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Home My WebLink About42839-Z L Town of Southold 5/8/2019 o - P.O.Box 1179 o w 53095 Main Rd �.fj01 ,l�o�i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40367 Date: 5/8/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 30 Millstone Ln Unit 15, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2018 pursuant to which Building Permit No. 42839 dated 7/6/2018 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 screened porch and attached two carara eg_as applied for (Unit 15) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0070 5/6/2019 ELECTRICAL CERTIFICATE NO. 42839 1/9/2019 PLUMBERS CERTIFICATION DATED 4/16/2019 N Suffokk Plumbing Cont. 0 0 t iz d Signature �4�S�F ot�ca TOWN OF SOUTHOLD BUILDING DEPARTMENT y� TOWN CLERK'S OFFICE SOUTHOLD, NY y�ol � 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#: 42839 Date: 7/6/2018 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#15, B-Alt model) At premises located at: 30 Millstone Ln Unit 15, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-15 Pursuant to application dated 6/14/2018 and approved by the Building Inspector. To expire on 1/5/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,787.60 CO -NEW DWELLING $50.00 Total: $1,837.60 B ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1$02 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be.filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If.a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 - 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. / New Construction: Old or Pre-existing Building: (check one) r Location of Property: (4j l f AX_ s House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map ®No 1000, Section Block 01 Lot S bdivisio Ck" 6-L— Filed Map. Lot: Permit No. Date of Permit. Applicant: oKoy ®� Health Dept. Approval:` (4 ro-U---,erwriters Approval: Planning Board Approval: I? Request for: Temporary Certifi It, Final Certificate: t/ a one) Fee Submitted:$ d A lica Sig ure- oF so��y®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® ® �® roger.richertrtown.southold.ny.us COU BUILDING DEPARTMENT, TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 30 Millstone Ln (unit-15) City. Cutchogue St: New York Zip: 11935 Building Permit#. 42839 Section 102.1 Block, 1 Lot. 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 47 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 3 Main Panel 150a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches 34 Twist Lock Exit Fixtures TVSS Other Equipment- 1-combination smoke / co detector, 2-bath-fans, 8-ARC fault circuit breakers, 7-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: Date: January 9 2019 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 Cleo-> P.O.Box 1179 Southold,NY 11971-0959 �f . �._ OWE BUILDING DEPARTMENT 9 TOWN OF SOUTHOLD APR 162019 TOJVN 03F SoUr .,,OLD CERTIFICATION Date: Aq Le Building Permit No. Owner: (Please print) �Plumber: W �bk (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (plumbers Signature) Sworn to before me this day of 40� 20 101 ANNA FIORITA Notary Public State of New Yori< Aeg,NO:0IF16368364 Qualified in Suffolk Cu Commission Expires-I.V-12 w- Notary Public, County vrN �O�aOf SOUTyo`o TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 IN_SP_ECTION - - [ OUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I/� O l� ✓ DATE ISD INSPECTOR �� SOF SOUTyo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [�RR®G /STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: 04 r/ PIVM6� Ow&o-, �- a Imu u • DATE 106 negle INSPECTOR1/77 SA�4L%cQ�'A-L �a0f SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 I-N-SPECTION [ ] FOUNDATION 1ST [ ] R GH PLEIG. [ e ] FOUNDATION 2ND [ INSULATION [ } ] FRAMING /STRAPPING [ ] FINAL [ ]'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: h P Of aav r DATE INSPECTOR %,W, OF SOUryolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION U4,f-riy j [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE A /6 INSPECTOR i �o�1 ouryOlo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,o�'' 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL WiD [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING I , REMARKS: [- _&Mh1 dl! N (011M J ueo itu ¢s DATE ?✓ �' INSPECTOR OFFICE LOCATION: DIAEUNG ADDRESS: Town Hall Annex ,I� Saul, � P.O.Box 1179 54375 State Route 25 } .�� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) !! Southold,NY1� ! Telephone: 631765-1938 r., www.southoldtownny.gov nil y I PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 25, 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 5 through 8 and 13 through 18 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 forlUnits# 5—8 and 13— 18 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on April 15, 2019. 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 ten (10) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on'the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, ` C �ac Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager Home Energy Rating Certificate 5-1 Property HERS Juniper B Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Point Rating Date: 2019-03-08 Rating Number: MC096 30 Millstone Ln Registry ID: 371579488 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 52.3 $1077 66% General Information Cooling 1.0 $38 2% Conditioned Area 3260 sq. ft. House Type Townhouse, end unit Hot Water 11.0 $202 12% Conditioned Volume 31155 cubic ft. Foundation Conditioned basement Lights/Appliances 22.9 $310 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 87.2 $1643 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 10.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 73 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes v — -- - -- ----- --- - --------- - Building Shell Features - - - - - -- --- -- -- - Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under ® Y , Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Ls Li .L, Above Grade Walls R-21.0 Infiltration Rate Htg- 1386 Clg: 1386 CFM50 rn Foundation Walls R-13.0 Method er 1or o f Co no r• -3115',r A 3 K 7 D Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Fax# / Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. ye_,�B y{,t-.,,:��;. ,sry?'r} ,�;)..,r' ,�?,.,.._�•,..r:-=�„�- !fi•.`�:` GRCH AR . �,�,�i z �:t� •� a,,sfa,;.� syr �,,n��,,r�k .5�'>'+'':+K' � CHITECTURE PC -; 3750 EXPRESS DRIVE SOUTH M. SUITE 202 ISLANDIA, NY 11749 Y 'W.GRCHARCHITECTURE.COM i� (631)864-3395 W i November 14, 2018 q Town of Southold Building Department D 53095 Route 25 APR 1 6 PO Box 1179 219 Southold NY 11971 Attn. Ms.Amanda Nunemalcer Plans Examiner TOWN OFSOUTAOLD Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3%” (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is _provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials,including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espectfu IY submi ed, �ERED ARC DOERT C/y�,��j0" �y A Glen Cherve y IA, LEED AP Principal 023810 Q� FOF NE�� r i I i i I i GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 (� ISLANMA, NY 11749 WWW.GRCHARCHITECTURE.COM l�� (631)864-3395 March 14, 2019 f 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 15 -Permit#42839 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements fGleherveny, d space as defined in the 2015 IRC and Energy Code asjwell as the 2017 Code Supplement. ubmitted, 'CERED ARC �5 �gERT C/./ y�j• SCA AIA, LEED AP (P 9�. 023810 yQ ccOF;NE`N D APR 1 6 2019 B UMOarr^ TOWN OF SOL7MO�� i I i GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM �� /;' (631)864-3395 January 22, 2019 Town of Southold ® �( Building Department V B 53095 Route 25 PO Box 1179 APR 1 6 2019 Southold, NY 11971 Att: Mr. Michael Verity TOWNOF SOUTiii T-D Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 15 Permit No.42839 Dear Mr.Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the Planning Board's approval dated January 18, 2019. espectfully submitted, FtED ARC, Cy, j�CI Glen C e eny, , LEED AP Princip I N� '9�• 02381� Q �OF!NE�y i DD A iJ 1 6 2019 Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 30 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-03-08 Outdoors Temp During Test: 35 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes[ No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes No[ Type: Furnace I r l Boiler❑Heat Pump[]_Other E tcien I Fuel Tuve Z' Venting, 33 Draft,- Sip 11a a ilia e CO -CO, Circle T e [seal - orst Case atural orst Case atural Rating:95.0 NOPE]ODEE] N[]�,[ME S_Z NSA Pa. Pass❑✓ Fail❑ Pass_❑✓Fai10 NSA PPM NIA PPM 'WaterHeater Primary: Yes ❑✓ Type: Standard Tank ✓[Indirect Tankless ❑ Size: 75 0 Style Common Vent No Instantaneous Commercial See Note 5 below (Gallons 4 _ n ❑ 1�.L1 ) ) Stand Alone Q✓ s z YeniinzType3 Drat S in lla2e_' Spill-ge(Natural) r CO Efficiency Fuel Tme � Circle T e ascal ( _ _yp) - F.-_ ) (Worse Case} (Worse Case) (Natural) EF: 0.69 N_❑✓ PQ O[E_E] N❑M Q✓ S❑ N/A Pa. Pass ✓I Fail❑ Pass❑✓Fai1L] N/A PPM N/A PPM Oven` Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑✓ Oven CO 6 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: kilay Date: 2019-03-08 ti Manual S Compliance Report Job: - wrightsoft° Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1-4y-� l 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email r b delfmo@energytestingservices com -Project For:30 Millstone Lane Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB. 83.0°F Sensible gain 15312 Btuh t Entering coil DB. 75 7°F Outdoor design WB: 71.0°F Latent gain 2546 Btuh Entering coil WB: 63 3°F Indoor design DB: 75.0°F Total gain. 17858 Btuh Indoor RH 50% Estimated airflow 700 cfm ® C (: OCG Manufacturer's Performance Data at Actual Design Conditions B Equipment type Split AC APR 1 6 2019 Manufacturer: Generic Model SEER 16 Actual airflow 700 cfm Sensible capacity 14700 Btuh 96%of load ;n TJRE-',`7, Latent capacity 6300 Btuh 247%of load � Total capacity 21000 Btuh 118%of load SHR. 70% TOWNOF SOUTHULD, fleating Eqpi0ment !` Design Conditions Outdoor design DB. 10.0°F Heat loss 30808 Btuh Entering coil DB 62.9°F Indoor design DB- 68 0°F •I Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer: Generic Model AFUE 92 Actual airflow. 638 cfm Output capacity 36800 Btuh 119%of load Temp rise- 53 °F Meets all requirements ofACCA Manual S. +�-wrlightsoti`t® Right-Su2019-Jan-04 14 38 57 wr+�+,� n�r.•isew�,iw.,®,b..,a, ds®Universal 2018 18 0 32 RSU20066 Page 1 �Vt1 Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJB Front Door faces W • _ • _ • ansExaminer Review • Form RPER 1 ACCAo for - - • (Loads, • • - 15 Mar 09 Pt catirrrtyt.amadndM�xa Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes E:] No F-1 Mechanical license or MJ 1AE Form`(and supporting worksheets) Yes El No OEM performance data(heating,cooling,blower) Yes E] No n Building plan# Manual D Friction Rate Worksheet Yes E] No n Duct distribution sketch Yes E] No n Home address(Street or Lot#,Block,Subdivision)30 Millstone Lane Cutchogue, NY 11935, Entire House HVAC • .D CALCULATION40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 'F Orientation Front Door faces West Indoor temperature 68 of North,East,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss 30808 Btuh Number of bedrooms 2 Conditioned floor area 3306 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature 83 'F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth 10.0 ft Sensible heat gain 17400 Btuh Internal shade none Blinds,drapes,etc Eave Latent heat gain 2894 Btuh Depth window Total heat gain 20294 Btuh Number of skylights 0 HVAC EQUIPMENT SELECTION (IRC ,0 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type SplitAC Heating cfm 638 Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Cooking cfm- 700 Model Generic Model Generic Static pressure 0 60 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity 36800 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION — .0 Design airflow 700 cfm Longest supply duct 201 ft Duct Materials Used Equipment design ESP 0 60 in H2O Longest return duct 144 ft Trunk duct Sheet metal Total device pressure losses -0 6 In H2O Total effective length(TEL): 344 ft Available static pressure(ASP): 0 01 in H2O Friction rate: 0.003 in/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP r(TEL x 100) declare the load calculation,equipment,equipment selectionand duct design were rigorously performed based on - building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name Contractor's signature: Date- -. for County,Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist ,WN riigho6 Ri ht-Suite®Universal 2018 18 0 32 RSU20066 I - wrightsoftW Load Short Form Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfmo@energytestmgservices com i Project • • For. 30 Millstone Lane Cutchogue, NY 11935 1 Design Information Htg clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/1 Design TD(°F) 58 8 Pressure/AVF 50 Pa/ 1017 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 i HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Gei neric Trade Trade I Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref I Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0.023 cfm/Btuh Air flow factor 0 047 cfm/Btuh Static pressure 060 in H2O Static pressure 060 In H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) ,i( cfm) (cfm) Star 0 56 1182 132 28 6 Bsmnt 1624 6621 733 155 35 M bath 134 1337 1259 31 59 M bed 259 2834 2247 66 106 LN 9 0 0 0 0 WIC1 33 0 0 0 0 WIC2 32 0 ! 0 0 0 Laundry 59 301 522 7 25 Hall 48 155 101 4 5 Bed 2 178 2099 11689 49 80 Breakfast 126 3743 2442 88 115 Kitchen 132 1393 1764 33 83 Foyer 76 999 319 23 15 Bath 2 51 256 ; 58 6 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i 2019-Jan-04 14.38 57 wrightsoft` Ri ht-Suite®Universal 2018 18 0 32 RSU20066 ' nwt.fi-Ia..fi..n+iv.*c�rw 9 Page 1 M l ICA Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W WIC 25 0 0 0 0 Dining 133 1721 750 40 35 Living 330 4629 2806 108 133 Entire House 3306 27272 14824 638 700 Other equip loads 3536 1488 Equip. @ 0.88 RSM 13474 Latent cooling 2546 TOTALS 3306 30808 16021 638 700 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2019-Jan-04 14 38 57 WPightsOft" Ri ht-SuiteO Universal 2018 18 0 32 RSU20066 /� e.Nrwr.r.an.r...rom� 9 � Page 2 AICA Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJB Front Door faces W r i ® Project Job: +�- wrightsofk Pt SDate: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email*rb delfino@energytestmgservices com I Project • • For: 30 Millstone Lane Cutchogue, NY 11935 i Notes: I I Design Information Weather. Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions SummerDesign Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Ci oling Equipment Load Sizing Structure 27272 Btuh Structure 14824 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(56 cfm) 3536 Btuh Central vent(56 cfm) 488 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 30808 Btuh Use manufacturer's data n Rate/swing multipplier 0.88 Infiltration Equipment sensible load 13474 Btuh Method Blower door Latent Cooi ling Equipment Load Sizing Shielding/stories 3( artial) /1 1 Pressure/AVF 50 Pa 1017 cfm Structure 1402 Btuh Ducts 0 Btuh Central vent(56 cfm) 1144 Btuh Heating Cooling Outside air Area(ft') 3306 3306 Equipment latent load 2546 Btuh Volume(ft3) 20331 20331 Air changes/hour 025 Oil Equipment Total Load(Sen+Lat) 16021 Btuh Equiv AVF(cfm) 85 39 Req.total cap,city at 0 70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Cod AHRI ref j Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 14700 Btuh Heating output 36800 Btuh Latent cooling 6300 Btuh Temperature rise 53 °F Total cooling I 21000 Btuh Actual air flow 638 cfm Actual air flow 700 cfm Air flow factor 0 023 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 060 in H2O Static pressure 060 in H2O Space thermostat Load sensible)heat ratio 086 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed -�,(-WtTighf oft I 2019-Jan-04 14 38 57 ,,tom" .Wu•, w Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 .CCA Rimor Model B MAN JSD%Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W I I N Level I Broan Exhaust Fan Model L150 56 CFM Energy Star contlnous User Timer I I 127 cfm �71 cfm 159 cfm M bath M bed I Living adlab LN Hall k6 cfm WIC1 WIC2 WIC M791 cfm Laun Dining 8 cfm 30 m i Stair 2 i 6" Bath 2 �` 8 cfm K7 cfm Foyer I I i Garage 12 0" Kitchen alloo cfm Bed 2 I 5'0" I K96 fm 1 8 cfm Breakfast I I I Job#: Scale:1 -93 Performed by Energy Testing Services L... Energy Testing Services LLC Page 1648-A Locust Ave Right-Suite®Universal 2018 30 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935 Phone 631-244-2627 2019-Jan-04143908 r b.delfino@energytesting'erwces.com AN JSDUZmor Model B MAN JSD rup • I I N 7�7 I Level 1 Y2, 10' %1- 2 16c i I I adiabati80 0" 28 0" i 219 cfm I I mnt 6 6 5' 2 x16 Make up air 56 Star 0 16 x 16 CFM Skuttle 33 c m model 2161 4 6' I - i I i 20 6" 9' I 23 0" i 2"" 16 10„ I I 5' I I i I I I I Job#: Energy Testing Services LLC Scale 1 93 Performed by Energy Testing Services L... I Page 1648-A Locust Ave Right-Suite@ Universal 2018 30 Millstone Lane Cutchogue,NY Bohemia,NY 11716 18 0 32 RSU20066 11935Phone 631-244-2627 2019-Jan-0414 39 08 r b delfino@energytestingservices.com AN JSD\RmorModet B MAN JSD rup i I I Duct System Summary Job: - wrightsoft, I Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC j 1648-A Locust Ave,Bohemia,NY 11716 Phone 631-244-2627 Email rb.delfmo@energytesbngservices com I Project Information For 30 Millstone Lane Cutchogue, NY 11935 I Heating Cooling External static pressure 0.60 In H2O 0.60 in H2O Pressure losses 0.59 in H2O 059 in H2O Available static pressure 0 01 in H2O 0 01 in H2O Supply/return available pressure 0.006/0004 in H2O 10.006/0 004 in H2O Lowest friction rate 0.003 in/100ft 0 003 in/100ft Actual air flow 638 cfm 700 cfm Total effective length(TEL) 344 ft �Su • • D- • I Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in){ Mat] Ln(ft) Ln (ft) Trunk Bath 2 h 256 7 3 0 004 4.0 OX 0 MtFx 8.5 150.0 st1 Bed 2 C 1689 59 96 0.003 9 0 Ox 0 MtFx 27 3 150.0 st1A Breakfast C 2442 105 138 0 003 100 OX 0 j MtFx 415 130.0 st1 Bsmnt h 6621 186 42 0 003 120 OX 0 ! MtFx 265 140.0 st2 Dining h 1721 48 43 0.003 6.0 Ox 0 MtFx 165 160.0 st2 Foyer h 999 28 18 0.003 50 Ox 0 MtFx 175 160.0 st1 Hall C 101 4 6 0.003 40 OX 0 MtFx 203 150.0 st2 Kitchen C 1764 39 100 0.003 9.0 Ox 0 ' MtFx 318 140.0 st1 Laundry C 522 8 30 0.003 50 OX 0 MtFx 6.0 165.0 st2 Living o 2806 130 159 0 004 120 Ox 0 MtFx 313 130.0 st2 M bath C 1259 38 71 0 003 80 OX 0 MtFx 40.5 160.0 st2A M bed C 2247 80 127 0 003 100 OX 0 I MtFx 31.3 1500 st2A Star 0 h 1182 33 7 0 003 50 OX 0 i MtFx 22.0 165.0 st1 • • ® - • I Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (In) I (in) Material Trunk st2A Peak AVF 117 199 0 003 223 15 4 16 x 8 ShtMetl st2 st1A Peak AVF 59 96 0.003 144 11.4, 16 x 6 ShtMetl st1 st1 Peak AVF 272 363 0 003 204 19.01 16 x 16 ShtMetl st2 Peak AVF 494 477 0.003 202 21.61 16 x 22 ShtMetl I I Bold/italic values have been manually overridden WP7ght5O 2019-Jan-04 14 38 57 ^�. ,,.rP,,,w,,., ,�,,,_ ,, Right-Bud9a®Universal 2018 18 0 32 RSU20066 � Page 1 Acca, Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W i i i TableReturn Branch Detail i Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 547 791 1438 0 003 215 26 0 Ox 0 ShMt rt1 rb1 Ox 0 219 49 0 0 0 0 Ox 0 MtFx TableReturn Trunk Detail i Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 547 791 0 003 215 260 0 x 0 ShtMetl i I I I wright5Oft, 2019-Jan-04 14 38 57 esua•ix.a,�.wb.,�� Right-Suite@ Universal 2018 18 0 32 RSU20065 Page 2 rtvvn Rimor Model B MAN JSD\Rimor Model B MAN JSD rup Calc=MJ8 Front Door faces W i i MECHANICAL CORPORATION j HEATING AND AIR CONDITIONING March 11, 2019 D APR 1 6 2019 Michael J. Verity Town of Southhold Building Department To"®� Town Hall Annex Building S�V D,� 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 I APPLICANT: S.C.T.M.*: 1000 CHAPTER 236 (Property Owner.Design Professional,Agent,Contactor,Other) —� Q"�i��' �] °ZST® ATER - DRAINAGE NAME: �, ��..( Becton Block Lot � Date: INSPECTION REPORT FORM DESCRIPTION®F Sof WORK ®BE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls _ [� ]( b. Limits of Clearing & Area of Proposed_Land Disturbance. 5 6'r' _� �_� t � c. Condition of Stockpiled Soils. j ; � d. Verification of Size& Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging. f. Driveway Installation within the Town ROW-Highway Specifications g, Final Site Grading-Effect on Adjacent Property ({_ l �!`�! R,OtD�' 'sAwy R6 D h. Inspection of'Gutter Leader'System-Drainage Piping i. nstaiation of proposed Swimming Pool and discharge ring. ( �� ` rs @r A �w� A_ j, inspection of Construction Entrance/Staging Area(s). ij':, k. Location of proposed concrete washout area(s). =1 F inal Irapection ReaorL,must be M9.11Die Ied prier to i susrice o Certiflclte of CicciI Paiu;w The at ri_hL-_int has threeooiiorts for cer ification of rIrainaizeiinatailatlorli . �k OPTION'. 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OP'T'ION 2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION 3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION s: 1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: Rv5 a®N t 5Fff(MSNT' OO o )-T 1_ b 29_5D Ntiln ****FOR ENGINEERING M111 ME ' '1 is=ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date �1 Inspection": _ _ Completed & Approved by the Engineering Department. I FORM * SWCP Inspection Report Form-TOS October 2014 IP • • • • • Ell u 11 M-4 FOUNDATION (IST) 'FOUNDATION (ZND) Eli Fill' ROUGH FRAMING PLUMBING INSULATION PER 8TATE ENERGY ODol r�I ____ .�, ;I f...,� � !:. _I ;1 fIi r;; is :/:,•�' .i _ ��'. — (IR low " v \, • LAI VIA s TOWN Off'SOUTHOLD _ �� _ BUILDG�'ERt, PPLI±vATIOI�IaCHECKLIST BUILDING DEPARTMENT s_:.3 k, you'havezor need the following,befo�re�pplyi' TOWN HALL86ard ofHealth - SOUTHOLD,NY-11971-: - --- = z= - -4 sets of Building Plans- TEL: (631)-765-1802 PIaaning-Board approval FAX: (631),765-9502 ,i '. z Suryey- Southoldtownny.gov__ •-4. `�-a==PERMITS 0. -- _ _- v -,- Check Septic Form N-Y.S.D.E.C. Trustees - - - _ C.O.-Application- - Flood Permit Examined' 7 ,20 _ - - _ _Single&Separate _ A `; Truss Identification Form - - Stbrrn�-W!terAAssiessment Form. !Contact:-7 � Approved Mail to:' 1,•�-: d�-:=l=�-U Disapproved a/c / Mq 1196s, - Phone:_ 63l ? 46 Expiration 20EM 51V[E -- . F.;. D B n ctor t i JUN 1 4 2018 P �CATTON-F4RBvMDJNG-PERAff Date -_ -_ -- / �• - - 20 ]BUILDING DEPT, _ 10 INSTRUCTIONS TOWN OF SOUTHOLD .a.This applidati6n_MUST-be c6mpletely_filled in by typewnter'or in ink-and submitted to--thee-Buildinb 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;reIatiorishi. to adjoining premises or public streets-or areas,and waterways: c.The work covered by this-application Indy- bii.be-commenced_before-issuance of Building Permit. - d. Upon approval of this application,the-Building Inspector will issuel,a Building Permit to the applicant.Such a permit stealI be kept on the premises available for inspection.throughoutthe_work e.No building shall be occupied;or,uSed Gp�whole or in partsfor any purpose what so ever until the Building.Inspector {- issues.a Cerfif cate of Occupancy. `-` - - _ `•-�;- verjc�building permit shall;exptre_if th,W authorized has:not-comnienc�ed within 12"months after the,date of sissuance oi-has not Igen completed wifiiiml�months'from-such date.If--no zoning-amendWents-Qr-other regulations affecting the have been enacted`n tiie-inteiim the-Burrdin Ins ect6t ma authorize;=in 4r fina=tfie`extensiorr of the permit for an property g P Y os addition six months.Thereafter,a new permit shall be required. APPLICATION 1S-HERBBY MADE=to-the Building-I)epartrneht fdr�-he-issuance of a Building Perinit-puituartt to the Building Zone Ordinance of theTown-of_Southold.-Suffolk County,New-York;:and-other-applicable Laws,Ordinances or Regulations,for the construction of buildings,,additions,or alterations-orremoval or.demolition as-herein-described.,The applicant agrees to comply with ail applicable laws,ordinances,building code,_housing code;-andregulations,and to_admit authorized inspectors on premises and in building for necessary inspections. µ knfo i1o, &16 (Signature of applicant or nanie,if a corporation) -� - -(Mailing address of ap Iicant) State Whether applicant is owner, lessee,°agent; architect,engineer, general contractor,electrician,plumber or-builder Name of-owner-of-premises= 1 t►rb01� J �O -� �i�i sLry._;;.fi =•i•, (As on,he tax rolls or latest deed)3 f If applicairtis-a corpor- i`n;-siiggnatur o l4uly a th99'zed officer y (Name and title'.of corp - -officer) t Builders License No_ ' Plumbers License No. . Electricians-License No. - - Other Trade's--L-icense No. 1: Loca-t'onoflandpnwhjhPT oposed ork will be done: House Number Street Hamlet County Tax'Map No:L000- :Section•_, d+ l - Block O- Lot- Subdivision ALWZC'f' ®1 Filed Map\to. T 1 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 33. Nature of work(check which applicable):New Building v Addition Alteration Repair Rrmoval _Demolition Other Work 4. Estimated Cost ©o H (Description) Fee (To be paid on filing this application) 5. If dwelling, number,of dwelling-units Number of dwelling_ units on each floor If.garage,.,nurnberof_cars 6. If 6usiriess,'corrimercial or.mixed occupancy, specify-nature and extent of each type of-use. 7. -Dimensions•ofexisting structures, if any:Front Rear Depth Height ' ' Number of Stories" ,` m Dimensions of same structure with alterations o jaddations:_Front 2_7 /f r.--R, 6br)-,, r Depth Height _ %' Number �frhS�tones 1`� ('rr� �l ear;, .f/ n 8. Dimensions of entire nern�cppn��uction: Front R �rrDeptht Height •� ,�� 6 Number of Stories 9. Size oflot: Front " Rear Depth 1 Q:K'j4, LUG--0 V-0,`iWr 29T 10. Date of Purchase Name of Former-Owner 11. Zone or use district in which premises ate situated 12. Does proposed construction violate any zoning law,ordinance,or regulation? YES NO 13,Will lot be-re-graded YES NO Will excess fill-be-removed from premises? YES NO I4. Names of Gwrier of premises C-LC. Address Phone No. Name of Architect Address --i� t t4 Phone No E346 41 Name of Contractor a*-c- 44 Q&OM4-� Address Phone No. 15 a. is this property within 100 feet of a tidal wetland ora freshwater wetland?-*YES NO x IF YES, SOUTHOLD-TOWN TRUSTEES&D.-E.C.PERMITS MAY BE REqJJqRED. b. Is this property within 300 feet-of a tidal wetland? YES NO- IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate-foundation plan and distances to-property.lines. 17. If elevation at any point on property ISS at 10.feet or below,must provide topographical to on survey- Y 18. Are there any covenants and restrictions with respect-t th s property? YES 1tiT0 IF YES,PROVIDE A COPY. �y� ,�,� Lo b4 STATE OF NEW YORK) SS: COUNTY OF =•:4 _ CONNIE D.BUNCH Notary Public,State of New York being duly sworn,deposes and says thzW4 sSkMWQlh_��scant (lvame of individual signs a_contract)above named, . ®uaNBed in Suffolk G�ourrty. Co AiprII 14, o (S)He is the l V - Notary Publico*te; fork rjr- (Qonjracthr,Agent,Corporate Officer,etc.) QuaNfied Commission.Expaus,Apr„ 1-4,2- of said ovmer 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. S aor t_Q;before Pop this• .•. ` day of, ILA/ . - ?p 1744 � Notary Public - ij lure licant OFFICE LOCATION: j MAILING ADDRESS: Town Hall Annex ��0� SOUrjyO P.O. Box 1179 54375 State Route 25 Q l0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 Cn ac ! www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD' July 3, 2018 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Architectural Changes— Residential Site Plan for The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board reviewed your request to replace units 15 and 16, designated on the site plan as Type C units, with Type B units. They have approved this change because the footprints are.similar and the net number of,C and B units will not change (4 Type C units and 72 Type B units were approved on the site plan). They have also approved that the four Type C units may be located anywhere that a B unit is designated, so long as no more than four C units total aye constructed. Please contact this office with any questions. Sincerely, ,01 - --Z Heather Lanza, AICP Town Planning Director cc: Amanda Nunemaker, Building Permits Examiner q�yfFQ�„�C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO.Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 -FAX (631) 765-9502 ' ro9er.richerta0town.southold.ny.u's ,APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:' - _.. . .. _.. .._. .,�. _�. .®. .. ... �. . . . Date: - ... Company Name: "1?` 1 " Name: License No.: 3 14V HE vrWl: � e � 1 Address: f. ,p . OXO K i Wife /! Phone No.: OO JOB SITE INFORMATION: (Ail Informatio Required) Name: iarIVP a r`t, C. Address: L&A (ju e Cross Street: Phone No.: Bldg.Permit#: 0 email: Jea4m Tax Map District: 1000 Section: , ®o�- Block: , 00 ',Loft:at I I-'b BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y ' YNO I Rough In ,Final Do,you need a Temp Certificate?: NO Issued On Temp Information: :(All information required). S 1 Ph 3 Ph Sizer .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 Forrn.xls I Town Hall Annex �{ Telephone(631),765-1802 , ' 54375 Main Road t '' '`, -: L 6 502 Fax(631),7 5-9 P. O. Box 1179r'f' o dNY 11971-0959 South ,f � •`;;;;,'�� -,�,=r;, '"r�`i�; �' , .•:' ., r� . BUILDING' P�ARTM"' r :; `�'•�'�,n';,�.<:,,`�- � ',D, .v,, "t:; ?SE,*'Ir•,,,,r;�.t ..�� x at, .�f�„�Y yh^'e`,.J',,' �� „'i '',;,yr,',t•= ',�,}:}f'^:`.''`k'9' ;",,';;y'V"1 S' 't`a NOTIC8"'.W UTILIZATION OF , ,„, }N tUCTION, PRE-ENOL±' D TRUS,Sr`T�. ;9?E CoNg P�'E' Ft'E WO b C''��,NSTRUC IT ON AIti1b1�8R'� Nl�ER CONSTRUCTION Date: Z'b ,Owner^ (,two; ri,Virga ` ',•}t., i•,� y E 11; -,f,, �;-Fri1 ',y f, r ' 4„ 'W' Locatvrircif;Property: i, Y,` ," kY'!,,','r �g`r'"' ''��t�A , W;• ', '•••;' � rt'. 4f ,t.%��;?lfli:4 ;`I��,E„„'�.,, ,Pleas otice that th6t,6 4 e"[^�;{c(applicabla~`T r<e): r� .S•1''�ri` "fi /ivtrl'�Ti*l,;i,' .4•,i.':�,r:ti• ',f ,r, :�'` I,L'lri' YI_`�.J� ••C •`'' 1;r�Y't': t. �.r,`...``:�;` r "1, �.,,•,:,:`.n. --"'-'New commercl;�j'',,.O.estdent aL1 ptr ture ;,` ';�`, �,• L {}f _. l't!v7 •H,r,''. '�'o+^-; ' ''';t,• "�; `5;�7;,�".t,v7 a.';,y.°;,:z';°;:j„ fig;.y'.. 't' i,\`f 1C�', l? PQn., {',^t,.'.).,;• ; .,...;f•. r; �`J, ?. rt.d Y 5 .,,t;.� a,„s,,�,��'t,itl�tl.�rru•.' f�c q.' ir:'` ,.'�'. ti Addition to exit �trt ,.Mini Or�ia�iirpsi, entiat'strua ,�:yy' J r•r•,5o ,F1'r :f:n7`, -'i�,t�+ Aviv Ic 1lY t.ti,A'i t ..`in•r<'i,r ',fle";.,,4 jet ' � ,�•stti; `�`..;'+t'.„' r' •' ,.'f., r� iiN�'4, ' :b�'��'"s.y.'1,"' t:�t. .jy^�'..+;v•, lt"habilita -,,. 4 x.�� =� Itnrr , dewstirigscctffi+rrciai or reside'ni.structure ' ' 'r'"Y�� ,`i�� ,i'� r:rveT.dr tc'• 1,`.• ti,•sd�s�n f.• ?. �,L''�"5;l Y f •tc- :n';'h y! f � �� ''�°� L.Ji ,�t;'.teriL'� ,: �XC�,,,`t,., �.. }�' S7.,rg,,;i' r;C•�;t(�9..<i^. i $,tt tr•S d •r„�'' y,{}'.{. • ��:r 7.',•t �l�Ytt, �'f`A`^S+`�, n .� "�'S o be.const ' it i perfo ,' j pr. p rty w �, >,• ;. t a rn o ,� t+the su�i etI O +r reference ab L t e-wiil L IN �y! *�, r r {check ap •VCAFJVP, < °a„p4;rt'- d,hE;';' S I1S`f R'd.� L ” � "`,'fit{;%;•�:l�•'!�;.:, ',.,7,ti �^1°?'',',;� •�� Tru ;fonstruction (TT) Pre-en 'hc ��1ty�,o d rconstruction (PW) ,Timber constrlic►fal i4 ',A , W'd{,a•yRf,»e ,,'r y1'.`�'z,•'„';lh.' ` r,ti in the Yfollowing location(s) (check',a'ppl�cafa®,;liiiir ; t�; 11.4 Floor framing, including girders"afid beams`(F) " i > • L ' 1 Roof framing (R) ',dr Floor and roof f ng (F - y " Signature:-. " r Name.(person;_�ubrriitfiilg" is;forrrij• ; ' `! (� ,;rqj;• ',s'iSa?r�:'�",n;a''`�r%,�"'>'�`;,;f�';i'"y;1�'�.�„7�K,v�$,,'t,',��ifi,::l''`rrs Capacity (check applicable line): �,,'(�; :-tE°,''Lr: ',,; ,� ;`°•'{{° :,t;', vim_•,- ,, A rv�i � 1 '.� i .r5`r S . i, , ' ,�Pr , �,'il'I•"',�.k'r4��'„�,;!h'�2,'� L,�; ),,;';ii tr�,M1Y;`r, �e ri r�'�e� Owner representative TrussRegMdocx Effective 1/1/2015 i ! S : §(; � r �,, �<'\,,`l. ,3,%”- r„�R.',Y.d, "yr•�'or,,, wr � %':i � � �`t;: '',4`: .,.,r'tc�"::,.:;,,f'.l�rk.-,7::t;t•'b'gyn'4;:•ry,�„r �.'f.��yt�liny-�p.7f fit�`v.��g""�r{,,.. �.r��,�.��•s. Y1..1v"�`Y'S7`��. a�f:•R;' PS.r�+f u .• S �'�. ,.r srrJJ�� 'L ls,�}. i •ri'..•y..... .,;L',�:trSr�,�I;��•gssti �}+• Q+ d�K1 r�tJ�t�{S Z��.✓+sf!�.4 ��L�j,{`31_;�✓4� 7��t. JlttSfy{r Z�.t• �TtFrft Nry{i•�',,: Y f u1 Ji L�rt I ji"uJ.i. • � • �� .'!`y `J'r ��1"r S� y' rt�,4J1;�� S�>,r��.'-�1 T js fiK~�t'+].i I. ��f,.,,� My�`�'ir, �,»'r C ,¢rhv' •'njN�tt � yY tt ry slaa a� .� {�:iL 9 x�3� "Ct`y�i• ��r C��'f f � «rte~M'v s.. r R. 74 •* L J �• �,'7 9 i SS,t LF i(t S'.. `1 x r.-Sit '. Cr. r>�ti�j't z.1 rp ^t4t '' "`. ,�"+kL:�_�uf�a 47 rwr J-r a It f r( � -I'�.h 4 ..1, t•t ,� � r ti rj fs,�, y{{IIr T T4 t j t �f &'iy7� t �`•, E Al T M14jd ,•:-.•y 1 k�;v" 1 'rte"'i v '5;; 51� «� PJ��n�t kL .�,,•j r �I� �� y iu;. � fEH t � 1� '� r� '�`.y��' ,�}Ak u rk yvSr l ,r r ' . s s J3 5 t'• `� �vI'• 'a . !t7'1�' "i �)�"ty5"s"'r w < �u�yN{N F i'.: � � �. '�;Ik �t 1 I '�r L•i It S� 1.�! �� ',!ti 1 A r�, .} ✓4 de� w f'7,�ti+ 'S 4 i i jk`,�r �,tbl�.� a4 }�..��pi��' a t L INCLUDING ND BEAMS GIRDERS A Oi tr 2. �,tTn,i'��;� H✓�i�•!r t 1 +.: t 1 F i','y1�,5l..,,R�` � .r l h, ti.l A k✓ it rJr��r�t S'��yy�*rk� _ rr � ` ..•:.•.,C.M'.. y'��JwL,.pf.,Y ya _ i �•.r:�+r + r r��_ +�, .'�7?r° I a•"{?i'ry � 1#di t "✓�Sa k tL � 4e•'� 1 � l�Ca . 7. . •�- ,�... 9 tr � .. J+ 's y..Y.: H v�.; n ., tw rra ''t I'lid� •�:t ? �`'� •h, i p " ` qtr. f4•F L� .L I s r �� \t � _ k.. tom:, 1- ,�;�.:�: _ �r �; -•• i CONSENT TO INSPECTION ( the undersigned,do(es)hereby state: Owner(g)Names) That the undersigned(' (are)t e o"Y (s) f the preipises i e T w of Southold,located at C5 tl4e_ which is hown and designated on the Suffo �eOunty Tax Map as District 1000, Section IW.o 1 Block ® Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspe toy's Office for the f llowing;, R44 ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. i 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: (Print ) (Signature) (Print Name) i i _ l \Planset\3_29305.00_LM.dwg, f I I u U i I 10.3" 14.1' 12.8' �� ce- 15 14FeB 20 19 1 e �'' B B1 o m B1 , 18 17 ix Z z ' f6.2' C C EN ni k;�s. 4 N r ays sm w I 19.7 5 •'�'t PROPOSED 5.' SIDEWALK (TV.) } PROPOSED HYDRANT, ROAD TO BE, WIDENED TO 26 FT: AT HYDRANT (TYP)' tc3�v li !tv LA NV H-L - • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: i i 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 IROi 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 I I ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". . I COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BET�NEEN 1 FREEZING. ' SEWER/DRAINAGE LINES. II � • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM �ANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. i j TO PREVENT MOVEMENT. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING JD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND dD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC •i PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET I SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. t •I 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 BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER ' SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT OET DURING CONSTRUCTION. I LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL j HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR j PORTION THEREOF. 3E INSTALLED UNDERGROUND. z Habitable Garage Area Total (SF) Harvest Pointe at Unit Numbers Area (SF) (SF) { 77-124 1,999 486 2,485 C u tc h o g u e i 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 31,33,36,39,41,45 1,599 363 11962 Town of Southold X6,47,49,50,52,541 6, 58, 59,68, 72, 76 No. :, .,Revision = Date Appvd. I �1n; 13 TOWN/SCDHS REVISIONS 7/28/17 AVL j 2,5,6,9,11,13, t 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35;38, 1,599 363 1,96;2 a SCDH REVISIONS 4/22/17 AVL 1,0,42144148,51,53, I 10 REVISED PHASING PLAN PER TOWN' 4/6/17 AVL )7,60,62,64,66,70, -73 74 75` - — --- --— — 9---•TOWNAEVISIONS _ �_-_ _ --sl2T/1Z _-AVL_ =j— i —- - — - - — — — -- - -- I-- —_ 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55 1979 `" ! , , ! ! ! 6signed;by:-;r�"'S='tom 1,599 380 ;, , � w ,;,...; '61,63,65,67,69,71 _ -� 1 kF. j?,�y•n`�¢,'Cg�a'�+ }�,��r�-: '•rr',.,cn%%'-»aid` _ti'S r` C 1�:��.;` . Issued for Date j 15,16,17,18 1,999 408 2,407 July 10, 2015 j N/A 6,188 N/A 6,188 SCTM-: 1000-102-01-33.3 SCDHS Ap roval ; Overall Utility Plan SUFF OLg`' OUNT f QpARTWIVI 4T OF HE"LTH SERVICES PERM17 FOR APPROVAL OF COW7,R flON F®IB A RESII0RHOE GNLV I;Z —17— OLISY I¢L' APPROVED— on Drawing Number �� IMI,�M OF �Q� N✓ �J� �BEv T 9RIeE VBARS ®l!�CdA o�i�PPI��D'� C =4061 " d Yom; I t• lY n I Sheet of i 4•�' �,` 9 28 ' %pes S10NP Project Number 29305.00 SCDHS Reference # C10-06-0013 1 I i I i r , c1w NOTES. ®DI I�- R/O SLATE THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE �l� U /U STOOP&STEP ❑�C UNIT NOTPROERTY INTENDED TO RE GUIDE THE ERECTIOIFIC N PURPOSE ANDCES RETAINING ANDTHEREFOREWALLS, POOLS. j Lwj 3 CONC WALK w w Z NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, � Ir A/C UNIT F-c jw-) PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION W SLATE 5.5' ❑ O 0(n Z Q N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, CO I• V; 17.2' 6.1' 100 > U O -U U, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Q U 6.6' 6 o of - Z a Z_j O=F> PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED CJC�u� 5.3' 7 7' N Ci 0-n O Z U F Q z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF II W 1"SERWATVICE R = 7.6' p U w 3 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE SERVICE o _ ciw �v Oc+7 •I _ w w N ri 00 rn ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND w w -I M I j W - 5 0' 23 5' >lq THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH cau3 4.0'�E____ I- 0 p 4'SDR-35 ?' ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION / m C� I z 3 0� INV. PIPE'TYP.m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED BIT.DRIVE W/8" I W 1 30.33 1 _ SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY (I U PAVER BORDER w EGRRESS O_ I ro § I ''`I g WIN.WELL, w s NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS `-' I co cv U a TYP. dc^ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Z O 2.0'--_0_ 11 11 LL w \tD UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED II I -L(LLI J J „ m a AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE LL LL- - a, - ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN i J Gm iv 0 I LL O U) > m as} \ad PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED BIT DRIVE W/8" I f-w Z a F m a TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS II PAVER BORDER Q I r U)IY d P2: >; zoo Ulu THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR LU I I r N 3;0' !]M `vd gco ao FURTHER DESIGN c]T 4.0' _---- f- N N S.T. N W LU ?I Z 2 7' g �1 a M� PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE > 1/J W M i+l n v 4.8' CID w INV. nip° CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q 1" WATE ZI � cV cV o1 f w 2$65 N S-2 cd U) SOIL CONDITIONS,VEGETATION,TREES,PATHS.DEBRIS OR ANY OTHER CONDITIONS v Z SERVICE 7.6' o � INV. wj ZN W OTHER THAN VISIBLE PERMANENT STRUCTURES FD) 12� ( �� 0 m cm in 5.3' 7 8' N 30.33 U 1 L--� `.n,, __3 lqU� 6.5' d: ZO N Z COPYRIGHT©NELSONBPOPE,ENGINEERS AND SURVEYORS ALLRIGHTS L-a D II c1 ¢w w "' 17 2' 6 2' Q O >'- LP a RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, _ __ C C�� 5.5' UU Zm uio W W.. R/O Z N a n W RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED -W _ _ _ __ __ SLATE 0AIC UNIT ow O a:to IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN GinE E E® G E CONC-WALK - - _- _ oa N vm� PERMISSION OF THE SURVEYOR. MAY - 8 2019 _ -- N - ' • - - -- - SLATE A/C UNIT X-1 Z ca0„ iN ij a ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT ❑ OW _m� SHOWN------ DI - - C � 'W 27.7' �, ALL SANITARY PIPING 4-SDR-35,TYPICAL --- �, W o Q J W vi 6 1'N 14.8' c� v o m F'w ° Z m TOWN®�.��+LJiuL3. W 1" WATER cOwm 0 C SERVICE m zo S.T uin o� FL SANITARY SYSTEM AS-BUILT TABLE II 101 ---- z 22.5 23 ow z0; STRUCTURE NAME TIE A TIE B 2.0' a -N C n BIT.DRIVE W/8" w I = w z c� H �Oa PAVER BORDER 0 I `� rn ? nN�� UNITS#15-16 MN ) oN zN zN !"I'NV.' ST-169.7' 33.0' ¢ I C,`'' Z zco INv HIx, ®F fVE✓/� ST-2 75.5' 30.8' ly cm z 70 G 1 6' _� II 11 L-w ( ) 31' 29.25 29.30 �` S:i`a < u: 1<i'i1;4'1 �,',.r'J ,.`,C C.iFI /;L;r, _Fr/fr�5 w -�JJ WO-4.0' 27' �4` �OAVID� LP 96.2' 32.5' II LL LL IL:C7 OLU zo c6 4"SDR-35 z O� T T SANITARY SYSTEM AS-BUILTTABLE Gin 1 BIT DRIVE W/8" m I I-w a 1.0' PIPE,TYP =Fo I-SPAVER BORDER < I U)of o� o �� za�N y y STRUCTURE NAME TIE A TIE B Ir3a°:; MAY 0 za-la... /� Id ��7-ao70 " II \ 1s---- N Ln w 0 ,- i9 0 UNITS#17-18 " C,,, c,, z 2.0' _'} n ST-1 46.4' 75.2' FI1c cG't181: G':;rC35wa t:i t '1;J;y` 5.5' W2 0) w = o W�F �V r, /I/p 213 _�� - 2' 81.5' 05U Q 2 44. Inspect and/or cE4-9je„F� c 1"y�r�;;?.,„. c;r otnc: , :.•rs�a;tu S�ourici 10 w o �� o cli � ww *� v LP A-I 92.4' be satisfactory FOR A h9AXIBvIt1m'.. I�r'r>l. ;,W0,31 � "' � �m � 6° N 16.5' s.5' ¢ W= LSA N 0 `� SDIGER ER 23.0' 6.0' O V O s' /OATE a0OV E E SLATE Z G G G m CONC.WALK Uw _ os23-zo,a FOUNDATION Craig Knepper, P.E., Chien C ON fficeof YasteWat"ara01-11-2019 FINAL SURVEY SANITARY AS-CONSTRUCTED PLAN FOR UNITS 15 -18 UNIT DESGNATION MAP OF r o,-lz-zols SANITARY REVISEDSANITARY HARVEST POINTE CONDOMINIUM 1 103-11-2019 AS-BUILT AS PER FILE NO.:471 FILED January 09, 2018 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 1 S C H.D.DATED 03-07-19 SITUATED AT UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 03-25-2019 REVISED SANITARY CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 15 R-10-17-0069 1,999 S.F. 408 S.F. 2,407 S.F. S.C.T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 15,16,17&18 16 R-10-17-0070 1,999 S.F. 408 S.F. 2,407 S.F. NELSON & POPE 17 R-10-17-0071 1,999 S.F. 408 S.F. 2,407 S.F. r 1 ENGINEERS & SURVEYORS R-10-17-0072 1,999 S.F. 408 S.F. 2,407 S.F. ___ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ft �- �✓ �_- PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM �� ' DRAWN BY: NP CADD No.:INDIVIDUALS00026YS SCALE: m CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 DATE: 05-24-18 PROJECT NO.: 00026 ' c 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 OFFENCES.RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 27.7' (h •`5 PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY O 14.8' PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED Wc6 6.1'N p pp Q R PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF I nj a La/ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,THE Z ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND QTHE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 10-11 O O R 2.3 ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION J 2.0, f- c � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Z } 11 fi SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY zi J Z {/� � Z N NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS z 0 N a OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED S 53037134" E ° I Z I_ V JA PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 6.25' S 1 3815 W 1.6' _ _O Q _ l CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, 1 I"T 4.0: o k SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS L� b87W' O � OTHER THAN VISIBLE PERMANENT STRUCTURES z LL 0C6, Q LL 1.0' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O LO 0 O O RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, I l[j RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N O7 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN C'lt1.9' Z 1- 2.0' PERMISSION OF THE SURVEYOR S 38024'18" E �) `Jci Q THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL O � MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER -- 4.43' ,,, ' o Ui PURPOSE O NS 51° 23.0' r 6.0'N 16.5' 0 5.5 U �L�- 2 .42' � � � to 0 NDD co _: F_ °' JUL 2 3 2010 c / B�.DRqG DEPT. 1 Tod t?0 Ory PROPOSED CURB R OF NE _j w DAVID'o I � O Q _ FT 'A m o � U S 65°26'53" E 330 Q CD z -- - r - - - - -2N_- - p - I__ 49:54 �o� --- --- - -- --- - ---- ---- oi R=275.00' �'D•05023 J - L=77.85' N I LAND y �3 IGs► 167.99' (ACTUAL) (PN 06-29-218 FOUNDATION LOCATION� �2 cooS52°55'20"W FOUNDATION AS-CONSTRUCTED SURVEY FOR n -o 0 I w UNITS 15-16 UNIT DESIGNATION MAP OF S 49003'44" E 2 r ►��" o HARVEST POINTE CONDOMINIUM 1 28.48' 0t I I FILE NO.:471 FILED January 09,2018 �m I � TOWN OF SITUATED AT S 40°52'38" E � ! CUTCHOGUE TO 25.75' I SOUTHOLD WN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 17&18 S52055'20"W ,<1 19.47' I _ - NELSON & POPE -�— - - ' - - - ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 I- Y PHONE(631)427-5665 FAX(631)427-5620 W --- -- - r - WWW.NELSONPOPE.COM INDIVIDUALSURVEYS SCHOOL HOUSE LANE DRAWN BY: NP CADD No.: 00026 IS SCALE: � CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE- 07-10-18 PROJECT NO.: 006-2-6 i an4s ` S + 1� APPRO ED AS NOTED Blower door .DATE: ' B.P.43 f L f��f�� and ductwork FEE:- 0BY: ;testing required. �: NOTIFY.-,BUILDING DEPAR T 765-1802, 8 AM TO 4 PM FOR THE 'FOLLOWING INSPECTIONS: 1: FOUNDATION - TWO REQUIRED Must provide Manuals -FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING D,J and S as per 3. INSULATION NYS Energy Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGN OR CONSTRUCTION ERRORS. INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS 01 ' e TRUSS PLACARDING REQUIRED SOLITHOLC TOWN PLANNING BOAR[ ( IIi1BER CERTIFICA T l(,vcl TEAR CONTENT REf-;.,; FICATE,OF 4CCUP!^!;,'y' uDL'h1FR;USED IN VVA TE q ; YS Y' CANNO T JCEfl tif0 OF,1% LEAD. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERT_ IFICATF I.S,, JMBING OF OCC OCCUPANCY WASTE U ANCY s,&WATER I �i;;C�j �tCCD TESTING DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of afloor-ceiling assembly, draftstops Section R316 Foam Plastic TABLE R405.1 U) 2017 YORK STATE U IFOR 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 Z C) ULY 2017 EFFE OCTOBER 31 201 a roximatel a ual areas. Where the assembl is enclosed b a floor membrane above and a ceilin membrane below, draftsto in shall be rovided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 YORK STATE CODE SUPPLEMENT (PUBLISHED J , CTryE 7) PP Y q Y Y 9 PP 9 P UNIFIED SOIL VOLUME W N 0 ATI CO STR CODE floor-ceiling assemblies under the following circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall solL CLASSIFICATION CHANGE }_ 2017 NEV, YORK STATE ENERGY C NSERV ON N UCTION bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2 o 2017 NE I YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC, REVISE) AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION U � m 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. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, GOOD LOW LOW U = LffTLE OR NO FlNES O "I_� 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than % inch gypsum wallboard. GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 2 2016 NYSEC (2016 IECC 2ND PI�NIING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR NO FINES GooD Low Low Z U� M TITLE 0 NOR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1266 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 required by Section R807.1. GROUP I Sw WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW _0 gym/ N Exce tions: LITTLE OR NO FINES L O rn SECTION R101 P 2. The space is entered only for purposes of repairs or maintenance. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, E•- � ti 0 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/8 LITTLE OR NO FlNES GOOD Low Low Z) +� 0 � C inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW Of Q) •C o R101.2 The rovisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 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 � . o`� . P 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 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 aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1, The thickness of the foam plastic shall be not more than 3Y inch. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low 0 X U' M 2. The densit of the foam lastic shall be in the ran a of 0.5 and 2.0 ounds er cubic foot. Q w � plane in height. Exceptions: Y P 9 P P ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U @ 1. The glazed areas need not be operable where the opening is not required by Section R310 and awhile-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 = ren `�' coo 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 ❑ M a0 PP g g 9 P g P p P 9 9 CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, su ortin a surchar e. Z. The lazed areas need not be installed in rooms where Exce tion 1 is satisfied and artificial li ht is rovided that is ca able of roducin an averse 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 R317 Protection of Wood and Wood-Based Products Against Decay CLAYS To Low R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to 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 d is applied, or before board or panel joints and fasteners are taped and finished. flashing. 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 R305 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. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 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. y 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 R202 Definitions: ess han 6 feet 8 inches above an area of not less 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 o, masonry foundations. Drains shall be provided around concrete or masonry foundations that rettain earth and enclose habitable or n us across all structural members without thermal brid es other that fasteners and service openings. 2. n shower h tub equipped with a showerhead shall have a ceiling height of not I t Y 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 r r sh ne r in r i ;r Z Continuous Insulation: Insulating material that is cont) uo 9 q p g g g o c u ed sto d a s, perfo ated p pe or othe approved systems or materials shall be It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 30 inches gi the sh ducts oad. O 1667. installed at or below the area to be protected and shall discharge by gravity or mechanical means into ani approved drainage system. Mezzanine: An intermediate level or levels between the floor and ceiling of any story. fi Beamsl girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 feet 4 inches of the C) 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 () Ie of the coastal mean hi h water line where the ultimate desi n wind s eed identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible and laced in a osition to the unified Soil Classification S stem Grou I Soils as detailed in Table R405.1. Windbome Debris Region: Areas within hurricane-prone regiions located within 1 ml g 9 P R 319.1 Address I g p pp g p p y p � R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers � 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 Section R406 Foundation Water raofin and Dam roofin R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the P 9 PP g l7) f 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 R301.1.1 Alternative rovisions. r an alternative to the requirements in Section Rtion the following standards are permitted subject to the limitations o bottom ex osed ed a of the lazin is less than 60 inches above the floor. P P 9 9 9 R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z I cam I with the International Buildin facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is used in conjunction with these standards, the design shal py 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. 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 0 Code. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. floor to the finished rade usin a bituminous coatin U 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 9 9 g• 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 0 door. Section R321 Elevators and Platform Lifts Q R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the lazin Is less than 36 inches above the lane of the adjacent R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) � /� 9 1 P 9 P 9 9 9 P 1 R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall comply with ASME LL. u J R301.1.3 En ineered design. Where a building otherwise conventioinal construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. 9 conforming to this code, these elements shall be designaed in accordance with accepted engineering practice. The extent of such design need only Exce tions: A17.1/CSA 644. he and civ f e w; s npr a poun asp alt paper or 6 MIL polyethylene to permit water seepage whale avoiding infiltration of fine soils. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed P Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. C7 m 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. Z R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a class one vapor retarder ❑ scope of this code. Section R322 Flood Resistant Construction material. If iris retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents wwithin 3 feet of each corner of Section R310 Emergency Escape and Rescue Openings 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. ulti ate desi n wind UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the m g Table 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" by 24". Openings through perimeter wall shall be not less than '16" by 24". speed in Table R301.2(1) as determined from Figure R301.2(4)A. RESCUE OPENING PER SECTION R310. (Egress window & window well) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard 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. R502.2.2 Blockin •and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit radle lumber. Subfloorin shall be wood 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 excluding any unfinished flood-resistant g 9 9 g P g y 9 9 TABLE R301.2(1) structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches 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 f�� 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 SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean of less than 9 s uare feet with a horizontal rojection and width of not less than 36 hanical lumbin and electrical stems. Electrical stems a ui ment and corn onents eatin ve 'I tin i o itionin 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 mettal and not less than 3 inches on FLOOD R310.2.3 Window wells. The horizontal area of the window well shall ben q p 1 R 322.1.6 Protection of mec p g sy sy q p p , h g, ntl a g, a r c nd g, p g O SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual mason or concrete exce t where su orted b the use of a roved joist han ers. w p 9 p p TERMITE DECAY HAZARDS Index Tem inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322.2 or ry P PP Y PP 1 9 LOAD (mph) Effects Wind bourne CATEGORY WEATHIERING DEPTH TEMP REgUIRED P R310.2.3.1 Ladder and ste s. Window wells with a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed ladder or ste s usable with the R322.3. R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to band or rim joist. PL. Re ion Debris P P 9 q PP P Y P PP PP Y Y P 9 Y 1 � w 9 window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W zone 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 raecommendations or as shown on these 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. 0 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an a roved alterative 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 Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n DO PP 9 9 PP 9 9 P P P Y 9 9 elow the re uired elevation rovided that the conform to the rovisions f he lectr f ation Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel mixture soils in accordance with to be located b q p y p o t e seal part o this code for wet lac s. professional where required by the statues of the jurisdiction in which the project is to be constructed. R301.2.1.4 Exposure category. the United Sail 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 ❑ w 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single family dwellings O infiltration of flood waters into the system in accordance with the plumbing provisions of this code. or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways 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 elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete slab an grades to be min 3-1/2 inches thick. e rom the artiall obstructed area. Includes flat o en count and rassland. R311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headroom height. R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrette or crushed blast-furnace slag passing Exp fe t f p y P ry 9 R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: P4 3. Ex osure 0. Flat, unobstructed areas ex osed 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. P P includin treads and landin s 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. U feet from the unobstructed area. d 9 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: Exception: P. base course is not required where the concrete slab is installed on wall-drained or sand-gravel mixture soils classified as Group I both sides. according to the United Soil Classification System in accordance with Table R405.1. R311.7.2 Headroom. The headroom in stairwa s 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 Z R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported Y R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less Ethan 6 inches shall be placed between H on the exterior of the enclosure walls. able R602.3 5 . Iindividual walls or wall studs shall be ermitted to exceed these limits as ermitted b Cha ter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q bearing wall stud height permitted by T ( ) P P Y P exceeded. An en ineered desi n shall be rovided for the wall or wall framin members where the limits of lement. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: H provisions, provided that story heights are not g g p 9 R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supp utility buildings and other unheated accessory structures. U) Chapter 6 are exceeded. Where the story height limits of this section are exceeded, the design of the building, or the noncompliant portions thereof, to R311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. 1. There shill be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed area below the design ' resist wind loads shall be in accordance with the International Building Code. P P PP flood elevation, each area shall have openings. � U R311.7.5.3 Nosin s. A nosin ro ection not less than 3 4 inch and not mare than 1 114 inches shall be rovided on stairwa s with solid risers. Section R602 Wood Wall Framing Z g g p j / P Y 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 R602.3. Design and construction. Components of exterior walls shall he fastened in accordance with Tables R602.3�(1) through R602.3(4). Wall sheathing W - i atin in accordance with Section R302.2 Item 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. � R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire res stance r g he full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s da not meet the requirements of this shall be fast-od directly to framing members and shall confirm to the requirements of Table R602.3(3). 2 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous fort g g P g P P 9 shall be rated for fire exposure from both sides and small 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 thirough 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 turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. j Q accordance with Section R302.4. P.311.7.10.1 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 6J 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 91 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 Sectioin 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. and Coastal A Zones shall be supported on pilings or columns. ' . 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 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(l) FASTENING SCHEDULE 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 R325 Mezzanines TABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION f STE1LING (a,b,c,d) TYPE 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 325.3 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 BEiWLL. JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL j 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. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Iii r r r r r IM 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 R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. i- M o r� WALLS NOT FIRE-RESISTANCE RATED >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL p � c�i �i M r> Cli �o 1. 0 erable windows with o enin that will not allow a 4 inch diameter s here to ass throw h the o enin where the o enin is in its lar est o ened 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, OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet P P 9 P P 9 P 9 P g 9 P columns and posts. position. 4. CEILING JOTS" TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL TABLE R302.1(2) Exceptions: _ 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. MINIMUM MINIMUM FIRE R312.2.2 Window 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 F)OF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHIER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTEf: TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL WALLS FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. , RAFTERS TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATED 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STa!D (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL R302.2.1 Continuit . 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 on automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z O z z z z Y _ _ 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 H o_ o O O_ assessor structures. R313.1.1 Design and installation. Automatic residential fare sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOU`., HEADER TO STUD FOUR 8D COMMON. TOE NAIL L R302.2.2 Parapets for townhouses. 13D. w w w w w w w 1. The parapet shall extend not less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fare systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON ® 16"0/C FACE NAIL a w a: 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 T0.' PLATES SPLICE 8-16D COMMON (24" MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL m 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. Section R403 Footings 14. BOTTOM PLAN TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inclh Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or 15. BOTTOM PLA'E TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o 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 cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR eC,iiOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall be permitted to be located such that their any nor anic material or fill 9 9 P 9 P Y Y 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 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 Y g FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lonwer 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. R402.2 Concrete: A 28 day minimum compressive strength s 5 t required n the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both) sides. 2. Basement walls exposed g weather: 3000 psi plus 5 to 7� air entrainment (� R302.2.4 Structural independence. Each individual townhouse shall) be structurally independent. Section R314 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 R 403.1.4.1 frost protection: Bottom of all footings to be at least 36 below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL W W Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 1. Foundations su ortin exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% ( ) PP 9 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 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL I- 0 5. Townhouses separated by a common wall as provided iln 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, j_ Two-fami dwellin s. Dwellin units in two-famil dwelllin s shall be se arated 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 followin locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and OJ p R302.3 ly g g Y 9 P 9 r 63. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, AND WAIL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W � Y fire-resistance rating where tested in accordance with ASTM E 119 o UL 2 / g 1. In each sleeping room. 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 > v riff tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) IJJ w 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 n = Q Exceptions: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower, located not more than 12" or less than 3.5" from the end of each late section. Plates shall be rotected a ainst deco and termites. U o P P 9 Y a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing lA fire-resistance rating of t/i hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in connections shcl' have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), Z 13. ' a location required by Section R314.3. 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 diaameters of 0.142" or less. 4 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. ( ) d. 4-foot-by-R foot or 4 foot by 9 foot panels shall be applied vertically W al shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls doors a duff ed with aself-closin 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 p w R302.5.1 Opening Protection. Honeycomb core steel doors not Iless than 1 3/8 inches thick, or 20 minute fire rated q pp g cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inc'-;es on center to gable end wall framing. - from garage into habitable space: 45 min. fare rated Waith self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ f�-� nd ucts enetratin the walls or ceilin s se aratin the dwellin from the arae shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) f�•--I R302.5.2 Duct Penetration. Ducts in the garage a d p g 9 P 9 9 9 9 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 stuffs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 W No. 26 gage sheet steel or other approved material anad shall not have openings Into the garage. 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = 02.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the 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 height of 10 feet shall support a maximum of two floaor plus roof/ceiling assembly. Exceptions: duff U R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R3 Where desig;zd by in accordance with accepted engineering•practice or where the ultimate design wind speed is less than or equal to 130 mph, i_ Q./ Attachment of gypsum board shall comply with Table R,702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 g2 rale Studs SU Orrin 0 roof load with not more than 6 rtche of trcent len th Shall have a maximum wall hei ht of 18 feet when perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms S AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY r 9 PP 9 ry 9 g 0 m R302.6 Garage walls: 5/8 inch type X gypsum board on garagle 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 inches on center and 20 feet where spaced at 12 inches on center. z z R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. ivaod stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � � til 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 R302.6 Garage ceiling: 5/8 type X gypsum board accordance with UL 2034 and UL 217. W ga v R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling her re uired. Carbon monoxide alarms shall be rovided 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. CD o o U) finishes shall have a smoke developed index of not greater than 450. R315.2 W e q tr tion arbon onoxide alarms shall be rovided in dwellin units where either or both of the followin conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1)., Notching & bored hole limitations for V5 R R315.2.1 New construction. For new cons uc , c R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: P 9 9 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 T EQq 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1. The dwelling unit contains a fuel fired appliance. framin to accommodate a in . 16 a e and 1.5 inch wide metal tie fastened across and to the late at. each side of the notch with 8-10d nails BERT �- 1.1 Vertically at the ceiling and floor levels. 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 9 P P 9 9 g P �1 C' �, WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U ,�,,L,_ S� i� 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 915.2.3.1 One Family Dwellings. 1-- 3. In concealed spaces between stair stringers at the ttop and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. WALL THICKNESS (INCHES) ¢ % ��'� "rr z n 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR � * products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 ® 41 NR NR ,I ,,,, �__ 5. For the fire blocking of chimneys and fireplaces, 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 10 9 6 ® 41 5 ® 22 NR 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. 3810 �- 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. NR denotes no reinforcin re uired. ❑ 0 R302.11.11 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. 9 q 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than Y8 inch. • 2. Two thicknesses of 1" nominal lumber with broken bap 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. B NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 16 0 2 3 6. One quarter inch cement based mil r gla. `J I ITS 15 MODEL B -ALT 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. W SHEET NUMBER Q . a- Z & l 6 MODEL B - l W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the 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) methods: 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 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN slab-on- rade floors shall have ri id o a ue and weather-resistant rotective coverin to revent the de radation of the insulation's thermal erformance. W MINIMUM NAIL PANEL NAIL 9 9 P q P 9 P 9 P TYPE CONSTRUCTION, PRE-ENGINEERED WOOD WIND SPEED V ult 2. A flashing of an approved elastomeric material. c0i SPACING m h The rotective coverin shall cover the ex osed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND OR TIMBER CONSTRUCTION MINIMUM MINIMUM MAXIMUM WALL ( P ) P 9 P 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 U WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Cer ificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: m (INCHES) WIND EXPOSURE REFLECTIVE RED 6" DIA. � SIZE PENETRATION STRUCTURAL THICKNESS EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. 0 U (INCHES) PARATING AN (INCHES) (INCHES O.C.) (INCHES O.C.) B C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) #187 a" Z ^ , C- U 1.75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component 3. Other approved materials. 0 W = `m Bd COMMON Aplastic pan shall not be installed beneath agas-fired water heater. R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR &ASEMENT SLAB CRAWL F- 0 > - U ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & 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 WALL SCCtiOn 0101 Scope W' N o p� I EFLECTIVE R-VALUE Z WHITE �+ N>: practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. F- (n:r Z MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 R802.11 Rafter or truss uplift force. Z N1102.2.2 R402.2.2 Ceilin s without attic s aces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Section 0102 General Definitions i °' For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B ( ) 9 P 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" 1/4" 0 Q c, M 1 Span (ft) 12 18 24 28 32 36 42 48 not allow sufficient s ace for the re uired insulation, the minimum re uired insulation for such roof ceilin assemblies shall be R-30. The reduction of p q q / 9 photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE U Ir �' co 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 ms) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 2. Increase x 1.5 for 24"o c s acin . 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 IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ M Increase x1.09 for pitch < 5/1 / P 9 M weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. DIAMETER, WITH A STROKE WIDTH OF 1/2'.1HE SIGN BACKGROUND SHALL BE REFLECTIVE WHI1E IN `� R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 Exce tion: vertical doors that rovide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration requirements of Table _ and shall penetrate the wood not less than 5/8 inch. P P 0103.3 Solar ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of mandatory access or set back COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECRVE RED tJ COLOR,CONFORMfNG TO PANTONE R1102.1.2 based on the applicable climate zone specified in Chapter 3. 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 MATCHING SYSTEM(PMS)#187. a R702.4 Ceramic Tile. N1102.2.8 R402.2.8 Floors. Floor framin -cavit insulation shall be installed to maintain ermanent contact with the underside of the subfloor decking. hoover areas and wall arses in shower area shall be of materials listed in Tabte R702.4.2, ( ) 9 Y P a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet THE SIGN OR SYMBOL REQUIRED BY THIS PART SHAH BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4.2 Backer boards. Materials used as backers for wall tile in tub ands p and installed in accordance with the manufacturers recommendations. N1102.2.9 (R4O2.2.9) 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 square feet (7.44 m2) exclusive 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 re uired b the International Fire Code. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR �,,, TABLE R702.4.2 q Y SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY is insulated in accordance with Section N1102.1.2 and N1102.2.8. 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 DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials NI 102.4.2 R402.4.2 Fire laces. New wood-burnin fire laces shall have ti ht-fittin flue dam ers or doors, and outdoor combustion air. Where usin ti ht-fittin ARD ( ) P 9 P 9 9 P 9 9 9 0103.5 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 STAND 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 WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE SS MAT GYPSUM BACKING PANEL ASTM C 1178 0103.7 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 Z GLA ASTM c 1278 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. 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 FIBER REINFORCED GYPSUM PANELS OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C location or main circuit location. l-- NONASBESTOS FIBER MAT REINFORCED CEMENTIITIOUS BACKER UNITS ASTM C 1325 WOOD ROOF TRUSS SPECIFICATIONS: 0 TABLE R703.8.1 E 39011.7 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. Z) Allowable Spans (for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 39011.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet COTE' S/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS,. � Air Barrier and Insulation Installation is re uired for each cars ace in a arae Z SIZE OF STEEL ANIGLE NO SroRY ONE STORY Two sroRlEs q P 9 9 1605.3.1 BASIC LOAD COMBINAl10NS USING ALLOWABLE STRESS DESIGN: a,c (inches) ABOVE ABOVE AeovE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be.placed in readily accessible locations. D (EQUATION 16-8) 1_300/4 6'-0" 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) 0 L4x3x1/4 s'-o' S'-o' 4'-s' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. D + S (EQUATION 16-10) L5x3.5x5/16 10'-0' e'-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + .6W (EQUATION 16-12) GAPS IN THE AIR BARRIER SEALED. L6x3.5x1/4 14'-0" 9'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I L Ln BE SEALED. (- WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LNE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF 0 C n 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. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. dhered mason veneer installation. Adhered mason 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 - R703.12 A ry ry ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: DOORS SEALED. 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 IAS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. f exterior stud walls, adhered masonry veneer shall be installed: 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 Flashing at foundation. Acorrosion-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 g ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRIUSS DESIGN DRAWINGS SHALL INCLUDE THE R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(5) ALLOWABLE MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION FOLLOWING INFORMATION: feet (3048 mm) t0 0 building On another lot. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BEFWEEN THE GARAGE AND CONDITIONED SPACES. 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION OF ALL JOINTS. O 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 FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3 of L/180 3. REQUIRED BEARING WIDTHS. R703.8.2.2. Su ort b roof construction. A steel an le shall be laced direct on to of the roof construction. The roof su ortin construction for the steel an le shall THE DRYWALL. With no finished ceiling attached to rafters PP Y 9 P �' P PP 9 9 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 LNE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIO WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4,2. TOP CHORD DEAD LOAD. a 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 UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. 1�'"� anchored b the use of two 10d nails at eve wood Stud s acin . Install flashin and wee holes. The maximum hei ht of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED Floors and Ceilings w/ brittle finish 1_/360 ~ y ry p g 9 p 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 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. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members 1_/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. M � ,rJ bedded in mortar or rout and extendin into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed o limit air leakage between conditioned and Exterior walls with laster or stucco finish L 180 4.6. JUSTMENTS WIND LOADS. R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrasion resistant metal ties em g 9 rout cover to outside face. minimum tie size= 22 US a e. 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 veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or g 9 9 L 180 6. EACH REACTION FORCE AND DIRECTION. - - a hin & veneer. EAch tie shall su ort not more than 2.67 s uare 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 / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY - 8d common nail. Airspace- Nominal 1 between she t g pp q w O spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P ( ry) P 9 Y 9 P 9 y 9 seismic provisions of code per R301.2.2) first course of reason above finished round level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6 Tenant Se oration Walls Mandato Fire Se orations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703,8.5 Flashing shall be located beneath the ry 9 Lintels su ortin mason veneer L 600 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,Oo0PSF 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 soil 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 AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. r of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v Systems fn R801.3 Roof drainage. All dwellings shall have a controlled meflhod 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. not less than 5 feet from foundation walls or to an alpproved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: < WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SEICTION 1605.3 OF THE INTERNATIONAL BUILDING � 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: CODE. R802.3 Framing details. Rafters shall be framed not more than 1 1/z 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 55T (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures r , 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 79F (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: Z U 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 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) W rafter. Hi and valle rafters shall be su orted at the rid e b a brace to a bearin artition or be desi ned to ca and distribute the s ecific load at ( ) P ppy g g pp g y D + L EQUATION 16-9 p y PP 9 Y 9 P 9 r►Y P N1103.1.2 R403.2 Hot water boiler outdoor tem erature setback. Hot water boilers that su I heat to the buildin throw h one or two i e heatin s stems shall 130 MPH ULTIMATE 140 MPH ULTIMATE � 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. 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 = LNE LOAD, 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 R403.3.1 Insulation Prese(i 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 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 accepted engineering practices. N1103.3.1 ( } ( P )• PPY ' ses structural cam osite lumber structural lue-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 PSE, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trus P 9 minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 timber members or I-joists are prohibited except where permitted by the manufacturers recommendations or where the effects of such alterations are 1RUSSES SHALL HAVE A MAXIMUM LNE LOAD DEFLECTION OF 1_/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 li N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SW'LL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to Ithickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by so d Mechanical Code as amended , the 2015 International Residential Code as amended of the New York Cit Constructions Codes, as a licable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the FOLLOWING INFORMATION: blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding ( ) ( ) Y pp adjustment coefficient in Table R301.2(3). 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, $PAN, AND SPACING. 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 JOII�T H joist spans of 6'-0' and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. 1 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and lacking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LNE LOAD. r- r— r` h N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. _ N1103.4 R403.4 Mechanical stem I in insulation Mandato Mechanicals stem i in ca able of car in fluids above 105'F 41'C or below 55'F 13'C shall A B B R EU I AT I 0 N S 4.4. BOTTOM CHORD DEAD LOAD. M ( ) sy p'p g ( ry). y P P 9 P ry 9 ( ) ( ) 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. a N � N M r` N o be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDMONS OF USE. o �i �i ri ri ad lock the free flow of air. Not less than a 1 inch s ace 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 D.S. DOWNSPOUT LT. WT. IGHTWEIGHT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where save or comics vents are installed, insulation shall not b P or other a roved heatin and coolie calculation methodolo ies. L RMS. ROOMS 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT' CONNECTOR EXCEPT WHERE SYMMETRICALLY 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 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 LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. / EA. EACH LVR. LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access 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 E.J. EXPANSION JOINT L•T• LAUNDRY TUB R.O. ROUGH OPENING 9• CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a 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 R• ANCH, ANCHOR ELEC. ELECTRICAL MAS. MASONRY RISER 10. DEFLECTION RATIO FOR SSI AND TOTAL LOAD. 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 ELEV. ELEVATION RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ARCH. ARCHITECTURAL EQ• EQUAL S.C. SAWCUT MAX. MAXIMUM hall A C 0 I installed li htin fixtures s UIP SCHEM. SCHEM TI * inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanenty g g EQ EQUIPMENT MDO MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OFA FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE The rough-framed opening shall be not less than 22 y ( Y ) ® AT SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL. DMDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z' z z O z z z z 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 EXP. EXPANSION MIN. MECHANICAL SHLF 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. BD. BOARD EXT. EXTERIOR MIN. MINIMUM SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE O O O O O O O access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: n - - Section M1305 Mance Access BM BEAM M•O• MASONRY OPENING S•S• STAINLESS STEEL I w w w w w w w located in attics. APP STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. (r LU W M1305.1 A liances access for ins ection service, re air and re lacement. liances shall be accessible for ins ection, service, re air and re lacement without BTM BOTTOM F C FLOOR COVERING CHANGE MIL. METAL STL. PP P P P �P P P P / STRICT. STRUCTURAL 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 F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT `o R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FEW FOUNDATION NTS NOT TO SCALE SUSP. SUSPENSION ( ) SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: N 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 BRICK FLR. FLOOR SQ• SQUARE hall be tested in accordance with UL 790 or STM E 108. M1305.1.3 A liances in attics. Attics containin a liances shall be rovided with an o enin and a clear and unobstructed assn ewa lar a enou h to allow removal BSMT BASEMENT * o roofing required by this section to be listed s pp 9 pP P P 9 P 9 Y 9 9 FP FIREPLACE 0•C• ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL i anels and modules installed on or above the roof coverin shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured Ct CENTER LINE 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. R 902.4 Rooftop mounted photovoltaic panels and modules. Rooftop mounted photovolta c p 9 OPER. OPERATOR tested, listed and identified with a fire classification iln accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. 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) FT, FOOT / FEET TGS COL. COLUMN FTG FOOTING OPT. OPTIONAL TFyy TOP OF FOUNDATION WALL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 903.2.1 Exposed wall flashing required to have a kick-out whlere the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD Np TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE er manufacturers s ecifications, to maintain roduct warrant . 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 COND. CONDITION GA• GAUGE OZ. OUNCE T TREAD Z R 905.1.2 An ice barrier/ water shield shall be installed p P P Y er exhaust s stem shall cam I with code section M1502 listed and LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE TO GOOD PRACTICE FOR 1_,L) t ical. A I ice & water shield in fair weather when the air, 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 dry y py GALV. GALVANIZED yp ppy CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. � v hi her. Ice rotection re uirements er table R3011.2 1 . Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR 0 9 P q p ( ) CONST. CONSTRUCTION 1/g ONE SHELF TRPL TRIPLE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVIAL OF A REGISTERED DESIGN PROFESSIONAL. 11 } 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. CTSK. COUNTERSUNK GEN. GENERAL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSUIRE THAT ADEQUATE TEMPORARY BRACING HAS 0 m M1507.4 Minimum re uired local exhaust rates for one & two famil homes. GYP. GYPSUM PC POURED CONCRETE U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 0 R 905.2 Slope. Asphalt shingles shall be used only con roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof q Y C.O. CASED OPENING G.L. GLUE LAM PBD• PARTICLE BOARD LU LU slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. CANT. CANTILEVER PL. PLATE VERT. underlayment 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. CERAMIC TILE HGT. HEIGHT PNL. PANEL VERTICAL W w 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 V.I.F. VERIFY IN FIELD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY PWD. PLYWOOD w WASHER U � 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 piping is installed through holes or notches in framing members and the piping is located less than HD.WD. W PF. PREFABRICATED yy WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z gage [0.105 ( )] / ( ( ) P 9 9 r t row h the roofin materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 X inches 38 mm from the framin member face to which wall, ceilin or floor membranes will be attached, the a shall be rotected b shield lates C.R. CHAIR RAIL HARD OOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. 0 genet ate h g 9 ( ) 9 9 P P P Y P HR. HOUR PR. PAIR Vyp• WOOD � �7 less than % inch 19.1 mm thick, the fasteners shall enetrate throw h the sheathin that cover the width of the i e and the framin member and that extend not less than 4 inches 51 mm to each side of the framin member. Where D DRYER PROJ. PROJECT PROJECTED WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. ( ) P 9 9 PP 9 ( ) 9 HDR. HEADER / W.W.F. W ii idewall flashin . Base flashin a ainst a vertical sidewall shall be continuous or step flashing and shall be not less than 4 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 PENNY HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 W `5t R 905.2.8.3 S g 9 9 DBL. 'n DOUBLE m below the to frame I licable state & lucal codes ordinances and re ulations if an , 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 m ) p g PSF POUNDS PER SQ.FT. VVNpyy WINDOW 5. AI app g y DIA. DIAMETER I.D. INSIDE DIAMETER 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. INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with manufacturers specifications and / or ❑ 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 plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INSUL INSULATION QUAD. QUADRUPLE recommendations. W rovided on the vertical sidewall, the base fllashing shall be provided in accordance with this section and counterflashing shall be n . liances and a ui meet vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of DN DOWN INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any iii P G2426.7.1 (502.7.1) Door swl g App q p provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. � R 905.2.8.5 Drip edge. A drip edge shall be provided a-t eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 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 DWG. WING JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED, H y: overlapped not less than 2 inches (51 mm),. Drip edges shall extend not less than y4 inch (6.4 mm) below the roof sheathing 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 DZ4 9. The general notes and typical details apply throughout the job unless otherwise noted or shown, z m and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH z level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � 2 deck at no more than 12 inches (305 mm)I o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z � v° v over the drip edge along eaves and under t:he drip edge along rake edges, 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 0 � 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the same character as for similar (D iD o to termination clearance. GRAPHIC S Y M B L conditions that are shown or noted elsewhere on the construction document set. R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 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 o professional manner and in accordance with best practice and consistent with manufacturer's and supplier's recommended �G�ST "BE��9,Q� and 4 of this code. the building. installation procedures. Q- � c 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 i STRUCTURAL CALL. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts 61 '' �I, ti.p than 3 feet above the highest point where ithe chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust XX O includin weatherazation, water roofin and framin with res ect to the construction documents. :` , f c � G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Der exhausts stems shall be inde endent of all DETAIL REFERENCE 9 P 9 9 P ` rY Y P c� PURSUANT TO SECTION 69.5 (b) OF THE NEIN YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED ."'= ` �r z Sectiion R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. XX FLOOR FINISH CHANGE "SEALS AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT ISA :W 0 + g' R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory sted in accordance with UL 127. 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 to VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AIND ITEM IN ANY WAY. Iir 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 :.. `,. system has been specifically tested, listed and labeled for such use in accordance with UL 127. o Section P2607 Wate roofin of 0 enin s )O( _ _ _ XX / �O�N 10 Y0� R 1006.1 Factory built or masonry fireplaces shall be equipped with on exterior air supply to ensure proper fuel combustion unless the room 9 P 9 BUILDING SECTION 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 )()( )()( EW 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 internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ Energy Efficiency a JOB NUMBER 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 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam T T _ thickness and installed R-value shall be listed on certification provided by the insulation installer. <.J NITS l 5 M O D EL B ALT W � SHEET NUMBER ( _ �. 1 Z & 16 MODEL B - 1 W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) CONNECT KING STUDS TO TOP PLATE Z W 65-W X 14"MIN. ROOF FRAMING WRAP 1-1/4"X22 GA.GALV.GOIL 5TRAP ATTACK TO EACH PAIR 2x4 OR 2xb W 66-10 X Zt"MIN Of OPPOSM RAI`7"6 OVER TOP OF TOP PLATE AND NAIL ? o ATTACt1 TO EACH PAR 2x AGQ LEDGER W/2-3/8"x5" LAG, DBL TOP PLATEor CRIPPLE STUDS Ib"O.G. U CPf'051P16 `' �� RAFTER � E30LT5® I6"Or, INTO STUDS PLAIN O SEE PLAN 2X BLOGKIN6 SIMPSON STRONG-TIE L� A35 a EVERY RR AT 2 END BAY5 Z V 0- 2X4 STUD WALL OR 6ABLE ENO w ° CEILING J015T OR 50 ,85 O o rn 5hP5cN sii SIMPSON STRONS - - SIMP50N 5TRONCrTIE H2 810 NAILS -TE 111.5 TE FI6 °°° TRU55 BOTTOM CHORD SIMP50N H2 CONNECTOR®FA bd NAILS TYP. RIDbf STWW'St1/LL DE ATTAGt�TO EAGtI PAR GF GPP051N6 RAETfJ25. ALTERNATE TO RIDGE STRAP: SIMPSON STRONG-TIE C) ) r u TYP H3 0 EVERY RR RAFTER TO STUD AND KINGS (FXG�fION WEE STRAPS ARE NOT REQIJRID WtLEN cctLAR TES Lf PROVIDE 2X4 CALJ AR TIE AT (WHEN ALIGNED) j ■ V N r FOR USE WEEN STUD5 AND 115E IN GOI�BINATION ONLY MEN STUDS AND NOMNAL N OR 4X4 lJMI[R ARE LOGATEP N RE UPPP TM Gf TtE UPPER THIRD OF THE ATTIC,SPACE � � �N Z ATTIC SPADE AND ATTACII�TO EACH PAR OF RAFTERS W/q IOd MALS W/4-10d AT EACH RAFTER) G5-22 STRAP AT U) vi Z IRAFTEIZ5 ALIGN RAF rERS 00 NOT AL16N LSU26 FOR 2x6 EACH STUD,SEE LSU2b FOR 2x8,2x10,OR 2x12 DETAIL 4 ER O W Cl) U o 'Cr FRAMED O G ❑ U ULO - CO ~ N R WI OR Cl) ^ RID C E 5T-RAP DETAIL / -RIDGE 5T-RAP DETAIL SIMPSON 5TRONG-TIE 2x4 OR 2xb E OR DOOR LU28 a EVERY CJ STUDS® Ib O.G. (� (FOR OATH.CL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT DOLLAR TIES) NO SPECIAL FT = 2 2x AGQ LEDGER W/3/8"x5"LAG GONNEGTORS REQ � 4eopsr. N.TS. LOCATE AT // `� N.TS. LOCATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS IN THIS AREA STRAPPING TO BE I-I/4 X 22 6A. SNP60N1 STRft SN SON1 5TRa71J6 -rIF Lrs _TE H6 / 6ALV.,SEE DETAIL 4/101.ALL STRAPPING ( 51MM"STIM IT NAILS TYP.'S"IOD MAY C1=lk"EP F APm" / GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. -TLE ttw OR"06 OBER V SFEAT1ft 6 M. / PORGH -ROOF FOR USE .LEN 5TWS AND USE IN GOMBINAT ON ONLY Y�l STUDS AND / @=RS,RAPP I NC DETAIL I I DETAIL T TTIG Z 'RAFTER5 AL16N DO NOT ALIGN NTS. STRAPPING TO RUN ONTO RIM JOIST,SEE F- DETAIL 9/101(ONE STORY)OR ONTO 5TUD N RR I DANE TIES\\ • � AT WALL BELOW(TWO STORY) � (D�N.T OOD RATER U \ . z5. LOCATED AT EVERY ROOF RAFTER AT IG `• O \ 5TRAPP 1 NC DETAIL • ,POsr LAP� I2 FOR FRAME GONNEGTI ONS o ' n ELGQ3-A AT t3D5 DI N.T.S. Ln 2ND FLOOR / � Z m N (x 2x PROVIDE 3'X3/(6"X3"WA5HER PLATE AT ALL ANCHOR BOLT5 4 Ibd FADE NAILS FROM / STRAP OR Ax KING STUD INTO HEADER MSr64863 5EGURED BY WOOD 51LL PLATE5. COLUMN POST TOP ANCHOR START MALS 51MPSON PAB OR SB ANCHOR BOLTS MAY BE USED IN LIEU OF W / THREADED RDD W/WASHER PLATE. EAD U3J6TI1 � LOCATE AT EV1=RY GOLJIMW 61RD1512 GONNEGTTON H/1"IP� PROVIDE 3'X6'X.036'6ALV.STTEI.PLATE W/ r MR / N.T5. EW CT6U 6-810 NAILS AT CORNERS AND INTERSECTING (4)NAILS MN N i- -. �` WALLS. 3'X12"XA36"6ALV.STEEL PLATE IN p."LBd H OW.) I 1 12-eV NAILS AT AT EUTT JOINTS IN 5TRA16W 51MP50N L5TAI2 5TRAP W/ II T -T WALLS WHERE THERE SINGLE PLATE OR WADER 5-I00 NAILS EACH END ATCLEAR SPAN I'm 2X6 KIN6 00 OUT LlDeTH \ / 24'MINIMUM LAP SPLICE ONE AT SPANS Un TO b AFEET EACH JACK STUD ~�I NALS TWO FOR SPANS 6 TO 12 FEET O I.- 5/64 A301 ROD THREADED b"BOTH END5. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK 5TUD5(U.O.N): .� OF T�" BOTTOM 3/4"AND I"ROD AT 51MP50N STEEL 5TRON6 WALL,5EE PLANS AT ALL SPLIGE5 TWO AT SPANS,FROM 6'TO 12' W ��m IST FLOOR NAILS 12-1610 MIN.NAILS ONE AT SPANS<b' n"MN SIMP50N POST BASE THREE AT SPANS>12' iv UNLESS NOTED OTHERWISE ON PLAN AE3U44 OR ABU66,SEE PIAN 2"A/p. X3 WASHER PL W/NUT EACH 5110E (4)NNS,MN.M 65-22 COIL STRAP UPPER STORY SHEAR m u �"`gyms jC 1 - -- HALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL ® EXTERIOR WALL o W FLOOR TO FLOOR TIES I l BELOW GONNEGTION 4 ��A�=AT ► FOR SET BACK HALLS HDU HOLD DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE SPLICE DETAIL HEADER GONN�GTION N.TS. EVERY 571110 ( \ 1/2"m HOOKED ANCHOR BOLT W/T' 16 \ FOUNDATION MINIMUM Eh1BEDMENT OR EXPAN51 ON 13 N.TS. I Q 1•J NOfE I \ BOLT W/5'MINIMUM EMBEDMENT N.T.S. N.TS, f, ) COL STRAPS LNTR 9fii:APM PROVIDE bd CANON(ON x 25"LOW)NAILS. COL 6WPr ORR OiMn Nb PROVIDE:IOd CANON(0161 x V LLN6)NNS. I \\\ I \\ 6 COLUMN POST BOTTOM ANGHOR Q LOCATE AT EVERY C,0U~&RCM CONNECTION ,�,�,�,� " ALLOWABLE HOLES - U To nAT YAiFY W SD NAIL®b 0/G AT ALL PANEL ED6E5 160 NAIL® 24"0/G F' U \ �bd�STOE WLM \ 160 NAIL®24"o/G " LVL Headers and Beams As FPR WFIA N6 055 OR PLYWOOD W 5IMP50N HGP HIP HIP RAFTER, 5HEATHIN6 Microllame LVL I=mo 5EE PLAN INTERIOR 1.3E TimberStrande Pand arallam®PSL 2;x diameter of the CORNER TIE LSL hole zone (4)NMS MN N Y depth U NOTE:WHERE 24'WIDE MINIMUM FULL HEIGHT I 11"LMTf (TYp) hole zo largest hole(minimum) O I. WALL RETURN'15 PROVIDED AT E05 OF BRACED WALL LINE THE 8"HOL.DOHN MAY I Q BE ELIMINATED. PROVIDE TWO(ONE AT EACH / _ SIDE)G�r22 STRAPS P�DETAIL 4 IN LIEU OF I I-3/4'NIM n'LRJ6Tt1(MN.) '�,`J 810 NAIL®b'O/G 51ML5TA( -22SSTRAPS SHOWN IN THE DETAIL. NAIL 5HFATHING TO `5IMP5ON BP WA5FER o o INTERIOR - AT ALL PANEL ED6E5 d ° - _ _ _ SILL PLATE IN bd 2X ACG SILL PLATE. DOUBLE C EXTERIOR 6YP5UM BOARD o 0 HAILS o 4'O/G SILL AT FULL BASEMENTS Ix b FLAT VAler 810 NAIL® 12'0/G AT ALL Parallam®PSL 5/8 DIA STEEL ANCHOR Microllame LVL and J T'MINIMUM BOLTS MAX 2'-8'OC.. - - - - - GS 22 COIL STRAP rac srxw ro Rrrrai MEMBERS NOT AT PANEL EDGES allowed hole zone EMBEDMENT EXTENID BOLTS MIN.T'INTO NiOrY middle%3 span EDN.WITH TI6MTENED NUT t 15/32"058 OR 3'x 3'WASHER TO EAC44 BOLT. (1)1 x 6 AGQ SMPSON LTP4 PLATE NNLW TO PROVIDE TERMITE SHIELD 51LL `SPA"Ga-5TR/P BAR 5LL�� RM AND SILL PLATE 0 V0/G AT DC"w�T>�MM INSIDE CORNER OUTSIGC CORNER d 1.3E TimberStrande LSL allowed hole zone d r_ � fl- INTOW/10-IDd NAILS SEAL AND MAINTAIN 8'MIN. PLYWOOD SHEATHING � INTO 5TUD ABOVE AND LOCATED 2'TO 6' FROM IND TO FINISHED 6RADE BELOW(2 EACH C 9R TJ FROM TOP OF WALL vA_A MAC Nt>T V NMT.As rH<rAIXP e.�p wrLM PLAN VIEW PLAN VIEW W � o r � � r M NOTE: General Notes a N N N M r- N 6 Tall=2,480 (OIL STRAPS UNDER 5HEATHIN6 PROVIDE:bd COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP o r N N M M Co 5�FOUNDATION PLAN STRAPS OVER 5HEATHIN6 PROVIDE,IOd COMMON(0.131 x 3•LONE)NAILS. EXTERIOR G�t-11 1 HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OVER OR FALSE VALLEY PLATS HIP GONN�GTI ON (�� (��{ DEPTH HOLE SIZE headers and beams only. 5TORY CORNER GONNEGTORS TYPICAL ANG -AOR BOLT STUD TO RIM JOIST TO SILL PLATE 5T-RAPPING DETAIL WALL FRAMING 4�" • No holesnd incales nilly 5%z" 1%4" •I No holes in cantilevers. Vnd. OrgN.T.S. N,T,�� 7'/4"to 20" 2" • No holes in headers or beams in plank orientation. TS LOCATED AT E1/ERY CORNER N.TS. LOCATION AS NOTED N.T See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. Z Z Z O Z co co Z A MINIMUM OF TWO BRACW WALL LINES�) INIZED IN EACH DKWTION OF A BALDING. BI LS SHALL NOT BE SPAG® EXTFi�STRAP AND WALL SHEATHN6 fl DQ6� ANP WALL SWA U5 U5 V5 O O O F O O O o MORE THAN 60 FT APAVT'. WALLS W7 IN A BNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BNL. BPL LOCATIONS AVE NO TO TLP Or PONY WALL r U"-�TE: �I I NOTE: TO TOP Q`PONY w/LL f lk��l i > > > W > > > > W W W J W W W W INDIGA'T®ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I 2 FT MAX PONY WALL MAY BE W X W W W M � X 5M'56N DTTIz HaPO N AT CS�+/S.�I'PRA0 A BRACED WALL PANEL 03WP)SHALL EIWIN WITHIN 10 FEET OF EACH END OF A BNL_ THE DISTANCE BETWEEN ADJAc.ZNT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER �i� WALL END PANELS(TYPE A).MU AS REQURED EDGES OF OWS SHALL NOT 13E eRFATER THAN 20 FEET. TFERE SHALL BE A MINIMUM OF TWO BNP ON EACH BNL EXCEPT AT AT ORA"WALL DErAL5 G AND D. WALLS<16 FEET LONG MAY HAVE ONE 46'OR LON6Q2 BNP. BNP5 ARE TYPICALLY G5-H5P SHEATHED BRACED WALL PANELS ® (TYPE A)OR GYPSUM BDARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTEr, ON PLAN WHERE BHP TYPES A 3 I/Y WIDE EVIL HEADER(SEE PANEL o ®I 6-IDD WC5 AT DTT1Z / AN3 GON1INlol>,TO OUTSIDE OF PANEL N AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREIENT5 OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. o ® BHP 1YPE5 ARE INDICATED ON FLOOR PLANS. ® 3/8'4)THREADED ROD :Z Z °® G5-HSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEt:T NOTE.WHERE 24'WIDE MINIMUM FULL GONTINIOUT DE MIN DEEP HEADER N) < GGNJTINd1 UT DE MIN DEEP HEADER N) ` THE MINIMUM LC-N6 OF TABLER602.105. NAIL 7(6 MINIMUM WAIL � ~� oI1TSIDE KING STUD(SEE FLAW Q OUTSIDE KING STUD(SEE PLANA Q PMO.� �j WALL RETURN E PROVIDED AT ENDS OF 5NEATHINs WITH bd NAILS a 6'0/G(EDGES)AND 12'O/G(FIELD)AND PROVIDE 2X w w C&+612 BRACED WALL LINE THE 800# BL00:311 B AT ALL UNEIIPPORTED PANH.EDGES. PROVIDE boo POUND HOLDOW FASTEN J'5HFATHINI6 TO HEADER W/ FASTEN I'5HFATHIN6 TO HEADER IN Z HOLDOhN MAY BE ELIMINATED. PM DETAIL Iq OR 20 AT ENDS OF BRAUP WALL LINES THAT DO NOT HAVE 810 NAILS 0 3'O/G IN EACH DIRECTION 810 NAILS o 3'0/6 IN EACH DIRECTION W r EITHER A 2V MINIMUM FULL HEIGHT NAW-RETUIRN OR A 46'MINIMUM BNP. 5HP50N LSTA24 STRAP ON BOTH SIDES AND 51AP`014 LSTA24 STRAP ON UN5HFATHED N TRIM TOP OF PAI LL AS REO D 2 rCD EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS FACE W/I6 IOD NAILS TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF G5-W5P z Z 6-I/41"5105 SCREWS O W m PORTAL STRAPS 1/2'FROM ED6E ON FASTEN TOP PLATE TO HEADER W/2 O FASTEN TOP PLATE TO HEADER W/2 O WALL MIN PANEL BOTH SIDES(4 STRAPS PER 6E ON 0 CONTINUOUSLY SHEATHED BRACED WALL PANELS z z ROWS OF Ibd NAILS o 3'0/G ROWS OF Ibd NAILS o 3'O/G W w �-L AJAGENT CLEAR MINIMUM LENGTH OF v v HEIGHT(FT) WIDTH'L' U Iii HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL g 28' _ PANS.SHALL HAVE A LENI6TH'L'OF NOT PANEL SHALL HAVE A LENGTH'L"OF NtOT 51MPr50Nt CN�^I C.OULER NUT <(24' 24' 7- LE55 THAN I6'FOR 8 FT WALL,IS'FOR 9 Lf551}4W I6'FOR ONE STORY AND 24'FOR b 64"TO b0' 32' FT WALL,AND 20'FOR A 10 FT WALL 5� FIRST FLOOR OF 1110 STORY APPLICATION. A 32' U SIMPSGN SWSB 51RtCN6 MALL SB z 80"TO 96n .t R PLAN FOR ACTUAL LBI6TH X 5F5 PLAN FOR ACTUAL LENGTH 10 34 / PANEL.,VERIFY Ph4a 15 PLUMB <64• 2T' GYPSUM BOARD 'GB"BRACED WALL PANELS(TYPE B)SHALL BE Q Q _ II 38° :3 'm ANCHOR.BOLT OR q 64'TO&0' 30' 46'MINIMUM IN L.EN6 M ON BOTH SIDES OF WALL PL32 TABLE � 12 42" / NOTE:DETAIL APPLIES TO W ~� 4 ADHESIVE ANCHOR 80"TO 96" 41' `R602J0'S. 5Ear-r= '6YPSM BOARD WITH 6d COOLER NAILS, � (2)JACK STUDS MIN.OR PER PLAN � (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER 0 a v <b4' 30' Dgl5'X IV 6YPS M BD NAILS,OR jM'X I%'AM�°d2-RINSW O • 10 64'To 80" 30' NAILS a T'O/G(ED6m)AND r0/G(FIELD). BLOCKING Is NOT - LL / 80"TO 96" 38" `REC>URED AT RrA PPIORTED PANG_�WF�1 PANELS Ai2E BLOCKING AT PANEL EDeE-5 BLOGKIN6 AT PANEL ED6E5 fV IN5TALLED HORIZOWAUY. PROVIDE JOIST OR TRU55 OR RU FV/11 / •Partial credit for panels 36"to 4W wide per R602.10.52 HEIGHT BLOCKIN6 DIR6GTLY ABOVE AND BELOW TYPE B WAI.IS. ONE JACK AND KING STUDS ONE JACK AND KING 5TUD5 BLOGKI%AT PANEL E06E5 L EQUAL TO Iii U n n J TYPICAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN VI6.5HEATHIN6TOEACH 5TUD FASTENln6"5HEATHIN6TOEACHSTIA TwoaN6sTUDs or > 12' c� GYPSUM BOARD "GB" -TYPE B AND SILL W 8D COMMON NAILS a 3'OCG AND 51LL W/8D COMMON NAILS o 3.0/G m FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A FASTBd7/Ib'SHFATHIN6T0 STUD z NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL H/bd NAILS o 4'01C, w PORTAL DETAIL"A'ONLY APPLIES 5IMP50N HDI15 HOLDOt^td W/14-1/4.505 51NP50N HDU2 HOLD"W/6-1/4' Z < � U I C1 N.T5. TO 2 FT To 18 FT WIDE OPENIN65. SGRB•15 IN DOUBLE END STUD 5105 SCREWS IF NO BOOR ABOVE. Ur � Q � TABLE 602.10.3(1)BRACING REQUIRI t�NTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJUSTMENT TO Nit HOLD"Wi 10-1/4'5105 PANEL TO 51T DIRESTUY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,Roof--HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-I/2'm ANCHOR BOLT OR EXPANL510N SCREWS IF FLOOR ABOVE. CONCRETE f'AAJIDA110N WALL W 6IMP56N DTTIZ H0100AM AT 65-W�P GRACED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2•X2"X3(6'PL WASHER 1/2'0 ANCHOR OR EXPANSION BOLT ADJUSTMENT STORY CONDITION ADJUSTMENT OVER - - G� EREp� BA51ED ON SUPPORTING FACTOR 2-1/2'0 ANCHOR OR EXPANI51ON BOLT � WALL.B�D PAN•El5(fYFI_A) FDU AS,RFIURED CONT w4 BAR DONT IN TOP OF CONCRETE CONCRETE +W BAR GOVT IN TOP OF CONCRETE �TIE V � BERT STORY BWL SPACING METHOD GB FOUNDATION FOUNDATION <` y 'S% ®I AT WAaP WALL PETALS G MD D. � C ® 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 12 FOUNDATION n_ F M4 BAR CONT IN TOP AND BOTTOM ® S IGD NAILS AT DTTIZ , , F>CP05URE CATEGORY ONE STORY D IS s �� ® TOP 10 2S 5 5 PARS-18 ANCHOR BOLT OR/6 THREADED OF CONCRETE FOUNDATION SINiP50N 587/8X24 oR PAM-10h ANCHOR r EXPOSURE CATEGORY TWD STORY G 1.3 EXPOSURE CATEGORY TWO STORY D Ib EXTEND KAU 5HEATHIN6 OVER RIM J015T ROD W/WASHER PLATE,5)�DETAIL IS/DI ® TOP 20 5.0 10.0 PAB5-18 ANCHOR BOLT OR%THREADED BOLT OR Y8"THREADED ROD, .d:W � Q. �r Z � �a r� SEE DETAIL 15/DI = - < OVER ROD W/WASIEf2 PLATE,SEE DETAIL IS/DI ® TOP 30' 1.0' 14.5' ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE FRAMED WALL PORTAL DETAIL"B'ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENIN65. d ROOF SAVE To RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONITRIBUTING LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS, { NOI TOP 40' CID, 185' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 TO PETE MINESTROPANEL LL REQUIRES CHOR BR®DCOR TO REG'UIREMENTS FGN2 BRACED WALL PANELS AT BRACED WALL LINES. 1'IALL TO BE GONTRIBUTIN6 LENGTH OF 48•TOWARDS R602.10.'J(U MINIMUM LBJ6TH TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR ROOF HAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 LEAP ON FIRST FLOOR APPLICATION ONLY. REQUIREMENTS FOR BRACED WALL PANEL5 AT BRACED WALL LINIE5. ACTUAL HORIZONTAL IDE516N WIND LOAD AND CONDITION �`A i C�p� Q TOP 50' 11.01 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 V L V V ROOF HAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 21.5' HALL HEIGHT ANY STORY SFT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL J (UMBER 3/8"0 ANCHOR BOLT OR WALL HEIGHT ANY STORY q FT OAA 1 ADIESIVEANCHOR BOTTOM OF 2 10 5.0 105 WALL HEIGHT ANY STORY 11 FT I.0S C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED DETAIL - TYPE E DETAIL - TYPE F O 1 6 O 2 3 BOTTOM OF 2 20' q.0' 14,0' WALL HEIGHT ANY STORY 12 FT 1.1 E °a' ° NUMBER OF Bit PER PIAN DIRECTION AT STORY 3 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W • BOTTOM OF 2 30' 13.0' 21.5' NJN1r3B2 OF BWL PER PIAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib BOTTOMOF2 4o Il° ('21BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BWP 1.4 LL HOEDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES IN 1H OMIT G5-WSP ONLY UNITS l 5 (MODEL B -ALT) l 6 (MODEL B - I W 20 N.TS. BOTTOM OF 2 60' 25.0' 525' GYP BD FASTENING ANY STORY 4"0/C 03 p_� NOT TO SCALE APPLIES TO METHOD 6B ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 1 12 GC.2 HR 5EPERATION WALL PER UL #336 W Z 9 4'-0" 4'-0" w LINE O R O F (NO VENTING) (NO VENTING) 2 E o TRUU R106E VENT RIDGE VENT 0 U (3) 2x8 P.T. GIRDER I - - - ^ :? BEYOND --,�.�1 Z 11 BI-5 0 W o C31m / 1 L- la1r fn U 1.2 Ix& FASCIA BOARD a ,�� ;�_ _ o o ` ■P� U > •- _ 12 12 12 12 12 12 1 _ , 6UTTER5 $ LEADERS 11-- 12 N Z- ALL GUTTER5 4 LEADERS SHALL BE BAKED a� - b"AZEK TRIM BOARD 2 - - a Z U = ca "' - WHITE ALUMINUM .032 MIN.6AWE,GUTTER5 0 i D M _ _. - SHAL BE 5'SEAMLESS 06 STYE A L Q w -' 51MP50N LU528-3 FACE HARDIPLANK HORIZONTAL ' FL HIGH BLIND RELATED $ REQUIRED AGGE550RIE5. LEADERS U � N co "' , _' ,_' �' s.moi .�,�� ,�=rte- r 2"x3" 02l"GAIUGE W/CLIPS d U U00 1_ = MOUNT HANGER CLAP SIDING PITCH ❑ M 3 8 8.. meg.. (3) 2x12 P.T. GIRDER BEYOND I"x 8"AZEK RAKE BD W/ �F' OH. OH. sOH. - - - -- - - - - _ ANCHORS CAULK d SEAL ALL JOINTS. r '; -� GUTTERS MIN. I/8"/FT.PROVIDE P.V.G. co aT� I"x 3'AZEK TRIM(TYP) 12 RECEPTORS 8"ABOVE GRADE TO RECEIVE q b"DIA6.AZEK 12 LEADERS(CLOSED GAP DE5I6N). °- I I I I 1, O„ Ix AZEK TRIM BOARD OVER TRIM BOARD 2040 2040 CARDERS, (TYP.) -. - - - - - - i�uil+ OH. 12 b"HIGH BLIND ,� - DH "' T DH \ 12 a�.. - - - \ u w w 51MP50N BG52-3/6 P05T FLA5HING _ GAP ANCHOR 10 SQUARE H5467 DERMA CAST _ �_ ._ 1x8 FASCIA BD. w - _ z L J = COLUMN #46382 W/SQUARE .a. - - - - - - - - - - - - - - ALIGN FLAT GAP $ BASE (OR EQUAL) - M.BEDROOM _ -= _, _`_ FASCIAS - / _ �, - -- r` _ 4.. 2._0.. i o CORNER COLUMN TO BE - - - ,- 1 _ - = - _. '_ _ - PLATE H B 5T PLATE HT. T PROVIDED W/SPLIT KIT bxb P.T. P05T WITH 51MP50N Y-O" 1111 2-0 i2 t0 ABU66 P05T BASE (TYP - ALL oH. - - _ 2H- z I I COLUMNS) / - -I- - i i I l Xbl AZEK NOTE W: s PVC 5FR1TfER5 WITH FIXEDL IL I I FRIEZE BD. HINSE5. WIDTH OF -AA2 -- -- -- i i i 0 DETAIL = SI HJTTER TO BE HALF _ ,- ' $ = I LINE OF DINING ROIOM o O Ln TYP. REAR COV. PORCH I o WIDTH OF WINDOW. = p ` / ~ _ - = i i WALL BEYOND o Q m 3/4"=V-0'. B-I - o / CL Q _ 4 I Z o _ _ Qj� cn COLUMN® COVERED-�- 9EI '' - ' i Ire COLUMN® C,OVERED ❑ PORCH BEYOND - I I PORCH BEYOND w LINE OF ROOFyq� / TRU55 BEYOND FIN. IST FLOOR _ _ LF4N _ \ (3) 2x8 P.T. GIRDER _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - \ 12 BEYOND I I Ix4 AZEK TRIM I I 1 I I"X6" AZEK EXTERIOR WALL O \ I ( ALL 51DE5 I I I VATGHED AREA 4" TRIM I TRIM BOARD I -HARDIPLANK 5HIN6LE 51DIN6 q 1x8 FASCIA BOARD I I I I I INDICATES LOCATION ALL SIDES I ALL SIDES I -TYVEK OR EQUAL I I a -7/16"055 5HEATHING \ I I I I I OF FIRE RATED ROOF d ( I -2x6 WOOD STUDS® Ib"O.G. I I W WALL SHEATHING,4-0 Cn r L FROM CENTER OF I I -6"R-19 BATTS \ _ I I I I I FIREWALL-EACH 51DE ( I I I m \ 51MP50N LU525-3 FACE MOUNT HANGER BASEMENT I I _ I I I( _ _ _ _ I_ _ _ _ I _ _ _ _ _ I I_ _ _ BASEMENT 3 2x12 P.T. GIRDER BEYOND - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - � . . U L —I- - - - - - - - - - - - IxAZEKTRIMBOARDOVER - - - - - - - - - - - � - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - � — — — — — — — — — — L — — — — — — — — — — — — — — — —� J GIRDERS(TYP.) Q CONT ELEVATION CC 2 HR PER UL#TION FRO1�T ELEVATION 51MP50N BG52-3/6 P05T WALL PER UL#336 U GAP ANCHOR = I�-�° I/4° = I -0° z U 12" SQUARE HB$6 PERMA CAST W UNIT l6 i I I LJ = COLUMN W/SQUARE FLAT GAP $ UNIT 15 I -j BASE (OR EQUAL) - CORNER U o COLUMN TO BE PROVIDED W/ 4" I'-Q" = SPLIT KIT I 6x6 P.T.POST WITH SIMPSON MODEL B - l (INKBERRY) (L 2 HR 5EPERATION MODEL B -ALT UNIPER ABU66 P05T BASE (TYP - ALL TYPICAL ROOFING: WALL PER UL#336 COLUMNS) ARCHITECTURAL SHINGLES 15# FELT 4-o" 4-o (NO VENTING) (NO VEENTIO R106E5 TO ALIGN TYP. FRONT ENTRY COV. PORCH DETAIL UD�YMENT ROOF VENTS 2 5/5" PLYWOOD RIDGE VENT RIDGE VENT SHEATHING 3/4"=1'-0" B-I - IN 5"AZEK RAKE BD W/ W11' 12 12"x 18"VINYL IN 3"AZEK TRIM Q N ry N ri ti �i o b" AZEK TRIM BOARD a - LOUVERED VENT b"AZEK TRIM N N (7 M OO _ 12 GJTTERS s (LEADERS HARDIPLANK 12 b" HICa ALL GUTTERS $ LEADERS SHALL BE BAKED HORIZONTAL UIDING _- -ate FLASHIN6-71-11 LIND TYPICAL ROOFING_ WHITE ALUMINUM .032"MIN.CAU6E,GUTTERS - - _ ARCHITECTURAL SHALL BE 5"SEAMLESS,O.G.STYLE W/ALL I"x 8" AZEK RAKE SD NU �'- `�' _��-` ��_� RELATED E REQUIRED ACCESSORIES. LEADERS IN 3"AZEK TRIM(TYP) -_,- UHINCLES 15#ME FELT / UNDERLAYMENT SHALL BE MIN.2"x3",.027"GAUGE W/CLIPS $ - ANGHOR5. CAULK $ SEAL ALL JOINTS. PITCH b"BLIND FLA5HING \\ ,T� / 5/8" PLYWOOD / SHEATHING o 0 0 o 0 0 0 GUTTERS MIN. I/8"/FT.PROVIDE P.Y.G. / \\ 121 -u. 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POST GAP ANCHOR � 10 SQUARE HB$G DERMA CAST I I 1 �� Cn 51MP50N ABUbb COLUMN #46382 W/5 s3xlj I IL-_-IIL D Ali OF FIRE RATED ROOF"$ ( IL___ INDOW J I I I I# I I r, ,e Z o I I I I I -J I I I I III I I LAT GIP � BASE(R EQUAL) I I P05TEASE(TYP- Q POST BASE(TYP- I I ( FLAT GAP $ BASE (OR QUAL) I I LI_________U WALL SHEATHING,4 0 L_________L U) i FROM CENTER OF I I - GRWR COLUMN TO BE I I I ALL GOLUMN5) ALL COLUMNS) I I I - CORNER COLUMN TCS B I I I I ._~; 9 I FIREWALL-EAGH SIDE '� 4 PROVID D W/SPLIT KIT �� PROVIDED W/SPLIT IfIT I I I r� - - - J FDI I I ` FDI I I I I I 2 0 o I I I I I I I I I I I I I I I U BA5EMENT I I I I I I I _ i I - - I I - _ I I _ - I _ I _ - _ - - FNEW Y�� _ _ - _ - _ - _ _ _ _ _ BASEMENT - _ — - - - - rl- - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - _ (- -1 — I— L - - J - - - J L_ J - - - -I- - - - - - - - - - - - - - - - - - -I- - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - J �EAR ELEVATION -REAR ELEVATION 460BINUMBER 1/4" = I'-p" (t2 HR 5EPERATION I/4" = 1"--0-- WALL "-0° 2016023 WALL PER UL#336 DUET CLUSTER l UNIT 16 UNITS 15 (MODEL B -ALT) Q SHEET NUMBER UNIT 5 ELEVATIONS z MODEL B -ALT (JUNIPER)- MODEL B l (INKBERRY)- & 16 (MODEL B - 1 ) �W B - 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTIONAL SELF FLA5HING Z 5TANDIN6 5EAM METAL I0 �II� Il ROOF VENT5 GHA5E GAP w o 6 TRIM GAP _ OQ U .� Z U 12 12 I I OPTIONAL WOOD 0 GHA5E WITH METAL t5 ~ GAP AND CULTURED INSTALL ICE d WATER SHIELD N p oN - STONE VENEER PER MANUFAGTURER'5 F- ' "n�' 5PEGIFIGATION5 TO MAINTAIN c/) U a 5 ct Lo PRODUCT WARRANTY ZO L- x U)� M ca I'-0" - r - -- -�r�._ - -�_,-�_ ��- - ��T APPLY ICE d WATER 5HIELP ❑ r o0 OH. ��_'�„ :��_T1� - - T -t= -�' r � FAIR WEATHER WHEN THE AIRN U r' " IO'-S" HIP WIDTH 2 ARE AT TEMPERATURES OF GABLE 40°F(5°G)OR HIGHER. a -- B-I FLU5H I OOF5 _-,�_ 1 -r �� ' � -- = OH. i 12 q ALIGN B-I �- FA5GIA5 _GREAT RO_0 O PLATE HT BREAKFAST_ - I PLATE HT. - - - -- oH. i i i i - I O I I I ILLAL 1I I I I I I 1 V NOTE W: O /� p = PVG 5HUTTER5 WITH FIXED ° u- Ln _ i _� = I I HINGE5. WIDTH OF TTFTT-TI I Q o I- I I 5HUTTER TO BE HALF - ( Z L J a� EA _ WIDTH OF WINDOW. II II I II El I III ff I I I I I I I I I I I I I I I I I I I I I � I Ix4 AZEK TRIM .JA FLS■-1- FIN. 15T FLOOR I I I _ _ _ 1 p - - - - - - - FIN. 15T FLO ELEV.+0'-0" LINE OF LINE OF EXT. 6x6 P.T.P05T WITH I AZEK TRIM I I I I I ~ WALL® DEN WALL® GAR. 51MP50N BG52-3/6 ALL 51DE5 12 SQUARE HB$G PERMA GA5T O Ixb AZEK TRIM I BEYOND BEYOND P05T GAP ANCHOR d I I COLUMN W/SQUARE FLAT GAPIx4 AZEK TRIM T I 51MP50N AM66 I I d BA5E (OR EQUAL) -CORNER ( I I I W P05T Bw BA5E OYP- I WALL I COLUMN TO BE PROVIDED l^V I I I I w ~1 ALL COLUMNS) I BREAK I SPLIT KIT I I I I 0 I I I I I I I ❑ w O I I I I I I I I I I I I I I I I I I I I 2015 IRG- 62421.8 (503.8) — — — — — — 1 — — — — — — —I I VENTING 5Y5TEM TERMINATION LOCATION: v rl- - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - � - I T - - - - - - - - - - - - - - - - - - - � THE VENT TERMINAL OFADIRECT VENT APPLIANCE WITH AN � [� L - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - -1- - - - - - - 1- - - - - - - - - - - - - - - - - - - - J [-� INPUT OF 10,000 BTU PER HOUR(3Kl^)OR LE55 SHALL BE LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A BHT SND L � T I ON BUILDING,AND 5M AN APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE r ) �� IN5TALLED WITH A q INGH VENT TERMINATION CLEARANCE,AND Z v I/4 = 1-0 AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR W SHALL AVE AT LEAST A 12 INGH VENT TERMINATION UNIT 15 CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR U INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. O SELF FLASHING STANDING 5EAM METAL MODEL B -ALT 2015 IRG- R312.2.1 �\ IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN 4GHA5E GAP I OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" �II�II - - - - ABOVE THE FINI5HED FLOOR AND GREATER THAN 72"ABOVE 6" TRIM GAP RIDGE VENT THE FIN15HED GRADE OR OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 5HALL COMPLY WITH ONE OF THE FOLLOWING: OPTIONAL WOOD 12 * OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE h t-- GHA5E WITH METAL t 6 TO PASS,THROUGH THE OPENING IN IT5 LARGEST OPENED o r INSTALL ICE d WATER SHIELD GAP AND CULTURED 12 POSITION. o N N C6 M � o STONE VENEER �--- � * FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2080 PER MANUFACTURERS 12 GARAGE DORMER (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 5PEGIFIGAT11ON5 TO MAINTAIN _1 112 BEY0ND RELEA5E THE CONTROL DEVICE ALLOWING THE WINDOW TO PRODUCT WARRANTY LINE OF R00 i �' FULLY RIDGE VENT BEYOND® � � AREA OF ETH THE UNIT TO E-55 THAN 5.1E5QUARENFEET. NOTE: BEDROOM#2 _ - � T RIDGE VENT APPLY ICE 6 WATER SHIELD IN7 -7 _ _-- - -_ - --- - - FAIR WEATHER WHEN THE AIR ROOF DECK AND MEMBRANE 12 1-6" ARE AT TEMPERATURES OF - - T - _ - q 1-"`�`�— z zz0zzzz 40°F(50G) OR HIGHER. 2 0 0 0 0 0 0 0 - -- = FLUSH ROOFS , pr�I - 12 12 BI-I GABLE w w w w w w w Lu OH. w Ixb FA5GIA BD. N PORCH _ PLATE HT_ �° - no - nn ual M.BEDR0_0 �„■ .r. - - - - PLATE HT. I1'-4" 1 HL OH. i t I II I z - - - L. JPVG SHUTTERS WITH FIXED � � } HINGES. WIDTH OF MM Z m SHUTTER TO BE HALF O F-�-1 LLWIDTH OF WINDOW. W O w CL W w r T , til O w F" = Q EXTERIOR WALL o u o I -I I I I o O z HARDIPLANK SHINGLE SIDING - {"--� I I I d - -TYVEK OR EQUAL O Ll I I Q -1/16"05B SHEATHING u 4 -2x6 WOOD 5TUD5® 16"O.G. wITIA 6"R-21 BATTS FIN. 1ST FLO E30 FIN. 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I I (2)2X10 P.T. p I P i APPLIANCE CLEARANCE APPLIANC, 5 I w ID° 14'-4" 23'-0"I I I p � 11 _ HD HD I I i I� =' ) i o i I i SHALL BE INSTALLED WITH THE I I i I i = I i I CLEARANCES FROM UNPROTEGTEoI o c.1111 " Im I I GOMBU5TIBLE MATERIALS AS I -'DIRECT VENT HEATING EQUIP. 4 WIDE I APPLIANCE CLEARANCE APPLIANGE5 JOIST SEAT. ( 1 I ® INDICATED ON THE APPLIANCE LMELSHALL BE INSTALLED WITH THE o . FWAND IN THE MANUFACTURERS I4"WIDE I -� v TOW.ELEV= (-JI-I I I ,- ®JOIST SEAT. CLEARANCES FROM UNPROTECTED o I �, I i 1 i 1 I 3 DIA STEEL G�LUMN I INSTALLATION INSTRUCTIONS. I " i Oi i 4"WIDE oCOMBUSTIBLE MATERIALS A5 I ON 30 x 30 x 12 DP PG I � I TOW.ELEV= (-)I-111 INDICATED ON THE APPLIANCE LABEL ® I ` I 4°� I I ® J015T SEAT.9FT6 N.O.N) PROVIDE FRESH AIR INTAKE I II I TOW.ELEV= (-)!-I? AND IN THE MANUFACTURERS x ox -1 To MEGH EQUIP PER CODEI INSTALLATION INSTRUCTIONS. c� " g I i I _ l i i l i I HD 3 "DIA STEEL COLUMN Ee ® 11-Q11 I =_ 6x6 P.T.P05T WITH 51MP50N % U) ^ ' BG52-3/6 P05T GAP ANCHOR f F- W 51MP50N ABU66 P05T BASE - - - DO- - - (3)2Xb-IR.T-61RDE 10" 5QUARE HB$6 DERMA W 2 HR SEPERATIDN (lYP-ALL GOLUMN5) CAST COLUMN #46382 W/ E 6x6 P.T.POST WITH WALL PER UL#336 I6'-0" SQUARE FLAT GAP d U SIMPSON BG52-3/6 P05T BASE OR EQUAL) - CAP ANCHOR d 51MP50N 2_0 38_8, 38'-8" I I 2'-0" CORNER GOLUMN TO BE 0 C ABU66 P05T BASE(TVP- PROVIDED W/SPLIT KIT Z ALL COLUMNS) I 10 SQUARE HB86 DERMA CAST � I I I ' I OPT. 15'-0") COLUMN #46382 W/SQUARE A II OPT. 15'-0"� I�� U) FLAT GAP d BA5E (OR EQUAL) - I U I I COVERED PORCH I I - GORNER COLUMN TO BE B-5 EGRESS ��I COVERED PORCH I •'"� 5 N i PROVIDED W/SPLIT KIT 4 I WINDOW 0--'I I N p 0 N Ib 0 22-b FW 8-2 IS'-O" 15'-4" ° o u a,z _ _ R ILN -' Z U '� -O" 4'-II" II'-3" "-� b'-4" FW 4'-5" 3'-q" l'-b" l'-b" T-4" 8'-0" m U Q o m .� o 50M 19 QF 12 (3)30 TR ' I I ❑ a^ TRA I (2)301 TR D1 DI (3)30 0 DH I I 61016 TPI I (3) 2816 TR (2) 3010 TR (TEMPERED GL) DHT i I Iq 6080 5 . 6L. DR W/ I I ('� cn ( I 61016 TR I I (3) 285 DH " D ® V-0'HD HT — — I D1 (2) 18" DELI6HT5 I ns b080 5 . 6L. DR W/ I ® 8'-0" D HT WINDOW (2)305 DH - - - - - HD L — — — J L _ _ _ J L — J I I 161 Iq (2) 18" DELI6HT5 161 WINDOW r = I - - - - - - - - - - -1 DI I I DI I HD L - o f D HD o I DI - - - - - - - - - - -i I 12 - - - _ 5.25"Alk LVL d DI 0 3)2X8 HDR `v 18" 5L DN b" - - - - I8 __5jHD HD - - - - - - - - - - � HD - _ e " - r - r- - - Q 525"x 111/5'LVL EIDR J _ z _ 525 x II 7/8 LVL HDR `r REE I I 2416 TR q Q I cY - 2452 DH N i— 2016 TR o' N � - - - �r - - � LC"PN: 6 � ® 8'-0"HD HT2052 DH Qo — — — — HO f L - - - JL _ _ J II-0 SOFFIT I I® 8'-0"HD HT -� 21 "G' �- - - J�- - - � -- - -J 0xJ 525" l/8YL HDR (2)2X10 HDR EF " I - - z6 " 12'-0" 4" 60 VANITY W/ I I I O 15-O OPT.TUB 12" I I I U P -FAB I W/OUT TUB I 12-0STEP GEIL I I PRE-FAB (C FI PLACE I II'-0"GEILIN6 `� I FIREPLAGE O Ln �, n'-0°GEIL I MASTER I �_ = I LIVING AREA I BREAKFAST AREA MASTER I BEDROOM I LIVIN61 ROOM = o �„n q'-0"GEILIN6 BATH I I - I o TE GL DRS I = BEDROOM #2/ _ b' I „ I 1 TEMP 6L DRS z G a) Q l'-10' 4' 14-0 4 15' 0" 6" ❑ 15ED HEARTH I OPT. DEN LN P.GLA55 PTN. 1 N 2X4 KNEE® ( I I ^ 5010 6" HIGH W/GAP I I RA15ED HEARTH 2016 TR 2-0 I I 4 q 4'-0" 61' 3" 4" m 2052 DH r- I �? I FNH OPT. - J I 2416 TR A g N ® 8'-0"HD HT I N I 48"x g - - — — — — — — I B-5 2'-0" II'-O° I B 5 5HO „ PA -5 ? I GATHEDT$AL GEIL o K F- � 2452 DH L_ _J I 6 x34 66e GREAT ROOM N I I ® 8-O HD HT B-5 ~� 12'-0"5TEP GEILING m b� `�5 4 OUT _ _ _ _ ;r I (N I O I L- J ., GREAT ROOM I _ - I w 1 DW II'-0"G ILiN6 ® � W ENERGY 1 __ I KITGEN II cn 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS O I I IL J ® � �'L' o LN 66 THEY PLY TO ENERGY CODE ARE BEING FOL OWED = F_ b I I6'-4" I I 3'-0" 4�_O oo Tao 4° 3'-8" 4° 8'-O" N m `JD 22"X 30"ATTIC 6 T �' ACCE55 HATCH "Volo 2. ALL CONS UC ON ALL OMPLY WITH THE 2015 INTERNATIONAL ENEIRGY v (2)2816 TRz2' 0" ® ZO I ( F- CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE (2)2852 DH I I CK I I I I SD in q'-O" GEILING;t ' I _ O PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY ® 8-0 HD HT L -1 I I i I bb �% ATHROOM� 4 4' �°�°� ��e� I I (2)3016 TR ►••� EFFICIENCY REQUIRED BY THIS CODE. N I DINING AREA I 8 "2 0 _ D 1-+-•I 12" SQUARE HB 8 6 I I © (2)3052 DH ` 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A I I N I I :-r- EF � I— v WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY PERMA GA5T COLUMN q'-0"GEIL - q'-0"GEIL q'-O"GEIL N ® 6-0"HD HT _ W/5QUARE FLAT GAP ( I I I I (4)2x4 WC k I I `� D I N I NO AREA WITH IRC N1101.14. 21 'G REF POST = ndl WILL LWIGL J ac ; WILL I BASE (OR EQUAL) - L J J cv O o 4" 5'-b" 4" 5'-4' b" 7�w6'-6" ¢ 4" 4'-2" 4" 14-8" 6" 2'-b" Q 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSIULATED TO LEVEL u� 2'-b" b" 2'- DI N (-1 EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. CORNER COLUMN TO \ / BE PROVIDED W/ / :r I ®5D q'-O"GEIL z , =v �r 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 5PLIT KIT = -� m " „ u " `t LAUNDRY I I 6x6 P.T.POST WITH = � - - - - - - - 4 3-8_ I-10 4' b Q INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE __ 34 I Iq J 51MP50N BG52-3/6 Z REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL 0 b 11'-2" 4' 2'-0" 4" 3'-4" b' 5' 8" �N ,�� NOTE "V: ®5D � AN o I DI 2-O" 5IMPP05GAP ANCHOR d W COMPONENTS AND VERIFY COMPLIANCE. Iq 2 6 �t }' �� - - -� D ON NOTE "Y": m I 51MP50N ABUbb DN 14R o N 5 . 14R _ P05T BASE(TYP- Z) Q 5016 TR pI rcm 3 1/2"x IIL/8"LOW LVL HDR HD ALL COLUMNS) U 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS m I _ I I / — _ _ _ __ THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN (3) 2x6 HDR i-I o II' O GEILING o Cbl -0"GEILING '- m L J , - 3080 EXT INSUL DR o GOVERE - e APPROVED THIRD PARTY. 2) 12" ~ PORCH FOYER _ �V LAY. WCC q'-O" EILI 6 W I `� 2'-0" 2'- " ' Q 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM IAV( _ LAUD Y OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3' IN c 4 SIDELIGHTS Iq �N I 4'-b" �r Gl. ©EF m � UP IR q'-O"GEIL 12'-0"GEIL = COVERS DIAMETER. u� m 3'-4" ®5D " 61 ADS 6 (R-21) BATTS ©� BATH �� ®5D FOYER P 0 R C H �� EXT I NSUL DR DI �o _ NOTE 5: 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. HD © 6� UP IR „ m 51 EL 12" o (4)2x6 4' 13'-3 4 4 1 6' S'- 4" 3'-2 4" 7_8 6 3' 4 I I'-2°SIDEL16HT5 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY v 0 - ? P05T AN APPROVED THIRD PARTY. 66e 4" 3'-2" 4" 3'-4" b' l'-0" 6" 4'-O" 4" b-2" 4" 2868 INSUL DR- _ 45 MIN.FIRE RIZ HD I 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. bxb P.T.POST WITH ° 0 22"X 30"ATTIC RATED W/SELF 3 1/2"x II l/8"LOW LVL I-2 m O"x 2868 IN5UL DR- _ 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR p 51MP50N BG52-3/6 bb _ - - - 45 MIN.FIRE AGCE55 HATCH CLOSING DEVICE - - - T P05T GAP ANCHOR SHWR PAN `L o D 12" 5QUARE HB�6 Q N N N M ti N 0 <55F DEGREES SHALL BE INSULATED C _ RATED T"V SELF GI c� bb I 161 PERMA GA5T D ci N N rS M 00 N r WITH R-3 MINIMUM. POST BASE(TYP6 L ©� �-�' TEMP GL PRTN ® q'-0"G ILING - CLOSING DEVICE I DI I COLUMN W/SQUARE o - - - 6"(R-21) BATTS _ 4 I'-O' 4" 6.4' -4'� -2" ALL GOLUMN5) F_ 7 4 DOOR 5D WI L TWD GAR GARAGE �+ FLAT GAP 4 BA5E 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC o q� — — — 4068 BI-PA55 I = I I " ebb :4'P.G.SLAB(MIN.3500 PSI GONGS � ®SD �--I-� (OR EQUAL) - 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA 6 REINFORCED WITH 6x6,10/10 W.H.M. I I CORNER COLUMN TO MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. (3) 2810 TR I I I 9'-O" 4" 4'-O" 4" - b-10' 6" _ ® 8'-0"HD HT � �J lO'-0"CEILING � 'SLOPE GARAGE SLAB DOWN 2' � � ® i D� BE PROVIDED W/ 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE (3)2850 DH —I z D MA TER TWO GAR GARAGE ► �� TOWARDS GARAGE DOOR Z-Q ® Q L__J ,— —I HIGH-EFFICIENCY LAMPS. EF q'-0"GEILING * "' * "TYPE"X"GYP 8D ON 6ARA6E I N I I SPLIT KIT 4 P.G.SLAB(MIN.3500 P51 GONG) u� (TEMPERED) r WALL5 d GEILIN6 tt� 00 00 I I Z �� REINFORCED WITH bxb,IOAO W.W.M. pCID 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 I O I S BATHROOM WILL 6 (R-21) BATTS *5LOPE 6ARA6E 5LAB DOWN 2" o *1'TYPE"X"GYP BD ON INT of LIVING z = zo ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY TOWARDS GARAGE DOOR N 1 SPACE COMMON WALLS TO GARAGE - 1 10-0 EIL I I 3010 TR z z z O z z z z CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR `r I— J WC LAV LAV b� * 'TYPE'X'GYP BD ON GARAGE KITCHEN I I 3030 HD HT o 0 0 o _o 0 0 10'-O"GEIL L J - > m o b WALL5 E GEILIN6 FW-2 I 3030 GSMT w w w w w w �5; TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF 12 DEN/ BEDROOM #2 F W W w THE MECHANICAL AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR D1 — — — — o * 'TYPE'x'GYP BD ON INT of LIVING I 5PAGE COMMON WALL5 TO GARAGE I UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY 'THE OWNER OR = 4 18-2 6 8-10 I-b 4' q-8 co BUILDING DEPARTMENT. g Q 2010 TR _ 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2015. ® 8'-0"HD HT N I I 04 N 2050 PH � � r - - - - - - - - - - - - - - � = o UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH I O F/21 IREF 12 `m THIS CODE. b1, ( I6'-0" I 4" 4'-2" 6" 18'-O" 4" DI - -I- - - —` DI 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 20 0� 6" " SEPARATE HEATING.AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 I I ( 2X6 HDR DI I 2O o I I I Z CONTROL SYSTEMS. I I 16070 OH DR I W 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN I 11'-O"STEP GEILING I , e - - - " n - - - 0/ DI GATHEDT�AL GEIL I ( I I O_ ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP o 5 1/4"x I6 LVL HDR HD j L J (3) 2810 TR 5. AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSIUM WALL BOARD. _ I MASTER I 16070 OH DRBREAKFASTO m cv D/21 Q y (2)2X10 HDR � AREA � � � ® 8'-0" HD HT � � o 2'-0" I BEDROOM I 0 - - - - - 0 % NTr I I I I (3) 2850 DH L'' Y HD 5 1/4 x Ib LVL HDR HD F/21 HD F — — — — — I ° I I I W Q W w D/21 I DI L - - - JL - - J I � I� LJ I 0 v o 2015 IRG- 62421.8 (503.8) I I b„ DI I f I (D O VENTIN6 5Y5TEM TERMINATION LOCATION: I 2-0 2-4" 2'-0" I'-b" Ib'-o"R.O. I'-4" I'-6° Ib'-o° R.O. 4'-II" 4'-5" b, II'-0" 6" I I 4 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT I I c� o :o � W 4_4 u 1830 DH 1 B (2)3010 TR I I B "' OF 10,000 BTU PER HOUR(3KI^D OR LESS SHALL BE LOCATED AT LEAST 2010 TR o ;., ;�, u DI 1'-0" " b'FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN APPLIANCE WITH ® V-0"HD HT -� I I - ®l-0HD T I g_5 ® 8-o HD HT —I - L J AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 2050 DH 1 I I (2) 3050 DH (3)2X8HDR -� - ❑ HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, a � - - - - - - - - - - - - - - - AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE L -] A HIP L F_ � HD w AT LEAST A 12 INCH VENT TERMINATION GLEARANGE.THE BOTTOM OF THE o o g-5 - 161 v v- L _ _ _JL - _ -JL- - - J VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' m N - 7-a) (2)2X6 HDR (2) 2Xb HDR N N DI ABOVE GRADE. 1 (3)2810 TIRIq c� mz di HD 3010 Ti� HD LINE OF BREAKFAST ® 8'-O" HD HT DI U3010 (3)2850 DH Z L _ ® b'--6'HD HT ® 8-0 HD HT _ J AREA FRONT WALL Iq 4'-0„ 3050 DH q'_O" 3050 4, O., DI ® UNIT Ib � r 2015 IRG- R312.2.1 DI 4 D 'Q-� BERrc�C'y IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW Il'-D" 4'-0" 18'-10" FW 18'-6" q'-4" 12'-0" c�� ala OPENING 15 LOGATED LE55 THAN 24"ABOVE THE FIN15HED FLOOR AND U G m GREATER THAN 72"ABOVE THE FINISHED GRADE OR OTHER 5URFAGE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY 40'-0" 40'-0" 2 U t < WITH ONE OF THE FOLLOWING: * OPENINC75 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PASS, FIRST FLOOR PLANFIRST FLO OR PLAN �UNIT l61 1 2 HR 5EPERATION UNIT l 5 F THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. * FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 2010 1 411-11-01 LIVING AREA= 1,56161 SGS, FT, WALL PER UL #336 1/4"=1'-0" LIVING AREA= 1,56161 50. FT. ❑ f' NE (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE GONTROL DEVIGE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT MODEL B - 1 (INKBERRY) _ MOD, EL B -ALT UNIPERREDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 6ARA6E AREA= 37-1 S0. FT. GARAGE AREA= 380 50. FT. s.-r SQUARE FEET. COVERED PORCH AREA- Iq2 50, FT. COVERED PORCH AREA= 241 50. FT, JoB NUMBER ONE CARBON MONOXIDE ALARM IN NEW NOTE 11511: EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND SUBGONTRAGTOR5 TO REVIEW w 2 016 0 2 3 ONE AND TWO-FAMILY DWELLINGS, STAIR MANUFACTURER TO DESIGN HD= HOLD DOWN 50 GFM INTERMITTENT OR „ „ THE5E GON5TRUGTION DOGUMENT5 UPON RECEIPT FROM UNITS U) SHEET NUMBER MULTIPLE LVL GIRDER GONNEGTIONS: © 20 GFM GONTINUOU5 NOTA v15 (MODEL B—ALT) ER TOWNHOUSES AND DWELLING UNITS IN NOTE: STAIRS TO MEET ALL APPLICABLE *ALL DRYERS TO BE YfP4TED ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES � GROUP R-2 BUILDINGS(GONDO5 d ALL WINDOWS SHALL BE GODE5 AND TO REPORT ANY FOR ALL MULTIPLE LVL 6IRDER5, LAG BOLT TO OUT5IDE AIR PER CODE INGLUDIN6 ANY DIMENSIONAL GONFLIGT5, IMMEDIATLEY TO GO-OPS)AND UNITS OFFERED FOR SALE, (D = TEMPERED T06ETHER W/ 1/2" BOLT5 @ 2'-0" O.G. 2" MIN G02 CARBON MONOXIDE *ALL WASHER TO BE ARGHITEGT FOR GORREGTIVE MEA5URE5 PRIOR TO 16 (MODEL B- 1 ) zIN THE IMMEDIATE VIGINITY OF ANDERSEN 200 5ERIE5 D15GREPENGIE5 AND GONFLIGT5 TO 6LAZIN6 „ ' ' DETEGTOR PROVIDED WITH DRAIN PANS FIRST PLAN BEDROOMS,ON THE LOWEST FLOOR THE ARGHITEGT PRIOR TO STAIR FROM TOP it BOTTOM, MIN. 4 FROM ENDS GONSTRUGTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL ' B - 3 LEVEL CONTAINING BEDROOM5. FABRICATION. ®Sp SMOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERWISE NOTED. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED INSTALL ICE E WATER SHIELD PER MANUFACTURERS IS'-O" HIP WIDTH LE WIDT z ^ 1 0o Z W W SPECIFICATIONS TO MAINTAIN PRODUCT HARRA - � -J E )o U APPLY IGE 6 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DECK - - - - - - - � - - - - U Tri _ _ 2R IRDER_ - _- -r �r- OPT. I5'=o" DEEP I -I� -� - - - - - - - - - - - - - - -1 J� � I O 5 AND MEt�RANE ARE AT TEMPERATURES OF 40°F(5°G)OR HIGHER. I COVERED PORCH I ' I z C- m PRE-ENGINEERED ROOF I I I ( I I I I O n ) a -5 TRU55E5 PER TRU55 MA41F iG Q I ( I I ch rv- IWI I I U N 51HP50N 5TRON6-TIE I ' /� N �¢ I I 11'-0" PL HT. I B I I I w N} MT5 5TRAPPIN6 aBrUTH5 VARY) ( -� , + 12" HEEL HT. I� CONTIWZ WALL SHEATHIN6 TO I I I (0 !E2 HR z _ TOP OF TRU55 HEEL I ' ( I WALL PER UL�336N '�I I I V `�cn a M I L . X�� M HEEL W16HT VARIES-SEE TRU55 DRMINC75 FOR I I ( I I , U o y v ACTUAL HEEL.fEI6WS I I ( I I In?) " I m l NO R � II'-O" PL HT. ❑ (� M to co� I'-0' 11'-0" PL HT. ' A g' I I I I I'-o" + 12" HEEL HT. co + 12" HEEL HT. I I �I II'-O" PL HT. B-5 FRAME OR , w 1 OR U' 12 I + 12" HEEL HT. OR 11'-0" PL HT. ALIGN FA50A5 1 p I- 12 I o vAwES� N „R" I + 12" HEEL HT B-4 I a ' 12 12 GUT TER 2 a I I'-0° IO'-Io" OVERHANG WIDTH / - -I - - - - - I I I Z r, I OH. II �- 222222 22 - 2222 -� I- 11 O / 1 b'FASBD CIA B-4 �. +8" HEEL HT. F VENTED VINYL 50FF 10 I %/ , I"I Z / / ,�/ ��// I I I I 'f� OR == _ = == - ==— = - /��7 V// = _ I I �s IIII O " / // I I I I i y� 0 II-0 PL HTJ /j///,/ / //r ( I I I �� I � Ln LEADER TO DRYVELL- -I OVERLA TRU55E5 / // // r L_ - r— / // /// I I 11 DETAIL OH. I // / I I I I 0, ❑ Q c� OR F i t I II 1 1 w NOT TO SCALE B -4 ROOF VENTS �- - INT.BEARING L - J NOTE, FLU5H ROOF5 12 WALL BELOW '/ //j///, ,/ I I I I L- -1 ~� INSTALL HALF OF f FASTENERS o EACH q END of STRAP n B II IF T. //j///, y /�' / I I I I O .•. A I I AU5E IN GOBINATION ONLY WHEN I- - Ij w - I _ / , �9/ ❑ I ❑ I II 5TUD5 AND'RAETER5 DO NOT ALIGN i I NOTE "R" B 5//%�//% 1/ I L - - - - - - - - -- - - - - - - - I I I B-5 0 co ° II'-O" PL HT. �i II r- _� r- �/ // ,�, ��%-1 -�/ � r - - - - - - - - - - � J� I I I � V ° ° � + 12" HEEL HT. I I z I IL -_JI v II r N %////// / �' I I I ll'-O" PL HT. ❑ w O ° ° -T�nc I I r� I �P °° lo,° I -� //// // �/ // NOTE "R" I I + 12" HEEL HT. I2 I // / / // I I-O' °o q I III �� - - - - - - OH. DETAIL II ' 1 ISI �J 1 , !�- - _ _ - - �/ '� ,,% 51"--ON s,�TE II Q /�'` i�// //. �I r , WsSTRP MWI ALIGN FASCIAS tY I I I I I //j ',�� / /jam - - - J L �j 111 112 I I �./ 14-104 NOT TO SCALE �' I I I HATGH66 �I RE� IN ATES /// i7f ' / - �_ - - - ' -� III I �°�"�' B -4 I I I LOCATI 4 MIRE TED ROOF '// / 1D I I II +F wALlEAr TING, ° FROM - - ^ /� ///� jj/// / I i r I I r I I t�I Q r 11'-0" PL HT. IIII L + 12" HEEL HT. II( L J - - GENTERI FI WA - AGH 51DE ALIGN FASCIAS �I '�-� F- I I I I I ROQF VENTS I Z II'-O" PL HT. w _ G L - -u- - - - j/fj 171 .�' jI ( z I - -. - -J I I(I + 12" HEEL HT. I1 I I I I I L ALIGN RIDGES_< /,X/j j� /�,�i -1 -I -i -� -I -� -i -,o I I I I O IL - - I `� % /j// ///j///� I I I I I I I I I I I I I I I ❑ I I -- - _ - - TRU55.RIDGE W/VENT _,_ /// 1I I I I Q oH. ss I G -- --:DD -I z n //r - r///j///1 I I I I I I I I I I \ - - - L - -- 1- - - I 12 'Aj i I i I I '/,/ , ( '//j///i� I - - _ - - -, >= s __ �- - - - --I--IN I I I I I �_ II I IF - - - -1 / / gooFJ � � � � � � � �C _ S 1 ° = I a I I F - - - -� II l� �I i I I j // ,I/� /� EIOIAKE - - - _ / I N � �Q I I IOH. NOTE: INTER5EGTIN6 ROOFS I I I I I �? \� I - I I I / / jyl' // //�t6,HT5 OF BOTH I I �j WEAVE ROOF SHINGLES AT I I I ° I �Uj� I _ ROOF TRUSS GIRDER _ I � - I - - -_ m-�� - - �L- _-_ ,�T/�' r /////fi f3OE5 SAME 12 I I Q IMEMRANE NOVER GARRYIGE MEMBIELPRANE MIN. I I I I'_o" ( ( J N 1 - - - // / -L I� - - - � / / // // r� \ � I _ 24 OUT IN ALL 0IREGTION5 OF I 1 ( I I -_� - - - - - - -I - - - f //✓ /�I ,/ // I I ,�G r_ �_ INTERSECTION I I - r `� I` \Q 1 - - - I I I i O I I I ss I ° M o N N N M t- N 0 i I I I z I I \ � \ � I I �fl u I f -1 I I I ryI , _ N N M .- z I , I Lug I I I -L �// /// ///,/ / - - - - - 1 - - - - - - - - - - 1 Lu w-I II I I I I I I ( I I //////% ///////, _r -1 I - - - �l // / / // Uwl� I �� ll'-O" PL HT. IIS IIII IIIII - _ - - I ' I I +' - ROOF TRU55 + 12 HEEL HT. II II I I /1 ///j//� I I I I I I o= I I III T F_ L -_=JNL I L _ II- j -►I I - 0 I I I III � � � I II II I I I ////// /////j// I I 11'-0° PL HT. � z z z z o z z z z L I + 12 HEEL HT. NO ,R" I I Np R" all // // // I IL - -Jk o 0 0 o 0 0 0 I ► ROOF WEAVE I I I / / ,Ii I I I I I /// /// ////i//' I I(r-�� I I S2 S2 ; / , /,/� , / / / I °o ° II > > > w > > > > I III I I i I 1 l 'I g, / /%/ // j//j j/ T III pl w w w W w w w w III _ _ I o a' oH. // // / ►� i II DETAIL F - - - I I Iz OHl ;v/ 144 cDx I o 12 12 OR 1212 N I12�—II12I I�IX — 12 // /� /// /// �' N ( I N DETAIL �j, 6" 11 6'-II" I 1 3'-5 5-0" 3 8 , // r// //%,//, I I II NOT TO SCALE B—4 III NOTE "R. i / // /j/ jj/; r — —L--L-- — — — — — -�- L I w // /� // /� 1- -I N14p "R" �i CD WOOD ROOF TRUSS OOF 5/8 NCH THICK SPECIFICATIONS: SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. I I I I I '_ =L_ IIII 0 m RRTRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. I I ��—�(- J ( / /f �� '�� - - - - - - - - - _ - _ _ _ _ __ _ -_ _ 12 I I IIII w w cd 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: I I I %//j//- �, " %/ / - j a I I 12 w a w D (EQUATION 16-8) I z I ( I- 7 , IO'-0" PL HT. Z U o D + L (EQUATION 16-9) I ( i I -� ROOF TRU55 // r;- __ [ — _ I- - - - - - , IIII + 12" HEEL HT. O D + S (EQUATION 16-10) D + .6W (EQUATION 16-12) u I I GIRDER5 UNDER //// / 8" 2'-0" I I IIII cf 4 10-0 PL HT. I ( 5� / " O D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) I I DORMER WALLS ///// FRAME II-0 PL HT. OH. �' w 11 + 12" HEEL HT. T� I / // OH. + 12" HEEL HT o= O O D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 1 w I I ' o I I FII MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. I I + 12" HEEL HT.20" PL HT. 10'-O" PL HT. 2'-0„ I NOTE "R" IIII 2'-O" El I I ALIGN + 1 + 12" HEEL HT. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: B OR I I 12 I OH. B = TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILDUP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, BCLL=10PSF, AND12 12 I FA5GIA5 B-5 I BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 2--0, q q I 2'-0" ( a �_ B-5 Ly- OH. 11 I 1 OH. I I- - - - -1 I i TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/'360 OR .75". I L - - = - _ �_- - J " 10'-0" PL HT. z 00 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: I + 12" HEEL HT. Q 10-0PL HT. Z � 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. I L - - _ - - - - - _ _ - I + 12" HEEL HT. _Q = O o �' 2. LOCATION OF ALL JOINTS. _ - - - - _ A I ° w ��G`�RO 3. REQUIRED BEARING WIDTHS. - - __- —� - - -) *T E EQ� 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. w 4.2. TOP CHORD DEAD LOAD. B 5 RT 4.4. BOTTOM CHORD DEAD LOAD. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. m / -i r n 4.6. CONTROLLING WIND LOADS. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. q, 6. EACH REACTION FORCE AND DIRECTION. UNIT l 6 #356UNIT 15 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY I Ck 2 HR PER UL TION U q f r s LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. WALL PER UL 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY', AND FIELD SPLICES. ❑ ��VE U�� 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. MODEL B 1 (INKBERRY)- MODEL B UNIPER11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. AREA OF ONE: ROOF - 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. BUILT OVER ANOTHER .'JOB NUMBER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL 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. 201 6 * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING GUTTERS I LEADER5 INSTALL IGE AND (NOTE 0: NOTE 5: NOTE R: JOINTS. DUET CLUSTER w* TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACINIG SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE ALL GUTTERS & LEADER5 SHALL BE BAKED HHITE ALUMINUM .032" MIN. GAUGE, WATER SHIELD PER IPRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED UNITS 15 (MODEL B -ALT) = SHEET NUMBER TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED RE ATEA REQUIRED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD GUTTER5 SHALL BE 5 SEAMLESS, 0.6. 5TYLE H/ ALL L MANUFAGTURE 5 OVERLAY ROOF 5G155OR ROOF ROOF TRU55E5 © 24 TRUSSES. AGGE55ORIE5. LEADERS SHALL BE MIN. 2"x3", .027" GAUGE H/ CLIPS ANGHORs. SPECIFICATIONS TO TRUSSES 24" O.G. TRU55E5 24" O.G. ROOF PLAN B � 4* PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN ON TRUSS DRAWINGS. O.G. 5E5151NE BY Z * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. CAULK SEAL ALL JOINTS. PITCH GUTTERS MIN. I/8 /FT. PROVIDE P.V.G. MAINTAIN PRODUCT 1DE51GNED BY TRU55 DESIGNED BY TRU55 TRU55 ENGINEER �C 16 (MODEL B- 1 ) O * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND REGEPTORS 8" ABOVE GRADE TO RECEIVE LEADER5 (CLOSED GAP DE516N). WARRANTY 1EN61NEER ENGINEER 1/4"=1'-0" W INSTALLED FOR THE INSTILLATION OF THE TRUSSES. 01 1 COPYRIGHT GRCH ARCHITECTURE' P.C. 2017: ALL RIGHTS RESERVED OPTION#I CODE SECTION 106b-EXCEPTION 4: 0 01 48" MIN 48" MIN I'_ GN No. U336 FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: w 2 G-RUNNER TT2AGK2N -CAULK FOR � o 5HEATHING I5 INSTALLED FOR A D15TANCE OF FIREWALL5 MAY TERMINATE AT THE OPTION#I WALL RATING _ 2 HR. � SMOKE T16HT JOINT OVER � R 4'-0"ON BOTH 51DE5 OF FIREWALL UNDERSIDE OF ROOF NON-RATED FINISH RATING _ 120 MIN SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 O 4--d � STC RATING - Gfl (SEE ITEM �� 48" 48" PROTECTED WITH 5/8"TYPE "X" U 1 GYPSUM BOARD DIRECTLY BENEATH SECURE WALL SHEATHING TO THE UNDERSIDE OF ROOF 5HEATHING G-RUNNER TRACK TYPICAL ROOFING z0 ` a) 3 AND 15 SUPPORTED BY 2"LEDGERS ROOF TRUSS �J � i� U EXX XA Ex ATTACHED TO THE SIDES OF ROOF U FRAMING FOR A MINIMUM OF RAKE BOARD-TYP o,- 015TANGE OF 4'-0"ON BOTH 511)E5 -� N> 2' H STUD TRAGK AN OF FIREWALL.ALLOW NO OPENINGS IN - -- - - � .= N - �• r : # 1 TYPICAL SIDING -----------� ---- ------T L''5 -Ln ;�•._ _.A,\ ;- ,\ GNU K FOR SMOKE TI OPTION 2 ROOF WITHIN 4'-0" OF FIREWALL x x L, aw•- rn Z V fes, ' \ `\ %"`'•� I T OVER EACH SIDE.MINIMUM GLASS B ROOF y i L .� L O Q x v Cl) ' R00 5E5® 24 OG HIDDEN METAL FLASHING: U w m M N E�...,..� i,+....:...+.,..,..........................,,,..�'� '.........,.,.,,.., ,..,.,_......_.. ' SHINGLE TO BE INSTALLED _ _ �'�.,•.................... ...... .... ..... 12 VERTICALLY 12 HORIZONTALLY �................._...,..,.,« ........,...,...,.. ....... . .�. ---- ,.._T__ �.....,,,,.... .............,..,....,..,..,,.,,. 2 TUNS CONTINUED TO U E IDE #w.,.. ....._I .-..................... ......__.. .......... --•--___. __ O F SHEATHING ❑ = ti oc°o y.....I`_;'� .. .� L ... ^•�, --- ..... . ., . •�`4,................ .. :` 7TA 2x4 LEDGERS W/ � Cl) . �:: -'- ''•- k•' I" AI SPACE EA. SID PT.#2(TYP) k',., 11x2"x "LONG = ... . 063 USG ALUMINUM „ \ ._ ` �Aw X X ?M3 XEATED PLYWOOD SHTG "� BREAKAWAY GLIf'S OUT IF LOWER ROOF 15 .....-••-••....-• 3: A€R SPACE: ; (T ; ,•"'. GYP. BD. OR MINERAL 5EGUREROOF WOOL FIRE BLOGKI 0 BELOW HIGHER ROOFSHEATHING TO TRUSFING �'OT�•�'� i ,A� � 7`�i i 3 1/2" (R-1') tATT ASW CLIPS OR .003 UsC� _ _ _--_ ____ 063 usG ALUMINUM z ALUM aNG'!E GLIPs X ---- �x X ---- L BREAKAWAY CLIPS O EXPOSED T()11"IRE: [[OM AREA 1S1.-TA1bV ';~.C�*�-��,�O._Sff}[=(.)N1.Y'.. 1„ AIR SPACE DOUBLE H-5TUD TRAGK I"AIR SPACE I"AIR SPACE U ,• ��; SGREWED BACK TO BAGK ` .. ' ' /! / �+' ` 1'`f TYPE "XII 5HAFTLINER TER PROOF 1/2"GYP.BO (q ..r `". \ 4 (2) PIECES 6.P.TDUG GK In FIREGUARD �- - ILL I" CAVITY AT FLOORS AND DOUBLE H STUD TRAGK SCREWED ------;� www _;, „ -= __ `,. : www_._ Yf.;j,....._. ..,..y BACK TO BACK CEILING l^U GYP. BOARD OR MINERAL BOARDS W/FIBER6 S FINISH ON BOTH z www -------•w ---- -- SIDES AND EDGES w-----ww_ ww_ww rr.n... �. 4...4 f{ r�. .... 1 �•••� • �1 WOOL FIRE BLOGKIN6 U I" AIR SPACE rte, d l .t.. _ f ��.............................................. I4 ::..1 :`: "........ .,_��-"``. 1 • .......^ ,._'l. :..::. ,- ...... (2) PIECES G.P. TOUGHROGK I" 211 H-STUD TRAGK LL ... ......... .... ... .. .. .. . .......... ..---_.... ' ................ ............_..._._.. ..«...,i 11 II L u .I _ ..: : ... ... .. .. } __. . ...:::�::::.". .::. .:::" "-.q....._ .._ - FIREGUARD TYPE X 5HAFTLINER, r rn k� •; WATER PROOF BOARDS W/ Qj� FIBERGLASS FINISH ON BOTH SIDES 2x4 P.T.SILL PLATE El Z •.i + .! •, ... ' I .. ;``' ;- - - -I AND EDGES k. - --..�..... ---........�, .. �,_� ;.��..... .�,r.^, f=1R5T FLOOR } SPACE � } f ! _ i 3A'► AIR S A4_�A`.i ,. \`. r '•+` �.� 411 - - - -- --- ---..... 3/ T4 G 05B - i 5UBFLOOR GLUED \. ,� RIM J015T PER FLR J015T MANUF. } ;" 5,`, SGREWED - RUN DIE SECTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN ''?- J015T5 PER PLAN FILL i"CAVITY AT FLOORS AND CEILING W/ ROOF TRU55 FIREWALL MAY TERMINATE AT IF JURt�, 1( N PLATES AT EXTERIOR ! GYP.BOARD OR MINERAL WOOL FIRE UNDER510E ROOF SHEATHING IF FIRE WALL w (2) 2x4 P.T. SILL PLATE BLOGKIN6 .063 U56 ALUMINUM RETARDANT TREATED 5HEATHING 15 i'{}S[.f.:}Taff f`IitJ �I�E:}?w1 ?.�7I['=1tIF '> BREAKAWAY CLIPS O ,;,..,. INSTALLED FOR A DISTANCE OF 4'-0" .. ••' _ ON BOTH SIDES OF FIREWALL � (R-13)CL05ED CELL SPRAY FOAM IN5UL 9"-P ANGHGR BOLTS (1411 LONG + w AIR ` s ALONG INSIDE FACE OF END.WALLS-FULL HT ° 3" HOOK,Pa" MIN EMBEDMENT) OR OPTION#2 AIR )'['A 'E u �"� !..,,, AIR �SRACE. ...............wi ...�K r...,..,-••---•• AIR SPACE ° 0 OR DRAPED BLANKET INSULATION a ADHESIVE ANCHORS W/3"X3"X�4" pp CODE SECTION 106.6-EXCEPTION 4• Y / ,r,! i ,.', ,',. �! `; , 1 � `}� WASHER PIL ® 24" OIG. FIREWALLS MAY TERMINATE AT THE UNDERSIDE OF ROOF i ��;r 1 * �,```.`.',�i :/ ,,� !;: fl) #4 HORIZ.REBAR ° El / \M1 5 s !•+ �' ° NON-RATED SHEATHING PROVIDED THE ROOF 15 PROTECTED WITH r 5/8 TYPE X GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE i �� a f+.7 1 �•r•-`, `�. I �,'.'.,'ti•. .',�;`� j ! �f.i{:,'� r �,'L`, (I)#4 HORIZ.REBAR 0 MID BASEMENT 2 HR FIREWALL SEPERATION DETAIL �{• OF ROOF SHEATHING AND IS SUPPORTED BY 2" LEDGERS O 1 ,\w�. t3 '�`,y' �c� \`•• _ I'''1!� );';'? ti`: 't `i ;�: ' '`i- HEIGHT OF WALL STORY ° ATTACHED TO THE 51DE5 OF ROOF FRAMING FOR A MINIMUM OF ' !``''' ', �', \ ; f!f ' '�' �i_` a•hr�" ° N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS DISTANCE OF 4-0ON BOTH SINES OF FIREWALL.ALLOW NO p 1 n 12 FOUNDATION WALL ON 24"A2" OPENING IN ROOF WITHIN 4-0OF FIREWALL EACH SIDE.MINIMUM TYPICAL E�. HMENT SLAB �./ P.G. FOOTING *4'P.G.SLAB(MIN.2500 P51 STC, Rf�TING CLASS B ROOF SHINGLE TO BE INSTALLED. 66 LONG) ye ° * 006 MIL.IPOLYETHELENE OPTION 1 Q i `' ` '' ! : `.�'� \_.• +-l��=r,-/.-• ''.`'+ , -�•;•.�..•_•.^_�` Al. :-. •> USG BROCHURE 5A100 FIRE R)=515TANT # VAPOR BARRIER _. ,_ �ti I i f•;�f f, -�_- -J i � :`,` �,, , ;,%f fl ° ° :'` *TAMP d FULL TO 95�DENSIT( A55EMBLIES) CODE SECTION 106.6-EXCEPTION 4: ° PACE 22 (AREA SEPARATION WALL FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 U ` i l . �• . +.yam{I ,\ t,`',� A •�:'i�:'.1 I ...-{ i ° ° d ' � '. : :c j , .;: • • A ° ° a SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: z :. ,` } r,. 1 ;: r a ° SYSTEMS) w , j i�,{ ', �{.-. ,.•t' \4�,�; � ° SHEATHING 15 INSTALLED FOR A DISTANCE OF FIREWALL5 MAY TERMINATE AT THE �\ `� TEST#UL DE5 U341 2 ° a ° 4'-0"ON BOTH SIDES OF FIREWALL UNDERSIDE OF ROOF NON-RATED a ° SHEATHING PROVIDED THE ROOF 15 O ACOUSTICAL PERFORMANCE = STG 60 48 48 PROTECTED WITH 5/� TYPE X II II p N p TEST #RAL-TL-88-350 I 0 : HORIZONTAL #4 ° ° GYPSUM BOARD DIRECTLY BENEATH ° 4 ° BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHING ° a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LEDGERS SECTION 1201.2 OF 2015 IBC- WALLS, XAX N ATTACHED TO THE 511DE5 OF ROOF SEPARATION WALL: (Max Height - 66 ft) PARTITIONS AND FLOOR/GEILING FRAMING FOR A MINIMUM OF ASSEMBLIE5 5EPARATINC DWELLING 2' H STUD TRAGK AN DISTANCE OF 4'-0"ON BOTH NINES I. Floor, Intermediate or Top Wall -- 2 in. wide channel Shaped with I in. long Ieg5 formed from No. 25 M56 goly Steel, Secured with Suitable 2 HR FIREWALL SEPERATION DETAIL ( UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI H OF ROOF WITHNL4''-OI"OF FIREWALL OW NO GS IN OPTION #2 fo5tener5 Spaced 24 in. OG. FW2 PUBLIC, OR SERVICE AREAS SHALL HAVE _ I T OVER EACH SIDE.MINIMUM CLA55 B ROOF N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A STG OF 50 OR MORE. ROOF 55E5® 24" O.G. SHINGLE TO BE INSTALLED 2. Metal Studs -- Steel members formed from No. 25 M56 gals Steel having "H" -Shaped flanged Spaced 24 in. OG; overall depth 2 in. and 2 TUD5 CONTINUED TO UNDERSIDE flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U33G; PROVIDED 5TG=60 0 OF SHEATHING Q N N N M ti N o 3. Gypsum Board* -- Two layers of I in. thick gypsum board liner panels, Supplied in nom 24 1n. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = GO 1" AI SPADE EA. SID o ,- N N M M into "H" -Shaped Studs. G6G ISG -- Type 5LX. TYPICAL FRAME WALLS yp (2) PIEGIE5 6.P.TOU6HROCK I" UNITED STATES 6YP5UM GO -- Type 5LX UNRATED FIREGUARD TYPE "x" 5HAFTLINER, OYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. WINDOW WATER PROOF BOARDS W/ WOOL FIRE BLOGKI FIBER6LA55 FIN15H ON BOTH SIDES co PROTECTED WALL: (Bearing or Nonbearing Wall) AND ED(GE5 ASW CLIPS OR .DG3 U ALUM ANGLE CLIPS o_ o o ° 0 0 0 0 ?22 2 HOUR FIRE 5EPERATION 1 AIR SPACE > CD W (0 W 4. Wood Studs -- Nom 2 by 4 in. max Spacing 24 in. OG. Studs cro55 braced at mid-height where necessary for clip attachment. Min 3/4 in. HALL 5HIOHN HATCHED DOUBLE H-5TUD TRAGK W w W W W Separation between wood framing and fire Separation wall. SGREWED BACK TO BACK 7065 HORIZONTAL CONTINUITY= 4A. Steel 5tudS -- (AS on alternate to Item 4, not Shown) -- For Bearing Wall Rating - Corrosion protected Steel studs, min No. 20 M56 FIRE Wf,uL55HALLBEGONTIN0005FROM DOUBLE H-STUD TRAGK SGREWED FILL I" CAVITY AT FLOORS AND N w EXTERIOR WALL TO EXTERIOR WALL BACK TO BACK (0.03261 in., min bare metal thi(kne,55) 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) GEILING W/GYP. BOARD OR MINERAL primed Steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design of Gold-Formed Steel ' 1" AIR SPACE WOOL FIRE BLOCKING Structural Members, by the American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall assembly, including w1�owD 2" H-STUD TRAGK STG R/�TING the axial design load of the Studs, Shall be aN Specified b the Steel stud designer and/or producer, and Shall meet the re uirement5 of all (2) PIECES G.P. TOUGHROGK I" U5G BROCHURE 5A100 (FIRE RE515TANT 9 P y 9 p CODE 5EGTION 106.5 EXCEPTION #2 FIREGUARD TYPE "X" 5HAFTLINER, 2x4 P.T. SILL PLATE F- applicable local Code agencies. The max stud spacing of wall assemblies Shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: WATER PROOF BOARDS W/ ASSEMBLIES) z �--� tracks with 1/2 in. long Type 5-12 Steel 5crew!5 on both 5ide5 of Studs or by welded or bolted Connections designed in accordance with the FIRE RETARDANT TREATED FIBERGLASS FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL w "' GORE 5EGTION 106.5 EXCEPTION #3 AND EDCE5 SYSTEMS) A151 Specifications. Top and bottom tracks Shall Consist of steel members, min No. 20 M56 (0.03261 in., min bare metal thickness) Steel or min 5HEATHIN6 TO EXTEND 4'-0" ON UNEXCAVATED TYPICAL TEST #UL DE5 U341 p �� m BOTH SIDES OF FIREWALL AND BUILDIN65 EQUIPPED H/ NFPA 13 OR GARAGE SLAB i-+-1 No. 20 656 (0.036 in. thick) galy Steel or No. 20 M56 (0.033 in. thick) primed steel, that provide a sound Structural connection between NFPA 13R SPRINKLER: *4'P.G.SLAB(MIN.3500 P51 GONG) w w OFFSET WALL ° REINFORCED WITH bxb,to/lo H.W.M. ACOUSTICAL PERFORMANCE = STG 60 > Y Steel Studs, and to adjacent assemblies such as a floor, ceiling, and/or other wa115. Attached to floor and ceiling as5emblieS with steel FIRE RETARDANT TREATED 5HEATHING w fasteners Spa(ed not greater than 24 in. O.G. Studs Cross ed with Stud framin at midhei ht where necessary for clip attachment. Min p AT FIREWALL END 8" WIDE x FULL a ° •TAMP e FILL TO 95�DENSITY TEST #RAL-TL-SS-350 0 = Q g g g y p 4 O MIN. 4 O MIN. (1) #4 HORIZ.REBAR ° *5LOPE 6ARA6E SLAB DOM 2" BASED ON 2x4 FRAME HITH MIN. 3" a � 3/4 in. Separation between Steel framing and area Separation wall. Finish rating has not been evaluated for Steel Studs. HEIGHT OF FIREWALL TOWARDS 6ARA6E DOOR MINERAL WOOL BATT AT EACH 51DE z 4B Steel Studs -- AS an alternate to Items 4 and 4A, for use in Configuration B only, not Shown) -- For Nonbearing Wall Rating - Channel E ° ° SECTION 1201.2 OF 2015 IBC- WALLS, cn 4 Shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, Spaced a max of 24 2 HR FIREWALL SEPERATION DETAIL 2 a I� PARTITIONS AND FLOOR/GEILING w 11 ASSEMBLIES SEPARATING DWELLING UNITS in. OG. 5tud5 to be cut 3/8 to 3/4 in. le than assembly height. Top and bottom tracks Shall be channel shaped, fabricated from min 25 M56 N.T.S. OFF-SET EXTERIOR WALLS FW2 ° FROM EACH OTHER OR FROM PUBLIG OR ❑ 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 ° SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. Studs cross-braced with Stud framing at: midheight where nece55ary for clip attachment. Min 3/4 in. Separation between steel framing and a OR MORE. _ area Separation wall. Finish rating has not been evaluated for Steel 5tud5. 2 HOUR FIRE SEPERATION (1)#4 HORIZ.REBAR® MID ° PROVIDED SlrG-#O ~ } 5. Gypsum Board -- Gla551fied or Unclassified) -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to TYPICAL FRAME HAL WALL SHOWN HATGHED HEIGHT OF WALL STORY 1 " - 0 w m ANCHOR BOLTS (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,8" MIN J joint compound. Nail heads covered with joint compound. EMBEDMENT) OR ADHESIVE z Q ° NOTE: UL #336 EXCEEDS GURRENT FIRE GODE C7 -' _ uvi 6. Attachment Gli 5 -- Aluminum angle, ANGHOR5 W 3"X3"xi" - p g 0.063 in. thick 2 in. wide with 2 in. and 2-I/4 in. legs. Clips Secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® 24" O/G. STANDARDS AND REDUGE`.5 SOUND TRANSFER ' "H" 5tud5 and with Type W Screws I-1/4 in. long to wood framing through holes provided in clip. UNRATED WINDowS P.G. FOOTING - BETWEEN UNITS G\s-TE En 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "HII AND DOORS v �� .aR� �;1 �cy Studs. 6B. Clipplacement Item 6 for Separation walls u to 44 ft high. Space GI i 5 as described in Item 6A for upper 24 ft. Remoinin wall area ( ) p p J p p 11 11 pp 9 below requires clips Spaced a max 5 ft OG vertically between wood framing and H Studs. 6G. Clip placement (Item 6) for Separation walls up to 66 ft high: Space clips o5 described in Item 6A for upper 24 ft. Space clips as 1 described in item 66 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips Spaced a max of 40 in. OG vertically ° ° ° d 0 between wood framing and "H" Studs. 8" UNRATED SIDING (TYP) ° a ° ° ► UNIT 15 �° �� 1. Non-BearingWall Partition Intersection -- (Optional) Two nominal 2 by 4 in. Stud or nominal 2 by 6 in. Stud nailed together with two Sin. long HORIZONTAL #4 ° /i/EW�(O 4'-0" MIN. 4'-0" VIN. ° 10d nails Spaced a max. 16 in. OG. vertically and fastened to one Side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails Spaced a max 16 ° CODE SECTION 106.5 EXCEPTION #3 � ° M O D EL B -ALT) JOB NUMBER in. OC. vertical) . Intersection between ortiti'on wood Studs to be flush with the 2 b 4 in. Studs. The wall partition wood Studs are to be INC75 EQUIPPED NEPA 13 OR NFPA 13R SPRINKLER: CODE 5EGTION 106.5 EXCEPTION #2 ( framed with a Second 2 b 4 in. wood tud fastened with 3 in. long IOd nails spored a max. 16 in. OG. vertically. Maximum one non-beorin wall BUILD UN5PRINiKLERED BUILDIN65: 2016023 y g p y g FIRE RETARDANT TREATED 5HEATHING AT FIREWALL END S" HIDE x FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-0" 2 HR FIREWALL SEPERATION DETAIL @ GARAGE 5UNIT w 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 laL l 6 SHEET NUMBER ON BOTH SIDES OF FIREWALL = *Bearing the UL GIa55ification Mark 2 HR FIREWALL SEPERATION DETAIL 3 N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fw2 Z USG AREA SEPARATION WALL SYSTEM UL# U336; (MODEL B - 1 ) - Last Updated on 2010-10-21 N.T.S. AT FLUSH GONDIITION TEST #RAL-TL-88-350; STC = 60 o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED