRICT. STRUCTURAL g p g p p ( Y ) P BRG. BEARING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION 0 R 902.1 Roofing covering materials. Roof shall b6 covered with materials as set forth in Sections R904 and R905. Class A, B or C roofin shall be installed in re laced. A level workin s ace not less than 30 inches dee and 30 inches wide 762 mm b 762 mm shall be rovided in front of the control side to EDN. FOUNDATION NTS SUSP. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICIK FLR FLOOR ( ) NOT TO SCALE SCID SLIDING GLASS DOOR TYPICAL RDF & FLOOR TRUSS NOTES: o N SQUARE �- roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. 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 BSMT BASEMENT FP FIREPLACE SQ' • TRUSSES SHALL BE DESIGNED IN ACCORDANCE WiTH ACCEPTED ENGINEERING PRACTICE. THE ESIGN - i o R 902.4 Roofto mounted hotovoltaic 0nels and modules. Roofto mounted hotovoltaic anels and modules installed on or above the roof coverin shall be of the lar est a liance, but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTfER LINE D•C• ON CENTER D AND MANUFACTURE OF METAL-PLATE CONNECTED WOOD TRUSSES SHALL N p p p p p P 9 9 PP ( ) 9 ( ) ( ) g rt F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C hotovoltaic anels and modules shall be installed in alon the centerline of the assn ewa from the o enin to thea liance. C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR P P 9 P 9 Y P 9 PP FRM FRAME T & G TONGUE AND GROVE • TRUSSES SHALL BE FABRICATED IN ACCORDANCE WfiH THE TRl1SS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGIID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING jurisdictions designated by law as requiring their use or where the: edge of the roof is less than 3 feet (914 mm) from a lot line. 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) I FT. FOOT / FEET OPT TGS TOP OF GRADE SLAB INSURE T1GHi F'fl'TING JOINTS. COL. COLUMN OPTIONAL TOP OF FOUNDATION WALL R 903.2.1 Exposed wall flashing required to have akick-out where the esus; of the roof intersects a wall to prevent water intrusion into the wall assembly. " above the floor in garages. � FTG FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENiTAl10N AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier water shield shall be installed er manufacturers specifications, to maintain product warranty. Carry down front of fascia, min 4 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 CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE F- / P COND. CONDITION GAUGE OZ. OUNCE T TREAD Z W t Tsai. A I ice & water shield in fair weather when the afir, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 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 GALV. GALVANIZED LATERAL STABILITY IN ACCORDANCE WiTH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFEII' INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR W YP PPY CONT. CONTINUOUS hi her. Ice rotection re uirements er table R301.2 1 . Install ice & water shield at all eaves, able ends, his & voile s. On roofs slo es less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � 9 P q P ( ) 9 P y P CONST. CONSTRUCTION G•C• GENERAL CONTRACTOR ONE SHELF TRPL TRIPLE • 2 c9 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0' is required between air exhaust terminations and openings into the building. GEN. 1/S TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL CL CTSK. COUNJTERSUNK GENERAL • THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 O m R 905.2 Slo e. As halt shin les shall be used onl on roof slo es of two units vertical in 12 units horizontal 2:12 or reater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP. GYPSUM PC POURED CONCRETE p p g y p ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER G L PBD• PARTICLE BOARD W slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double GLUE LAM W w underloyment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CER&MIC TILE HGT. HEIGHT PL PLATE VERT, VERTICAL � Y R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE PNL. PANEL V.I.F. VERIFY IN FIELD W l� W Q C.M. CROVWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD• PLYWOOD Vy WASHER 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 G2415.7.1 404.7.1 Pi in throw h bored holes or notches. Where i in is installed throw h holes or notches in framin members and the i in is located less than U 0 ( ) P 9 9 P P 9 9 9 P P 9 C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED Vy/ WIT}t 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NIYSRC. Z penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 % 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 HR. HOUR PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _0 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that 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 D DRYER HDR. PROJ. PROJECT PROJECTED WD WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. CO 4 R 905.2.8.3 Sidewall flashin . Base flashin a ainst a vertical sidewall shall be continuous or ste flashin and shall be not less than 4 HEADER / W.W,F. g g g p g the 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 PENNJY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/0 WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 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 member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL DOUBLE PSF POUNDS PER SQ.FT. 0 W St or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. P.T. PRESSURE TREATED ❑ ~4 ( ) P P 9 ( ) ( 9 9 ) INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or �-I the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield lutes. Shield lutes shall be of steel material havin a thickness of not less than 0.0575 inch 1.463 mm No. 16 a e DAR. DIRECTION INSUL INSULATION QUAD. QUADRUPLE recommendations. provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2426.7.1 502.7.1 Door swin . liances and a ui ment vent terminals shall be located such that doors cannot swin within 12 inches 305 mm horizontal of DN DOWMI W] ( ) 9 APP q P 9 ( ) h INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents u on recei t from architect and re ort an and alll discre ancies includin an _ provided in accordance with Section R703.7.2.2. the vent terminal. Door sto s or closures shall not be installed to obtain this clearance. DR. DOOR REF. REFER TO REFERENCE P P P Y P 9 Y 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 P DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS dimensional conflicts, immediately to architect for corrective measures prior to construction. W 1 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 ,� 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than k inch (6.4 mm) below the roof sheathing DWG. DRAWLING JOINT REINF. REINFORCING,REINFORCED (_ 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 and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof level. KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent a liance with an in ut of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall Z � J over the drip edge along eaves and under the drip edge along rake edges. pP P promptly report it to the architect for proper adjustment before proceeding with the work. Z ; U 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 11. OMISSIONS: In the even certain feature of the construction are not full shown on the drawin s their construction shall be of the same character as for similar U' o 0 07 termination clearance. G RAP H I C SYMBOLS y 9 R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and thea licable rovisions of Cha ters 3 conditions that are shown or noted elsewhere on the construction document set. - 1\................ PP P 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 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's alnd su lien s recommended W and 4 of this code. the building. 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 installation procedures. PP /�C I. _ I than 3 feet above the highest point where the chimney passes through the roof. ® STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to erform framin ins ctions and or field ins ection. The architect is therefore not res ansible for an and all conflicts U �� �i\\ Section G2439 (614) Clothes Dryer Exhaust XX DETAIL REFERENCE including weatherazation, water proofing and framing with respecteto the con truction documents. P Y F- ? GSE R0e���Q G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all Q '/ F� �: \ Section R1004 Factory-Built Fireplaces XX v PURSUANT' TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS'), 8 NIYCRR 69.5, ENTITLED � 15 ' � other systems and shall convey the moisture and any products of combustion to the outside of the building. FLOOR FINISH CHANGE » » " ' ) _5 �'''�. c) CO �: R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory SEALS, AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: iT IS A W I• :_,,,,'k> s _ i 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 built fireplaces shall be tested in accordance with UL 127. VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO LTER AND ITEM IN ANY WAY. _ '," m - R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturers instructions. ' O DOOR / HARDWARE TYPE , �.;ri 7- system has been specifically tested, listed and labeled for such use in accordance with UL 127. (0 % �,,'w t,, c I ,,,;' ! i` r m f7; R 1006.1 Facto built or mason fire laces shall be a ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings - - - ry ry p q PP ppy p p XX X BUILDING SECTION � �ry Y is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX XX ❑ f�7o 1 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 �= PARTITION TYPE \�'�I internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ • • \//i/. '"'� Energy Efficiency � �`�� � �� N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or JOB NUMBER- ° cellulose) shall be written in inclhes (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 6 3 UNIT 6 4 Q SHEET NUMBER z (MODEL D- 15 ) (B- 2 ALT- 2 U) W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED NTH RAFTER, - CONNECT KING 5TUD5 TO TOP PLATE - FW CS-20 X 24"MIN AT AM TOG,HA PAIR ROOF FRAMING MAP I-I/4"X22 6A.6ALV.COIL STRAP OR 2xb W ATTAG1t TO EAG11 PAR OVER TOP OF TOP PLATE AND NAIL CRIPPLE 5TUD5 � � o OF Kli TO RH FAIR R��� RGA 2x AGQ LEDGER 1^/2-3/b"x5" LAG DBL TOP PLATE Ib"O.G. BOLTS® 16"Or, INTO STUD' 0 PLANPLMI 2X BLOCKING 4--)O � SIMPSON 5TTRONG-TIE Q `./ _ • o 0 t5 A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR �I ShP�dN STRONS sMx�oN srRaly CEILING JOIST OR 5TH 6ABLE ED Z = U o L' ' N SIMPSON STRONfrTIE H12 8D NAILS -TE 11.5 -rE 116 TRI)55 BOTTOM CHORD 51MP5ON H2 CONNECTOR a EA. .,-d � co v TYp Bd HAILS TYP R1PEE STRA°S SHNl ATTAO#tT TO EACH PAR OF OFPO51N6 RAFIM. ALTERNATE TO RIDGE STRAP: SIMPSON STRONG-TIE RDC£STRAPS ARE NOf WIBN COLLAR 115 Of PROVIDE 2X4 COLLAR TIE AT HH3® EVERY RR RAFTER TO STUD AND KINGS V t ur ` NMA W OR 2X4 LIMEBt ARE LOOATW N n LPP6t TNRD OF THE _ • U >fV>- FOR USE W6d SPUDS A1'b USE IN GOM31NA110N ONLY W�h15TI1D� Orb � t�THIRD of n�Arne SPACE (WHEN ALIGNED) � ♦N., 0 0 �-' ATT16 SPACE AAD Arr&M TO EKH PAR X RAFTERS W/4-10d MALS NV 4-10d AT EACH RAFTfW GS-22 STRAP AT U y:�Z IRARERS&16N 'RAFTE925 DO NOT ALIEN 6N FOR 2xb EACH STUD,SEE Z V `•s td Ln L5U28 FOR 2x8,2x10,OR 2x12 DETAIL 4 Q W r M C. N FRAMED G _ r- `� Go WI OR ❑ -RIDGE STRAP DETAIL / �RI DGE STRAP DETAIL SIMPSON.2baVERY C.J E 2x4 S 2xb OR DOOR co ' (FOR CATH.GLe6 MATELAT OUT LLAR TIES) / (WITH OR WITHOUT COLLAR TIES) LU28 a EVERY GJ STUDS® Ib"O.G. NO SPECIAL FT 0 eoMN / 3 N.TS. 2x AGQ LEDGER wr 3/&"x5" LAG, IGONNEG A REQ n' / LOCATE AT EVERY RAFTEt? BOLT® IG, OG INTO STUDS 5MF'SQN STRONS SIvPSON STRaNb 1`116 / STRAPPING TO BE I-1/4'X22 6A 6ALV.,SEE DETAIL 4101.ALL STRAPPING � TE LTS _ 115tD P APR® G � TO BEAR A MIN.OF 10'ON FRAMING. In' OR 11105 on SHEAT"S M. / / PO�RGH GOOF L END HALL 8D NAILS TVP. FOR USE*0 SPUDS AND 115E IN CO OMMrION ON..Y WEN 5=6 NO / i O SS RAPP I NO DETAIL I I DETAIL T ATTIC Z ,RAFTERS ALI6N lV f1376 DO NOT ALI6N "�� NTS. O STRAPPING TO RUN ONTO RIM JOIST,SEE IX DETAIL q/01(ONE STORY)OR ONTO ST110 (� ROOF RAFTER HURRI DANE TIES\ AT WALL BELOW(TWD STORY) I \ 1117F ~ N.TS. LOCATED AT EVERY ROOF RAFTER \ Z ATT)G 0 5TRAPP I NC DETA I L ' �oN P05r W rte+ �2 FOR FRAME GONNEGTI ONS 0 ' L15E ff4Z,-+H AT EWS Ln DI N.T5. 2ND FLOOR /� � Z M / STRAP OR AX)2x PROVIDE 3")(3,{.0'X3"WASHER PLATE AT ALL ANCHOR BOLTS 4-16d FADE NAILS FROM (V 1 / MSIC SECURED BY WOOD SILL PLATES. KING STUD INTO HEADER ❑ �J / GOLUMN P05T TOP ANGHOR 51MP50N PAB OR 55 ANCHOR BOLTS MAY BE U5ED IN LIEU OF r T 1 SIRM START NAILS THREADED ROD W WASHER PLATE. F'il EW LENGTH / LOCATE AT EVERY COLLIMW 61RVER CONNECTION H/2"LP r" PROVIDE 3'X6'X.036'6ALV.STEEL PLATE W/ Iti MN / N.T5. EW Of 6U 6-8D NAILS AT CO ERS AND INTIR5EGTIN& (4)NAILS MRN r- MALS R"LB46TH Or) i l I 12-W NAILS AT AT BUTT JOINTS IN STRA16W SIMPSON LSTA12 STRAP W/ WALLS. 3'X12"X.036'6ALV.STEEL PLATE W/ r ' CLEAR 6PAN T T�� WALLS WHERE THERE SINGLE PLATE OR HEADER 2Xb KING STUDS MAN): 5-I00 NAILS EACH END AT aT LBNBTH \ / NAILS 24'MINIMUM LAP SPLICE EACH JbCK STUD ONE AT 5PAM5 UP TO 6 FEET TWO FOR SPANIS 6 TO 12 FEET O PRNM MR ENP 2-7/r 5/8"� A30r1 ROD THREADED b'BOTH ENDS. T4REE FOR SPAN512 To Ib FEET 2X6 JACK STUDS(UD.N): ., 12-160 MN.NAILS ONE AT SPAN5<6 n BOTTOM RAE•-Darr 3/4"AND I"ROD AT 51MP50N STEEL STRONG WALL,511=PLANS AT ALL SPLICES �srA 6F 7/r lW LamTH IST FLOOR RILLS TWO AT 5PAN5 FROM V TO 12' N- w IrMH -� THREE AT SPANS>12' � SBU44 POST BASE ry 2'X3�8'X3'WA5HER PL W/NUT EACH 51DE UNLESS NOTED OTHERWISE ON PLAN (4)MALS MN N I ABU44 OR ABIJbb,SEE PLAN Q n'ttm(I,rPa 05-22 COIL STRAP UPPER STORY SHEAR m WALL TO GIRDER ADNATE ANGHOR BOLT DETAIL ® EXTERIOR HALL ❑ (1.� FLOOR TO FLOOR TIES I l BELOW GONNEGTION Q 4 I FOR 5ET BAGK WALL5 HDU HOLD-DOHN5 AND 5TRONC WALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.TS. LOCATED AT EVERY STUD \ In'm HOOKED AMGHOR Bar W/T' NOTE i \\' FOUNDATION MINIMUM BOLT W 5'MINIMUM EMBEDENT ENT OR 10N I`� J4.T5. I4 ,<,TS, (OL 5WfS LIVER SIEATHN6 PIRM bd lGMrt;N(0111 x 25 Lft)MALS. U CA STRAPS oust 6fAMIb PROVIDE 10d 04010N(0191 x V LAJ6)NALS. I \ \ GOLUMN P05T BOTTOM ANGHOR ~ 6 ALLOWABLE HOLES - \ LOCATE AT EVERY GOUIMW 6IRDE2 GOMIGGTION R�R�'TER RNalor� (n TO Kff VA tr,Tac 8D NAIL a 6"01G AT All PANEL EDGES " \ �5d WLS TGE Ww 160 NAIL a 24'0/6 IGD NAIL®24 0/G Z U A5 FM WFfAt 51MP50N HGP HIP HIP RAFTER, 5XHE0ATSt5fIN6 PLYWOOD LVL Headers and Beams W Microllam® LVL W WM CORNER TIE SEE PLN INTERIOR 1.3E TimberStrand® and Q NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT (4)NAILS MIN N LSL hole zone Parallam®PSL 2 x diameter of the Y depth 0 WALL RETURN 5 PROVIDED AT ENDS OF ( a.113J6TH hole zo largest hole(minimum) 0 BRACED WALL UNE THE 6000 HOLD"MAY I I• Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH I6� SIDE)G5-22 STRAPS PER DETAIL 4 IN LIEU OF I 13/4'MIN It�J6TH ) `` LSTA36 STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO 511�F'S0N BP WASHER `.j SD NAIL®b' EI ° ° AT ALL PANEL EDGES INTERIOR d I SILL PLATE w bd 2x AW SILL PLATE. DOUBLE NAILS a 4.0/G 511.1 AT FULL BASEMENTS ° EXTERIOR ° - � - - GYPSUM BOARD i 5/B DIA STEEL ANCHOR J 1"MINIMUM --- - - 80 NAIL a 12'0/6 AT ALLEMBEDMI3IMicrollam® LVL and BOLTS MAX.2'$'OG_ Lx b RAT VNJ.EY T EXTEND BOLTS MINS T INTO G5 22 COIL STRAP ,Vac SW ro R/fM MEMBERS NOT AT PANEL EDGES Parallam®PSL fpµ,WITH n�NED NUT t MM. allowed hole zone 3'x 3'WA5F�2 TO EACH BOLT. (2)1 x i ACQ 5MP'SON LTP4 PLATE NAILED TO middle span PROVIDE TERMITE SHIELD SILL 56PSILL PLATE ,cN GOL STRAP 15/32"OSB OR L5T,A36 VV 10 ION NAILS BAP SEAL AND MAINTAIN 8'MIN. RM AND SILL RATE A li 0/O AT FAC"PA91R MM INSIDE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed hole zone d r` � r- I- LAGATED 2'TO 6' PLYWOOD SHEATHING � NTL W(2 .08011E AND W IEy RR NTi3't�GiS BELOW(2 EACA GORt� FROM TOP OF WALL fT20M WD TO FINISHN®GRADE NOTE: HIL As rst rA�t1E eep wrcM PLAN VIEW PLAN VIEW til � r: �- � r �- N Co Tall=Zgao* COIL STRAPS UNDER SHEATHING,PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL General Notes Q N N ry ri ti N ui SEE FOUNDATION PLAN EXTERIOR WALL TOP o N N ri ui STRAPS OVER SHEATHING PROMIDE:ION COMMON(0.131 x 3'LONG)NAILS. EXTERIOR G�N� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded) LAY-OVER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only. ly nd STORY CORNER GONNEGTOR5 TYPIGAL ANGHOR BOLT 5TUD TO RIM J015T TO 51LL PLATE 51 RAPPING DETAIL PLATE H11� GONNEGTION ALL FRAMING 4Y8' • Noholesi canal p, ,a 5 z" 1%4' • No holes in cantilevers. 8 LOCATE AT EVERY 5TUD N.TS. I� tires I v 4NY=-�Tl 7Y4"to 20" 2" • No holes in headers or beams in lank orientation. See illustration for Allowed Hole Zone DO NOT Cut,notch o/drill N.TS. LO<:ATED AT EVERY CORNER N.TS. LOCATION AS NOTED N.TS. TS. P holes In headers except as Z z Indicated in illustrations and tables. co a a Z Z Z O Z Z Z cV Q. A MINIMUM OF TWO BRACED WALL LINES(DW.)ARE'Rfid111RED IN EACH DIRECTION OF A BUILDING. BW..S SHALL NOT 19E SPACED plmp�e�ip AJp ry� 1TiN6 n o 0 o F o o J w MORE THAW 60 FT APART. WALLS WITHIN A BNL SHALL NOT BE OFFSET BY MORE TW 4 FEET PROM A OWL.. OWL LOCATIONS ARE N� TO TOP OP PONY wALL 1'1159---��I I �� TO TOP OI"POMP w4L f usty n � W_ � j co U) a ¢ c~n ShP�GN DITIZ H0.DbMJ AT G5-W5P DFAG® SATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I w a6 ab U WNL END PANES(i`!PN A)HDU A5 I*M D A BRACED WALL PANEL(BNP)SHALL BEGIN H THIN 10 FEET OF EACH END OF A ENI... THE DISTANCE BETWM N ADJACENrT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER EDS i OF BNF"" SHALL NOT SE GREATER THAN2O FEET. THIRE SHALLBE A MNMUM OF TWO BWP ON EACH BW-EXCEPT AT 3 V2'WIDE LVL HEADER(SEE PELAW o 14000, AT DRAG®WNL DErALS G MD R WALLS<IG,FEET LONG MAY HAVE OPE 4W OR LONGER BN. EINP ARE TYPICA LY G5-W5P SHEATHED BRAZED WALL PANEL5 (TYPE A)OR 6YPSUM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BNP TYPES A c`b-10D MALS AT DRIz AND B DO NOT QUALIFY DUE TO MINIMUM LEN67H REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. coNTIN1oU5 TO OUlT51DE of PAAHB BNP TYPES ARE INDICATED ON FLOOR PLANS. 0 N ® 3/8'm THREADED ROD ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET' • GONTINUOUS 111'4 MIN DEEP HEADER TO � CONTINUOUS HIVs"MIN DEEP HEADER TO NOTE:WHERE 24 WE MNIM1Ni IT111 HEIGHT THE MNMUM OF TABLE'Rb02.105. NAIL I(b MINIMUM WALL WALL RETURN 15 PROVIDED AT ENDS OF SHEAIHIN6 NTH bd NAll5 O 6'10/C AND 121O/o(FIEi{D)AM PROVIDE 2X OUTSIDE KIN&STUD(SEE PLAW Q OUTSIDE KING STUD(SEE PLAN) q PMH.876E GS+GP BRACED WALL LINE THE 800* BLACKMG AT ALL UNSUPP0RTIED PANEL E06Mti PROVIDE boo POL1N D HOLDOW'l FASTEN J'SHEATHING TO HEADER W FASTEN J'SIEATHIHS TO HEADER W Z HOLD"MAY EE 61MINAl1D. Pf32 DETAIL W OR 20 AT ENL75 OF BRAC MALT.LINES THAT D0 NOT HAVE 8D NAILS 0 3'O/G IN EACH DIRECTION 8D NAILS a VO/6 IN EACH DIRECTION W EITHER A 24'MNM1M MAL HEIGHT WALL RETUFLN OR A 48'MINIMIM BI'IP. 51MP50N LSTA24 STRAP ON BOTH SIDES AND 51 ISM I-STA24 STRAP ON UNSHEATHED TRIM TOP OF PANE_AS RE01D 2 V EACH OF HEADER TO JACK STUD W/Hb-100 NAILS FACE HV 16-100 NAILS 11. TABLE R602.105 MINIMUM LENGTH REQUIREMENT5 OF G5-W R _ z_ 6x114.505 SCREWS CONTIN10U51_Y SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 FASTEN TOP PLATE TO HEADER W 2 O m p WALT- MIN PANEL BOTH SIM(4(4 STRAPS PANJ ROWS OF I6d NAILS a 3b/G ROWS OF 16d NAILS a 3'o/G W L �- AJAGENT CLEAR MINIMLN1 LENGTH OF > Y HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL U HEIGHT(FT) WIDTH'L' U ,11 PANEL SHALL HAVE A LEH&TH V OF Nor PANEL SHALL HAVE A LENGTH"L"OF NOT $ 28' Q V LU Q -SIMPSON CNa^I COUPLER NUT <b4' 24' � LE55 THAN 16'FOR 8 FT WALL,16'FOR q � LESS THAN Ib'FOR ONE STORY AND 24'FOR 8 &0•TO qb" 30 PLAN FOR ACTUAL LENGTH FT WALL,AND 20'FOR A 10 FT WALL 513 SEE PLAN FOR ACTUAL STORY APPLICATION. 10 54' PAHL,VERIFY PANEL 15 PLUM U O _xx x_ 51NP50H 5W5B STRON644A L 5B Z <b4" 21' 6YPSIRI BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE Q Q 0 3/8'm ANCHOR BOLT OR q 64'TO 80' 30' 48'HNIIMLIM IN LH46TH ON BOM SIDES OF WALL PB2 TABLE � � >� 12 42' NOTE:DETAIL APPLIES TO ADHESIVE ANCHOR 80"TO qb" 41' `1602105. S�1�'6YPSM BOARD NTH 6d COOLER NAILS. (2)JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PIAN BOTH ENDS OF HEADER Q a u <64' 30' Agl5"X 17b'SYPSUM BD NAILS,OR ANE'X Nib' 10 64'TO 80' 30' MLS•T'O/G(97615)AND TVIC,(PIELD). BLOC•ICIN615 NOT rl 80"TO qb" 38' `R6C>XWW AT IR15l1PPDRTED PANE_ED9 5 MEN PANl3S ARE BLOGKIN&AT PANEL.EDGE BLOGKINIG AT PANEL ED6E-S u N ❑ INSTALLED HORIZONTALLY. PROVIDE.JOIST OR TtR1155 OR FULL "Partlal credit for panels 36'to 48"wide per RbO2.1052 HEIGHT BLOOM DIRECTLY ABOVE AND BELOW TYPE B WALLS. TYPI GAL HOEDOWN DETAIL AT ONE JACK AND KING STUD' ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES 'L" EQUAL TO w U TWO KING STUDS or > 12 CONTINUOUSLY SHEATHED WOOD co „ „ - FASTEN 7/16'SHEATHHN6 TO EACH STIR FASTEN 1116'SHEATHING TO EACH STUD F FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A g GYPSUM BOARD GB TYPE B AND 51LLw8DcoMMOHNAIL503' AND SILL WrBDcoMMONNAILSe3' z m FASTER 1116 SFEATHIN6 TO STUD 1 NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/8d NAILS a 4'o/G lui �KT PORTAL DETAIL"A'ONLY APPLIES " TO 2 FT TO 18 FT WIDE OPENIN4%. SIMPSON ND115 HIOLIDOWN NV 14 114'505 51NP50N HM HOLD"YY b Il4 Z TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO 5CRF1L5 IN DOUBLE END STUD 505 5GRBNS L O FLOOR ABODE. � HD114 HIOLDOHd1 HV 10-1/415M PAN TO SIT DIFMG1LY ON TOP OF ASED ON 5UF'PORTIN6 FACTOR C\ WIND SPEED,EXPOSURE B,30 FT MEAN,ROOK=HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. CONCRETE FOUNDATION WALL SIMPSON DT71Z HAA7wN AT fb-W�P tSRK� WALL HEI6Hrf5,AND 2 BRACED WALL LINES 2-I/rOANCHOR"X2" OR EXPA SIER ADJUSTMENT STORY CONDITION ADJUSTMENT 801 T WITH 7X2'X*(b'PL H HASHER W �' I` L� WNL I!NP PANS A HDU AS OVER CONT B En'm ANIGHHOR OR EXPAN51oN BOLT Q 'ti' GLE Z�O I AT WM WALL PETALS 6 AND R EXPOSURE CATEGORY ONE STORY G 12 OUNDATION BAR GOVT IN TOP OF CONCRETE I-- ~ 9r. i *4 BAR CONT IN TOP OF CONCRETE 2-I/2'm ANCHOR OR EXPANSION BOLT STORY BWL SPACING METHOD 6B *3 TIE \C SHEATHINf FalmAnoN FOUNDATION s ® 8-100 NAILS AT DTTlZ : : EXPOSURE CATEGORY ONE STORY D 15 Ito BAR CONT N TOP AN7 BOTTOM Q m TOP 10 25 55 PA85-18 ANCHOR BOLT OR Yd THREADED OF CON CII;EM FOUNDATION SIMPSON 587/8X24 OR PABT-18 ANCHOR � � ' EXPOSURE GATE60RY TWO STORY G 13 EXTEND WALL SHEATHING OVER RIM JOIST a ROD W KA5H-RPI ATE,SEE DETAIL 15/01 EXPOSURE GATE6CJRY TYPO STORY D Ib BOLT OR Ye THREADED ROD, W }C1 TOP 20 5.0 10.0 OVER RDD wr WASHER PLATE,SEE DETAIL�/D 5rEE DETAIL Isrol 0 ROOF EAVE TO RIDGE ROOF ONLY 15 FT 13 P� E06E WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 0 FT WIDE OPENINGS. fU i/ 0 � TOP 30' 1.0' 145' FRAMED ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTIN C,LENGTH OF 4V TONARDS R602.10.3(I)MINIMUM LENGTH WALL TO 13E USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS TOP 401 q.0' 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REWIREMENT5 FOR BRACED WALL PANELS AT BRACED)WALL LINES. WNL-TO BE GONIRIBIJrIN6 LENGTH of 48'TOWARDS R602.1o3(I)MINIMUM LENGTH SIMPSON STRONG-HALL.RECAlIRE5 ENGINEERED DESIGN TO Yo Cd : ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 LEE ON FIRST FLOOR APPLICATION ONLY. REaUIREM4T5 FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DESIGN WIND LOAD AND CONDITION TO DETERMINE PANS SIZE AND ANCHOR BOLTS FOR TOP 50 11.0 23.0 ROOF HAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 .......................................................: I I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP I TOP b0' 13.0' 215' „ „ JOB NUMBER WALL HEIGHT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL - 3/8'm ANCHOR 13aT OR BOTTOM OF 2 10' 5.0' 105' WALL HEIGHT ANY STORY a FT D.aS „ �� �� DETAIL - TYPE E DET �CALTEYPE FADHESIVEANRBO WALL HEIGHT ANY STORY II FT 105 RAn�ES-PF DETAIL - TYPE C PFH DETAIL - TYPED E2016023 WALL HEIGHT ANY STORY 12 FT 1.1BOTTOM OF 2 20 q.0 Iq.O OPER FIGURE 1602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO PER ENGINEERED METHODSHEET NUMBER NUMBER OF BWL PL9t PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 215' Q NlN7�OF BWL PER PLAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 01 11.01 3b.0' NUI M OF St PER�`N DIRECTION AT STORY 5 OR MORE lb OLDO',�I /� 'Tl/ GYP BD FINISH OMITED FROM INSIDE FACE OF BNP 1.4 ('21 B RACED WALL PANEL DETAILS Y YN DETAIL AT SLB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY a 20 J4.T5. BOTTOM OF 2 60' 25.0' 525' AGYP 50 FASTENIN& ANY PPLIES TO METHOD 6B ONLY STORY 4"O/G o.1 p_, NOT TO SCALE UNIT 63 (MODEL D- 15 ) UNIT 64 (B-2 ALT- 2 ) 0 w Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) A k EXTERIOR WALL: W HARD141MK CLAP A 01% z 130AFD SIDING HATCHED AREA 132-5 w E TYVEK OR EQUAL INDIGATE5 LOCA-ION 1/2"5HEATHIVo OF FIRE RATED FDOF 4 41-01' 0 41-0" 0 GOVT.21x4'BLOCKING 2"x4'5TUD WALL Ib'OL. HALL HEATHRID,4'-O' (NO VENTING) (NO VENTING) 0 4yyyyJ FROM CENTEC) v RIDGES TO ALIGN by AZEK R106E5 TO ALIGN 0 CONT.ALUM.FLASHING W FIREWALL-EACH SIDE-FRAMED SOFFIT— BOARD 0 HOOD TRIM) RIDGE VENT 2'x4'OUTRIGGERS 0 16'OL. DRIP(DOLOR TO MATCH TRIM )ARD z T 14 R106E VENT 4--J co 5/4"xb'TRIM ------ IN r--q TYPICAL ROOFING: + V4 -WATER 5HILD ARCHITECTURAL SHINGLES I-ON ALL 12 14,K' ' j U) HAj�b LVE 15# FELT UNPERLAYMENT GUTTERS 4 LEADERS z 2 IOLARK. x1/1-0011 INTERSECTION 5/&" PLYHOOO 5HEATHIW7 B2-11 0 ��Pgp_ PHALT ROCT11*5 4 IN AZEK RAKE BO W < ALL GUTTERS 4 LEADERS SHALL 13E BAKED HORIZONTAL w GUTTERS OF BRE K 0 WHITE ALUMINUM 032'MIN.GAUGE,6U11 -CLAPBOARD 510IN a .24 IN 3'AZEK TRIM(TYP a — IN12"AZEK TRIM SHALL BE 5'SEAMLESS,0.6.STYLE W ALL -q'-Q`r0,,ABL -HIP 10 5- Vx AZEK RAKE EV W 4A 10 5 . ......... -rp) EJ -) T/ RELATED 4 REQUIRED AG(E55ORIE5. I EADER5 -__ _­ ­ ­-, _1 ­ I 1. .111'.., . .. I . I. ,e,//�,/�/ A- 12 cl) SHALL 13E MIN.2'x3',D_r'GAUGE W GLIP5 t —DEN71L BLOCK#PTLB5x4xl 20 FXF BY"ON"OR EQUAL ___f % ... .*.":. A&N6 E AM T1 ANCHORS. CAULK 4 SEAL ALL JOINTS. PITCH DENTIL BLOCK#PTLE35; A^RMER LIJ _x 0-AZEK"Flt Vu ry GUTTERS MIN.I/b/FT.PROVIDE P.VL. Iv_TAL Roc 1:--- 41 : ** 6'HIGH BLIND LEADERS(ao5w CAP PESIeW. 5/4'xb"AZEK TRIM BY'FYPON'OR EGJAL RECEPTORS 6'ABOVE GRADE TO RECEIVE 3"AZEK TRIM MPJ 10.5' FFLA5HIN6 by HIGH BLIND] TYP,EXTERIOR WALL: ...... IFLA94ING -,ABLE INGLE C TYVEK OR EQUAL �_J SHEATHING _7 L77�1'f END 7- -1 J I I_L1--- O.H. 2x4 STUD WALL Ib"OL. 12'OH z b"17 0 b tj ---------- um DETAIL 2 LINE OF GABLE F I H I END WALL 7 E32-1 -oil 11/2 =1 qr�J�TEHT. I _011 .......... VERTIG _4-1-- 12 TT-TT7r-r -1 - -7 (BOTH 511)t5 0FVO OR -0 off -7 T7 1-117 H 0 CLOSET F n- HIGH BLIND FLA54IN:6 PLATE HIT. ED [ED PLT HIT Y11 A I I I I 12 LINE OF ROOF O.H. 0 TRU55 BEYOND 4- ILL Jj . Lr) I ! I JJ I t-,,-7.1-IT1 J�_ _1T, i,_. ILI n LL I rn z 7_191 L-L-]--I I I (3) 2x&P.T. GIRDER Oj� (z) BEYOND AZEK ryyyyyyy! ARD TRIM 50 Ixb FA5GIA BOARD ALL 510E5 ryyyyyy! ENNNN_q TFTTTTTT COLUMN a cOVEREE T I i 7 PORCH BEYOND >-01 I I I LJ I I I I I I I I I I 1 j FIN.15T FLOOR 5IMP50N LL628-3 FACE I 1 11 - 5 -1 1 1 1 j, I . *11 1 1. �� I \ rT T FIRST FLOOR MOUNT HANGER ELEV.+0'-0' C 77/7 (3) 2xI2 P.T. GIRDER BEYOND L-- - - - - - - - - - - - - -- - Ix4 AZEK EXTERIOR HALL U) Ix AZEK TRIM BOARD OVER TRIM ALL HATCHED AREA I"X AZEK -HARDIPLANK SHINGLE 5101% &NININN, - - - - - - 6IRPERS,(TYP) SIDES INDICATES LOCATION I'X6N TRIM TRIM ALL -TYVEK OR EGUAL OR OF FIRE RATED ROOF 4 ALL 51DE5 51DE5 -1/16"0513 SHEATHING v w w-;I, I !E El 5IMP50N BG52-3/6 P05T HALL SHEATHING,4'-0" -2x6 HOOD STUDS a Ib"O.C. FROM CENTER OF C) GAP ANCHOR -61 R-Iq BATTS 100 SQUARE HB46 PERMA CA5T FIREWALL-EACH 51DE LJ 1-- z COLUMN #463b2 1AV SQUARE FLAT CAP 4 BA5E (OR EQUAL) - 4" COLUMN TO BE ,4" PROVIDED H/SPLIT KIT BASEMENT X6 P.T.P05T WITH 5IMP50NTI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - -I-11 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. 5LAE3 ABUbb POST BASE (TYP - ALL - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GOLUMN5) b z UNIT 64 CIS,HR 51EPERATION UNIT 63 ( 15 ' PORCH) PES#33b TYP. REAR COV. PORCH DETAIL FRONT ELEVATION 0 B-2 ALT-2 (MAGNOLIA)- )132 5 A rB MODEL D (LINDEN) 11 11-01 0 3/4"=V-0" 132-I 1/4 2 HR 5EPERATION rA ,dl B HALL PER UL#336 B2-5 41-0" 41-0" PROVIDE STEPPED FLASHING ALONG CABLE END LOUVER BY (NO VENTING) (NO VENTING) TYPICAL ROOFING: ENTIRE LENGTH of: INTERSECTION OF 'FYPON' #LV12x24 ARGHITEGIU;ZAL 5HINGLE5 15# ROOF 4 VERTICAL DORMER EXTERIOR R106E5 TO AL16N FELT UZERLAYMENT WALLS.FLASHING TO 13E MIN 8'HIGH w co 5/5" PLYKOOE? 5HEATHINa (BOTH 51DE-5 OF DORMER) vi d r.: C6 -: CN C4 C4 cl P% -: C4 Lq RIDGE VENT RIDGE VENT eq cq V) M 0 -1 �z RIDGE VENT HAPDIPLANK -7 7- 411 ­---=Inx AZEK RAKE W W/-- —7 HORIZONTAL CLAP 51DIN6 IN 3'AZEK TRIM(TYP) - ----- X z z /V4z 6'AZEK TRIM 130AFD 6-5'DORMER PL HT -----------------------1 j, 1T 4- T iriz 77 ABOVE 15T FLOOR 12 (0) co (o o o o p zo zo Z5 w Ll � -.1 J- li� - z z 0 12 I"x AZEK RAKE 130 W V5 65 Vj -A Iij q I*x 3'AZEK TRIM(TYP) W I.J i I'IJI I A I w _j 71 uj -2Xb ix w w w 0 LINE OF CABLE 3 I+, ILL! I L 7� (3)2420 F>1) "LLED) co __7 b"DIA6.AZEK F ENO WALL L ql-Olf I_1J,1 I� J- -7N 0 12 TRIM BOARD FRONT GARAGE Q -ALIC A5G 1) WALL PL HT. fbo" Hlofl BLIND. L j TRAY CEIL.BEYOND 7' Q± FLASHINGTTt 7 61 HIGH BLIND GARAGE HALL FLASHING, 7 IJ Ixb FASCIA 130. BELOW E ER UL#336 WALL Pi FA5GIA5' JT­ _Fli ALIGN 2 HR 5EPERATION z _4 SEE DETAIL I/FW-2 MA5TER BEPRQaV GREAT ROOM 4'-2" 4'-2 Qar-- �trz-Tirr-- 571 PLATE HT. C-) 'PLT HT 11111 / I x FVTI I ro" fly IL -0 ...... I Aj zkj a I I I I 10H.1 f O.H. ET] Lf TT— ­ O.H. > I _fir ==:j IF= R,-1 w rTTIz ' ' DORMER PLAN z I 1XV AZEKII A/I z �E FRIEZE W. AA] il-- 1/1111,vVp fl I 1 7.-1, HIII),TH HIE�TH -011 B2-1 ------- FF111 I L 1/4"=1 co n J6/ A� I C11 b" AZEK TRIM yy BOARD,ALL -T 1.r-i -.I:- 1:-+h! I I l : _Y:; �y I I // i i i i i t6'AZEK TRIM ///A ALLSIVE5 L i fa I'VI/I,/ I 1 1/ 1111 1 Ili w A-j K rl'ArV Y ------------- 2015 IR6- R312.2.1 FLOORFIRST i JT--T LU FIN.15T FLOOR �01L _j =L=t7-= ELEV.+01-00 1 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN 2015 IRG- 62421h (503b) OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24' C7 0 o rn 12" 50UA RE Gil DERMA CAST I IF Tr--- I tTERMINATION I THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SMALL COLUMN W 6 3UARE FLAT GAP 4 1 11 1 I"Xb" TRIM BA5E(01 Z Ec,UAL) - CORNER (ox(o P.T. PO5T H/5IMP50N I"Xb' AZEK 6xb P.T.P05T WITH 5IMP50N INPUT Of: 10,000 BTU PER HOUR 0"OR I F55 SHALL BE COMPLY WITH ONE OF THE FOLLOWING: 0 II II II I BG52-316 P05T GAP ANCHOR 4 - LOCATED AT LEA5T 6R FROM ANY AIR OPENING INTO A ALL 510E COLUMN b EIE PROVIDED H/ TRIM BOARD OPENINGS THAT WILL NOT ALLOW A 4 INCH VIAMETER5PHERE BG52-51(o POST CAP ANCHOR ALL 511?E5 51MDWN ABUbb P05T BASE(TYP- EA)ILDIN&,AND 5"AN APPLIANCE WITH AN INPUT OVER 10,000 s SPLIT KIT 1 t 5IMP50N ABUbbZ P05T ALL GOLUMN15) TO PASS THROUGH THE OPENING IN ITS LARl5E5T OPENED t6RE55 I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE WIN LOH BA5E H/Vb"DIA ADHESIVE HINDON I INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND POSITION. w FALL PREVENTION DEVICES THAT COMPLY ASTM F 2ojo ANCHOR (M ALL GOLUMN5) i'LL—M-Mill I m I AN APPLIANCE WITH ANI INPUT OVER 50POO BTU PER HOUR 0 10" 5QUARE H346 DERMA CAST cz D 'N LI--------- (THE WINDOW OPENING,CONTROL DEVICE AFTER OPERATION To SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION c/) COLUMN #46382 H/5WARE RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW To FDI FLAT GAP 4 BASE(OR EQUAL) CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING 0 INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE /I/ CORNER COLUMN TO BE AREA OF THE WINDOW UNIT TO LESS THAN 5.7 SQUARE FEET. )/0 PROVIDED W SPLIT KIT .............................. .................. I BASETI�NT JO UMBER BA5EMENT — - — - — - — - - - - - - - - - - =ri-7—T — I-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v rT.O. 5LAB r _17 - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - -- - -L - - - - -- - - -- - - - I - - - - -- - - - - - - - - - - -- i Li 2016023 12 HR 5EPERATION ii SHEET NUMBER UNIT 63 ( 15 PORCH) WALL PER UL#336 UNIT 64 < *No;��T ,440 �I A2 7 B rA -REAR ELEVATION UNIT 63 UNIT 64 DUET CLUSTER, Z 1/4111 1'-V 0 0 - 15 (B- 2 ALT- 2 ) ELEVATIONS U) MODEL D (LINDEN) B-2 ALT-2 (MAGNOLIA) (MODEL D - `LB2 � 1 COPYRIGHT ORCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED A F- r A5PKALT ROOF SHINGLES z w D-5 INSTALL ICE 4 HATER SHIELD 0 R106E-5 TO AL16N PER MANUFACTURERS q 0 112 5PECIFICATION5 TO MAINTAIN RIDGE VENT PRODUCT WARRANTY PLYHOM 5HEATHM 0 *6 NOTE: z a) fu 0 1,-0- APPLY ICE 4 HATER SHIELD IN 15#ROOFINC,FELT PAPER 0 II-oil F- GABLE c--6ABLE FAIR�EATHER HHEN THE AIR 0 cn rn ENE) ROOF PECK AND MEM13RANE INSTALL ICE I WATER ENE) ROOF f RAMIN& 5HI"PER LINE OF GABLE O.H. ARE AT TEMPERATURES OF MANLIFACTURERS SPECS.TOoN O.H. MAINTAIN PROMT WARRANT�. 7 -7- 40OF(5*r,)OR HIGHER END WALL CARRY POHN FRONT Or-FA-cvIA- V) 23 MIN 4'TYPICAL 2,5 d z cn:5 CD 0 w r- m LINE OF GABLE 0.40 AUHIKH CIRIP EDGE / 4 END HALL CAP Lo to ch 71 7' co cn 6LITTER ❑ GABLE END ---—-- ------- O.H. ............. Ll I"Xb"AZEK 1,J -111 1 1 1 1 J,1 -1 FRIEZE 50. �T— b-H161­1,,BLIND -j ITE D i- 12 it­rl 171-1-! 1'1- - ' 10.5 z T iI. 7t • MASTERED ED 0 T r 4TIT I T jT A, lI LT PLT HT APPLY ICE t WATER SHIELD IN J­ --t FAIR WEATHER 1� 0 1 1 1 L -E AIR 1J, WHEN 11 ROOF MK AND BEDROOM #2 JI ! i t i 1 1 1 -0" ......... J- I I MEMBRANE ARE AT F j —PLT FT- O.H. TEMPERATURE5 OF 40*F WO)OR z 1-j O.H. H16HER. J�i 0 -ii i I ­J -1-AIAL J- 4 • -j FASCIA BOARD AZEK SOFFIT pvG,5mTrER5 IN 0 --------- --A • BOARD W/2'CONT. FIXED HINGES.WIDTH 52 VENTING OR VENTED LL Ln ----------- --- -------------- OF SHUTTER TO BE VINY1.SOFFIT I t' ILIJ! Li F F 7- TH OF 1 0 y HALF HIP iL .......... t --------------- z U �LJ ------ NINDOW(TYp) _ _ _ _ _ f T, -4 A, I C) -J) 1__._�_____� �_. _ __ .. . 11 ffl-, J -J I- T`, i� , _ El LH ii J1 I II dzi L --t t j, ------- 7 -011 771 , I TEL- F SCALE: 1 1/2' DETAIL 2 111 1-J­ Ll 1 J-, 1.11, i 'if 1 1' J­--j T.j­......... -1 �7 N 1 -1 i V. ­�.. I-- ­­ I-, 1� I -A, 2 1 . 1 FIRST FLOOR T • FR5TFLOOR A. 111X411 ,AZEK LINE OF GREAT LINE OF FOYER BEYOND TRIM BOARD ROOM BEYOND ALL 51DE5 w I I � ❑ w C) - I I I � � BA5EFIENT BA5EMEWi+ u T.O.SLAB T.O.SLAB F- FNN-q -RIGHT END ELEVATION 11 11 u z w C) UNIT 63 ( 15T PORCH) 0 LINE OF ROOF MODEL D (LINDEN) RIDGES TO AL16N BEYOND OF UNIT 63 LINE OF ROOF ­45" 1 BEYOND @ MA5TER 12 5 B2-5 LLI cq co to LINE OF DORMER C4 C4 C! f": 17 Cq tq INSTALL ICE t HATER SHIELD BEDROOM RID I 6E VENT AZEK SHEETING ON 51DE5 ROOF OVER GARAGE IN N co M 0 PER MANUFACTURERS . . . . . . . OF DORMER TYPICAL ROOF BEYOND SPECIFICATIONS To MAINTAIN i I , . I , , I . . . . . . . . . . . PRODUCT WARRANTY 5E RIDGE VENT ­gp RIX VENT NOTE: APPLY ICE 4 HATER SHIELD IN in FAIR HEATHER WHEN THE AIR, 12— i ROOF DECK AND MEMBRANE MIN 5.51 um z ARE AT TEMPERATURES Of I E EXPOSED LOH co) a. EX D 1 6=7 6 z co) co co RA615. .7 C*4 40OF(500) OR HIGHER. LINE oF'eAI z z z 0 z z z F5 ROOF BEYOND 0 0 0 2 0 FLUSH ROOFS Ixe�FASCIA BE) I I . V5 V5 V3 (1) (j) (L < cn > w > zt 5'AZEK Lu W -j 6" a w w w WE eb 0 71 FRIEZE D. OH GREAT ROOM L -VITITFU ty-Fri BEORM#2 I IL 44 — — PLATE—HT. Wili, 'PLATE HT 0 PLATE HT. 2015 IRO- C-72421.b (503b) 411 VENTING 5Y5TEM TERMINATION LOCATION: EE= f�l j ­11 1 11 1 11 11 1 1 1 1 1 �;TT7 OH THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH ------- T17T AN INPUT OF 10,000 BTU PER HOUR"OR LE-55 SHALL BE LOCATED AT LEAST 6'FROM ANY AIR OPENING INTO A I I z AND 511tH AN APPLIANCE 4-1 AL -1L . . . . L11 I I I U.- LLJ 1 -1 L: LLLI EXTERIOR HALL BUILDING, E HITH AN INPUT OVER w 10,000 BTU PER HOUR Off NOT OVER 50,000 BTU PER 2 HOUR SHALL BE INSTALLED WITH A q INCH VENT 10" SQUARE HE346 PERMA (L 52-1 CAST COLUMN #46352 W- 0 C� HARDIPLANK SHINGLE 5101%, TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN b Lu -j 77 SQUARE FLAT CAP t -TYVEK OR EGUAL Lu w INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST FT-rtz > A 12 INCH VENT TERMINATION CLEARANCE. BASE (OR EQUAL) - I-J.L-Li-LLLJ -1/16"OSB SHEATHING ,E.THE BOTTOM OF T Q Ill 11 11 Ill 11 1111 11 11 ill 11 0 tii -2xb HOOD 5TO5 16"O.G. Lu w THE VENT TERMINAL AND THE AIR INTAKE SHALL BE CORNER GOLut"IN TO 13E I ITIA 11 1 = I Ill I L. LOCATED AT LEAST 12'ABOVE GRADE. PROVIDED W SPLIT KIT 1, r T-F-P F7TT 6'R-21 BATTS z L Utl w FIN. 15T FLOOR -T I I ill 111 1 Ull 11 1 Ill 11 1 1 1 11 1 7M Ill 11 jjj�j 11 11 11 1 11 FIN. 15T FLOORJ 2015 IRG- R312.2.1 'IF rELEV.+0'-0" ELEV.+0'-0"r If ❑ w IN VIMIN6 UNITS,WERE THE TOP OF THE 5ILL OF AN OPERABLE WINDOW OPENING 15 LOCATED I F55 THAN 24" ABOVE THE FINISHED FLOOR AND GREATER THAN 121 bxb P.T.P05T WITH 10" 5a) RE HN157 PERMA HALL @ GARAGE ki C.) ABOVE THE FIN15HED GRAVE OR OTHER SURFACE BELOW 5IMP50N Br,52-31b (A5T GOLUMN #4b3&2 W BEYOND OF UNIT 63 0 ON THE EXTERIOR OF THE BUILDING,THE OPERABLE P05T CAP ANCHOR 4 5 0 U A RE GAP 4 HALL @ GARAGE WINDOW 94ALL COMPLY WITH ONE OF THE FOLLOWING: WALL® GARAGE 5IMP50N AB" BASE (ORE AL) - z •OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER BEYOND P05T BASE(TVP- BEYOND CORNER GOLJMN TO BE z SPHERE TO PA55 THROUGH THE OPENING IN ITS LAR6E-5T I ALL COLUMNS) (9 a a OPENED POSITION. PROVIDED K 5PLIT KIT - cn En ........ FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F W 20,510 ��N •0/-, (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR `n -E OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 BA5EMEW _jj"BA5EMENT Lu 5WARE FEET. IF r - - - - - - -IT - - - - - -IT - - - - - - - - - — — — — — — — — — — — — - --- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - -L - - - - - - L-- - - - - - - - L- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -L- - - - - - - - - - - - - - - - 0 U) 0 El ok LEFT END ELEVATION ........................................... 1/`1'N 11-011 )B 2---5� 'J013 NUMBER UNIT 64 1w .. 2016023 W SHEET NUMBER D-5 1-0 GABLE 0 L .H. B - 2 (ALT- 2 ) (MAGNOLIA)- UNITS 6 3 (MODEL D— 15 ) DUET CLUSTER cn, 0 (B- 2 ALT—& 64 2 ) ELEVATIONS c/) B2 - 101 Lu COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 214R SEPERAIION U WALL PER UL#336 1S1-0II Z w E 13'-0" 111-211 14'-4" 24'-411 I5-10" 5'-6" 4'-4" M.O. 51-4" O I II I-0 ` I 11 11-01, p..61-6" I-0 7_411 00 B O 7 20 I 20 FD1 ,Sxa F- 4-J co D-5 ,x,l DTI U - - - -- - - 47 - - -- N o s.u ,r ECORE55 `"Z_ HD WINDOW Hp Z V Q U) M .r, L X O cq d1 • •, O Q W c M 41 U o N4 A (2)2x10 P.T. o l_ ❑ = u') co M b FD1 FDI c� o ° 2x10 SLAB 4" WIDE J015T 5EA a 1 SEAT (T.O.W. EL.= -I'-I Y29 o 8" " 4'-11" 4'-4"M.D. 5'-1"S" 121-10" 10-0 Q � 1 ' UNEXCAVATED uNExCAv. u- _ _ 4"PG.SLAB WITH 6x6, _ — I 10" P.G. FOUNDATION WALL 4" P.G.SLAG WITH xb, T.O.W. N ° m Z N 10/10 W.W.M.OR FIBERMESH. 2 WITH DAMPROOFING ON T.O W. 10/10 W.W.M. OR FI ERMESH. EL: 0'-0" ' ® O MIN.3500 P51 GONG. b" S" FD1 I q 20"x 10" P.G.FOOTING (EL.-0'-10') MIN. 3500 PSI GONG. I -----, o Hp FDI (T.O.W. ELEV.= 0'-0") 20 ; U — _ I DTI i EGRESSH WINDOW 1 I'-o" z ° I FD1 � b'-b" b'-8" Io" Z 4 m I O o 2x12 FLOOR J015T5 m U 2'x 10" o ® lb"OL. I ( I O Tr;z 7/77777777, LL Ln SLAB SEAT _ o o 0 0 _ 5 y 5c�1}�i LVL LOW I51RDI=R I I I- HO 4"WIDE .5E J� 2 DIRECT VENT HE TING EQUIP. 4' WIDE J015T SEAT 1 ' jr 4 4 Z SEAT.TA.SEAT 4 ( FAPPLIANCE I(I 4 4 ELEV= (-)I'-Ii" I — — — G E RANGE APPLIANCES SHALL (T.O.W. EL.= -I'-I Y2") I FDI , \ i iiL FDI ❑ BE INSTALLED W H THE GLEARANGES FROM 12'P.G.FOUNDATION WALL ( = UNPROTECTED MBUSTIBLE MATERIALS A5 12' P.G.FOUNDATION L-- ---- ------- - --- ----- -----. .---- -' -- ---. .j F+i WITH DAMPROOFIN6 ON 4 I INDICATED ON E APPLIANCE LABEL AND IN WALL WITH �- - `° 21-0" 10" 24'x 12"P.G.FOOTING 131_211 I Fpl q'-4" I4'-8" THE MANUFAG RS INSTALLATION DAMPROOFIN6 ON 10"P.G.FOUNDATION I 11-ON INSTRUCTIONS. " 24'x 12" P.G. FOOTING " 24'-10" 13'-4" 10 DIREGT VENT HEATING EQUIP. *- M I I I WALL WITH DAMPROOFIN6 APPLIANCE CLEARANCE 3 IA L UMN ~� }�- ON 20"x l0'P.G.FOOTING = d I -- O 1IANGES SHALL BE INSTALLED ON `x 0"x 12' PG I I `r 2 4 WIDE I WI THE GLEARANGIa FROM FTG N -T.O W.ELEV. = O'-0" :a _-I I '^ I FD1-- .0 ., J015T SEAT. UNPROTEGTED GOMBUSTIBLE I�- I J I 38'-2" I I ~ RIALS A5 INDIGATED ON T}1E 10" W TOW.ELEV= A1�PLIAN(E LABEL AND IN THE L J 1 �1..•, 1 L- MANUFAGTURER51N5TALLATION �' I _2 PROVIDE FRESH IR INTAKE STEEL COLUMN _ 10" P.G. FOUNDATION WALL m INTRIIGTIONS. I TO MEGH EQUIP CODE ON 30 x 30 x 12 DP PG-n WITH DAMPROOFING ON V o0 00 I - - ;- i`- - 20'x 10" P.G. FOOTING ❑ VIDE FRESH AIR INTAKE p o ^ 6 (U. -N) r T , • 1 I V 1_ N i I 1 p 1 p 1 J I _ II i 1 II i.+1y O MEGH EQUIP PER GODE ;' (T.O W.ELEV. = 0'-0") HD 2x12 FLOOLJO� I 2x12 FLOOR J015T5 ® lb"OL. - ® 16,O.G. II \./ I1 LYL LOW ' 51 'xq X�'LVL LOW 6fRD R 5►�'xq X�'LVL LOW 5 4 X�'LVL LOW 61RQ R `5 'A& LVL LOW I I 1 L J BASEMENT SLUN AB I L J 4 ` ! :- _--, `- — — ,�k I l 8 4 *4'FG.SLAB(Mix PSI C.0 r i TVP.BEAM POG T WRAP ENDS OF _GS U) FD1 1 *.006 MIL.FOL VAPOR 1 I N TVP. BEAM POCKET — — — — — — — FDI FDI GRDR W/ALUMI AT PO�KET OR Z V *TAMP d FILL T 95SK DENSITY PROVIDE Y AIR SPADE ALL 51DE5 \ ; __. .__ _.1 I ` W WRAP ENDS OF GDR o o lY BASEMENT SLAB \ W/ALUMINUM AT I LA N I I I I L- .....-; ---- - • 4'P.G.51AB(MIN.2500 PSI GONGS (t>, --•:�1 .. o U POCKET OR PROVIDE 10 8-0" 15-0 - 14'-2" I'-0" , O I > • AOb MIL.POLYETHELENE,VAPOR BARRIER I/2" AIR SPACE ALL :,1 DASFfED LINE \ 1 p ' - • TAMP d FILL r0 g5SK DENSITY ;� -���. . � INDICATES FIRST UNFINISHED BA EMENT -- ---- -._._. ...._ ..._.. ___ .........__. -. r SIDES — J — I - - - -- - *&'-0'GEILIN6 = FLOOR WALLS ABOVE _I cv . UNFINISHED BASEMENT, *(R-13)CLOSED LL SPRAY �1 `r — — FOAM INSUL ALO IN51DE —I I I - `n c j • b'-O" GEILI%HT. - - — -- ---- - --- — ---- -- L J FACE OF FND. FULL HT _ _... _-._ _..... _7 INSULATION L J 1 I ( �' OR DRAPED BLANKET I _- _-_ ... . _ 1 .._ -_ -: -i R-13)CLOSED CELL SPRAY FOAM INSUL AL i:;I SOW I INSIDE FADE OF FND.WALLS;FULL HT b�2APED o `�-- I ( I BLANKET INSULATION 10" 5'-4" J *ALL HOT ' WIDE .101ST • ALL EXPOSED HOT WATER PIR,ING APID/OR HATINGI I I) �y PIPIN6 AND/OR TING DUCTS > • 4 i o TO BE INSULATEDD�N.Y.S. ( .OA EL.-=1 I Y2) I DUCTS TO BE INSULATED A5 PER N.Y.S.GORE. ?- CODE. ~' FDI J' 4'WIDE J015T "� D.O. 12 FLUSH = �� tr `r N I 11 I M I II I V I II 1 -C: l— F "- -- --- -I— SEAT.T.O.SEAT - - - - — _ 4 4 q I-0 I. -- .—.. "loll 0 N N N ri n m (� N 'q cV ELEV= (-)1'-1�" O 2 I LOOK JOISTS F _ I6" O.G. /// \1– — �I f I • — — — I/4"x Q I/ L I X' _� m (— — - 'L1JL- ..- --I- -5 Y�q Y2'LVL--LOW tRG_R I - 15 Y�'xq 'LVL 6tRM I I I I_5 Y'xx�l 'I LVL LOW — 01 J L ry 2 I �Ev. =o-o" n o t ( I Iq'-311 . ITDA::�\ I UNEXGAV. 2x12 FLOORJOISTS 1 0 8 4 4 P.G.SLAB WITH ® I "O.G. i I UP 4' WIDE J015T 5 T y �.' � 7 b 6,10/10 W.W.M. z z FD1 OR FIBERMESH. J o s j FDI 66 z °' a MIN.3500 P51 13R (T.O W; EL.= -I-I Y2) g `�' 4 _ z zz0Zzm GONG. �pl4 3 t - _ _ _ moo_ J u, 4'-b' 1'-0" 2' 8" 1'-2' „\ _ I 8" FD1 - - - - -- - - - - -- _ rn co cn cn cn a Q 2"x lo' FDI 62-5 t _ SLAB SEAT — 10" 13'-8" 1011 ;• \\Q W. � w ww r di oN5 U 3 2„ 11-0II 1 11 1'-0" 3'-10" 14'-b" i HD I _ #5 GO REBAR ,W/ 4'-0" o N • I- (2)2X12 FLUSH LE C-6® DPOINT OF ' SUNKEN LANDNG #5 CORNER REBARS W/4'-0" 2x10 SLAB N ® m I 2 Q FOUNDATION WALL 1'-6' LEGS® MIDPOINT OF T a = FROM TO d BOTTTOM. 10' P.G.FOUNDATION L SEAT i FD 1 051- ' p ( W 14R WITH DAMPR.00FIN6 ON FOUNDATION WALL 8 I'-b" I 4 WIDE J015T o FROM TOP 4 BOTTOM ! A SEAT.T.O.SEAT 2x12 JOISTS o I 20 x 10 P.G. FOOTING =1 I 4 ELEV= (-)I I I o I ) 10 b-bll lO" ill-611 I l0" D-5 " ® 1 " 14 2 v 8" UNEXCAVATED TYPICAL I'-0" (T.O W. ELEV. = O'-0" IS'-411 I p I- II 1_ 11 Lu 6ARA6E SLAB 4 WIDE J015T!)EAT o •4'PG.SLAB(Mix.3500 P51 coNG) UNEXGAVATED TYPICAL I I. I g p„� � F– 76 REINFORCED WITH 6x6,sono W W.M. ( GARAGE SLAB (T.O W. EL.= -I-I 2) a. } _ " a 1/2" LOW I *TAMP d FILL TO 95SK DENSITY �y q • 4 P.G.SLAB(MIN.3500 P51 GONG) I o • *SLOPE 6ARA5E SLAB DOWN 2' ( O REINFORGED WITH bxb, 10/10 HAM. W w HD - J ER L _ J TOWARDS GARAGE DOOR • TAMP d FILL TO q5�OEN5ITY I •r� ° W O W 2 12 FL T5 I - • SLOPE 6ARAGE SLAB DOWN 2" I T• W. HD o o HD M---1 o 0 ® 16"O. I TOWARDS GARAGE DOOR ( 5'-0 -0'-10') l_ l_ z B2 5 10" 2'-b" I I'-S" S" Il'-ID" I I ^II I S'-4 811 I 13-0" 20 co q w -0" 20 DTI 8"P.G. FOUNDATION WALL I DTI 1 5 O W/DAMPROOFING ON `r I 6 FD1 ❑ • 8" P.G. FOUNDATION L -2 -`w Ib'x8" DP P.G. FOOTING ° FD1 Q HD 4"WIDE J015T I = UNEXCAVATED o WITH DAMPROOFIN6 ON TOP OF WALL SEAT.T.O.SEAT (T.O.W.EL.= O'-0") I o 4" ( I6"x 8" DP P.G. FOOTIN DN= -1'-2" 4" P.G. SLAB WITH bxb, w c' ELEV= (-)I'-I " I 5 10/10 W.W.M. OR FIBERMESH. F 0 } MIN. 3500 P51 GONG. z r- ui 2xI2 FLOOR J015T5 . . I Z Q ® I6"O.G. o w i- _ -- 1 ............................. W I N I II I II II I N n V --- 2-0 2-b 2-6 O II-4 m ID" 3 AB l AB U '. 3 T.O W. ' G\-EI N F FD1 _ F- n* / 21/0 FD1 (EL. -1'-2") 21/0 HpJF HD DTI 2" DTI UNIT 6 3 ( 151 PORCH �' o ) W1h,h�kK I-0 161-011 M.O. 1'-4" 2'-0" 161-011 M.O. U UNIT 64 FD, MODEL D (LINDEN) • J a l'-0" 13'-0" IS'-4" Iq'-8" l'-O" 13'-0" � � �,0 B-2 ALT-2 (MAGNOLIA) 38'-6" 3q'-b" .... 0!Y(� > .................. 01 �V'-DII 82-5 (.2 HR SEPERATION D-5 OB NUMBER WALL PER UL#336 w2016023 HD= HOLD DOWiI MULTIPLE LVL GIRDER CONNECTIONS: GENERAL GONTRAGTOR5 AND SUB EGEIFT FROM TO REVIEW THESE UNIT 6 3 UNIT 64 DUET CLUSTER, Q SHEET NUMBER FOR ALL MULTIPLE LYL GIRDERS, LAC-7 BOLT CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND B2 � 2� REPORT ANY AND ALL D15GREPANGIE5 INCLUDING ANY DIMEN51ONAL FOUNDATION PLAN AB= ANCHOR BOLTS 0 TO6ETHER W/ 1/2" BOLTS ® 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES Z 51 6 5NG IMP50N FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENDS PRIOR TO GONSTRUGTION. DO NOT SGALE DRAWINGS. DIMEN51ON5 1411=11-0vl (MODEL D- 15 (B- 2 ALT- 2 ) FOUNDATION PLAN SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED, ww COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED CL 2 HR 5EPERATION WALL PER UL#336 3611_611 Z 10' SQUARE H646 PERMA 24'-411 e 15'-0" w o GA5T COLUMN #46382 W/ 4'-2" I2'-2" 8'-0" 7'-b" l'-b" SQUARE FLAT GAP d BA5E U (OR EQUAL) - CORNER 20 16 N g 2p o" 12 (3)3010 TR O '�'� U COLUMN TO BE PROVIDED D-5 DTI DTI ® 8'-0'HD HT DTI u D °' W/SPLIT KIT (3)3052 DH Z r1 1 c, W _ 0 � 2X12 E. OW 61RDER_ _ _ - —� GO v 4 4j_:.7 _ _ _ �L - - - 1 - - - i - -- J cN� w NN A bxb P.T.P05T WITH 51MP50N ' 2010 TR = _E Z __ 1 .O - - -LuJ )�a(g�, g � BG52-3/6 P05T AP ANCHOR I I (3)2X12 P.T. �_ 525NI11 LVL HDR _ � �, 6x6 P.T.P05T WITH I 62-5 d 51MP50N ABU& P05T I LOW 61 R r -1 � -0HT Q O0520H Q w N M 51MP50N 5G52-3/&P05T I 14'-2" BASE(TYP-ALL COLUMN5) I I - - - -- -- - -- I 1 U o `0 sl "n N cD GAP ANCHOR E 51MP50N I 4 F ti o0 AE3U66 POST BASE(TPP � I � o � I COVERED � 1 II'-0" SOFFIT cv L J ❑ U "' -ALL COLUMNS) 2'-0" I 13'-2" II'-0" 14'-2" SDI I PATIO I 1co o i I COVERED �TRAN5oM5 �� � I Ib'-O"16N TOP OF Lu &11 I 14'-011 I 611 (� a I I PORCH (2)3016 TR (2)3016 TR '- (2)3050 DH (2)3050 DH I 11 1 II N , " ® 8'-0'HD HT I II 1 I ® 6-0"HD HT I II I N 6-1 b-1 X 5-6 5-6 b-10' l-4 Q I I 12-6 STEP GEIL MASTER I 21-011 (2)3010 TR I I BEDROOM TYP i I DI F - - ,r - _ _ _1 FW-2 0 8'-0"HD HT I 21 "G 20 Z HO L _ _ - J L - �° J HD 1 (2)3052 DH - I - O i g01b TR 9 m l DTI DTI 6080 SL. L. DR W/ ' 16 TR (2)2X10 HDR J = EQ EQ (2) 18" 510 IGHTS N0� t I Iq — I r I m ( - - -=1 f— - - -I r - --T- - - 1 I FW5LIl80-FW66080-FW5LI780 I- 4 L - - -�� — — � L — I HD I I z Iq ROOF TRU55 61RDER _ _ ROOF TRUSS 61RDER _ _ - - - - _I GABLE ROOF TRL65 GIRDER - Z " o (2)2X HDR (?�2X10 :o DN 6" 525'x II V8" LVL HDR:fl 2010 TR DI r —7v II-0 GEILIN6 \ / 4 - ( I ® 6-0" HD HT HD q 11 — — — — — — — — — — �' BREAKFA5T � \ / 311011 N _ i I r 2052 DH o AREA \\ // r - -- -- - -� - --- - -- - - -- — � 4L -- --4- -4 — 11') 5.25' II 7/8'LVL HDR a (4)2x6 P05T 4 " " " 5' 0 ^? - T— - - - - - - - - I I I I 2'-0" 3'-b" 2'-0" 6" L J 4 O m r -I b" 14'-0" 3'-0" 4'-2" 2'-0" 4" I 14'-0" 2816 TR® I I I I I I I �� ❑ = 8 2&52 HD HT ( I _ 21D� I I 1 12'-b"STEP GEIL I i -0" 2'-011 �t o L J 1z I I " I 2'-0" ° DINING ARE 2'-p" I Q l,�bb� GEIL �-•-� --, I I 13-0 TRA CEILING I'-4° \� GIL WILL - r 1 M65TER EDROOM ENERGY ► 3 I I I I 1 I 1 — r 22"X ACCESS ATTIC 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALI. SECTIONS OFPRE- 11'-0"G ILIN6 II I ( 1 I ( I HATCH GREAT ROOM Q I I � I I-° g'-o I PREFAB I O ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN f0 OW FIRE LACE I�__� _ _ FIREPLAG R) I I L. - I 12'-6"5TEPGEIL I L_ - J 2. ALL CON UC N OMPL WITH THE 2015 INTERNATIONAL ENERGY v CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION - Q Oz W-01 I I 1 I GREAT ROOM I= w p-I SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO TEMP 6L DR5 TEMP 6L R5 EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. I TG o 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND RATS HEARTH 1 `ass 72 r q m I I I I I a I I (2)2610 TR m POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. I I L - - - - - - - - I 1 RAISED H ARTH ®5D I 10 1©® e'-0"HD HT ❑ w CERTIFICATE SHALL COMPLY WITH IRC N1101.14. I // \ 1 I I I � (2)2642 DH O 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WFATHERSTRIPPED AND 2'- " &" Ib'-4" 4" b'-6" 4' 3' 4 5'-D" 4 5'-0"\11 1�-011 1 1 I I '-0"STEP GEI INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING m SURFACES. Q 2816 TR® 11 Q criQ / \ 0 1 I MA5TER (D 4 ry 2852 DH �r - - - `� o I I ry ,yb'0� 1 BATH L J U 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE I I �. ttt I _ SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 6-0"HD HT L J ��8 _n bbd �� 00 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 12 10'-0"GEI INC 2' 0" 4'-0" I 3'-011 1 IT-2" I 411 3 6-0" t b f Q II " 1_ " 11 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED DI tr 41-211 2 0 4 WIG 10 G ILIN6 -- I I mss I 48"x34" HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL cN PANT. LIN. .�°� �� �, I WILL I I I e SFIOWER PAN F- `./ 8E CONDUCTED BY AN APPROVED THIRD PARTY. p r I I II'-0"GEIL I ( N VILE - &0"x34"PAN 4 W m4 LIN. 4 34 W/OUT TUB .o 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO I I � v- [_ 1-il I KITCHEN L_ — __7 — — —— — — — — — — N S — HR PAN v A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3 IN DIAMETER. I L 1 I 4 4" W b D 41 3068 O (3)2816 TR 6A DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE r y-� II'-0"CEILING (3)2852 PH - o a 22'X PKT DR 4 GOT o 0 2610 TR SEALED. 6-0"HD HT I I d I DINING AREA v 30"ATTI `� �—L LAV t_ wlc� ® 8'-0" HD HT O O WC N 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR I I r- ACCESS PAN GL�, R 2632 DH10"SQUARE HBd G - (2)2668 ® HATGii 11-011 411 /1 " 8- I w LEAKAGE BY AN APPROVED THIRD PARTY. 4'-8" - b-4' 14'-4" PERMA CAST COLUMN �- J ZN a� BIFoID ® b 5D ' 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OF; PLENUMS. r -I ry b 10-0CEILING W 1 O #46382 W/SQUARE u� rN DOORS 5D cN 'yb b� © b g'-0'GEIL pyo p� g-0 GEIL tr L _ I 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 4 FLAT GAP d BA5E I I I I �8 tib M65TER EF �,'�� `� LAUNDRY ! I �' BATH DEGREES OR <55F DEGREES SHALL BE INSULATED (OR EQUAL) - I I (3)2 , 21 G BATHROOM " . DN 148 `r o®5D in tr CORNER COLUMN TO L J P05T 4" 3'-10" 4" 3'-4" 4" 10'-4° OTE '1/': WITH R-3 MINIMUM. pI BE PROVIDED W/ 4 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE SPLIT KIT - - N - - - - - - I o ��� �b� b' D LIN GL 4 IRC/IMC H g _ o N N ri m w N ~ M N N a N nj ui - - - - - - - GL. 4 I_011 11 I_p o TUB ;fl 11: [1'-0"GEIL s r ®8'-O'HD HT m 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED 014 LOAD v `r . �s 'I IF CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS � r 8-0 x 3 6 RATER. Ig GOVER I? I X q'o" O TR SHWR PAN DN No FOYER — — — — ——— I 1 2652 DH 13LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m DI 6 1 PORGNf I1 NOTE "5"' = I = 4'-4" m 31_811 14R 10'4' &" "o" 4" 2'-2" MUST HAVE HIGH-EFFICIENCY LAMPS. 5016 TR ;a 3080 EXT INSUL DR I� I I 1 II'-0"CEILING I (4)2x6 P05T� 1 v L J z FOYER 286 INSUL DR- 1 Q I I z O 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC i- W/(2) 12 I I r `z CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND 5.4 45 I�.FIRE I I INT.BEARING WALL I®5D I z � a g SIDELIGHTS cv � y,U SELF TEMP.GLA55 � z � � INTERNATIONAL ENERGY CONSERVATION CODE. IT SHAM BE THE _ 1 c� a RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE 1 1 I I " zo GL NG DEVICE I PTN oN 2X4 . I I Z Z Q O Q z z , m 2 3'-4" 6 l0'-O" 411 31-411 6 II b (R-21)BATTS o 0 o F- 0 0 - DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE POST WITH � I I KNEE WALL 10" TREADS � I 10'-0"STEP GEIL I � � u, a � � g MECHANICAL, AIR CONDITIONING, 51MP50N BG52 3/b P05T HD J __ __ 4 IX w a5 06 O VENTILATION, HEATING SYSTEMS (NEW G02 (4)1�{6 POST III I DEN/ BEDROOM #2 I w w _ w a v 3 EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF GAP ANCHOR d 51MP50N ! - - _ _ _ _ _ _ I I--_ ROOF TRU55 61 _J _ - I'-0" _ 4" 4" r 6 I I b" "r REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. AE3U66 POST BASE(TPPmff 4 4 14'-0" 7 0 12'-0" s cn 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 1 I II o N m -ALL COLUMNS) Iq ° WCLCCLJ' ® `� I I GOVERED = I I A o 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED 5D TW GAR GARAGE I TO COMPLY WITH THIS CODE. DI Q GL. � 4'P. 15LAB(MIN.3500 P51 GONG) III 4 PORGH � 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL. BE PROVIDED FOR � 3030 AWN 6" 8'-b"©EF 4' �D 4'-b 4" 3'-4" 6" REI GED WITH 6xb,10/10 N.H.M. I 1 2 q'-O" SOFFIT EACH SEPARATE HEATING o •51. 6ARA6E SLAB DOWN 2" SECTION N1103 CONTROL�SYSTE SLING SYSTEM IN ACCORDANCE WITH m @ 8'-0'HD HT 10'-0"CEILING ms's s `t TO "6ARA6E DOOR o I I L m O BATH #2 _ 1 X GYP w ON GARAGE I I FLn - 17ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND �t v GEILIN6 N 1 GABLE ROOF TRU55 GIRDER - - _ - Z INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD 9 'X'GYP BD ON INT OF LIVING I I = OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO HD �r SPAG N WALLS TO GARAGE t 1 o (2)2X10 HDR a0 iv } INSTALLING INTERIOR GYPSUM WALL BOARD. - �'QS �� ®5D 111 v NII TWO GAR GARAGE I _ HO T -I HD W ww g (Elul, :I 4'PG.SLAB(MIN.3500 P51 GONG) 5'-0" lL — — — 1- ——— - � ^^ -- vCIL. Q I � N I I REINFORCED WITH 6x6,10/10 W.W.M. I'- 2OW �iwE-5bb m 1 I I iV -�1 I •SLOPE GARAGE 51AB DOWN 2' I'-0" (2)3010 TR U o 0 6'(R-21)BATTS = I 4016 TR .,� N Iq TOWARDS GARAGE DOOR 20 ®8'-0'HD NT DTI Z 2015 IRC- 62421.8 (503.8) - II'-0"CEILING `� mI� III Dl 01'TYPE'X'GYP BD ON GARAGE (2) 2'X6" INT. HDR DTI (2)3052 DH O q � DORMER WALLS I WALLS d GEILIN6 U) VENTING SYSTEM TERMINATION LOCATION: g BEDROOM #2 Ig I ABOVE I ��"TYPE'X'6rP BD ON INT OF LIVIN6 3080 EXT INSUL OR W O u THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF I HD 1 I I III 5PACE COMMON WALLS TO 6ARA6E W/ 12 SIDELIGHT U 10,000 BTU PER HOUR(3KW)OR LESS SHALL-BE LOCATED AT LEAST Q �, DI I I I 4 Q ❑ 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN m b' & 1'p�, _ 2'-&" 12'-0' I 18'-0" I � 18'-8" 4 ���T "� APPLIANCE WITH AN INPUT OVER 10,000 BTU PER 14OUR BUT NOT Ig I I I `� w 4.4 � OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH 21 I I6010 OH DR � I 21/D VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT cv e - - _ - _- - _- - _ TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND r '- HO 1z 5 1/4'x 16"LVL HDR 0/21 HD � I z 00 „ Ig a? 16010 OH OR w THE AIR INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. _ _ _ _ DI Q D1 - -5—I/4N Ib"LVL HDR Z DIa C7 0 0 � l2)2X10 HDR N � ............................................ ........ 2015 IRC- 8312.2.1 a 0 2I/D l - - UNIT 63 ( 15 ' PORCH) Lu -��- - - MODEL D (LINDEN)IN DWELLING UNITS,WHERE THE TOP OF THE SILL OI AN OPERABLE ;flr1HDWINDOW OPENING IS LOCATED LE55 THAN 24"AB(r/E TFC FINISHED UNIT 64 L - (2)30� TR J Iq DTI 2 FLOOR AND GREATER THAN 72'ABOVE THE FINISHED GRADE OR 1 FW-2 g 7 G�E� ,os�'`J OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING THE6--b" 1 B-2 ALT-2 (MAGNOLIA) _ II " _ II _ 11 2-0 21-b" 2 6 13-0 164" Ig 4 l D 13"011U =,> b-6 -0 I6-0 R.O. I-8 I6-0"R.O. 6-6 W " FIRST FLOOR PLANG OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO r PASS THROUGH THE OPENING IN ITS LARGEST OPEINED POSITION. �� -I y ' FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 20g0 38-b 3q1-b" FLOOR PLAN1/4"=V-0"-0 LIVING AREA: 1,5Qa 50. FT. ❑ �< tiJ a< (THE WINDOW OPENING CONTROL DEVICE AFTER 01'ERATION TO GARAGE AREA: 413 SQ. FT. ��o ......... .. /�. RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY �, 1, LIVING AREA= 1,59Q 5Q. FT. A q 2 HR 5EPB2ATION g FRONT COVERED PORCH AREA: 4a 5Q. FT. OPEN,94ALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE 1/4 =1 -0 WINDOW UNIT TO LE55 THAN 5.1 5GUARE FEET. GARAGE AREA= 3-1150. FT. B2-5 WALL PER UL#336 D-5 � B Ong REAR COVERED PATIO: 241 SQ. FT. GOVERED PORGFI AREA= 250 50. FT. w 20 0 2 3 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE '5": EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE cn SHEET NUMBER AND THO-FAMILY DWELLINGS,TOWNHOU5B STAIR MANUFACTURER TO MULTIPLE LVL 61RDER GONNE(TION5: 50 GFM INTERMITTENT OR NOTE 'V : GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARCHITECT AND Q NOTE, PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 CFM CONTINIUOU5 #ALL DRYERS TO BE VENTED UNIT UNIT 64 DUET CLUSTER a TRU55E5 W/ 12" MIN. HEEL BUILDINGS(GOND05 d CO-0P5)AND UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL 61RDER5 LAG BOLT REPORT ANY AND ALL 015GREPANGIE5 INCLUDING ANY DIMENSIONAL ALL WINDOWS SHALL BE B2 � 3 TO OUTSIDE AIR PER GODS �� OFFERED FOR SALE IN THE IMMEDIATE REPORT ANY DI5GRt3•'ENGIES TOGETHER W/ I/2" BOLTS ® 2'-0" O.G. 2" MIN Got CARBON MONOXIDE •ALL WASHER To BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR GORREGTIVE MEASURES Z ANDERSEN 200 5ERIE5 HEIGHT5 (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 DRAWINGS. DIMENSIONS 5HALL — DE516NED BY TRU55 ENGINEER C7WIN6 FLOOR LEVEL CONTAINING BEDROOMS. ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, 4 MIN. 4 FROM ENDS Gu ATED AND NEPER SG ED E 5 MODEL D 15 (B- 2 ALT- 2 ) FLOOR PLAN FABRICATION. �D SMOKE DETECTOR BE GAL L AL UNL 5 OTHERWI5E NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: LI bxb P.T.P05T WITH _j P05T m = INSTALL ICE d WATER 5HIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO �WALLPER UL#336 C ANCHOR 4 5IMP50N DB5 LU ° Z c� MANUFAGTURER'5 5PEGIFIGATION5 To MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED SEE DETAIL I/FW-2 ( ABUbb P05T BASE(TYP Q o_ ~ E AS THE ROOF FRAMING MEMBERS. Ib'-2" GABLE WIDTH I I'-O" PRODUCT WARRANTY /—CAP bxb P.T.P05T WITH ALL COLUMNS) NOTE "R" ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING 0 0 5IMP50N BG52-3/b P05T I;_ j., --- -- _ - --- --- - . — O.H. U 3 NOTE: LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - ANCHOR d 5IMP50N O APPLY ICE d WATER 5F11ELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK I,- _ U r V PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING AB%b P05T BASE(TYP �./ AND MEMBRANE ARE AT TEMPERATURE5 OF 40°F (5°G) OR HIGHER. CODE. -ALL GOLUMN5) Z PRE-D 61NEERM ROOF - - - •RUS5E5 PERTRr_6 MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE —D•a- (3)-2x8 PPPPPP 61RSE� A ( U '5 W STRESS DESIGN: � � D (EQUATION 16-8) II'-O" PL HT. 11'-0" PL HT. ( LINE OF UPPER (. -- - - -- ----- ----- ----- ---- ----- ------ ----- --- SIMP5ON 5TRON6-TIE D + L (EQUATION 16-9) I I I I 1 '= y Z - MT5 STRAPPING(LENGTHS VARY) I'-0" GABLE END WALL 11'-0' PLT HT � °, D + S (EQUATION 16-10) I'-o" q a i'-0" O H O �'C I2 12 I I I I I z CONTINUOUS WALL 5FEATHIN5 TO D + .6W (EQUATION 16-12) OR I I OH. I I I U Q o } L yco TOP of TW155 HEEL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) NO "R° �� I2 I I I I to H. El U C) " � M HEEL HEIGHT VARIE5-5EE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = I 12p 040 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL � (N ACTUAL HEEL HEIGHTS BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 PI OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND I� Q o II'-0" PL HT. I I I I R� 11'-0" PLT HT I I SPEED (101 MPH BASIC DESIGN WIND SPEED) IN W/ 12' HEEL HT. W/ 12" HEEL HT. 12 _ EXPOSURE CATEGORY B. �) L _ _ _ _ _ _ I'-o" ALI6N FASGIA5 I T "R% -)�_ " - - —I OR `r o ( ALIGN VARIES ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE o I I FOLLOWING DESIGN LOADS: I NOTE "R" ( FASCIAS Z I I ( O \ TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I / LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD U _ UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 _ GIRDER _ _ _ _ ROOF TRI155 GIRDER GUTTER PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE / GABLE ROOF TRll 5 GIRDER 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE — — ///j//j/ //j//j j/ I I cn 8"FASCIA BD BI-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. Z TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD12 J1- / DEFLECTION OF THE LESSER OF L/360 OR .75". '' G /j%//j/ ' //%/ j/� I I ! I _ i O LL Lr) C>� TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO 12 ', /j///j/ ////rI ,` O CY� VENTED VINYL SOFF� ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR // // //j// /i I ( % I 3 Z T TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL vt� , /j//// /j///r/// ( / ❑ INCLUDE THE FOLLOWING INFORMATION: 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. 2. LOCATION OF ALL JOINTS. INT.BEARI 6 , / / 5 ( ! I �'' 3. REQUIRED BEARING WIDTHS. F I- -� �-L� W / TO I s LEADER TO DRYWEI I -• TYF` 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. bx I I �� 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. I I ® --� '••-� 4.4. BOTTOM CHORD DEAD LOAD. C 4.5. CONCENTRATED LOADS AND THEIR POINTS OF aptAPPLICATION. 4.6. CONTROLLING WIND LOADS. w 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR J — — — — ///// /f / //� I I 1 I co I N VALUES OR CONDITIONS OF USE. FLUSH ROOFS /// I I _ ...! ... ..... I L - I I I III DETAIL _ DESIGN F 6. EACH REACTION FORCE AND DIRECTION. •//// // „,�h;,,>r'j ji I1;- - �I I N , 1 I j ��i� ��, I I I I I I II I 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ////// yr // I I _� )� ❑ w NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION B2 -4 — — OF EACH JOINT CONNECTOR EXCEPT WHERE �— / / / //' III-- I I SYMMETRICALLY - �/ / HATCHED ARE(INDICATES ,/ ./ // / // LOGATION OF FIRE RATED LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 / X // // r , ' GA MIN THICKNESS GRADE A GALVANIZED STEEL — — — — — — — / I /� �.--_- I INSTALL HALF OF a o � /// / // � II ;I R001` � WALL SHEATHING, FASTENERS® EACH o I I j///jj j j// j/// I 14'-0"FROM CENTER OF PLATES. ti / / / //' ... � , ! , END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH 'O I / /4"' // / //r// L.. _.. IFIREhJALL - EACH SIDE ALIGN RID E5 .� ( ., �,� L ' MEMBER. C� I I ; r 1 ( , , s r - .), -- ><J . I 15'-0" PLT HT Q o e i I- 9. CONNECTION REQUIREMENTS FOR TRUSS TO W/VENT o m GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD S J / /// / //// / �' I- -- - - - - - - - - - - - -- _ _w F_ U SPLICES. 12 ( 1 ti� / — — / / ✓j j//jj AL16N RIDGES I - Q -J --- -- --- --- -- --- -- -- 12_ a_ W 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. a I— TRU r Z 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS // j ;/_ j/X- //_.... .._. _ _ TRUSS RI06E W/VENT ° I I'-0" PL HT. i t!/ // j�; j - - -L - - " I �_ MEMBERS. 4\'` "'` 12. REQUIRED PERMANENT TRUSS — — / / str5NIII o ° srrt LOCATIONS. // / / ' \ / { i T ; (II Q /j �f j j//j/ -- I p O * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH /// GABLE CARRY ICE 3 WATER SHIELD // // / / / / / r. / // /�C /w/ / I; / / I �- END ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND 1'-O" illJ� FOR MIN OF 3' "ALL !/ // O.H. VHP50N5TRaNfrT1E MANUFACTURE OF METAL-PLATE-CONNECTED WOOD OR (3) 2Xb P05T IRE69HON TION '/ // / ' j/ / /' Mf5 STRAPPING '/ // // / -- -- -- - - - TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS J, oF METAL d A. PHALT ROOFING / //// �/ // / ,%, it I I ► I 14-I0d DESIGN DRAWINGS SHALL_ BE PREPARED AND STAMPED BY 2 — I /�` (rOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF — — v — I //� // j/ / TL I _ I NEW YORK. � PROVIDE LGE d R SHIELD � - ON ENTIRE ROOF FOR /// /L_�//1 _ _� �- --J I- * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS I 5HALLOW PITCH I // // ji f F T 7 (- i 1 �- 2 OVERHANGS AND ROOF PITCHES SO THAT FASCIAS AND 12 — — /// / �/ i I i I I I I f= ¢ N ,a U5E IN GOMBINATION ONLY DETAIL 1 , I _ __.._ __..._ -_._ _-_ ._.... __ /__ _ I I o N N M RIDGES ALIGN AS SHOWIJ ON ELEVATIONS AND SECTIONS. I NI I I(— — — �ROO BRE K � / 5 ' � i I I I I I I L -� HIEN 5=5 AND'RAFTERS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH �i I -L j i TO i I I I I I I I I I I I it THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I I - // //// Q� s I I ( Al NOT TO SCALE +r 00 NOT ALIGN MEMBERS CLAMPED IN RIGID FIXTURES DURING I la 1-- _1-- 1_ _.1 _-, __-. I_ ! i L B2 -4 WOOD j ASSEMBLY TO INSURE TIGHT FITTING JOINTS. ( - — - I +� - * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER STANDIN AM cn MET / I AL1 m _ I ORIENTATION AND SPACIIJG SHOWN ON TRUSS DRAWINGS. , 0 / z I bxb P.T.P05T_ y ( I g z THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND WITH 51MP50N147\ .` / // /////// ' �--� —.1 a g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR BG52-3/b L� % // ///%///cv I II'-0" P I I z z z o z z m N re SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN - _ - - - - - - - - _ _ _ _ 5 6I ... / /// /// L i LT HT o 0 o F o o z w P05T GAP - f f // /T _ _ _ _ _ /' // / / // ,� (+24 HEEL HT) I v, cn rn a v, v, a. Q �C / / ✓ / / i 12 m DESIGNED AND INSTALLED TO PREVENT ROTATION AND / 12 > - a ... ANCHOR � / i I I ° / / I 5 W / N 5 5 W W W W I W J 10.5 10.5 � I A ACCORD � RAL STABILITY IN ACCORDANCE WITH 51MP50N PROVIDE LATEto � � R / I I � U ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ABUbb P05T I I SIDEWALL ABOVE BASE(TVP 1 0 / // „ " �, � A INFORMATI / x I LNG COMPONENT S FETY ON BCS( GUID BU LD E / I .- ( ) NOTE R � x / / I 20 r I o H / / 10 I LOWER ROOF I TO GOOD PRACTICE FOR HANDLING, INSTALLING & ALL COLUMNS) N I +H I I O.H. BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. / ///j/// o 1 * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS /// ////j -- -_ --- -- -- -- -- --- --- --- ---1 I = I IRESIST EST UPLIFT LOADS OF ALL ROOF TRUSS 0SHOWN _ S GAB E ROOF TRU55 GIRDER ' 4 II 2 HR FI BE OW ROOF L NOTE: INTERSECTING ROOFS >�>�-L L s %/ // - - - �l - ON TRUSS DRAWINGS. i WEAVE ROOF SHINGLES AT I I CARRY TO UNDERSIDE OF — .� -:: .�:: _ * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, _ - // //// ///// / L -- -- H INTERSECTION OVER LGE SHIELD 1 I HIGHEST ROOF SHEAT}iIN6 ":`. / // - Jj - x l I DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY l / // / / - - - - - Z / / / :rl. _71— MEMBRANE - CARRY MEMBRANE MIN. 24 1 NP WITHOUT THE APPROVAL OF A REGISTERED DESIGN o I `: .`: L; " �/ /// ///j/ / LLl OUT IN ALL DIRECTIONS OF I ( I NOTE "R I PROVIDE LGE d Q= U N PROFESSIONAL. B m / %/// ///// /� WATER SHIELD _ INTER5EGTION I — L * m: ?::` :;!. `'. :. : // / / / // I - _ I ( I THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS 62-5 I'-0x I ,; ... // /// // // / ON ENTIRE Q o , " m / / z AND METHODS OF ERECTING THE TRUSSES. THE I I ( �// // ,✓/ / , AREA AT LINE OF UPPER q-0 PLT HT o I I'-0" PL HT. OH. i :'';`:. // //// // //i INTER5EGTION I2 w Y z I w Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 12 12 / / / // f 6ABLE END WALL > / f / U ui / / / II W� /. / 10.5 W / w W< I OF ROOFS —I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE II W ttl Q_ / 1 4 INSTILLATION OF THE TRUSSES. / // / // /// I-0 z ROOF TRU55 OR N I I � — / / / / /// 4 o . x / 8-q PL HT. o O I I I ABOVE FLOOR I b b.. // /// '// /// U HIP RA off OH// /// 1!/ // / I O 1 I 5IMP50N HGP HIP 5EE PLAN R ( I I '/ //// // / I ❑ CORNER TIE / x / _1 _ - - -- -- m N yr 1\ (Li 51DF�^IALL ABOVE LOWER I N 'R" I 4 / -- OH. - � / / /j/_ ___ _- _ _-- _- F c� ROOF ° o " 13'-8"DORMER PL HT — I_0x I I-0 PL H . AVE 15T FLOOR - s Z Q " 10'-0" PLT HT 4 0 10'-0" PLT HT (0 0 o uUi ...........� =\.\ 11-0PL HT. D TO I + I2" HEEL HT. ............... BUILT OVER LOWER ROOF W Q 0 4 D / G1 I— — — — — — 9-0 4'-Io' S-4 5-2 \ GABLE END DETAILf� /.1. c HALL AREA OF ONE ROOF Q'-0" FRONT 6ARAGE EXTERIOR YYJ"t�L BUILT OVER ANOTHER SEE DORMER PLAN AT WALL PL HT. ABOVE DETAIL 4 UNIT 64 FIRST FLOOR A B IT ( 15 ' PORCH) `''' Y ROOF WEAVE3p_5 UN 6 3 TOP PLAT HIP B2-5 I DETAIL B2 -41 2 HR PER UL# ON ❑ NOT TO SCALE GONN�GTI ON _ B-2 ALT-2 (MAGNOLIA) WALL PER UL*336 MODEL D (LINDEN) _ S�DETAIL I/FW-2 JOB NUMBER 6UTTER5 LEADER5 INSTALL ICE AND NOTE R: •. 2016023 ALL GUTTERS 4 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032" NOTE 0: NOTE 5: PRE-ENGINEERED ROOF UNIT 6 3 UNIT 64 DUET CLUSTER w MIN. GAUGE, CWTER5 5HALL BE 5" 5EAMLE55, 0.6. STYLE Nu ALL WATER SHIELD PER PRE-ENGINEERED OVERLAY " ROOF PLAN C/) SHEET NUMBER RELATED REQUIRED AGGE550RIE5. LEADER5 5HALL BE MIN. MANUFACTURE'5 PRE-ENGINEERED 5G1550R TRU55E5 W/ 12 MIN. HEEL Q 5PEGIFIGATION5 TO ROOF TRU55E5 ® 24" O.G. ROOF TRU55E5 ® 24 O.G. HEI6HT5 (U.O.N.) @ 241, O.G. a 2"x3", .021" GAUGE W/ GLIP5 & ANGHOR5. CAULK i SEAL ALL MAINTAIN PRODUCT DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 ENGINEER DE516NED BY TRU55 1/4"=1'-0" (MODEL D- 15 ) (B- 2 ALT- 2 ) ROOF PLAN z _ JOINTS. PITCH GUTTER5 MIN. 1/8"/FT. PROVIDE P.Y.G. REGEPTOR5 WARRANTY EN61NEER 8" ABOVE GRADE TO RECEIVE LEADER5 (CL05ED GAP DE-516N). w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 �� �1�Y®o ���� GODS SECTION Jobb-EXCEPTION 4: 48" MIN 48"MIN (A ^ , FIREWALL MAY TERMINATE AT UNDER51DE ROOF OPTION#2 5EGURE ROOF 5HEATHIN6 TO G RUNNER TRACK Z W 5HEATHING IF FIRE RETARDANT TREATED CODE 5EGTION 10610-EXCEPTION 4: 2'G-RUNNER TRAGK2" -CAULK FOR w 1�1 E WALL RATING - 2 HR. 5HEATHIN6 15 INSTALLED FOR A 015TANGE of FIREWALLS MAY TERMINATE AT THE SMOKE TIGHT JOINT OVER OPTION#1 4'-0'ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED FINISH RATING - 120 MIN. 5HFATHING PROVIDED THE ROOF 15 METAL ED6E FLA5HIN6 OPTION#2 OQ � U STC RATING - 61 (SEE ITEM 7) 48" 48" PROTECTED WITH 5/8"TYPE 'x° SECURE WALL SHEATHING TO V 6YP5UM BOARD DIREGTLY BENEATH THE UNDER51DE OF ROOF SFEATHIN6 G-RUNNER TRAGK TYPICAL ROOFING Z �I 1 (D U AND 15 5UPPORTED BY 2" LED- OER5 ROOF TRU55 0 W L_ N � U ATTAGHED TO THE SIDES OF ROOF U t5 m FRAMIN6 FOR A MINIMUM OF U •�N ,--. ,• � ,«%w� 015TANGE OF 4'-0'ON BOTH 51DE5 RAKE BOARD-TYP — — — — p N} OPTION #2 OF FIREWALL.ALLOW NO OPENINGS IN ---____-- _ - ---- - -- - U 2' H STUD TRAGK AN ROOF WITHIN 4-0 OF FIREWALL x x Z G U K FOR SMOKE TI H N TYPICAL 51DIN6 - T 'T--- - T ',? I T OVER EAGH 510E.MINIMUM CLA55 B ROOF �' L J L O Q w c Cl) �• %.'.•+ I'-� ,•,.,iii.,ia„•” ............... "' co r ..``i.. a.i w.. ,......r'� "."".' ... TUDS CONTINUED TO IDE ROOF SES®24"OG. SHINGLE TO BE INSTALLED HIDDEN METAL FLASHING: U c y Lw L�_ « M ,.�..«............._....... M.« ,«.*.."..."M.«.r -_._............ _� 1. �._„M �::»:: ;:__ "....,.._.,r. OF SHEATHING 12 VERTICALLY 12 HORIZONTALLY ❑ = r- 00 7TAL 2x4 LEDGERS W/ U �,��� •.�'�' , "�;•=•� i . AI SPACE EA. 51D OPT.#2(TTP) (D i ...'._—i I'------ .........�•, 2'x2"x2ys"LONGaXwm� X??M 11 A I + 063 U56ALUMINUM EATED PLYWOOD 5HT6 BREAKAWAY GLIP5 OUT, IF LOWER ROOF 15 "" '•«"' ,xrr4 .AIRSPS &'(P. BD. OR MINERAL 5EGURE ROOF WOOL FIRE BLOGKI 0'BELOW HIGHER ROOF 5HEATHING TO TRU FIN6 ; ITtI' T t 3 I/2" (R-13) BATT ASW CLIPS 0�3 USCF 063 U56 ALUMINUM z ALUM ANGLE CLIPS x'F --- �x XT ------ BREAKAWAY CLIPS O Xp()�"'17T)T���''iT{}: EI���?�� ��l1iT:A 4k:�'.�R �;A1C?N kl�',�.�..�..SIT 1_{�'�3_Y J I� �I I� � ---._.....«..._-_.� .,.....---— _..__. _.. r („ AIR SPACE DOUBLE H-STUD TRAGK I'AIR 5PAGE I'AIR SPACE U �4t1 N. if '~t 5GREWED BACK TO BACK (2)PIECES 6.P.TOU6 GK I"FIREGUARD t 2t �? i :, �{ !_ 33 •' TYPE 'X"SHAFTLINER TER PROOF 1/21 GYP.BD Cn DOUBLE H-STUD TRACK 5GREWED FI I" CAVITY AT FLOORS AND ' r ; $AGK TO BACK BOARD5 W/FIBS FIN15H ON BOTH Z .,"..._3...«` -- �----__-.. .' ---=�—...»--«. k....• ; r......:......•..«? GEILIN6 W/GYP. BOARD OR MINERAL SIDES AND EDGES O .� ; Uf�q�............................. \ f. h rti'V t WOOL FIRE BLOCKING I' AIR 5PAGE U .. .«...±� ,........ ................. Y .««««.w««..r.• • f_.rA'I.... ... «. ,� .«. • _.._ICS.. . _'t... • 4il Y. N r ....«.. ........... ......«.«._..._._ INE 2 H-STUD TRA,K 2 PIECES 6 P TOUGHROGK LL 3 _x. ...... „ .«..... }_L ..._........« ,.-...____. .. ., 4 5. _- �. FIREGUARD TYPE "X" SHAFTL F- i;n } = :-, I ,t• _ T� t WATER PROOF BOARDS W/ 2x4 P.T.51LL PLATE ❑ ' r s �� '' ''` Y' FIBERGLA55 FIN15H ON BOTH 51DE5 - --......... �ti AND EDC-E5 AIR l ! . , FIRST FLOOR � 7 3/4 Td 6 05B r000000i $ ; SUBFLOOR - 6LUED t SCREWED - RUN -" ;;- RIM J015T PER FLR J015T MANUF. OPTION#I CONTINUOUS BETWEEN ;'`r FILL I"GAYITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 ��SECTION 70610-EXCEPTION 4: �, r T � x~ - J015T5 PER PLAN FIREWALL MAY TERMINATE AT CONFIGURATION+ ' '1t E.� PLATES AT EXTERIOR '� GYP.BOARD OR MINERAL WOOL FIRE UNDERSIDE ROOF 5HEATHIN6 IF FIRE ~� Z WALL _ (2) 2x4 P.T. 51LL PLATE BLOCKING .063 U56 ALUMINUM RETARDANT TREATED SHEATHING 15 EXPOSED`�'{•� FROM�, ,- •�`-, �- _ BREAKAWAY CLIPS INSTALLED FOR A DISTANCE OF 4'-0" •+ «.._...... ....... ...._... .. . _.... "` 1 `} ON BOTH 51DE5 OF FIREWALL ....� •' 1i'4'" :s,.4" (R-13)GL05ED DELL SPRAY FOAM INSUL " W y' ANCHOR BDLTS (14 LONG + , -,, ,. I , r 'RAC ,.,,,. ,..-• ; ALONG IN51DE FAGE OF FND.WALL5-FULL HT �r : ° : "' AIR SI rC".� ice'"'- - ; 1i� Pr'� . ..:_. ;n HOOK,8" MIN EMBEDMENT) OR OPTION#2 U 3" EMBED OR DRAPED BLANKET INSULATION '` GODE SECTION 10610-EXCEPTION 4: _ ! ADHESIVE AN( W/3X3 X ' t' .r:�r r 1 i ! ! j^ , ''y,'t •ti,,S\. •• z - ;��;! '�,'• f (I)#4 HORiz.REBAR WASHER PL ® 24"0/G. �+ J s -; 'r- FIREWALL5 MAY TERMINATE AT THE UNDERSIDE OF ROOF m lr c ? NON-RATED SHEATHING PROVIDED THE ROOF IS PROTECTED WITH ❑ f' �" ?1 r' ! s 1,,. ♦ ; \; :; t? I .-� �J. 5/8 TYPE X 6YP5UM BOARD DIREGTLY BENEATH THE UNDERSIDE r ;} ) s ,' i I 4 HORIZ.REBAR® MID ;:;. :' 4 SHEATHING AND 15 SUPPOR t "•• tr ,; ; # FIGHT OF WALL STORY =`� BA5EMENT HR FIREWALL SEPERATION DETAIL ROOF TED BY 2 LEDGERS :� . -. / '�' i ,�,;' ..•-:r• ' ° ="` ATTAGHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM OF • j;L.'� ; •; �t •,r , ; 1 1 • �`, ,,.�n';;�� e FW2 DISTANCE OF 4-0ON BOTH SIDES OF FIREWALL.ALLOW NO N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS _ 12" FOUNDATION WALL ON 24'X12" TYPICAL BA5EMENT 5LAB GLA55 5 ROOF 5HIN6INC-5 IN ROOF 1THIN 4'-Ol OF LE TO BE INSTALLED LEACH SIDE.MINIMUM [ ) P.G.FOOTING . \� T•t,. 4'P G.SLAB(MN.2500 PSI 5TG RAT I NO `!. '•+, ' L-r_.... ._ • .1rt1..•r..: .`,,. ,;ata 4♦ �-,,,_ ( .j r,✓.�; . ,;.�,� .,-•.-«_. .•\ ° D06 MIL.POLE ; „ i i, r r i�`r_T _-...• ' r ;; ;' 4 VAPOR BARRIER USG$ROGHURE 5A100 (FIRE RESISTANT OPTION#1 }%1',' TAMP t FILL TO Q5%DENSITY A55EMBLI E5) GODS SECTION 10610-EXCEPTION 4: (n eli FIREWALL MAY TERMINATE AT UNDERSIDE ROOF C /1 �-r ; t '• < t '; e PAGE 22 (AREA SEPARATION WALL OPTION#2 J' ° e d 5HEATHIN6 IF FIRE RETARDANT TREATED Z ,t ; /r 1, •^ i iJ y '• ,'- {�, '•ti( f ;''' a a e ° •, SYSTEMS) SHEATHING 15 INSTALLED FOR A DISTANCE OF GORE SECTION 1010.10-EXCEPTION 4: w ;;',' FIREWALL5 MAY TERMINATE AT THE ,..... ,,.x.� �1 .: �. ° TEST#UL DE5 U341 4'-0"ON BOTH SIDES OF FIREWALL . .e a UNDERSIDE OF ROOF NON-RATED Ra' a ° 4 SHEATHING PROVIDED THE ROOF 15 O ° AGOU5TIGAL PERFORMANCE = 5TG 60 �I �I N N N HORIZONTAL #4 ° TEST#RAL-TL-88-350 48 48 PROTECTED WITH 5/8 TYPE X 6YP5UM BOARD DIREGTLY BENEATH 0 o ° $A5E:D ON 2x4 FRAME WITH MIN. 3 THE UNDERSIDE OF ROOF 5HEATHIN6 MINERAL WOOL BATT AT EACH SIDE AND 15 5UPPORTED BY 2'LED6ER5 4 5EGTION 12012 OF 2015 IBG-WAH 5, EXAE , EX ATTACHED TO THE SIDES OF ROOF 5EPARATION WALL: (Max Height - 66 ft) PARTITION5 AND FLOOR/GEILIN6 I FRAMING FOR A MINIMUM OF A55EMBLIES SEPARATING DWELLING 2' H STUD TRACK AN 015TANCE of 4'-0'ON BOTH SIDES I. Floor, Intermediate or To Wall -- 2 in. wide channel Sha ed with I in. Ion logs formed from No. 25 M56 alv Steel, secured with Suitable 2 HR FIREWALL SEPERATION DETAIL I UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI H OPTI N #2 FIREWALL.ALLOW NO OPENINGS IN Top p 9 9 g ROOF WITHIN 4-0OF FIREWALL p N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOGATION5 A 5TG OR SERVICE AREAS SHALL HAVE fasteners spaced 24 in. OG. FW2 _101T OVER EACH SIDE.MINIMUM GLA55 B ROOF 2. Metal 5tud5 -- 5teel members formed from No. 25 M56 gals steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 in. and A 5TG OF 5o OR MORE. 2 TUD5 CONTINUED TO IDE ROOF 55E5® 24"O.G. SHINGLE TO BE IN5TALLED flange width 1-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; F SHEATHING � � ( N PROVIDED 5TG=60 � N N N M h � � 5. 6ypsum Board* -- Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" AI 5PAGE EA. 5ID o ,- N N M MC4 aq into "H" -shaped 5tud5. G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES 6.P.TOUGHROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX UNRATED FIREGUARD TYPE "X"SHAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI z z FIBER6LA55 FIN15H ON BOTH 51DE5 AND EDC-E5 ASW CLIPS OR .D(3 USCF z z z o CO z CO)co a 0. PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o z 0 0 o o C' 2 HOUR FIRE'SEPERATION AIR 5PA6E V5 65 V5 a 4. Wood 5tud5 -- Nom 2 by 4 in. max spacing 24 in. OG. 5tud5 Gross braced at mid-height where necessary for clip attachment. Min 3/4 in. WALL 51-IOIJN HATCHED DOUBLE H-STUD TRACK w D Separation between wood framing and fire separation wall. SCREWED BACK TO BACK -robs HORIZONTAL GOKfiNUITY. 4A. Steel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Hall Rating - Corrosion protected Steel studs, min No. 20 M56 FIRE WA1.L591ALL BE GONTIN OU5 FROM DOUBLE H-5TUD TRAGK 5GREWED FILL I" GAVITY AT FLOORS AND o w EXTERIOR WAIL TO EXTERIOR WALL N (0.0321 in., min bare metal thick:nes5) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) gals steel or No. 20 M56 (0.033 in. thick) BACK TO BACK GEILIN6 W/GYP. BOARD OR MINERAL > WOOL FIRE BLOCKING primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel I AIR 5PAGE Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall o55embly, including uNRp`TED 2" H-STUD TRAGK 5TG RATING the axial design load of the 5tUds 5holl be as specified the Steel stud designer and/or producer, and shall meet the requirements of all WINDOW (2) PIECES G.P. TOUGHROGK I" USG BROCHURE 5AI00 (FIRE RESISTANT ' GODE 5EGTION 1065 EXGEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE t- g p 9 p q applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and ceiling UNSPRINKLERED BUILDINGS: _ WATER PROOF BOARDS W/ ASSEMBLIES) z tracks with 1/2 in. long Type 5-1.2 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the FIDE RETARDANT TREATED FIBERGLA55 FIN15H ON BOTH 51DE5 GARAGE PAGE 22 (AREA SEPARATION WALL w A151 specifications. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thick:ne55) steel or min SHEATHING To EXTEND 4'-0" ON CODE 5EGTION 106.5 EXCEPTION #3 AND ED6E5 UNEXGAVATED TYPIGAL SYSTEMS) IL 6ARA6E 5LAB TEST#UL DE5 U341 } BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR O w m No. 20 656 (0.036 in. thick) golly steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound Structural connection between NFPA 13R SPRINKLER: •4'PG.5LAB(MIN 3500 PSI GONG) w w OFF5ET WALL ^ steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED 5HEATHIN6 ° REWORGED WITH bxb,10/10 HAM. AGOU5TIGAL PERFORMANCE = 5TG 60 > F� Y w r „ *TAMP t FILL TO 95:5 DENSITY TE5T#RAL-TL-bb-350 w W fa5tener5 spaced not greater than 24 in. O.G. 5tud5 cross-braced with stud framing at midheight where necessary for clip attachment. Min 4'-o" MIN. 4'-0" MIN. AT FIREWALL END 8 WIDE x FULL (I) #4 HORIZ.REBAR ° � �SLOPE GARAGE 51AB Dowty 2" BASED ON 2x4 FRAME WITH MIN. 3" 0 X o 3/4 in. separation between SteE;l framing and area separation wall. Finish rating has not been evaluated for 51:ee1 Studs. HEIGHT OF FIREWALL TOwAR 5 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE Z I--� 45 Steel 5tud5 -- As an alternate to Items 4 and 4A, for use in Gonfiguration B only, not shown) -- For Nonbearing Wall Rating - Channel p RATI II O 4 ' ° SECTION 12012 OF 2015 IBC- WALLS, cn shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min I-1/4 in. flanges and 1/4 in. return, spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 d� • �J PARTITION5 AND FLOOR/GEILIN6 w 11 in. OG. 5tud5 to be cut 3/S to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 M56 FW2 ° ASSEMBLIES SEPARATING DWELLING UNITS corrosion-protected steel, min width to accommodate stud Size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OG N.T.S. OFF-SET EXTERIOR WALLS ° FROM EACH OTHER OR FROM PUBLIC OR ❑ max. 5tud5 Gross-braced with stud framin at midhei ht where necessary for clip attachment. Min 3/4 in. separation between steel framing and ° . SERVICE AREAS SHALL HAVE A 5TG OF 50 w 9 9 y p p 9 a . OR MORE. w area separation wall. Finish rating has not been evaluated for Steel Studs. 2 HOUR FIRE 5EPERATION (1)#4 HORIZ.REBAR 0 MID ° 5. sum Board -- Glossified or Unclassified -- Min 1/2 In. thick, 4 ft wide, applied either horizontal) or vertical) . 6 sum board attached to TYPIGAL FRAME HAL HEIGHT OF WALL 5TORY ° : a PROVIDED 5TG=60 Gyp pp y y yp WALL SHOWN HATCHED a m ANCHOR BOLT5(14 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,&" MIN z z ui oint compound. Nail heads Covered with joint conpound. a EMBEDMENT) OR ADHESIVE z j p p NOTE: UL #336 EXGEED5 CURRENT FIRE GODE (� o - c 6. Attachment Glips -- 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/S in. long to UNIT UNIT 12" FOUNDATION WALL ON 24'x12" ANCHORS W/3"x3Nxi' 5TANDAR05 AND REDUCES SOUND TRANSFER u� ""' " WASHER PL ® 24" 0/G. � h �- T" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS BETWEEN UNITS w P.G. FOOTING 6A. Glip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "H" AND DOORS studs. Cl) d Q c fr ,•.�tt 6B. Clip lacement (Item 6) for separation walls u to 44 ft high. ace clips a5 described in Item 6A for upper 24 ft. Remaining wall area �( — I _ '\ ,. .FA.-V' p p p p 9 5p p pp 9 �2)C� i 4 II II d w below requires clips spaced a max 5 ft OG vertically between wood framing and H 5tud5. Em — — 6G. Clip placement (Item 6) for separation walls up to 66 ft high: Space clips a5 de5Gribed in Item 6A for upper 24 ft. Space clips as q de5Gribed in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires GIip5 spaced a max of 40 in. OG vertically ° ° a INv�c� between wood framing and H studs. 8 UNRATED 51DINO (TYP) 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. HORIZONTAL #4 ° ............... IOd nails spaced a max. 16 In. GG. vertically and fastened to one side of the minimum 2 by 4 in. 5tud with 3 in. long IOd nails Spaced a max 16 ° d OB NUMBER in. OG. vertically. Intersection between partition Hood studs to be flush with the 2 4 in, studs. The wail partition wood studs are to be GODE SECTION 106.5 EXGEPTION #3 ° UNITS 63 y p p BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: CODE SECTION 106.5 EXCEPTION #2 2016023 framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED 5HEATHIN6 AT FIREWALL END 8" WIDE x UN5PRINKLERED BUILDINGS: partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O° 2 HR FIREWALL SEPERATION DETAIL @GARAGE 5 (MODEL D000 5 ) wSHEET NUMBER ON BOTH SID1=S OF FIREWALL = Bearing the UL Classification Mark 'FW� 2 2 HR FIREWALL SEPERATION DETAIL (B- 2z 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 & 64 a Last Updated on 2010-10-21 USG AREA SEPARATION WALL SYSTEM UL# U336, O N.T.S. AT FLUSH CONDITION FI"2 TEST #RAL-TL-88-350; STC = 60 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED