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HomeMy WebLinkAbout43747-Z ""U" Town of Southold 6/29/2020 P.O.Box 1179 53095 Main Rd �4%- 1 Southold,New York 11971 a CERTIFICATE OF OCCUPANCY No: 41220 Date: 6/29/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 11 Harvest Pointe Ln Unit 121, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-61 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/30/2019 pursuant to which Building Permit No. 43747 dated 5/15/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit121) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0175 5/11/2020 ELECTRICAL CERTIFICATE NO. 43747 6/19/2020 PLUMBERS CERTIFICATION DATED 6/5/2020 _ekSuffpkPlumbin4Tont. Inc. Aukio ' e ignature TOWN OF SOUTHOLD 4�SUFFo�,r�oG BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43747 Date: 5/15/2019 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct single-family dwelling as applied for per SCHD & Planning approvals. (Unit #121, Al-15 model) At premises located at: 11 Harvest Pointe Ln Unit 121, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-61 Pursuant to application dated 4/30/2019 and approved by the Building Inspector. To expire on 11/13/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,094.80 CO -NEW DWELLING $50.00 Total: $2,144.80 Building cr/` Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. .2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 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 $15.00 Date. 36 New Construction: Old or Pre-existing Building: (check on Location of Property: a 1 - 9V_AaQtLV,a__ i � House No. 'Street hamlet Owner or Owners of Property: �6 0 aQi✓ ev. Suffolk County Tax Map No 1000, Section,. . U Block ® f Lot_ Dc Sbdi i�sion � ��r 4-4 - Filed Map. 7 Lot: Permit No. �J7 Date of Permit._ _Applicant: /�►D� i�/ Health Dept. Approval:_ { ��Underwriters Approva): Planning Board Approval: eq 11 Request for; Temporary Certifi ate Final Certificate: ( ie o e) Fee Submitted:$ Y Ap li 'art Si e CONSENT TO INSPECTION l & Lc,the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)thq owner(s)of the premises ie T w of Southold, located at 2. — r O which is 4hown and designated on the Suffolk County Tax Map as bistrict 1000, Section 10.2.01 Block Lot, J. That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town Building Ins e tor's Office fol the f lowing;, ✓ V That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: ( i afore (Print nt N �) (Signature) (Print Name) .,j j j ■■■ a a a OF SOil,�®l iiu'iznnn■ ,H"SS5#�Fj ISS '� 00EIE:e;�;�;�-� ¶ �O$ i $$ fi 43 S Main Roaac Fax(631) 6 502 P.O.Box 1179 Southold,NY 11971-0959 ® �®� sean.devlinCCD-town.southold.ny.us c-um,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 11 Harvest Pointe Ln Unit 121 city,Cutchogue st: NY zip. 11935 Building Permit# 43747 section: 102.1 Block 1 Lot 61 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 18 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 1 Switches 36 4'LED Exit Fixtures Pump Other Equipment DW, W/D, Fridge, Micro/Hood Notes: House w/ Garage Inspector Signature. Date. June 19, 2020 S Devlin-Cert Electrical Compliance Form.xls tel' t� SO(/r�o 4, ,moo �o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CIS P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF S+OTJTHO1LD CEItTI1FICATION Date: Building Permit No. Owner: L�- (Please print) Y'1 Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. P mbers Signature) Sworn to before me this day of � 204-0 ANNA Notary Public,State ofNewa York Reg.NO."01 86368364 Quahfied'rn Suffolk County -------- commission Ei Ir" s Notary Public, suCounty SOplho Uri tT-. 411TIA # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ UNDATION 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 [ ] CAUL KING REMARKS: )ell 1 X21c DATE INSPECTOR q3�q OF SOblyo ull 'ir p't -- ti� �o * # TOWN OF SOUTHOLD BUILDING DEPT. _ loom, 765-1802 INSPEC ON. -. [ `] rFNDATION 1ST [ ROUGH PL13G. NDATION 2ND [ ] INSULATION/CAULKING [ ]-FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: jAA1 DATE INSPECTOR IT OP SOUIyOIo f TOWN OVSOUTHOLD BUILDING DEPT. cou765-1802 1 NSPEC 7ROUGH 10-N[ ] FOUNDATION 1ST PLBG. [ ] FOUNDATION 2ND" [ j INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - 6A !k N%izj DATE (v INSPECTOR a0f SOOT Ll / 7qa_rvc�plafv\�� l # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 765-1802 I -PECTION N [ ] FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- =[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: c) DATE ��7 INSPECTOR -- tit �� * �# TOWN OF SOUTHOLD BUILDING DEPT.- �o . ,o Nyco 765-1802 INSPECT N [ -1 FOUNDATION 1 ST [ ] UGH PLBG. - [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ '] •FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J_ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ok- _ AlAvvoh �e D4$e., AIN DATE INSPECTOR aOf SOUTyO� Ll / Ty If f TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] -FIREPLACE & CHIMNEY [ "] FIRE ZAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION" [ ]" FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: _ - .�r���.c.,��►2 rG,�,c... ��s��-r-�acv — G Z� DATE ZO_ INSPECTOR �-- SOUryo<o (oI T*_ l yl * TOWN-OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Np [ ] -FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 6 INSPECTOR 4-,�lug) GRCH ARCHITECTURE PC 3750 ExPREss DRIVE SOUTH SUITE 202 ISLANDw. NY 11749 VWVW.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 • � JUN 2 2 2020 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No. 121 Permit No. 43747 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. Respectfu ysubmitted, �0 ED cR <Cyx C' 2� Gle ny,AIA, LEED AP Prin all N � � 9T� 02381 yQ� CF NES v V n SCOTT A. RUSSELLoti� caGy MICHAEL M. COLLINS, P.E. SUPERVISOR c TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD K y x TOWN OF SOUTHOLD,NEW YORK 11971 Tel (63 1)-765—1560 Q �.�;' Fax (631)-765—9015 MICHAEL COLLINS a TOWN SOU THOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe— Units 83, 84 & 117-122 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 83, 84 & 117-122. The rear areas of these units have not achieved final stabilization but have been thoroughly hydroseeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, r Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector i JUN - 5 2020 A GRC)H ARCHITECTURE PC s _ • �,;�`:x,.�:m`�; �,�-'�_�° � .;t�LL . ;�� n=- �;.i,,- �2'> X750 ExPREs DRIVE SOUTH a�, i . SUITE 202 to ISLANDIA, NY 11749 `a=G'.i'o-ium4.:�+......:..�}L.:.-...._.L.`.u.<dS«'JvwS..ta.isd✓F .��.J-�...r�.�,.m.-• .{ WWW.GRCHARCHITECTURE.COM 631)864-3395 November 14, 2018 Town of Southold Building Department ; 53095 Route 25 ? ' a JUN 2 2 2020 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker ~. ' Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New Yorlc 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 ly submi ed, BRED ARC \5� 06ERT �A Glen Cherve y IA, LEED AP z��a Principal N ';�—�' �'9 023BA 0 T�OF NE�� AINECHANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of Jload calculations. lthe residential nits at the above referenced project have been included in our Manual Best regards, Louis DeSantis '- President J I I JUN 2 2 2020 'r Y 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC Ilk 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 December 06, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit 121- Permit#43747 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. ectfully ubmitted, ��EtED,ARC, �\CO OgERT C& /N� C' Gle C rveny, AIA, LEED AP Prin i I JUN 2 2 2020 name Energy Rating Cerdficate Property HERS Al Holly Unit 121 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2020-06-18 Rating Number: MC196 11 Harvest Pointe Ln Registry ID: 117321642 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 479,o' Better Heating 64.8 $1397 44% General Information Cooling 1.7 $107 3% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $229 7% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.3 $1442 45% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 102.9 $3192 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gat.;' Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE.-, Criteria 1��I Criteria Cooling: Air conditioner, Electric, 16.0 SEER. JUN, 2 2 20207 This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 85.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 113 cfm,23.2 watts. - 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2016 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NAow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltr ion Rate Htg: 1818 Clg: 1818 CFM50 Foundation Walls R-13.0 Method Blower door 1818 CFM x 60 Min/Hr/42016 F = 2.6 ACH 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648-A Locust Ave 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 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater:Li�i► REM/Rate-Residential Energy Analysis and Rating Software v16.0.3 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services . 2020 Combustion Safety Testing Form)UN 2 2 2020 Certified Home Address: 11 Harvest Pointe Lane City: Cutchogue• Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2020-06-18 Outdoors Temp During Test: 75 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: Bating System, Primary: Yes ✓�No❑ Tyue: Furnace ✓❑Boiler❑Heat Pump E[Other n °i" VeritinQ Tvve a Drat Sin IZaQe` ' Sin 11aQe fCo' CO; E cieri Fuel,Tyn'e• Cmcle°Te :_ ascal orst;Case - atural, orst'Case aturdl Rating:95.0 N_❑✓ U ODE0 N0�2ME so NSA Pa. Pass❑✓ Fail❑_ PassOFai10 N/A PPM NIA PPM Yes ❑✓ die: Standard Tank aIndirect_DTankless ❑ Size: 75.0 Style Common Vent❑ W[lfeY,Heater Prima No Instantaneous Commercial See Note 5 below (Gallons) a ❑✓ . n ❑ �( ) ) Stand Alone 5 a - VentinQ_Type 3 Dra 1' Sin Mage, Syillage(Natural) CO,` `-CO ,Ecien - Fuel Type — — (Circle Type) ' _ , (Pascal):�, ,(Worse Case) (WorseCase), (Natural) EF: 0.69 N_❑✓ PEI O[:[E]—]' N❑M❑S❑✓ N/A Pa. Pass Q✓ Fail❑ PassOFailEl N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑0 No Oven CO 5 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 test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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 umt 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: s Date: 2020-06-18 a Manual S Compliance Report Job: wrig tsoft, Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 For: 11 Harvest Pointe Lane, Cutchogue, NY 11935 e o 0 0 0 Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17582 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.0°F Latent gain: 3500 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 21082 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 96%of load Latent capacity: 7200 Btuh 206%of load Total capacity: 24000 Btuh 114%of load SHR: 70% e © e Design Conditions Outdoor design DB: 10.0°F Heat loss: 46217 Btuh Entering coil DB: 63.1'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 875 cfm Output capacity: 48000 Btuh 104%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft* 2019-Sept-251427:36 Right-Sude®Universal 2018 18 0.32 RSU20066 Page 1 /YliM .Model At MAN JSD\Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces, W Residential Plans Examiner Review • Form ACCK. (Loads, 15 Mar 09 Fr Cmltdxg Cmtatas dlu�eia Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form'(and supporting worksheets): Yes Ei No n OEM performance data(heating,cooling,blower): Yes E] No n Building plan#: Manual D Friction Rate Worksheet: Yes E] No E] Duct distribution sketch: Yes � No Home address Street or Lot#,Block,Subdivision).( ) 11 Harvest Pointe Lane, Entire House HVAC • •D CALCULATION (IRC M1401.3) Design Conditions Building Construction Information° JUN 2 2 2020 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: 46217 Btuh Number of bedrooms: 3 Conditioned floor area: 3788 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 °F Windows Root Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain. 3977 Btuh Depth window Total heat gain: 23957 Stuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heatinq Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 875 Furnace,Heat pump,Boiler,etc. IrConditioner,Heat pump,etc. Cooling cfm: 800 Model. Generic Model Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16 0+ Fan's rated external static pressure for design airflow Heating output capacity: 48000 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 875 cfm Longest supply duct: 478 ft Duct Materials Used Equipment design ESP- 0.60 in H2O Longest return duct: 201 ft Trunk duct: Sheet metal Total device pressure losses. -0,6 in H2O Total effective length(TEL): 679 ft Available static pressure(ASP): 0.01 In H2O Friction rate: 0.001 in/100ft Branch duct: Round flex metal,Sheet metal Friction Rate=ASP+(TELx 100) I declare the load calculation,equipment,equipmentselection and duct design were rigorously performed based on thebuilding plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality 'Home qualifies for MJ1AE Form based onAbrldged Edition Checklist wrightsooft Rrs ht-Suite®Universal 2018 18 0 32 RSU20066 M.�-r�.....W.,.a 9 Load Short Form Job: 1/Uri htsoftW Date: Sept 25,2019 Entire -louse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project0 • For: 11 Harvest Pointe Lane, Cutchogue, NY 11935 Desigh Information Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial)/2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/1422 cfm Daily range - M Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMWIN 2 2 20 Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 1 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightson- 2019-Sept-2514.27 36 Right-Swte®Universal 2018 18 0 32 RSU20066 Page 1 /1liCk. Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJB Front Door faces: W Bath 2 45 1098 311 23 15 Bed 3 129 2619 1428 55 67 Loft 127 1035 539 22 25 Entire House 3788 41896 16986 875 800 Other equip loads 4320 596 Equip. @ 0.88 RSM 15472 Latent cooling 3500 TOTALS 3788 46217 18972 875 800 u " AN 2 2 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoftm 2019-Sept-2514.2736 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ACC( .. Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces: W Pro ect Summa Job: W Y'IQ�'1t50'�°' � � Date: Sept 25,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: 11 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: z Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ftz) 3788 3788 Equipment latent load 3500 Btuh Volume(ft3) 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18972 Btuh Equiv.AVF(cfm) 150 66 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. --1' =Ight-- - 2019-Sept-2514 27 36 ^_ �P .. Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 flCC.p. ,,,Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N 1 ' 71C Second Floor va • Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 6x16 10" 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 11 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14:27:36 ...SD\Rimor Model Al MAN JSD JA.rup N 7V i JUN 2 2 2020 3 - Main Floor Broan Exhaust Fan / Model L150 68CFM Energy Star Y m Continuous Use Timer Breakfast Area 01 cfm 1151 cfm 9`82 cfm g82 m Master Bath Master Bed �99 cfm � cfm Kitchen Living Room Hall SdwRi— WIC 1 �16cf c undr�� fm WIG 12th 1 7 cfm Stair Foyer Bed 2 Garage 91 cfm 819. .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 11 Harvest Pointe Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 2019-Sept-2514:27:36 ...SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rGnn Skuttle Model 2161 ;xl 62 cfm 6" 9" 6„ 6" 8" 8" x 16 10' -7286 q0„ 4„ 4F „ 5" Basen ent 26" 8.. up Riser Ret Riser 10" 4x16 10" 9„ 87 cfm 87 cfm " s 87 cfm JUN 2 2 2020 .lob#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite@ Universal 2018 11 Harvest Pointe Lane Bohemia,NY 11716 18 0 32 RSU20066 Cutchogue,NY 11935 2019-Sept-25 14.27:36 ...SD\Rimor Model Al MAN JSD JA rup Duct System Summary Job. W rightsoft' Date: Sept 25,2019 Entire /douse By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 For- 11 Harvest Pointe Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.001 in/100ft 0.001 in/100ft Actual air flow 875 cfm 800 cfm Total effective length(TEL) 679 ft ® © B - s Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 Basement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 48.5 225.0 st2 Bath 1 h 474 12 5 0.006 4.0 OX 0 MtFx 16.0 95.0 Bath 2 h 1098 28 18 0.002 5.0 Ox 0 MtFx 66.5 400.0 st8 Bed 2 c 1618 86 91 0.006 9.0 OX 0 MtFx 31.5 95.0 Bed 3 c 1428 66 81 0.001 8.0 Ox 0 MtFx 76.3 400.0 st7 Breakfast Area c 1781 99 101 0.003 9.0 OX 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kitchen c 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft c 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed C 932 51 53 0.002 6.0 Ox 0 MtFX 53.0 295.0 st5A Master Bed-A c 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 wIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden W rightsoft® 2019-Sept-2514 27 36 p �+AtiM RightSude®Universal 2018 18 0 32 RSU20066 Page 1 /tModel Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces. W Supply Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 10.0 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 6.0 0 x 0 ShtMetl st5 st2 Peak AVF 823 756 0.001 206 29.9 16 x 36 ShtMetl st2A Peak AVF 375 407 0.001 204 23.0 16 x 18 ShtMetl st2 st7 Peak AVF 92 111 0.001 167 14.2 16 x 6 ShtMetl st6 st8 Peak AVF 28 18 0.002 41 8.4 16 x 6 ShtMetl st6 e 0. Table 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) Mad Trunk rb3 0x0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 199.3 0.001 236 10.0 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 28.0 0 x 0 ShtMetl rt2A Peak AVF 119 129 0.001 236 10.0 0 x 0 ShtMetl rt2 i JUN 2 2 2020 -wrightsoft® 2019-Sept-2514.27 36 IkL Right-SuiteO Universal 2018 18 0 32 RSU20066 Page 2 �+� ..Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Door faces. W Ll s 4 j a .. ;x r. xw, n 47 , � 1 r 1 t f: r > A h , k 1 Now2 y F ;z yk: ,may x f _ e 0 t iihm 2 r ;fir s 'T. 7 4 , i Ll ` c 31 i y R . 4ow a �r x t 3 { 10 i IL �^ i i HT1 i I z, 1 i f I i.. p z F ti e�" § � . � . � . , � � :� �) :/ �' � ^ y �/\ \ �i \ � � d ./}�\� . �� `7 2����\ �� �� � � 2�� 3 %, _ »f ��\ � �» � . u,7 t t tv t - 1 o➢ mo �4 my e a _ w . z]2� I! 11 21 11 28 70 It 7a 33 3, 35 36 3? 38 39 4p 41 42 43 04 4v , - 5 46 47 ra n to la .r at rt t kt wl ►t ca at tt at a a iai.. OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexSoo I P.O.Box 1179 54375 State Route 25 �. Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY w ,: Telephone: 631765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 16, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy re: Units 83, 84, 117-122 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., comer of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units# 83, 84, and 117-122 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 11, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these eight (8) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J.' icenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer r SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. TOWN ENGINEER SUPERVISOR TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Q ^r Fax. (631)-765—9015 44) OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings June 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 83, 84 & 117-122 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side planted areas of Units 83, 84 & 117-122. The rear areas of these units have not achieved final stabilization but have been thoroughly hydroseeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of these units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at(631) 765-1560. Sincerely,. Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector • •• - COMMENTS _ MvEml -,�daalirl, FOUNDATION UM �,►! �9 - FOUNDATION (2ND) J ROUGHRAVIA PLUMBING s • - INSULATIONAM ENtRGY CODE - Rodolm T ADDITIONAL CO - s � MOW jry P7 TOWN OP SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,`NY-11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502- J LSurvey Southoldtownny.gov PERMIT NO. __ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined - ,20J Single&Separate Truss Identification Form 0 2010 Storm-Water Assessment Form �j ppR 3 Contact: " A roved - �J S 20JI PP T-�r,��,�,� Mail to: Disapproved a/c rt;��� � � _ .16 ,®� Phone: 7 Expiration ,2 = BuildingInspector - - APPLICATION FOR-BUILDING PERMIT Date _ � 20 INSTRUCTIONS a.This application MUST be completely-filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to-schedule. b..Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance-of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit steal I be kept on the premises available for inspection,throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. -f. Every building permit shall expire if the work authorized has-n6t`commenced Within-12 months after the date of issuance or has not been completed within-18 months from such date.If no zoning amendments or-other regulations-affecting"the property have been enacted in the interim,the Building.Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building-Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,NewYork,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations,or.for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,buildingcode,housing code,,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. - ` LL-C (Signature of applicant or name,if a corp ration) R Ci Ac-huac, (Mailing address of applicant) f ' s State whether applicant is owner;lessee, agent, architect, engineer, general contractor, electrician, plumber=or builder Name of owner of premises �1,MU?,_ UVI Iwwo yl l- L L C— (As on the taA roll or latest deed) If applidani is a corporation;sinature ofduly authorized officer 1 (Name and title bf corporate officer) Builders License No. Plumbers License No. Electricians.Licen"se No. Other Trade's License No. 1. Location of land on which propose ork will bed e: House Number Street Hamlet .a County Tax Map No. 1000 Section i l be)•® [ 818ck_` C� , b a Lot C)Lp t . r< " 1 .i •{AI's' Subdivisio Ci Filed Map No. Lot (�(� CCo/ 4ti CGVI®�it�e. 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 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work q306 �.^;,� (Description) 4. Estimated Cost «.1,(Topaid on filing this application) 5. If dwelling, number of dwelling units "Number of dwelling'uriitsi o,i/each floor If garage, number of cars - I:i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front J>,�Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of e ire 7ew construction: Front 3 7 r Z L r Rear (L !l = Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11.. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Will lot be re-graded? YES �'�TO Will excess fill be removed from premises? YES NO AIA-Inff DD09 14. Names of Owner of premise3 a lLC AddresPhone No .m Name of Architect Address I c, d,' y-Phone No 43t 0 Ll --3 Name of Contractor EQ^g a, ��,, S n eA- Address Phone No. 15 a. is this property within 100 feet of a tidal wetland or a freshwater wetland? `YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES _ NO�� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES "' NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: - COUNTY 061 11l Ct A being duly sworn,deposes and says that(s)he is the applicant -(Name of individual signing contract)above named, (S)He is the (Con ctor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowled-22 and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `1 h day of 20 -1&,4 A'-P-4 Agy-k SHERRY )NE Notary I blid NOTARY PUBLIC,STATE OF NEW YO Str at r o pplicant Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD NOV 2 2 2019Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 • p� _=Telephone (631) 765-1802 - FAX (631) 765-9502 roper.richert(�town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - Hike- Date: - Company Name: Name: License No.: 1P.0 P email: Address: eo .Ax ll le Phone No.: • -116) 69 400 — S-86 i JOB SITE INFORMATION: (All Inf'oorrlma7,1�;k Required) Name: 1� d Address: 2l Zq1%5.7 Cross Street: MJ I Phone No.: 6;ZZ6 Bldg.Permit#: email: a6d-4 q q p Tax Map District: 1000 Section: /04- ® f Block: 1. 06 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y 7 NO Rough In Final Do you need a Temp Certificate?: /YEV NO Issued On Temp Information: (All information are uired). S 1 Ph 3 Ph Size: l � A #Meters Old Meter# pI Servic Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead $New Underground Lateral 1 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PDQ 11-94--10 Request for Inspection FormAs Re n 0/��� Jarski, John From: Henry Alia <teama1ia65@gmai1.com> Sent: Monday,June 22, 2020 9:44 AM To: Jarski,John Subject: Fwd: Harvest Pointe -tempered window sashes FYI Andersen van due in 7/15 Sent from my iPhone Begin forwarded message: From: Laura Duncan<lduncan@florencecorp.com> Date: June 11, 2020 at 11:14:54 AM EDT To: Henry Alia<teamalia65@gmail.com> Cc: Greg Barnych<gjbarnych@florencecorp.com> Subject: RE: Harvest Pointe - tempered window sashes This occurred because the original quote had become outdated in Andersen's program so I had to reenter all of them and must've not noticed the tempered on that. That being said, I will go ahead and order these. Time frame will be 3-4 weeks as per usual manufacturing lead time. Just a question, isn't the shell inspected before other work begins? A lot of these units delivered in Oct of last year. Had I know earlier, I would've changed the mistake in time to minimize the error. Laura Duncan Window Purchaser mailto:lduncan@florencecorp.com 0: (631)758-4800 Ext. 410 http://www.florencecorp.com 643 Long Island Ave, Medford,NY 11763 Huntington• Medford• E. Quogue • Mattituck• Amagansett J-----Original Message----- 1 ' From: Henry Alia [mailto:teamalia65@gmail.com] Sent: Thursday, June 11, 2020 10:52 AM To: Laura Duncan<lduncan@florencecorp.com> Subject: Harvest Pointe-tempered window sashes Hi Laura, I hope all is well. I will need thirty (30) lower sashes for the 2450-3 master bath window. It appears they were all delivered not tempered and should have been as per quote#13162. 1 How quickly can you get to me as c of o's may be held up due to this. Thank you Henry Sent from my Whone ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 •^sky _.` a -� LA 37.3' •� =gyp-) bP x9' FLUSH CURB ._ RD WITH PAVERS _.,�.s .i•_.x - __ WIM 40' • e, .E`�'ra--'�_.,.��-�� �- -�-Wit..,:-�' ,��. ;ten ���• �„k � �cam_:'-t r�Cto.- 'fi• '- HYD' `_'`s- �,y►� RD LA 119 120 A A 75' BUILDING SETBACK of irrco NG- PIPE SHALL BE-15- -CPP"WITHA-5LOPL �i—of - - ---- __ _._ _ STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NO OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I :ONNECTIONS TO BE 4" DR-18 WITH WNIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6'" DR-18 PVC OR CAST IRON WITH A ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH rOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1%• TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. WATER MAIN TO BE 10" WITH 6" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". 6 COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT t MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. ' • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&C AND JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC 0 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN rER/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 DIET DURING CONSTRUCTION. SAMPLES, COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF IES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage Area Unit NumbersArea (SF) (SF) Total (SF) les Pointe at i 1 77-124 1,999 486 2,485 Cutch® u e 11,3,8,10,12,14, �U�Ch®gl,I�, ��� �®PIC 21,23,26,27,29, 31,33,36,39,41,45 1,599 363 1,962 Town Of Southold 6,47,49,50,52,541 , 58, 59,68, 72, 76 No. Revision Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL I 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1599363 1,962 11 SCDH REVISIONS 4/22/17 AVL X0,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN" 4/6/17 AVL )7,60,62,64,66,70, '. =, - _-73;74,75 -----3/27/17- -----AVL t 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, 9 15 9 _ 1 979 Pas192��:bY�-�;u��� ed'6Ys�%=�>.,,, ..., '61,63,65,67,69,71 380 ;. .�. Mie P i dd,c.,="e5'+" 3a� �.rr�7:< tia;:'^',!y°➢'".6�Y,Y� .-"v;- •'p.- t•a;�:. v.' 1f.Y..,vga�h� �c���.'� sa'��'>m`ti�z;c�rK.•;���..�.,�n"s?,:�.,, ^.�.- ,;,`:,.�`ti.. M; '�r' ?-,x',�;S.^ •w,;,:ey 15,16,17,18 1,999 408 2,407 issued for Date a July 10, 2015 N/A 6,188 N/A 6,188 SCTM: 1®0®-1®2-®1-33®3 a • er SC®HSA r®val a - SUFFOLI',%;OU DEPARTMIENT OF HI".�.TH SERVICES PERWiff FOR APPROVAL OF CONSTRUCT90H TOR A SIMM PSV RESIDEMCE CI4LV ,°�AA {�I,,�pgg pp��[ pp�y��p+p 1Z/p-t"7 X L155 = -, APPROVED Drawing Number FOR MAXIMUM OF ,�,pF N PiRES THREE YEARS FROM DATE OF APPROVALyob �..�. 0 I r Sheet of I+tet m2N G 9 2 Project Number 29305.00 SC®HS Reference # C10®06-0013 i i NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE x1 NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, �Oe PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, NQ Ilk PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED Ny o (� ` PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF v• AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH OA OG ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY 0 0 $ ' �J c NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED"RECORDED EASEMENTS is 2j GA2 ^O� // G� O�jJ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREP CONDITIONS MAPPINGED GROUND INCLUDING BUT NOT LIMITED TO WETLANDS.WATERCOURSES, �iSOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 0 0 " OTHER THAN VISIBLE PERMANENT STRUCTURES � COPYRIGHTp NELSON&POPE,ENGINEERS AND SURVEYORS ALLRIGHTS �9. RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, 7 �p pa I RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N- �F` /Q IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN c?0 �� PERMISSION OF THE SURVEYOR •2 J s ry$h 1,,0 oG 2� Z 2 a� � , , � ^ SEP 2 0 2019 �� . mss �' iD- b CD 4 c:) _ S fi A_• X31,,.'L.I h i %.� j- o C 6 ca-7'on 6/:::� R=275.00' 167.99'(ACTUAL) N L=77.85' S52°55'20"W _ r 0 OR DpL�v = LU I It r S 40°52'38" E �. I TOWN OF �� 25.43' N 'i °' SOUTHOLD n "A S52055'20"W rn 19.37' I o °Sn213 y®� Z W 08-16-2019 FOUNDATION LOCATION �� ���� U- SCHOOL HOUSE FOUNDATION AS-CONS RICICTED FOR I— UNITS 121-122 UNIT DESIGNATION MAP OF LANE HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 61&62 NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 g E .� PHONE(631)427-5665 FAX(631)427-5620 Fp WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026 S SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 ' DATE: 08-20-19 PROJECT NO.: 00O 1`10' I T- - 4� Z� NOTES- THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE Xx PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE •O I NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, NCO PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 0�9tp nG�� PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF v� AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �10 0, �, `��� C ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION TH O AO a 1 ` An A II ll COPIES OF IS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED TSEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY Q 2�0 V JJ 1, 06 NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 7s' ?i�� �/ '�• �A ���"j Oj� OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED ` , PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, yD 7 �}T' .)OrO ,^ DL SOIL CONDITIONS.VEGETATION.TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS `�/} q OTHER THAN VISIBLE PERMANENT STRUCTURES s o 7� COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS nj• �Gj tz RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING�p ANY OTHER MEANS,OR STORED,PROCESSED TRANSMITTED�' ry0• ,vCO IN OR BY ANY COMMWRITTEN OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN PERMISSION OF THE SURVEYOR ^� n� o� 0 o Q 0 X017° O7 Q> 6176'O �T QG2 .'p �o �os� R jy '7o �= o' so, a 0 F- w 1 U c:)Q I tel' I cf) R=275.00' 167.99' (ACTUAL) N L=77.85' r' - - ,� I S52°55'20"W Uj W PTE Op co I o• I N 0 TOWN OF �, �.', ti= _ o�Y S 40°52'38" E cp Q 01 NOV _ 4 2019 0 25.43' N M O' SOUTHOLD �' 0 cl) �e S52°55'20"W m ?-'j-. - � � o 7z 19.37' 3 ^� I q — — ell X213 0� 08-16-2019 FOUNDATION LOCATION �� u- w FOUNDATION AS-�O R kt—RYe"f ED FOR Rof SCHOOL HOUSE UNITS 121-122 UNIT DESIGNATION MAP OF 5 U) :LANE HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 61&62 ( NELSON & POPE i f ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS000026 I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: OB-20-19 PROJECT NO.: 00026 I i I I O1 NOTES. ® -Y THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, T- PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, / PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY (�^ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 5 O THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH 1 8 1>> A PO ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION T3 A9 '9` \ (� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED Q6 �JO ','QO �'Q a� �� \G�� q SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY "! /v NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS CIA O n OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED O° O c��Q3 is 0.4% A // C !, Z(� C D;0_ �' PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE "! r1 ,(� -[� �` CONDITIONS IF ANY.INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, O �� ' G2 C9� Q� RES p �\ ��Y� \" SOIL OTHER CONDITIONS,HAN VISIBLE PER TION,TREES,PATHS, DEBRIS OR ANY OTHER CONDITIONS C'02�0'0 \apo �\ 6 y(L A 0 / COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS ,O Z�, a' v�\cep,LQ• 0p- \ CIG •� •0 ` RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, d: \\ BOO QP�G� .P j LA RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED A , \ IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN S lb \ O C �p 5 g eO PERMISSION OF THE SURVEYOR � o p`'� ��� 'per ryo5 00 \ On�F�s� ,yoFc°moi N o dl 00, olP iP, o�; O'om�5�9 s G2c��`•�.`\Q��'P 0O rp%lsll �0� ro C� � �1,\; jO 60, 61 *0' ' S cP 6"cS 0101 106 �d) X20 �37 �a R CIO 0 o cb, Q I O F U I �'� 0, DAV/ p �® O f� I I' 6as9e O M d �D I 07 o° R=275.00' 167.99' (ACTUAL) N `�� I F w� �a L=77.85' •0,5021 �kr �� � :'t I- S52°55'20"W � N � o 0 � C) � to I LO ✓ S 40052'38" E � N � II rn �� 27.03 �, TOWN OF --t I j S52°55'20"W rn I SOUTHOLD I 19.24' 06-14-2019 FOUNDATION LOCATION 10-17-2019 SANITARY AS-BUILT FIN L URVEY FOR S UNITS 121 q f— 01-29-2020 DRAINAGE ADDED -UNIT DESIGNATION MAP OF K w HARVEST POINTE CONDOMINIUM 1 u- R' SCHOOL HOUSE o2-13-2020 FINAL SURVEY FILE NO.:471 FILED January 09, 2018 Q� LANE SITUATED AT AN CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 61&62 - NELSON & POPE T' ENGINEERS & SURVEYORS ;. 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 ( PHONE(631)427-5665 FAX(631)427-5620 L WWW.NELSONPOPE.COM DRAWN BY: NP CADD NO.;INDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 02-18-2020 PROJECT NO.: 00026 ill=30' JI NOTES V THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION `\ IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, z, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY \ PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF \` v•/_ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION N 3� •(�G� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY �q\� y-Y, NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 01G A OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED � AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 1h \O G PLAN DATED 7/21/16 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED __ TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS _ _"�-�'•'- — - ._.�,.,. --- = THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP '9L �Y.dl•I'®L -Ci�Uy C•_+`��A+- 7�./i , �-•�' Y •ry'�� CONSULT WITH FURTHER DESIGN THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR �• r o \� � F �.-, �:,iTi C?�i� l'TE-i��k�'v6G� 9TS of jyL q O�Q O9 2O sJ 0Q ` \ �ly F2 A6�PQl�R �a'(;i���S•T��({�T �((�OI=S OPREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE y4 G��qs� 0 �0 $• �1 / \ I `� ��11 R {p p �o p_�v p� p��� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, "' / \ \,p� b"IAO �vT SIItIGLfi I'AEIIIILY RESIDENCE L_ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS bM1 OTHER THAN VISIBLE PERMANENT STRUCTURES Ir.�J O u�. O / G� O p H.S. -p �j ni a is G 1 � A� 9 �•>> G "'�� ®�14� HRef.No.R I o r I 0 -0 �7�/_ COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS L) SQ�� Gp > v����G y�\ �9G1 �� / \O,fp \ \2 O� RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, `` RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITIED Oq $ ,C1 The she disposal and Water suPpiy facilities at this IccaUsn h2ve',nn IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN s&� ��<`'p�s S SQA \p \\G" 0\'eo -/"� �I,nsspec;.teyd,,and/or certified by this Department other agencies and found to PERMISSION OF THE SURVEYOR �p -[� tjt Ftr ea%sta'.�FOR A I���� IVf # BEDROO �"- ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY.NOT LOCATED,NOT �p A 9\c\L\ d srlowN O� ryQ• �� �` ALL SANITARY PIPING 4'SDR35,TYPICAL I;1/ (�......,: �Jv�y ti� / raid I...,-I ,, Chief CA s o ayL 5 �` ° ' F OfflC f s. ;- „ y A SANITARY SYSTEM AS-BUILT TABLE �sL STRUCTURE NAME I TIE A TIE B `€' s o o �Q ��.,A�0 �o �Q(G� \F�� UNITS#121-122 ST-1 61.9' 17.8' ass „s> s G2,O,L`0��� ag ST-2 8 5' 20.9' S 01P 'AN 2 2020 5,1 SUFF. CO. 0 OFFICE OiC G .so�yc 06-14-2019 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED SURVEY FOR 10-17-2019 SANITARY AS-BUILT UNITS 121-122 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.0 T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 61&62 NELSON & POPE f `� ENGINEERS & SURVEYORS HEALTH DEPARTMENT REFRENCE NUMBERS &AREA'S -� _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 UN IT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA __' '.` ` PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM 121 R10-17-0175 1,999 S.F. 486 S.F 2,485 S.F. DRAWN BY: NP CADD No.: 00026 122 R10-17-0176 1,999 S.F. 486 S.F 2,485 S.F. 00026_1 SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 10-2349 PROJECT NO.: 00026 ill=30' It n t DO NOT PROCEED WITH FRAL41NG UNTIL SURVEI( Fire separation FOUNDATION LOCATION HAS BEEid APPROVED. required as per NYS Code APPROVED AS NOTED )) 1 DATE: B.P.# k+ 4337tr-7 Blot"der(door FEE:)1 ' a°s7a BY: and ductwork NOTIFY BUILDING DEPARTMENT AT testing required. 765-1802 8 AM TO d 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. AN exterior lighting ALL CONSTRUCTION SHALL MEET THE Installed,replaced or REQUIREMENTS OF THE CODES OF NEW shall conform YORK STATE. NOT RESPONSIBLE FOR repaired DESIGN OR CONSTRUCTION ERRORS. to Chapter 172 of the Town Code COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF TRUSS PLACARDIN3 R-7QUIR21D SOUTHOL=0� LANNING BOARD TEES PLUMBER GET iTIi-i<< ON LEAD CONTENT bL i CERTIFICATE OF OCCUPAN- . SOLDER USED IN WATER OCCUPANCY OR SUPPLY SYSTEM CANNOT USE IS UNLAWFUL EXCEED 2110 OF 1% LEAD. WITHOUT CERTIFICATE OF OCCUPANCY `P UMBING ALL"ALUMBING WASTE ;�$VATER LINES NEED FCTIONS ARE REQUIRED lr�il_ 1G BEFORE COVERiIN .+:s E;noneering at 765-1560 before :,R Provide Engineer's Certification ,)at the drainage has been installed to Code. P R I 0 F rICF VYITH THESE APPLICABLE CODES: 8302.12 Draftsto in . In combustible construction where there is usable space both above and below the concealed space of a 915.2.3.1.1.1 A carbon monoxide alarm shall be provid��cRgne� 46sto�a�gn iBB a sleeping area, within 15 feet of the sleeping area. More TABLE 8405.1 n rA YORK STATE U IFOR CODE floor-ceillin g assembl , draftsto s shall be installed so that the area of the concealed space does not exceed 1,000 square feet. a e rbo mon xid Qo m s all be ,�roy e whee ry t ss re # t no Slee n e s c to ore than Properties of Soil Classified According to the Unified Soil Classification, System ��a Z S 2017 N N 9 Y P R316.1 n f e Igo Is o s efi L�i , n It �t�r' n t eS m%et$Fi Ig, d8Si %I, $ Irc�a�lon, consQr<uPti�rS �n�ins al�ailor�o fobm C ' 2017 N YORK STATE CODE Sl1PPLE�IENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2D17) Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floors av{ ror>� b �arBOnoi�S�Cl�e a�arrft.y 9 PP UNIFIED SOIL VOLUME W astl ma is s, SOIL CLASSIFICATION 2017 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following b2 .1.1.2 a��r nar��n$enefi ��i�r,sh�alcgg� o�i��dco°IDitair�c�r o �oamatp on#sing rbo no id s rc SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2017 N YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FOR�ERLY KNOWN AS THE 2016 NYSECCC, REVISED AUGUST circumstances: tic irlsu9ai$n c�rt��oar lasti� I�i'sulatio componentsf,delivered GRouP SYSTEM o 9 .2. .3 dt �o�fg�4�faawg��}g�hen� lll�fng , p{ ,,biftB ,�vh � gcp�tgiRaRury�ac'fGr�r'gr�na> ptrPf �Ir�Ft1C ��StSK�, Pb8l1L� in One SYMBOL CHARACTERISTICS POTENTWL EXPANSION U 2016, EFFECTIVE OCTOBER 31, i!017) 2. Floor framing is constructed of truss-type open-web or perforated members. Rrerifi€frdbtRfntbAdfg46P fi9ttWPLWdMerQrq'b %e'i r4dr?e ( RhehWMt D� �ff14.cgnroly RvftA, t u &3 uiR�nt�1d (3) are not covered by GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U o R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. 1 c 2 LITTLE OR NO FINES GOOD Low Low O �J 6 2016 NYSRC (2015 IRC 2ND PRINTING) 8316.4 Cf ftrh4bl �br�hi2er3 Utile g Jt i r�js a Ic3wed in Section 8316.5, foam p►antic shall be separated from the interior of a building by GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD LOW LOW Z V 8- _� 2016 NYSEC (2016 IECC 2ND PRINTING) aA5.2.3.3.1 &@@ pT4r �fugtjt }#'r Wn*tjq*A Qf1a14r1/¢f1:I�6hJQJ Ohn1w@K%rd. LITTLE OR NO FINES ^ , .r- 8302.13 Fire rotection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be R316.5.3 Attics. The thermal barrier s ecified in Section R 316.4 is not re uired where all of the followin a I GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, O W N o TITLE 19 NYCRR PARTS 1220 T}TROUGH 1228, 1240, 1264 AND 1266 AND PART 300 P P g 9 PP Y' SECTION 8101 provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside 1. Attic access is required by Section 8807.1. LITTLE oR No FINES GooD Low Low L- o ��. � of the floor framin member. SP POORLY GRADED SANDS, OR GRAVELLY SANDS, ~ U G000 LOW LOW U •+� 9 2. The space is entered only for purposes of repairs or maintenance. LITTLE oR No FINEs ■� 0 > - - Exceptions: 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES D MEDIUM Low W N is o e for One and Two Famil Owellin s shall a I to the construction, alteration, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low F- .- (nN} R101.2 The rovisions of the International Residential Cod Y 9 PPY P movement, enlar ement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and 8316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed, in the Gc CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low N�Z - 9 two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section 8303 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: it accesso structures not more than three stories above grade plane in height. sO CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low U x c at and the Li ht, Ventilation and Heatin i �� - O, 9 9 1. The thickness of the foam plastic shall be not more than 3Y inch. R303.1 Habitable rooms. Habitable rooms shall have an a re ate lazin area of not less than 8 ercent of the floor area of such ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U Q w rt gg g g g P 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low _ r- `� 00 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 rooms. 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or GROUP 2 SLIGHT PLASTICITY ❑ r , M c0 the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, V 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM (D M R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to ventilation system is installed in accordance with Section M1507. Section R317 Protection of Wood and Wood-Based Products Against Decay aAYs To Low ±! location on ro ert , the building official shall require an inspection of such construction after lathing or gypsum board or gypsum 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. a' ane) rodu is areyin lace, but before an laster is a lied, or before board or ane) oints and fasteners are to ed and of roducin an averse illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the P p p y p pp P 1 P P 9 9 ( ) 9 Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends 8404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the finished. floor level. wrapped with aluminum flashing. foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been i n documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light 8109.1.6.1 Elevato use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. preservative and end use. height cf fill exceeds 4 feet. Section 8305 R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section 8405 Foundation Drainage Z rdance with AWPA M4. acco 8405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 8202 Definitions: O ous Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or F- Contmu g n the interior or exterior or is inte ral to an o a ue surface of the building R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-O" in habitable rooms. Minimum ceiling heights of 6'-8" in bathrooms, toilet washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity U fasteners and service openings. It is installed o 9 Y P g 9 9 9 envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven or mechanical means into an approved drainage system. � Mezzanine: An intermediate level or levels between the floor and ceiling of any story. Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. Exceptio : A drainage system is not required where the foundation is installed on well drained ground or sand gravel W Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. the ultimate design wind speed (Vult) is 130 mph or greater. not less than 30 inches by 30 inches at the showerhead. R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible U) 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 6 and placed in a position that is visible from the street or road fronting the property. Address identification characters shall Section 8406 Foundation Waterproofing and Dompproofing O 301.1 the followin standards are ermitted subject to the feet 4 inches of the finished floor. contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled R406.1 Concrete and masonry foundation dompproofing. Except where required to be waterproofed, foundation walls that retain U 8301.1.1 Alternative provisions. As an alternative to the requirements in Section R 9 p 1 8308.4.7 shall be considered to be s ecific hazardous out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required earth arc! enclose interiors aces and floors below rade shall be dam roofed f om the hi her of a the to o the W limitations of this code and the limitations therein. Where engineered design pis used in conjunction with these standards, the 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through p g pp f design shall comply with tfte International Building Code. locations for the purposes of glazing. P by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. r 9 ( ) P O 8308.4.2 Glazin Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing er (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. 1 /1 LL_ u � 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 9 or other sign or means shall be used to identify the structure. Address identification shall be maintained. hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. 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 O m otherwise conventional construction contains structural elements exceeding the limits of Section 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. Section 8321 Elevators and Platform Lifts one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z 8301.1.3 Engineered design. Where a building I is on a wall er endicular to the lane of the door in a closed osition and within 24 inches of the hinge seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same t e of 8301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice 2. Where the gazing p p p P The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall side of an in-swinging door. R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall soil as was removed during excavation. YP ❑ be com atible with the performance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the comply with ASME A17.1/CSA B44. P w I m I with ASME A18.1. Building Code is permitted for buildings and structures, and parts thereof, included in the scope of this code. plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a Re 321.2 Platform Lifts. Where provided, platform lifts shal co p y 8408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a hazardous location. class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using Exceptions: Section R322 Flood Resistant Construction Install vents within 3 feet of each corner of foundation. the ultimate design wind speed in Table R301.2(1) as determined from Figure R301.2(4)A. 2. Glazing 36 inches or more measured horizontally from the walking surface. 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 R408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section R310 Emergency Escape and Rescue Openings structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. �� UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with Wind Desi n SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean the most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be 8502.2.2 Blocking and subflooring. Blocking for fastening panel edges ti fixtures shall bf a minimum of utility grade lumber. GROUND 9 SEISMIC FLOOD EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION 8310. (Egress window & window well) Subfloorirg shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. SNOW T oro hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual designed and constructed in accordance with ASCE 24. SPEED ff g p P TERMITE DECAY HAZARDS OAD cts CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp 8310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue n , R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to 1"x'1 w L (mph) Effe Wind boLlrne F- Re Ion Dettris opening. unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. W g 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. such enclosure is not built so as to render the building or structure in violation of this section. 8502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less W zone The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on masonry or concrete except where supported by the use of approved joist hangers. 0 MODERATE SLIGHT TO t0 air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or R502.7 Lateral restraint at supports. Joists shall be supported loterally at ends by full depth solid blocking or by attachment to m 20 130 NO (B) SEVERE 36" 70 HEAVY MODERATE Degrees Yes X 1500 8310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not r ^ more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in accordance above the elevation required in Section R322.2 or R322.3. band or rim joist. v J 4 Ex osure cats o . with Section R310.2.3. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ [-j__] 8301.2.1. P 9 rY lose) s aced obstructions havin the 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width lumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section 8322.2 or glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the O 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous c y p 9 of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully P size of sin le family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8322.3 provided that they are designed and installed to prevent water from entering or accumulating within the components and 9 manufacturer's recommendations or as shown on these drawings. i ht less than 30 feet extendin more than 1500 feet. opened. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a 2. Exposure C. Open terrain with scattered obstructions having a he g g r s land. R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the re istered truss desi n rofessional where re uired b the statues of the jurisdiction in which the project is to be Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and g a s 9 9 P g Y 1 „� water for a distance of not less tan 5000 feet. or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. constructed. r , 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open inches, shall ro'ect not less than 3 inches from the wall and shall be s aced not more than 18 inches on center vertical) for V Exposure D extends downwind 600 feet from the unobstructed area. P f P Y R 322.1,7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to the full height of the window well. minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. 8310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Section R506 Concrete Floors (On Ground) =) 8301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the b Section R405.1 orb an a roved alternative method. 8506.1 Concrete slab on rades to be min 3-1 2 inches thick. Q I 602.3 5 . Individual walls or wall studs shall be ermitted to Y y PP coverings below the elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to g / laterally unsupported bearing wall stud height permitted by Tab e R O P Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture n n ineered desi n P 9 Y g 9 the provisions of FEMA TB-2. 8506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, grovel, crushed stone, crushed concrete or crushed � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. A e g 9 s ils in accordance with the United Soil Classification S stem, Grou I soils, as detailed in Table R405.1. r a below desi n flood elevation. Enclosed areas includin crawls aces, that are below the desi n flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. o Y P R 322.2.2 Enclosed a e I* ) shall be provided for the wall or wall framing members where the limits of Chapter 6 are exceeded. Where the story height limits 9 9 P g Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils � v of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in R311.6 Hallways: min. 36" clear width. shall: Z 8311.7 Stairways classified as Group I according to the United Soil Classification System in accordance with Table 8405.1. accordance with the International Building Code. 1. Be used solely for parking of vehicles, building access or storage. W 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 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section 8322.2.2.1: R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches Z_ 1 inches on either side of the stairwa and the clear width of al net area of o enin s shall be not less than 1 s uare inch for each s uare foot of enclosed area where the shall be placed between the concrete floor slab and the base course or the prepared subgrode where no base course � 8302.2 Townhouses. Common vallis separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, required headroom height. Handrails shall not project more than 4 /z t Y 2.1 The tot P g g g exists. Th,, vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. U Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts the stairway at and below the handrail height, including treads and landings, shall be not less than 31 /z inches where a handrail enclosed area is measured on the exterior of the enclosure walls. O or vents in the cavity of the common wall. The wall shall be rated for fire exposure from both sides and shall extend to and be is installed on one side of 27 inches where handrails are provided on both sides. R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: ti ht a ainst exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one Section 8602 Wood Wall Framing 9 g R602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section 8311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings. enclosed area below the design flood elevation, each area shall have openings. 9 \ P ( ) 9 R302.4. R311.7.5.1 Risers. The riser hei ht shall be not more than 8 1 4 er su lement. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the R602.3(4 Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 1. Where a fire sprinkler :system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 9 / P PP 8311.7.5.2 Treads. The tread de th shall be not less than 9 inches er su lement. finished exterior grade immediately under each opening. 8602.3(3). fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. P P PP 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 % inches shall be provided on stairways with solid 3. Openings shall f permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this section. TABLE R602.3(� FASTENING SCHEDULE 2-hour-resistance-rated wall assembl tested in accordance with ASTM E 119 or UL 263. risers. Y R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. . TABLE R302.1(1) 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. DISCRIPTION S NING a,b,c,d L E EXTERIOR WALLS 8311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 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 structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade 1. BLOCKING BEiiiEEN JOISTS OR RAFTERS TO TOP PLATE THREE SD COMMON. TOE NAIL MINIMUM MINIMUM FIRE Exceptions: beams and bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Hondrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL W � � , FIRE-RESISTANCE RATED 1 HOUR <5 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o N a� � N WALLS >_5 feet ¢ N N r; N NOT FIRE-RESISTANCE RATED and the walkline radius is not greater than 24} inches. Each tread shall have a depth of not less than Q inches at the walkline. coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. OVER PARTITIONS PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less than 6 feet 6 inches. 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE 8802.5.1(9) FACE NAIL TABLE R302.t(2) R 311.8 Ramps. Section R325 Mezzanines 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 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 R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. MINIMUM MINIMUM FIRE in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal 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 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, romps shall have a slope of not room or space in which they are located. The enclosed portion of a room shall not be included in o determination of the 7, ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. TOE NAIL FlRE-RESISTANCE RATED t HouR 0 feet more than 1 unit vertical in 8 units horizontal (12.5 percent). floor area of the room in which the mezzanine is located. RAFTERS WALLS NOT FIRE-RESISTANCE RATED 3 feet R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 8311. TWO 16D COMMON. END NAIL not to allow passage of a sphere 4 inches or more in diameter. R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL wows from the foundation to the 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 36 inches in height, columns and posts. 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be contin h f the wall or assembl finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the building, the Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL o o O o 0 0 underside of the roof sheathing, deck or slab. The fere-resistance rating shall extend the full lengt o Y• operable window shall comply with one of the following: 1. Mezzanines or ortions thereof are not re uired to be o en to the room in which they are located, provided that the co � 6 V5 F) U) including wall extensions {through and separating attached enclosed assessor structures. P g P 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL 8302.2.2 Parapets for townhouses. 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area. in its largest opened position. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL � Of � 1. The parapet shall extend not less than 30 inches above the roof surfaces. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24'MIN LAP SPICE EACH SIDE OF JOINT) FACE NAIL 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 ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. located. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o 0 one la er of 5 8 inch T e X sum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control Section 8403 Footings fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls r y / YP 9YP 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-160 AT 16"O.C. FACE NAIL device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area 8401.4.1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, o board is installed directly beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers cls a sand, silt ravel or cls a ravel with a resum tive desi n load bearin value of 2,000 PSF. Do not lace footin s 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL attached to the sides of the roof framing members, for a distance of not less than 4 feet on each side of the wall or walls and of the window unit to less than the area required by Section 8310.2.1. Y Y Y 9 Y Y 9 P P 9 9 P 9 on soil that consists primarily of clay or silt or have any inorganic material or fill. FOUR 8D COMMON. TOE NAIL any openings or penetrations in the roof are not within 4 feet of the common walls. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 3. A arapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section 8313 Automatic Fire Sprinkler Systems 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL p 2. Basement walls ex osed to weather: 3000 sl lus 5 to 7% air entrainment more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment P P P 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. throughout with an automatic sprinkler system. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment P] all be structural) inde endent. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance 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 Z 8302.2.4 Structural independence. Each individual townhouse sh y P with Section P2904 or NFPA 13D. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER � � Exceptions: 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL CL mon walls. 8313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade 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 j. 1. Foundations supporting exterior walls or com shall be a ui ed throw hout with an automatic s rinkler s stem. 5. Townhouses separated by a common wall as provided in Section 830 2.2 Item 1 or 2 g pp g P Y with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J o II and floor assemblies havin 8313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ROOF, AND N,'ALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W � Y 8302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wa g P2904 or NFPA 13D. not less than a t-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with Y2 inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into II and wall assemblies shall extend from the concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. SD COMMON (SUBFLOOR) supports (see note f) W floor/ceiling and wall assemblies shall extend to and be tight against the exterior wa " 0 U p foundation to the underside of the roof sheathing. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of There shall be a minimum of two bolts per plate section and located not more than 12" or less than 3.5 from the end of a. Alf nails ore smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing Z dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas shall each plate section. Plates shall be protected against decay and termites. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d"common nail), O Exceptions: be ermitted to be located such that their deflectors are within 1 inch to 6 inches below the structural members and a 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142 or less. w 1.A fire-resistance rating of 1M hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed P TABLE 8404.1.2(1) maximum distance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically W o in accordance with NFPA 13. R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting joist construction. f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 construction of such assemblies shall have an equal or greater fire-resistance rating. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. Lu 8302.5.1 0 enin Protection. Hone comb-core steel doers not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a Section R314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT Q WALL (FEET) ❑ Q P 9 < Y o habitable s ace: 45 min. fire rated with self - closin device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus W U) self-closing device. Door. from garage Int p 9 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY = r tin the dwellin from the arae shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum W ( �'''J 0 8302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings sepa a g 9 g 9 listed in accordance with UL 2034. of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or I_- V co constructed of a minimurn No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be se orated as re uired b Table 8302.6. Openings in garage walls shall comply R314.3 Location. Smoke alarms shall be installed in the following locations. >8 ONE N0. 4 BAR WITHIN 12 INCHES Of THE TOP OF THE WALL STORY 8302.6 Dwelling-garage fire separation. The garage p q Y AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with () m with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 1. In each sleeping room. not mare than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on shall not apply to garage walls that are perperdicular to the adjacent dwelling unit wall. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. center and 20 feet where spaced at 12 inches on center. 3 w J To late. Wood stud walls hall be ca ed wi Q m board on arae side 1 2 inch t e X sum board on opposite wall side at habitable 4, Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that 8602.3 2 p p s pp th a double top plate installed tt provide overlapping at corners and Z 8302.6 Garage walls: 5/8 inch type X gypsu g 9 / YP 9YP TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls intersections with bearing partitions. End joints in top plates shall be offset not less than) 24 inches. Joints in plates C� o o � areas. contains a bathtub or shower. 8302.6 Garage ceiling: 5/8 type X gypsum board 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent MINIMUM VERTICAL REINFORCEMENT BAR need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the rA .. ..................... .. ... . .. d & Smoke Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than placement of a smoke alarm In a location required by Section R314.3. SIZE AND SPACING (INCHES) width of the studs. W 8302.9 Flame Sprea y 8602.6 Drilling and notching of dimensional lumber to conform to sections 8602.6, 8602.6.1, and figure 8602.6(1). Notching & � 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF ( ED WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bored hole limitations for exterior walls and bearing walls, figure 8602.6(2) Notching and btored hole limitations for interior U G\S 'q�QC R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. (FEET) (FES Do not backfill with any soil containing silt or clay. non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage aind 1.5 inch wide metal tie SOB TC -5, 1. In concealed spaces ctf stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a WALL THICKNESS (INCHES) fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers ��� �� tic�`A �k follows: permanently installed cooking appliance. s ecifications for en ineered roducts. fl ure R602.6.1 � 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking a 10 N P g P ( 9 ) W . z � . appliance. s 7 NR NR NR = l re's � -< 1.2 Horizontally at intervals not exceeding 1D feet t 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in s a 5 ® 41 NR N s at the to and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section 8314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will 10 s s ® 4t 5 ® 22 NR _ ('A ��,- � 3. In concealed spaces between stair stringer P activate all of the alarms In the individual dwellin unit. , Section 8302.7. g NR denotes no reinforcing required. ❑ ��` 4. At openings around vents, pipes, ducts, cab'es and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars %" clear from inside face of walls. The center of bars shall not vary from this by more than � inch. 810 passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section 8315 Carbon Monoxide Alarms �Q requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. JOB N 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. � Z 6 0 2 3 8302.11.1 Fireblocking materials. Except as provided in Section 8302.1, Item 4, fireblocking shall consist of the following materials. 8315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections 8315.2.1 and 8315.2.2. LTl�TIT� l 2 1 MODEL � .1. l 5 , 1. Two-inch nominal lumber. R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the W 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 1. The dwelling unit contains a fuel fired appliance. Q SHEET NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 2. The dwelling unit has an attached garage with an opening that communicates with the dwelling unit. R� 5. One half inch gypsum board. & l 2 2 MODEL A 1 Z 6. One quarter inch cement based millboard. 915.2.3.1 One Family Dwellings. O 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 915.2.3.1.1 Buildings constructed on or after January 1, 2008. W W 0 retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE 8602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the U) TRUSS IDENTIFICATION SIGN /� � Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of the following methods: Z W N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawls pace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ;--q ULTIMATE DESIGN the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation W MINIMUM NAIL PANEL NAIL WIND SPEED v ult P 9 9P 9 P 9 TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING 2. A flashing of an approved elastomeric material. (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less CONSTRUCTION AND OR TIMBER CONSTRUCTION MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 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 WOOD NOMINAL PANEL STUD SPACING WIND EXPOSURE from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. a� SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY N1101.14 (8401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted REFLECTIVE RED p "E� 6 (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. p V RATING (INCHES O.C.) (INCHES O.C.) on a wall in the where the furnace is located, a utility room or an approved location inside the building. 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) #187N Z U 0-^ , 2 e C D TABLE N1102.1.2 (8402.1.2) 3. Other approved materials. O W L_ M rn M 1 75 24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component COMMON Aplastic pan shall not be installed beneath agas-fired water heater. _ 8602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters Or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ~ � 0 > - v PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope U r rn EFLECIIVE � � •c o forces in accordance with accepted engineering practice. R-VALUE U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. RWHITE = N 4 EXCEPT 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " � � ymZ _ CD L_ Q-(n•- rn MARINE U co in R802.11 Rafter or truss uplift force. Section U102 General Definitions 1/4" x c0 For rafters at 16"o/c in 13Omph wind speed. Rcof pitch > 5/12 Exposure B Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2" U Q o MLu C I Span (ft) 12 18 24 28 32 36 42 48 N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE Uplift Force # 117 149 182 203 226 247 281 314 roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such COMPLIANCE WITH 19 NYCRR 1264 F. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to ❑ V M co Increase x1.09 for pitch < .>/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. Section U103 Solar-Ready Zone SIGNS IDEN11FY1NG THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A gRCLE 6 IN 0 m 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. DIAMETER,WITH A STROKE WIDTH OF 1/2*.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE 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 U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. 9 N1102.2.4 (8402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. MATCHING SYSTEM(PMS)X187. P4 LL R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) feet 185.8 m 2 SECTION 1265.4.SIGN OR SYMBOL S s. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of le R1102.1.2 based on the applicable climate zone specified in Chapter 3. three stories or less a height above grade plane and with a total floor area less than or equal to alar square ( ) 8702.4.2 Backer board requirements of Tab pp p p THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED led in accordance with the manufacturer's recommendations. per dwelling shall have asolar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT. IS AFFIXING THE SIGN OR materials listed in Table 8702.4•.2, and instal N1102.2.8 (8402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the TABLE 8702.4.2 subfloor decking. composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials NI 102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall back areas as required by the International Fire Code. TO BE AF ELECTRICAL SERVICE TO THE RESIDENTIAL.STRUCTURE DOES NOT ALLOW THE SIGN T SYMBOL MATERIAL STANDARD down to 10 feet 3048 mm below rade or to the basement floor, whichever is less. Walls associated with unconditioned U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL�AFFIXED TO THE EXTERIOR GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 ( ) 9 equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE GYPSUM PANELS ASTM C 1278 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE ZO FIBER REINFORCED OF OCCUPANCY at A CERTIFICATE COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. construction documents. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole WOOD ROOF TRUSS SPECIFICATIONS: 0 TABLE 8703.8.1 and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in circuit breaker for future solar electric installation and shall be labeled "For Future Solar Electric". The reserved space shall be ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE Allowable Spans for steel lintels supporting masonry veneer accordance with UL 907. TABLE N1102.4.1.1 (R402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. W Air Barrier and Insulation Installation NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES G,G (inches) MOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: L3x3x1/4 6'-O' 1 4'-6" 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply Other outlets. At D (EQUATION 16-8) U L4x3x1/4 B'-o" s'-o" 4'-6" BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. least one receptacle outlet is required for each car space in a garage. D + L (EQUATION 16-9) L6x3.5x5/18 f0'-0" 8'-0" 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) W GAPS IN THE AIR BARRIER SEALED. L6x3.5x1/4 14'-0" 9'-s" �'-o" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + .6W (EQUATION 16-12) LL Ln BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) ♦•-- a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. 0 a ` , J THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z (J c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. cn R703.12 Adhered 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 WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED IN EXPOSURE masonry masonry p y q ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. ❑ T 8703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: w 1. Minimum of 4 inches (102: mm) above the earth DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY 8703.12.2 Flashing at foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 ASCE7-10 , TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED GARAGE AND CANTILEVERED plastic with a minimum vertical attachment flange of 3 1/i inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: ALLOWABLE SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". �4 >-q GARAGE SEPARATION AIR SLI VIDCONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE 8301.5 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) STRUCTURAL MEMBER DEFLECTION NG SHALL BE PROED BETWEEN THE GARAGE AND �IIII and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes rester than 3:12 L 180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RHEEDRYWALI HT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g P g / DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: C 1111% R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting with no finished ceiling attached to rafters construction for the steel angle Shall Consist of not fewer than three 2 inch b 6 inch wood members for wood construction. A SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. y EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION B ALL WIDTH ^ r T , wood member abutting the vertical Wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF Floors and ceilings W brittle finish L/360 3. REQUIRED BEARING WIDTHS. W w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF g / / 4.1. TOP CHORD LIVE LOAD . SNOW LOAD. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. 0 [..� inches, with max 7:12 roof itch. See figures R03.8.2.1 & R703.8.2.2. N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage Exterior walls with plaster or stucco finish L 180 4.3. BOTTOM CHORD LIVE LOAD. 1 feet 8 n P 9 P / 4.4. BOTTOM CHORD DEAD LOAD. r/� V corrosion resistant metal ties embedded in mortar or rout between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m C � . 8703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with 9 L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION, less than 5 8 inch mortar or rout cover to outside face. not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes 4.6. CONTROLLING WIND LOADS. ❑ and extending into the veneer a minimum 1 1/2 inches, with not / 9 w - = d common nail. Airspace= Nominal 1" between sheathing & veneer. EAch recessed luminaires shall be sealed with a gasket or caulk between the 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 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O minimum tie size= 22 US gage. Minimum tie fastener 8 p g seismic provisions of code per R301.2.2 square feet of wall area and shall be spaced not more than 32" on center horizontally and C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple p P ) veneer L 600 6. EACH REACTION FORCE AND DIRECTION. tie shall support not more than 2.67 sq p Lintels supporting mason > �� 24 inches on center vertically. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 1Y / 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at Includes soil classes: GW, GP, 5W, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMETRICALLY P4 other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 R403 NOTE: Soils with clay or cloy and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE BE GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. r section R703.8. Systems ( ) of building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. � v R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. (/j WIDONIAp(11 IX #XKSC tRF=VN80RCES IN THE TRUSS MEMBERS. I- ` not be less than 3/16 inch in diameter. Weephofes shall be located immediately above the flashing. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall TABLE R301.2(2) WDO8EQdMWTftJWMESTJA[EU8S MM8RHDBWIN01E=I 10I#ENG LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF < disposal be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at Door And Window Required Design Loads: THE INTERNATIONAL BUILDING CODE. R801.3 Roof drainage. All dwellings shall have a controlled method of water p osal from roofs that will collect and discharge 9 roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain All exterior windows and doors shall meet minimum wind pressures (n drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer in pounds per square foot for 30 foot mean roof height, F_ U 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: Z R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) W R802.3 Framing details. Rafters shall be framed not more than 1 1h inches (38 mm) offset from each other to ridge board or directlyN1103.1.2 (8403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe 130 MPH ULTIMATE 140 MPH ULTIMATE D + L EQUATION 16-9 2 opposite from each other with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. and not less in depth than the cut end of the rafter. At valleys and hips there shall be a valley or hip rafter not less than 2 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 = LIVE LOAD, inch (51mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supportedN1103.3.1 (8403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and (76.2 mm) in diameter and greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF roof pitch ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. portions of the building shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 50 S.F. +16.3 -20.0 +19.0/-23.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 where less than 3 inches (76.2 mm) in diameter. F 100 S.F. +15.5/-19.0 +18.0/-22. designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 8802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either adjustment coefficient in Table 8301.2(3). DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Plus sign signifies pressures acting toward the building surfaces. recommendations or where the effects of such alterations are specifically considered. Constructions Codes, as applicable. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be Exceptions: supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. 4.1. TOP CHORD LIVE LSNOW LOAD. L 4.2. TOP CHORD DEAD LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall 4.3. BOTTOM CHORD LIVE LOAD. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O" and doubled over 4'-0" unless otherwise noted on plan. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and 4.4. BOTTOM CHORD DEAD LOAD. n_ G° ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Q N N h N Connect with tecos for headier joist spans of 6'-C" and greater. button-lock types. 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. installed, in shall not block the free flow of air. Not less N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents are D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS and at the location of the vent. N1103.4 (8403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'17 (41'C) A.F.F. ABOVE FINISH FLOOR DTT. REINF. REINFORCING REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR than a 1 inch space shall be provided between the insulation and the roof sheathing DETAIL LT. LIGHT EXCEPT WHERE SYMMETRICALLY or below 55'17 (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). ADJ. ADJACENT/ADJUSTABLE RNG RANGE Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance A.F.T. ABOVE FINISH TREAD EA. EACH L� LOUVER LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATE. Section R807 Attic Access with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a methodologies. ALUM. ALUMINUM R. RISER ANCH. ANCHOR EIEC. ELECTRICAL MAS. MASONRY 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 < ANGLE ELEV. ELEVATION ROUND 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. MAT. MATERIAL RND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. be measured from the top of the ceiling framing members to the underside of the roof framing members. ( ) ( ) Y ARCH. ARCHITECTURAL EQ. EQUAL S.C. SAWCUT International Mechanical Code as amended), the 2015 Intemational Residential Code as amended , or the New York Cit MAX. MAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have ® AT EQUIP EQUIPMENT MEC MEDIUM DENSITY OVERLAY SHLF SCHEMATIC 9 automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING Z Z Z Z Z Z hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 MECH. MECHANICAL SHEET ASSEMBLY, DIRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL 0 0 0 0 0 0 inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the BD. BOARD EXT. EXTERIOR MIN. MINIMUM SIM. attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing BLDG. BUILDING EACH END SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING �_ �_ �_ _� �_ Section N1104 (R404) Electrical Power and Lighting Systems STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: > > > > > W LU Lu ui members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. M.O. MASONRY OPENING S.S. _ N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall BM BEAM MIL. METAL SIL. STEEL FRAMING � W W W � � be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BTM BOTTOM F/C FLOOR COVERING CHANGE STRUCTURAL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. Section R902 Fire Classification BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT STRUCT. 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 lamps. Exception: Low voltage lighting. SUSP. SUSPENSION BRG. BEARING EDN. FOUNDATION (NTS) NOT TO SCALE SGD TYPICAL ROOF & FLOOR TRUSS NOTES: roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BRK BRICK FLR. FLOOR SLIDING GLASS DOOR LO o C roofing required b this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUIFACTURE OF N feet (914 mm) from a lot line. Class A, B and g q Y M1305.1 A liances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and O.C. ON CENTER UL 790 or STM E 108. PP P P P PP P P �• CENTER LINE F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHAL'.L BE PREPARED AND STAMPED BY replacement without removing permanent construction, other appliances, or an other piping or ducts not connected to the OPER. OPERATOR voltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the P 9 P PP• Y P P 9 •d C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPNG. NG T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. R 902.4 Rooftop mounted photo p P B or C appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide C.J. CONTROL JOINT FT. FOOT FEET OPENING TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID roof covering shall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, / in jurisdictions designated b law as re uirIn their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service on appliance. COL COLUMN FTG FOOTING OPT, OPTIONAL TFW TOP OF FOUNDATION WALL FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. photovoltaic panels and modules shall be installedI 9 Y q 9 O.S.B. ORIENTED STRAND BOARD Typ * F- m from a lot line. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large CONC. CONCRETE GA TYPICAL TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS Z W the roof is less than 3 feet (914 m ) GAUGE R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the enough to allow removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and COND. CONDITION OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN W GALV. GALVANIZED TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. CONT. CONTINUOUS G C. GENERAL CONTRACTOR 1/R ONE ROD TR TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CLF-I 0 ONE SHELF TRPL �. water shield) shall be installed per manufacturers specifications, to maintain product warranty. Carry down front of fascia, M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONST. CONSTRUCTION GEN. GENERAL PC CONNECTED WOOD TRUSSES. O O m R 905.1.2 mi ice barrier/ P than 18 inches 457 mm above the floor in garages. CTSK. COUNTERSUNK PC POURED CONCRETE C.O. CASED OPENING GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA -� p min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit ( 9 9 / G.L. GLUE LAM REGISTERED DESIGN PROFESSIONAL. or higher. Ice protection requirements per table 8301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes 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 PBD. PARTICLE BOARD ; WHEN NOT ALI6NED WITH RAFTER, Cn ^ , CONNECT KING 5TUD5 TO TOP PLATE I- W 65-20 X It MR ROOF FRAMIN6 WRAP 1-1/4"1(1 6ALV.COIL 5TRAP Z ATTACH TO EACH PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb W E 65-20 X 24"MR OF OPPOSN6 RAfT6<5 GRIPPLE 5TUD5 U ATTACK TO EACH PAR 2x AGQ LEDI W/2-3/8"x5" LAO DBL TOP PLATE lb"O.G. U ai OF 6PP051N0 RAFTERS R001' RAII BOLTS Hai 1611 Or, INTO STUDS ;4 ROGP RAFTER, 61ME RAN y 51E PLN! 2X BLOCKING l V p V ani 51MP50N STRONG-TIE A55 ® EVERY RR AT 2 END BAYS 2X4 5TUD WALL OR Z ^^ ,, v 5RP5oN CEILING J015T OR �AGKs W01 SIMPSON STR" - - TRU55 BOTTOM CHORD 51MP50N H2 GONNEGTOR 0 EA. '� 4-1 � L °° - T 51MP°ON STRONG-TIE VrNi N pN TE HtL.5 E Hb ■ 51MP5�i STRONG-TIE H2 8D NAILS RAFTER TO STUD AND KIN66 TYP. 8d NAILS TYP. RD6E STRAPS 5ttN1 pE ATTAGED TO EACtI PAR Gf OPPOSN6 RAFTT3L5. ALTERNATE TO RIDGE STRAP: H3® _1/ERY RR (WHEN ALIGNED) ) p o � :RIDGE STRAPS ARE NOT vilin caLAR TM OF PROVIDE 2X4 COLLAR TIE AT NCMNAL 1X6 OR 2X4 LUMDER ARE LOCATIT N THE UPPER THRD X THE UPPER THIRD OF THE ATTIC SPACE N} FOR USE WHEN STUDS AND VE IN COMBINATION ONLY WHEN STUDS AND G5-22 STRAP AT ~ Cn z - `RAFjLR.�AL16N `RAFTERS DO NOT AL16N ATTIC SPADE AM ATTACK®TO EACH PAR OP RAFTERS W/4-IOd NOLs YV 4 lod AT EACH RAFTED EACH STUD,SEE Z U 2,5 t0� L5U26 FOR 2xb RR DETAIL 4 EADER s- n u> - nt L5026 FOR 2x8,2x10,OR 2x12 : Q x C co" U o iv _ "' - CO CO FRAMED OPENI 6 U111 Co �F R WI ON OR ❑ (� Co 1oR DOOR M R I DC E STRAP DETAIL / -RI DCBE 5T�RAP DETAIL LU2a a EVERY JTIE 5 UDO5®26'o.G. 0 (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NO SPECIAL FT 2x AGQ LEDGER W/3/8"x5" LAO GO 5 EG IAL REQ o_ ao WE (�)N,TS. LOCATE AT EVBRY`RAFTBR // � N.TS. LOCATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS STRAPPING TO BE 1-1/4'X 22 6A IN THIS AREA SIW`S0N SrRAV6 ShPSON STRONG 6ALV.,5EE DETAIL 4/0I.ALL 5TRAPPIN6 1TE LTS -TE tv / A TO BEAR A MIN.OF 10"ON FRAMING. 5IMP"STRONG by NA1L5 rtr 9"IG'D MAY m m r APPI" / p GABLE END HALL TE H6 OR HI05 0i I/2"SHPATHNS 6 M. / I- CRG H -RO O F BD NAILSTYP. / DETAIL AT ATTIC FOR usE WHEN 5TUDS AND V5E IN COMBINATION ONLY Ha 5TUD5 AND STRA�PP I NC D TA4 I L z (RAFTERS AL16N 'RAFTERS DO NOT ALIGN -� 10 TTS. I I N T 5. STRAPPING TO RL1M ONTO RIM.101ST,SEE DETAIL 9/DI(ONE 5TORY)OR ONTO 5TW AT WALL BELOW(TWO STORY) z A�N� TICS . . F- RAFTER HURRIG ORO OF� RA� � � O I LOCATED AT EVERY ROOF RAFTER A TT I G . . `" ° \+ STRAPP I NC DETAIL l ' SH�PSGN PoSr cAP ,, i2 FOR FRAME GONNEGTI ON5 0 ' USE ECG�4 AT BNDS ,2ND FLOOR Z � PRE-�ENr () 4-Ibd FADE NAILS FROM Z \� / STRAP OR 4x 2x PROVIDE 3")0(6"X3"WA5HER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER ❑ / M5TG48f>3 SECURED BY WOOD 51H PLATES. +� i COLUMN POST TOP AANGHOR START NAILS 5IMP50THREADPAB OR SE3 ANCHOR ROD W/WASHER PLATE. MAY BE USED IN LIEU OF w ESD lBJ6Tt1 LOCATE AT EVERY COLUMN/&RDLR CONNECTION EW IPP PROVIDE 3"X6'XA36'6ALV.STEEL PLATE W/ a„MSL N,TS. STIP 98 6-8D NAILS AT CORlER5 AND INTB25EGTIN6 (a)NALS LFN6TH(rYP.) / l y"I r ---No MALS 12NAILS �BDNAIL5 AT BIM JOi IN 5 STEEL PLATE 51MP50N LSTAI2 STRAP W/ am SPAN �� WALLS INHLTZE THERE SINGLE PLATE OR HEADER 5-101)NAILS 2Xb KING STUDS N.01t.): EACH JACK STUD H END AT LENGTH lONE AT 5PI UP TO 6 FEET J NAIL 24'MINIMUM LAP SPLICE TWO FOR SPMS 6 TO 12 FEET 5/8"� A301 ROD THREADED b"BOTH ENDS. THREE FOR SPANS 12 TO Ib FEET 2Xb JACK 5TUD5 N.O.NJ: O .. PROVDE MN ETD " M 12-160 MIN.NAILS ONE AT 5PAN5<b D6TANCE of T/$„ PRE-t�tf 3/4 AND I ROD AT SIMPSON STEEL STRONG WALL,SEE PLANS a w TWO AT 5PAN5 FROM VTO 12' A EW LENGTH NAILS THREE AT 5PAN5>12' n"MIN -� IST FLOOR BOTTOM AT ALL SPLICES uNLE55 NOTED OTHERWISE ON PLAN � ABU44 N POST BASE N 2"X3/6"X3"WASHER PL W/NUT EACH 51DE ❑_ (4)NAL5 MN.N I ABU44 OR AESUbb,SEE PLAN n"U4.5 IN G5 22 COIL STRAP I UPPER 5TORY SHEAR C0 CIS C.7 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAILXTRIOR HALL ❑ W FLOOR TO F1_OOR TIES I BELOW CONNECTION l FOR 5ET BAGK WALLS HDU HOLD-DOWNS AND STRONG HALL DOUBLE TOP HALL PLATE 5PLIGE DETAIL HEADER GONNEGTI ON ,I•Ir�1, (4�N,T.S. LOCATED AT EVERY STUD \ 1/2'0 HOOKED ANCHOR BOLT w T \ FOUNDATION MINIMUMEL4emMENrOREXPANSION NOTE. I \ BOLT W/5'MINIMUM EMBEDMENT COI.STRAPS ffEt 6VTHINS WAR-6d GNa(0 51 x 25"LONG)MALS. \ COL STRAPS M 5HEATHINb PROJI�E 10d ONMON(ON x 3"00)MALS. I \\ \ O�AT���00= TM ANCHOR \ 6)NT.5.�LO�OATEALLOWABLE HOLES - U \ 6HZDLR CONNECTION III BD NAIL®b'0/6 AT ALL PANEL ED6E5 TO MAT VAIV Na< IbD NAIL® 24 HOOlr, LVL Headers and Beams \ t6 Im w 0�r� HIP RAFTER NAM IbD NAIL®24"0/6 {EATHING Microllame LVL W � 058 OR PLYWOOD W w 5EE PLAN INTERIOR 1.3E TimberStrande and 51MP50N HGP HIP I (4)MALS� N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the NOTE:WFL32E 24'WIDE MINIMUM FULL HEIfiHT I �"L>3J6TH Y depth (� WALL RETURN 15 PROVIDED AT ENDS OF hole zo largest h ole(minimum) O BRACED WALL LINE THE 800#HOLDOI^d�l MAY I ❑ BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'MNIMIM 12"LIMTH(MN.) `.;� 8D NAIL a 6"0/6 - 5100 05-22 STRAPS PER DETAIL 4 IN LIEU OF SIMPSON BP WASHER LSTA36 STRAPS SHOWN IN THE DETAIL. NAIL 5HEATHIN6 TO ° ° AT ALL PANEL ED6E5 INTERIOR d - SILL PLATE W/8d 2X AGQ SILL PLATE. DOUBLE ° ° NAILS 0 410/6 SILL AT FULL BASEMENTS EXTERIOR GYPSUM BOARD o 0 0 5/8 DIA.STEEL ANCHOR MINIMUM - - - - - 2x 10 MT VA FY MI Parlal ame PSL amV LVL and BOLTS MAX.2'-8'OL_ 8D NAIL® 12"0/G AT ALL T EXTEND BOLTS MIN.T INTO 05-22 COIL STRAP �To Ri MEMBERS NOT AT PANEL E06E5 allowed hole zone FON.WITH T16HTENED NIT 4 middle Y span 3'x 3'KAI TO EACH BOLT. (1)1 x 6 AGQ 5b,PSON LTP4 RATE NAL®TO PROVIDE TERMITE SHIELD SILL sfAPSRN GOL 51RAP 15/32 058 OR x4 coNnNlous BAR 5LL PLATE RMI APD SIU_RATE 0 VOIC, AT mat WM MEW IN51DE CORNER OUT5IDE CORNER -L5TA3b Wl 10-I0d NAILS SEAL AND MAINTAIN 8"MIN. PLYWOOD SHEATHING d 1.3E TimberStrande LSL allowed hole zone d r• r` LOCATED 2'TO b" VK1FY NAc NfE1 Gr5. W -7 r r -7 OLD INTO STUD ABOVE AND FROM WO TO FINISHED GRADE PLAN VIEW PLAN VIEW FROM TOP OF WALL NAL A5 PER rAt1.F�.�6 w>=cu F- CO N r; N ao BE ON(2 EACH CORNER) NOTE= General Notes o Cli ai N Tall=2p8O� SEE FoUNDATLON PLAN COIL STRAPS UNDER 5HEATHI%PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL EXTERIOR WALL TOP STRAP`'OVER 5HEATHIN6 PROVIDE:IOd COMMON(0.131 x 3"LANG)NAILS. HEADER MAXIMUM ROUND ■ Allowed hole zone suitable for uniformly Iloaded LAY-OVER OR I`ALSE VALLEY PLATE HIP GONNEGTI ON EXTERIOR CORNER DEPTH HOLE SIZE headers and beams only. 551 nd STORY GC?RNR GONNGTORS TYPICAL ANGHOfi� BOLT STUD TO RIM JOIST TO SILL PLATE DETAIL �- HALL 1='RAMINC 5z" 14" . No hosoincanles tievers. 8Z511!iiRAFPIN6 i v 7/ to 20" 2" . No holes in headers or beams in plank orilentation. N.TS. LOCATED AT EVERY CORNER N.T.S. LOCATION A5 NOTED a N.TS. LOCATE AT EVERY STUD N.TS. KT5' DO NOT cut,notch or drill N.T.S. N.T.S. See illustration for Allowed Hole Zone holes in headers except as Indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES OHU ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BWLS SHALL NOT BE SPACED 0 0 0 z z 0 EXIT MED STRAP AND WALL SHEATHItI6 n EXTEIDED STRM ALD WALL SHIEATHIN6 O O O O O O MORE THAN b0 FT APART. WALLS WITHIN A BHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHL. BWL LOCATIONS ARE TO TOP CF PONYNOTE: WALL IF USED-�_I I NOS, TO TOP OP PONT WNL. r USED I > > > > > INDIGATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE > > > > > > 61 P50N DTT1Z FICt.DOAN AT 66-W DEWED � � � � � � A BRACED WALL PANEL(BWP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BNL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL ENP PMft.5(TYPE A).HDU A5 R� ED6E5 OF BH°'S SHALL NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF THO BHP ON EACH SHL EXCEPT AT m ell AT DRUYED WALL PETALS G AND D. WALL5< 16 FEET LONG MAY HAVE ONE 48"OR LONGER BW. SWPS ARE TYPICALLY G5-HSP SHEATHED BRACED WALL PANELS (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BHP TYPES A 3 I/2'WIDE LVL HEADER(SEE PLAN) N ®I SHOD MALS AT DTT1Z LID AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LEN6TH OF BHP 15 REG GRED. GDNTINJOUS TO OUT511DE OF PANG 0 e BWP TYPES ARE INDICATED ON FLOOR PLANS. 3/8'0 THREADED ROD z v 1J ® G5-H5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET THE MINIMUM LENGTH REQUIREMENTS OF TABLE R602.10.5. NAIL%6" MINIMUM WALL CONTINUOUS IIY4'MIN DEEP HEADER TO CONTINUOUS IIY4'MIN DEEP HEADER TO NOTE,WHERE 24"WIDE MINIMUM FULL HE16HT SHEATHING WITH 8d NAILS®6"O/G(EDGES)AND 12"0/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OUT5IDE KING STUD(SEE PLAN) PANT am ~� WALL RETURN 15 PROVIDED AT ENDS OF G5-W5P BRACED WALL LINE THE 800x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. PROVIDE 800 POUND HOLDOWN FASTEN S"SHEATHING TO HEADER W/ FASTEN S'SHEATHING C HEADER W/ Z 8D NAILS 0 3'O/G IN EACH DIRECTION � 8D NAILS 0 3'0/G IN EACH DIRECTION �• MIN PANEL W HOLD"MAY BE ELIMINATED. PER DETAIL 14 OR 20 AT EN05 OF BRACED WALL LINES THAT DO NOT HAVE a � FEI6HT(FT) WIDTH'L" TRIM TOP OF PAla AS Fi 2 H EITHER A 24"MINIMUM FULL HE16HT HALL RETURN OR A 48"MINIMUM BHP. LU SIMPSON LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON R&EATHED W CD EACH OF HEADER TO JACK STUD KI I6-I00 NAILS FACE W/ib IOD NAILS 8 28" TABLE Rb02.105 MINIMUM LENGTH REQUIREMENT5 OF C5-1615P O CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEAD82 W/2 z FASTEN TOP PLATE TO LEADER W/2 10 34" b-I/4'SD5 SCREWS 0 CIO PORTAL STRAPS I/2'FROM EDGE ON -J � ROWS OF Ibd NAILS 0 3"OIG ROH5 OF Ibd NAILS o 3'0/6 O II 3b" BOTH SIDES(4 STRAPS PER PANEL) W ^ Y WALL AJAGENT CLEAR MINIMUM LENGTH OF O S v HE16HT(FT) OPN6 HE16HT BRACED WALL PANEL O (2)JACK STUDS MIN.OR PER PLAN 12 42" ❑ rLLI � U Q -SIMPSON GNW COUPLER NIT <64' 24" (2)JACK STUDS MIN.OR PER PLAN v H F BLOCKIN6 AT PANEL E'D6E5 $ 64"TO 80" 32' O BLOCKING AT PANEL ED6E5 O EILOGKIN6 AT PANEL EDec PANE1 VERIFY SPTRON6 WA ANEL 15 858 Z 80'TO 96" 36"r PANEL SHALL HAVE A LEN6rH 1"OF NOT � F---1 <64' 2T" GYPSUM BOARD "6B"BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LENGTH L'OF NOT LE55 THAN Ib•FOR ONE STORY AND 24'FOR U) F LESS THAN 16"FOR 8 FT WALL,18"FOR 9 NOTE:DETAIL APPLIES TO 48'MINIMUM IN LENGTH ON BOTH 51DE5 OF WALL PER TABLE O FIRST FLOOR of TWO STORY APPLICATION. W O 3/8"0 ANCHOR BOLT OR q 64'TO 80" 30" O FT WALL,AND 20'FOR A b FT WALL 5� O SEE PLAN FOR ACTUAL LENGTH. BOTH ENDS of HEADER ❑ a z ADHESIVE ANCHOR 80'TO 9b" 41" 8602.10.5. SECURE Y2"GYPSUM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LENGTH. I ^ to <64° 30" .0915"X IYe'6Y 15UM BD NAILS,OR.098°X 15/e"ANNULAR RINGED u IF HUM TO FEI6HT DIMENSIONS ARE IF WIDTH TO W16HT DIMENSIONS ARE H� Q 10 64"TO 80" 30" NAILS®1101x,(EDGES)AND Ti(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL"F'TO BE USED. EXGEEIAD THEN DETAIL"F'TO BE USED. _ w r• 80"TO 96' 38" REQUIRED AT UNSUPPORTED PANEL EDGES WHEN PANELS ARE IF CONfiNJOU5 HEADER 15 USED OVER U • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL BOTH OPEMN66 THEN MIDDLE WALL = 9 "Partial credit for panels 36"to 48"wide per R602.105.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. ONE JACK AND KINe STUDS ONE JACK AND KING STUDS BRAGIN615 NOT READ "L" EQUAL,TO H CONTINUOUSLY SHEATHED WOOD TWOKIN6STUDS TYP I GAL HOLDOWN DETAIL AT n 11 - FASTEN 1fl6'SHEATMN6 TO EACH STUD FASTEN 1116"SHEATHIN6 TO EACH STUD ~- GYPSUM BOARD GB TYPE B AND SILL W/eD COMMON NAIL5 0 3"01 AND SILL W/8D COMMON NAILS 0 3'01 m FRAMED FLOOR A STUCTURAL PANEL "CS-WSP" -TYPE A R O O FA5TBNIAPSHEATHIN6TO STUD NOT TO SCALE PER FIGURE 8602.10.5 NOT TO SCALE PER FIGURE 8602.10.5 - - AND SILL W/8d NAILS o 4'01C, I PORTAL DETAIL'C"ONLY APPLIES 51MP50M FDU5 HOLD"W/14-1/4"W5 SIMPSON HDU2 HOLD"W/III N.TS. TO 2 FT TO 16 FT WIDE OPENIN65. Z Q TABLE 602.10 3(1)BRACING REQUIREMENTS BASED ON 140MPM TABLE 602.103(2)WIND ADJUSTMENT TO SCREWS IN DOUBLE END STUD 505 5084E 5 IF O FLOOR ABOVE. HDU4���b-i/4�' PANEL TO 51T DIRECTLY ON TOP OF � � � m WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRAGIN6. 2-1/2"0 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. 5M"aON DTT1Z HICLDOATI AT 65-Wi DRACfD WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT NTH 2"X2'UP,fb'PL WASHER CONCRETE FOUNDATION WALL ADJUSTMENT STORY CONDITION ADJUSTMENT OVER - ILLI S�OBE 1 1/2"0 ANCHOR OR EXPAN51 NN BOLT ❑ G� qR WALL EAD PAWES(f`I1=E Al HDU AS REQ BASED ON 5UPPORTIN6 FACTOR U ®I AT DRAG®WALL DETAILS c ff P. STORY BWL SPACING DONT METHOD 6B 114 BAR CONT IN TOP CONCRETE CONCRETE •4 BAR GONr IN TOP �G�RETEETE 113 TIE 2-112'0 ANCHOR OR EXPANSION BCT C 'y SHEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION G #4 BAR CONT IN TOP AND BOTTOM T e 5Y 0D NALS AT DTTIZ TOP 10, 25' 5.5, EXPOSURE CATEGORY ONE STORY D IS PA55-18 ANCHOR BOLT OR ii THREADED OF CONCRETE FOUNDATION 51MP50N 581/8X24 OR PA151-18 ANCHOR e EXPOSURE GATE60RY TWO STORY G 1.3 e TOP 20' S.0' 10.0' EXPOSURE CATEGORY T HO STORY D i.b EXTEND WALL.SHEATHING OVER RIM J015T ROD W/WA5H82 RATE,SEE DETAIL L5/DI EiOLT OR Ye"THREADED ROD, PARS-IB ANCHOR BOLT OR�'THREADED 6 e OVER ROD W/KA5FB2 RATE,SEE DETAIL 15/01 SEE DETAIL 15/01 a- ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E06E e TOP 3O' l.0' 145' FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3N MINIMUM LENGTH WALL TO BE U5ED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS \� 510 51MP50N STRONG WALL REQUIRES ENGINE82ED 045164 TO TOP 4O' 9.O' 18.5' ROOF EAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REMIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBU INS LENSTH OF 4b"TOWARDS R602.I03(I)MINIMUM LENGTH TO DETERMINE PANE.SIZE AND ANG4LOR BOLTS FOR ❑ : /E\_ ROOF EAVE TO RIDGE ROOF+1 FLOOR 20 FT 1.3 USED ON FIRST FLOOR APRJGATiON ONLY. REG UIRRIENT5 FOR BRACED WALL Pi AT BRACED WALL LINES. E\� TOP 50' 11.01 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DESIGN NND LOAD AND CONDITION ROOF EAVE TO RI06E ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' •5' WALL HEIGHT ANY STORY 8 FT OA CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL Jo MBER 51b*0ADHESIVE ANCHOR BOLT OR BOTTOM OF 2 10' S.O' 10.5' HALL HEIGHT ANY STORY 11 FT 1.05 " NI 11 IN 201 6023 AVHEs1vE,uNCHOR wALL HEIGHT ANY STORY 11 FT I.oS C FRAME CS-PF DETAIL - TYPE C D PFH DETAIL - TYPED E DETAIL - TYPE E F DETAIL - TYPE F BOTTOM OF 2 20' q.0' 19.0' HALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W NUMBER OF BK FELL PLAN DIRECTION AT STORY 3 13 EfOTTOM OF 2 30' 13.0' 21.5' NMB[R of BWL PER PLAN DIRECTION AT STORY 4 1.45 SEAM Q SHEET NUMBER BOTTOM OF 2 401 11.0 36.0 N)MBER OF EVIL PER PLAN DIRECTION AT STORY 5 OR MORE Ib GYP BD FINISH OOD D FROM INSIDE FACE OF EWP )•4 ( 21 B RACED WALL PANEL DETAILS _ HOLDONN DE:TA I L AT SLAB 130TTOM OF 2 50, 21D' 44.0' APPLIES TO METHOD 05-HSPAN ONLY UNITS 121 (MODEL Al - 15 & 12 2 (MODEL Al ) 2� BOTTOM OF 2 60' 25.0' 52.5' GYP BD FASTENING ANY STORY 4"O/G O.I p_� NOT TO SCALE NTS• APPLIES TO METHOD 6B ONLY W ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I— W Z C , W r'—'1 E IV CONT.Vx4"tl-CKI% TYP.D(TERIGR WDLL QQ Q- U 2"x4"am%EPS ®I6"OG.- 2 Z FRAU�R k h Q C) i o (2)2"xd tIOGKiN6 2 2 DFML C�GK �7TL$6xbx8 Imo- cc-4 Z RID6E5 TO AL16N RID6E5 TO ALI6N Z V d s Lo 6Y'1=YPGN" OR� RID6E VENT RIDGE VENT 6 6 1"x8"TRM O Q j�c CMn 1"W FASA U = o yto co 00 v TYPICAL ROOFING: TYPICAL ARCHITECTURAL I2PLYWOOD SFfmw V M M ARGHITEC,URAL 5HINSLE5 1FELT UJDERLAYMENT rxk"TRN � 15d FELT UNDERLAYMENT 1/2'PLYWOOD SHEATHING b'AZEK TRIM b'AZEK TRIM I/2'PLYWOOD SHEATHING 2 12 ALI 12 12 12 � � 12 DENTAL BLOCK MDTLBbxbxB DENTIL BLOCK dDTI BbxbxB 12 -�12BY TYPON'OR � '°��OR � 12 f4 6'A�TRIM GABLE END DETAIL b'AM'TRIM b" ^ �r.,_,-12 12 b" ,—T—rT h° b' 12 I2 �' OH. OH. N.T.S. AI Z m m IN 8'AZEK RAKE BD W/ ° iT N I2 I'x 3'AZEK TRIM(TYP) IN 8'AZEK RAKE 8D W/ � m b'AZEK TRIM � IN 3'AIS TRIM(TYP 12 �p U 12 i� b'BLIND FLASHING bROOF BREAKLj ROOF BREAK b'HIGH BLIND b'BLIND BASHING t� � STANDIII6 SEAM — — — — — — — Z ry METAL 1200E I FASCIA BD. --- — — — — — — — STANDING SEAM �' ~ METAL ROOF � � �- u� — BEDROOM#2-PL HT b'BLQ��_ALI6N —b'AZEK BD. �'�- ���I'-O' 1'-0' w ALI5N b'BLIND BEDROOM#2 PL HT 0 I,-0• o FLASHING FASCIAS � 'OH. OH. O I-0' FASCIAS �FLA5HIN6 OR OR •_ ' ^ - -- IJ J - D o m r o• 1.-0. 11-0" — - L� z OI+. oH. – I I Ju J J JAI J:— JI ___ p � Qji � I � I I I_JL. �._ _JJLJ� LJ - - - _ F I•XB" 4 LI illil 11 �E �; 4 x m!E Fri OVER 61ROER x Q o = 4 I - ! 4 ® 4 I I 4 4 v r11 it Q I r iI I ! ' I FIN. 15T FLOOR I FIN. IST FIN. 15T I71 it I H 11 FIN.IST FLOOR ELEV= 0'-0" FLOOR LOO ELEV= O'-0" O bxb P.T.POST WIN VMP50N bxb P.T.P05T WITH SIMP50N 10'5QUARE HBd6 PERMA CA5T 10 5Ql1ARE H646 PERMA CAST I BG52-3/b P05T GAP ANCHOR t I I I I I I BG52-3/b P05T GAP ANCHOR t I I COLUMN#*382 W/SQUARE SIMPSON ABUbb P05T BASE W 51MP5oN ABU POST BASE COLUMN X46382 W/SQUARE �" FLAT GAP d BASE(OR EQUAL) I I I I I I I I FLAT GAP d BASE(OR EQUAL) (TYP-All COLUMNS) (lYP ALL COLUMNS) -CORNER COLUMN TO BE � (n -CORNER COLUMN TO BE I I I I I I I I PROVIDED W/SPLIT KIT I 0 PROVIDED W/SPLIT KIT v I I I I I I I I I I Q m —,SIN.0511-IT FLOOR r UwIK B5MTFLOOR— — — — — — — — — — — — — — — — — — — y — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — 1I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — U FRONT ELEVATION FRONT �L�V�TION � 36 = 1-0Z 1 UNIT 122 UNIT 121 W 2 U Al HOLLY MODEL Al - 15 (HOLLY)- RJ06ES ° MODEL0 TO ALIGN RID6E5 TO ALIGN 4 _ � _� RID6E VENT `~ RIDGE VENT ¢ N N n N ao r N M ap fV of i 12 12 t 135 12 12 t 135 CRICKET BEYOND t 13S t 13S BREAK 12 I 12 12 � 12 AI.I 12 � 12 O O O O O O 12�—�I 1 12 12 OH. OH. 12 INSTALL ICE t WATER SHIELD > > > > > > INSTALL ISE t WATER SHIELD -�off 12 1 12 PER MANJFAGTURERS w W W w w w PERSPEM ONSR 0 MAINTAIN 12 12 ~ 12 12 SPEGIFIGATION5 TO MAINTAIN IX � w w PRODUCT WARRANTY Ix8 FASCIA BD. ~ PRGDIIGT co - -- iz �� o ol b'BLIND 8'AZEK b'BLIND Lo -r4l A5HIN6 i=r 11 ill I fill I FRIEZE BD. �` Ililt APPLY ICE d WATER SHIELD IN FAIR o APPLY ICE d WATER SFHELD IN FAIRz lilt 11 lilt Y€ATIIE2 Willi THE AIR ROOF DECK AND WEATI WiEi THE AIR ROOF DECK AND MEMBRANE MEMBRAPE ARE AT TEMPERATURES OF 40°F ARE T TEhffERATURES OF 40°F (5°G)OR HI6HEZ (5'W OR H16HEit — t�p — — — — — MSTR BDRM — — — — — BRKF5T PL HT BRKF5T PL HT - - II III OR OH. OH. OH. • SOFFIT EXTERIOR WALL EXTERIOR WALL a INE OF ---- -- — - ICP HARDIPLANK SHINGLE SIDING ° m SOFFIT - I'-0" I'-0" rz -TYVEK OR EQUAL -KWDIPLANK SHINGLE SIDING - - IT, '1 6 05B SHEATH N6 — - OH. OH. JL - --L— rs © i - n ' I J O -1nb'058 AT�HiNs [JLj ! _ —J i 1 - ui 2xb WOOD STUDS o Ib'O.C. Y -2xb WOOD STIRS®Ib'OG. p l J ~ w -6'R-218ATT5 U u1 -6'R-21 BATTS 4 2 Q U O GARAGE Q I it I 111I ; � ! I Z WALL (� i t I I 111 it BEYOND. I I I = � W W Z I FIN. IST FLOOR LOOR LOO EL-EV=O'-0" w FIN. 15 FIN. IS FIN.15T FLOOR a ELEV=' 5'-O" _ _ — — — _ 2015 IRG-62427.8(503.8) 10'SQUARE HBd6 PERMA GAST bxb P.T.P05T WITH SIMP50H VENTING 5Y5TEM TERMINATION LOCATION: _ � bxb P.T.P05T WTH SIMPSON l0'SQUARE HBd6 PERMA CAST I I I II I III I 1x4 AZEK TRIM I I I I 1x4 AZEK TRIH I ( III I Ilii 1 I I I I I B652-3/b P05T GAP ANCHOR t I I BG523/6 P05T GAP ANCHOR d I Ij382 NUp I II I III III I II I COLUMN#46382 t^V SQUARE 51MPSON ABUfib P05T BASE THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J SIMPSON ABU66 POST BASE I INPUT OF 10,000 BTU PER HOUR 0KW)OR LE55 SHALL BE -bP WSJ I I FLAT GAP d BASE(OR EQUAL) I I I I II 1 n l I I I I I I I III I II I I I I FLAT GAP d BASE(OR EQUAL) I I �-AL Calm) AT -CORNER COLUMN TO BE I I III I E III I I I I I I I III S I II I I I I I -CORNER COLUMN TO BE I I I OUILILV1ING,AND SUGHT AN APPLI ANY E WI�i��1000O m PROVIDED l^U SPLIT KIT III I III I IWI I 1111 I PROVIDED NU SPLIT KIT BTU PER HOUR BUT NOT OVER 50,000 BN PER HOUR SHALL BE z_ I I I L I•gNDOWJ I I I I I I I I __ ------ I I I I I I I -- I I I I I INSTALLED WITH I-q INCH VENT TERMINATION CLEARANCE,AND U AN APPLIANCE WTTi AN INPUT OVER SOp00 BTU PER HouR a X 8 SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION � U) 8 4� CLEARANCE PIE BOTTOM OF THE VENT TERMINAL RV THE AIR • FDI I I INTAKE SHALL BE LXATED AT LEAST 12'ABOVE GRADE Coll) I I I UNFIFL UNFIPL I I 14 i I I I GAS c ERE ..... .... . ......... - - - ��ROBERl cy 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I— - - - - - - - - - - - - - - - - - - - - - -I— —I- - - - - - - - - - - - - - - - - - - - - - —I- - - - - - - - - - - - - - -I— - - - - - - - - - - 20151RG-8312.2.1 — Y _ — — — — — — — — — —I— — — — — — — IN DWELLING UNITS,VSE THE TOP OF THE SILL OF AN �' OPERABLE WINDOW OPEiIN6 15 LOCATE)LE55 THAN 24' " m 0 ABOVE THE FIN151,4W FLOOR AND GREATER THAN'T2'ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE _ \/ EXTERIOR OF THE BUILDIN6,THE OPERABLE WNDOW SHALL -REAR ELEVATION REAR ELEVATION TION C01PLY WTH�OF THE FOLLOWING, •OPEtifN65 THAT HILL NOT ALLOW A 4 INCH DIAMETER SPH6RE 5/16" = I-0TO PA55 TW4116H THE OPENIN6 IN ITS LARGEST OPENED ��- 3/I6" = I-0FALL FREVBITION DEVICES THAT COMPLY WITH ASTM F 2090 ° (THE WINDOW OPENING CONTROL DEVIGE AFTER OPERATION TO UNIT 121 UNIT 122 RELEASE THE CONTROL.DEVICE ALLOWING THE WINDOW TO ... ............................ FULLY OPEN SFW L NOT REDUCE PE NET CLEAR OPENING JOB NUMBER AREA OF THE WINDOW UNIT TO LESSTHAN 5.15pJARE FEET. MODEL Al w20l MODEL A 1 15 (HOLLY) 121 (MODEL Al - 15 ) DUET CLUSTERSHEET UNITS 0- M Al ) ELEVATIONS Z ( 0 (D& l22 DEL COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESER RI1?6E VENT F0– "FIRE RETARDANT Z W PLYWOOD 5HEATHIN6 E 2"x8"RIDGE BEAM U C)RID6E5 TO ALIGN RI06B TO&16NN Z 12 12 p V 4 RIDGE VENT 12 12 2"Xb" RR O W RIDGE VENT 04 HARDIPLANK 12 +� (V 12 12 HORIZONTAL SIDING 55 PT 61RDER I— .E N Z - w._ .... ..._. HARDIPLANK q 5EGURED TO E'5 GUTTERS a LEADERS q =r -M 55 HORIZONTAL SIDING IZ WALL 0 Z U 0 -o M ALL GUTTERS d LEADERS SHALL BE BAKED -w fix, "� 12 - E O N05a o @ SHITE ALL BE 5'5E5EAMLE55,1N.&ALM0.6.STYLE ~- t 8 - 12 RIDGE VENT RIDGE VENT t 85 — _ V RELATED a REQUIRED ACCESSORIES. LEADERS - _ -_` - 11- co SHALL BE MIK 2'x3',ART'6A1GE W/CLIPS t M .. 10 „; F- _{ .� ,_ ❑ U c� ANCHORS. CAULK t 5EAL.ALL JOINTS. PITCH _ - GUTTERS MIN.IV/FT.PROVIDE P.VG. ilkRIDGE VENT ce P . . .p = RECEPTORS 8'ABOVE GRADE TO RECEIVE ��,.- r 1��_ � M LEADERS(CLOSED GAP DE516W. — — ~; _.,..m.a_� ......�..,w.. 12 OR d 12 - 12 CLERESTORY � _m "" CLERESTORY WALL _: .-.• _ WALL BEY 12 BEDROOM M3 BEYOND 12 WALL BEYOND - �. .- - - I'-0' _ 12 -----ROOF*COVERED O.H. 6-0° O.H. GABLE t 10 _ PORCH BEYOND t2'ixa FASGA BD. – -� - 2°X6° FFIT BEAMSZ ,�` �" MSTR BR PL Hr VINYL SOFFIT BRD — mE3EDROOM#2PL HT BRKFST PL HT OR OH• GARAGE PL HT 10"SQUARE HBdG PERMA11111 11 1 1 11111 it 111 -0-e'AZE1; - -- I oH. O+•FRIEZE BD. _ I IT �, -. I 71 I I BASE OR EQU - .,Ii,l, .1 �� lr i' FHill 1. ( O I I �S MASTER BEDROOM 1 -- y� 1 ' _ _ > 1 1 CORNER COLUMN TO BE WALL BEYOND I ! I _I L! I..i- 4 1 I � I I _�'- �1 _,,,-rt'-b=_-=, , 4 PROVIDED W/SPLIT KIT O I I 4 ', GARAGE 4 COLUhtrl a GOVBtED COLUMN a COVERED I I Q 4 1': !�1.!.i....;,L„; l,.- BEYOND FRONT PORCH BEYOND -�,�y! PDRGH BEYOND ~O m II PORCH BEYOND I I Z rn Vii- V J I I I I �L' �: i_ ! I I I 1: , L' II r ' �� 1• , -, ! -., FIN. IST FLOOR FIN. IST FLOOREl I a; -i FIN. IST FLOOR w FIN. IST FLOOR ELEV= O'-O” ELEY= O'-0" ELEV= O'-O" — I ELEV= 17 I I 1x4 AZEK TRIM I I 11 I J Ix4 AZEK TRIM COLUMN a COVERED I I ( I I HOUR RATED EXTERIOR I I I b FIRST FLOOR LINE I I I I FRONT POSH BEYOND I I I I BEARING WALL 1 I I I FDI I I I Lu I AI I I A55EMBLY- 5EE DETAIL: I I I I I I I I I I I w i I I I I LINFIK BSMT FLOOR IINFIN.B5W FLOOR I I I I I (n 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - �- - - - - - - = - - - - - - - - - = _-_ - - - - - - - - - - - - - - - - - - - - - - - - - -� - - -I- - o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -►- - - - - - - - - - - - - - - - - - - - - - - - s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- � -I- 61-011 Cl ❑ � O TYPICAL PORCH SLAB '4"P.G.SLAB(MIN.3500 P51 COC) __ �RI C HT 51 D ELEVATION ON (u-REEZENAY 51 DE) REINFORCED WITH % 1N51T WWM. LEFT 51 DE ELEVATION *TAMP a FILL TO Q5�DENSITY 316 = 1-0 36 = 1-0 n h UNIT 122 UNIT 122 1 BREEZEWAY SECTION »s. z U MODEL Al (HOLLY) MODEL Al (HOLLY) W U O RIDGES TO ALIGN � 101-0'MIN. RIDGES TO ALIGN R106E VENT R106E VENT 12 HARDIPLANK _-.-- - -M- HORIZONTAL SIDING 12 �12 _-- _ „"" w: 12 12 55 HARDIPLANK 5S b5 _ q eLIT ERS t LEADERS q HORIZONTAL SIDING _ -- ALL 6UT TER5 t LEADERS 5HALL BE BAKEDLij _ WHITE ALUMINUM A32'MIK GAUGE,6UTTETRS 12 Q N N N ao - — -.- 12 a o _ >. �. :. SHALL BE 5'5EAMLE55,0.6.STYLE W/ALL t 4 RIDGE VENT -� + _ RELATED a BEMIRED ACCESSORIES. LEADERS RIDGE VENT D N M eo (V _— 10 SHALL BE MIK 2'x3',AZT'6AU6E W/CLIPS a ANCHORS. CAULK t SERI.ALL JOINTS. PITCH RIDGE VENT GUTTERS MIK 1/6'/FT.PROVIDE P.V.G. 77 RE EPTORS 8'ABOVE GRADE TO RECEIVE — — — — — — LEADERS(CLOSED GAP DE516W. OR 1 12 . r 12 10 - - TORY �- -7, - CLERESTORY 12 12 WA4L BEYOWJ WALL r - 12BEDROOM#3 1y ,0. WALL BEYONDROOF 0 C043Un - - ._.._. .. PORCH BEYOND GABLE Z Z Z Z Z 2 - OH. O O O O O O cn cn cn U in 1x8 FASCIA BD. T w w w w w W BEDROOM#2 PL HT BRKFST PL HT MSTR BR PL HT — m sAIZASE PL Hr �� o I O' I I Hill I OH. 8'AZEK OH. ,I-.. ..l - - I I FRIEZE BD. I 1 OH. ' L.ii IT III I I 11 L 6 � I,,','ed, Ji — I I = IF I I � 1 i MASTER 4 5' I I � � Z W (� I I 1 1 4 COLUMN 0 COVERED 4 U FROM PORCH BEYOND C7 - 4 Q I I COLUMN 0 COVERED r - GARAGE !.I,:.,t`1-�`'',;�, I �OW ,- -,- , Q COLUMN a COVERED PORCH BEYOND I I 77T it III I III III II PORCH BEYOND II O O m 11 11 11111 11 it I I 1 W Y 11 FIN. 15T FLOOR U W �.,!..,-!,,,.I FIN. IST FLOOR FIN. 15T FLOOR — W [� w FIN. 15T FLOOR — �+ ELEV= O'-O" ELEV= 0'-O" ELEV= 0'-O" — — — — ELEV= O'-0" Q S Q — I z U I I i Ix4 AZEK TRIM 1x4 AZEK TRIM L_) _ �_ Lu 1 _ I I I 6 I I I 1 HOUR RATED EXTERIOR I AI.I W z FRONT X41+ I I ( I FDI I I I I BEARING HALL i i w I I I I I N3 A55EMBLY 5EE DETAIL• ❑ I I i I I I I II II I 4 w � 2015 IRC-62421.8(5038) � VENTING SYSTEM TERMINATION LOCATION: � I I I I I I I I I THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J I I I I I I I I INPUT of 10000 BTU PER HouR(3KwJ OR LESS SHALL 8E LOGATED AT LEA5T b"FROM ANY AIR OPENING INTO A 1~_- UNFIN.BSMT FLOOR_ _UI�IK BSMT FLOOR .. — — — BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 � co 4,1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � BTU PER HOUR BUT NOT OVER 5op00BTU PER HOUR SHALL 13E z ED _ L — — - - — — - - - - - - - - — — - - - - — — — — - - - - —I- - - - - - — - - - �I-- — — — — - - - - - - - - - — - - - - - - — — - - - - - - - - - — - - - - - - - - - - - - - - INSTALAN APPLIANCE WITH HINCH NFLITO OVER 50 TIONGLEARANOLIAND �5 AN APPLIANCE WITH AN INPUT OVER 5opoo BTU PER HOUR z V SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Ur U CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. W �G\ B E q I C HT 51 DELEVATION LEFT 51 DE ELEVATION (BREEZENAY 51 DE) 2015 IRC-8312.2.1 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN Nib, = I-0OPERABLE WINDOW OPENINE715 LOCATED LE55 THAN 24' Q THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE W 3 b = I-0EXTERIOR oFABOVE THE 1THE�ILDIN6,THE OPERABLE WINDOW SHAFLOOR AND GREATER THAN 12'�LL� UNIT 121 UNIT 121 0 OPENI WITH AT OF TW FOLLOWING: A "OPEPIIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE (n \� 3310 TOO PAASSTHRAU6H THE OPENING IN ITS LARGEST OPENEDPOSITI `� f MODEL A l — 15 (HOLLY) MODEL Al - 15 (HOLLY) •FALL PREVENTION DEVICES THAT GOh1Pl.Y WITH ASTM F N To ❑ c�'lr (THE WINDOW OPENING CONTROL DEVICE AFT82 OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,5HA L NOT REDUCE THE NET CLEAR OPENING iv NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 5.1 SQUARE FEET. w2016023 — DUET CLUSTERQSHEET NUMBER UNITS l21 (MODEL A1 15 ) ELEVATIONS & 12 2 (MODEL Al ) U) A I W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED f/) ^ 1 11-- z W Zc , W r'�1 E U (v O :3 Z ^ , ,_ v O V/ � o ' c" 4--dH � 60) -t- i J L) C N � 2s2Sz elf •� �N>' S co S to z Z U '3 .2 L x(n-0 M 0 Q W N M 52'-2' 52'-2' LO -6 Uc 00M A/ M LLL CO 52'-2" 52-2" I 0 AI.I a DIRECT VENT HEATIN5 EQUIP. 15'-4" 12'-b" ra APPLIANr.E FARANC,F APPLIANCES SHALL BE INSTALLED WITH THE CLEARANCa FROM UNPROTECTED COMBUSTIBLE MATERIALS AS A I'-0" G 5'-2' 4'4'M.O. 5'-2" -2" INDICATED ON THE APPI.IANGE LABEL 1'-2° 5'-2' 4'4"M.O. 5'2" LINE OF REAR GFS: LINE OF REAR GH�K AND IN THE MAMIFAGTURER5 AI-6 AI b WALL o UNIT 122 WALL 0 UNIT 122 INSTALLATION IN5TIM110N5. b Z 2 FDI O FDI `p G A b U _ b 4 AI-b AI-b FDI 4 3500 P51( HID ( •4'PL. PORCH 5L.AB I .G.SLAB MIN. ANGJ REINFORCED WITH 6x6,IOAO WJN.M. ^ NNDOW 2 n •TAMP d FILL TO 95%DENSITY I FDI O to., lo,_ I'-0" 15,_10. w a" a� HD `4 I o Hp U II 2)112 FLOOR JOISTS 0 Ib'OG. (2)2X10 P.T. i L 2 I EGRESS FDI o 2 fl /, 4'WIDE J0155� 10""' l— 10" FDI NNDOl4 I w 4 FDI L! J SEAT. LL TA.SEAT I 2'x 10' 0 13 0" Rr v ELEV=1-11'-I}" SLAB SEAT - _ = x TYPICAL PORCH SLAG Z m HO O 'ii p l HO •4'P.G.SLAB(MIN.3500 P51 GONG) (� PROVIDE FRESH A R , o Ib'O.G. — _ - REINFORCED ILL To 95%ANTI( tu�l- D Fv FDI _ 4 WIDE JOIST SEAT. (2)2X10 P.T. ❑ I�Com h1EGF1 IP nT- - _ _ - _ r I I 4 TA.SEAT ELEV=01'-Iy I L I— — I V-0" = O = J 10"m 8• 15'-10• - lo'-b" 110" ALL EXPOSED HOT WATER 4 4 I I I FDI FDI Io" I3'-0" a HD ry PIPING d DUCT5 T BE - I 4 I r° 1 YP.BEAM POCKET WRAP ENDS OF 2x12 FLOOR Jo15T5 II �1 �TED AS PER LOCAL 4 I I FDI I I I GDR W/ALUMINUM AT POCKET OR 0 Ib"OG. = _ = 2,x 10, x12 FLOOR JOISTS T 0 I6'O.G. PROVIDE 1/2'AIR SPACE ALL 51DE5 4'WIDE J015T SEAT. 0 SLAB SEAT I'-0" II1 (4-11' _ 4'WIDE JOIST b° I 10' I I,-0„ 4'-Q" 5'-10„ 4, d.. In 10 I 1T 4" 1 ( 9'b' 1 15-0" I T.O.SEAT QEV= 1 X� 4 T > IT ELEv=o(-r-Aid ~ 2x12 JOI TS 1 I II L IV i I Ib"O.G. I I \ / I ° ) I TYP.BEAM POCKET WRAP OF I \ - DE FRE5H AIR FDI r - -I 2x12 FLOOR JOISTS I 1 2 FLOOR J015T5 I 2x12 FLOOR JOISTS GDR W/ALUMINUM AT POCKET I I `V INT TO MEGH EQUIP PER 'I L 0 16.O.G. 14 J 1 I \ I 0 Ib'OL. 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O - - a? - _ CHASE \ r 1 \ -� ELEv=l)1'-I�'J 1 ,n wAll�r Ful HT oR DRAPED ELAN ET , n n ABOVE // - - J Z INSULATION v -� ` I I N b" I 14'-2 bI 2'-0• - - - 7 C - - -1�® ®�- •ALL EW05M HOT WATER PIPING ?<<p _ 2 I IS � 4'WIDE J015T 4 J �T ABOVE TYPICAL BASEMENT SLAB - .� - � ° � v W NO/OR HEATIN6 DUCTS TO BE 16' .;q N fl - - - SEAT.TA.SEAT Fp I 4 n }" b'-I" • PC.SLAB(MIN.2500 P51 GONGJ 1- -1 - 9151AATi3)A5 PER NYS.CODE. 2'-0" (-)I'-I�' 14'$" 3-q D06 MIL.POl YETHH BE VAPOR —J- - L J r - - - - - - L - Q I r •4'u7MPACTED 6RAVT3 BASE L J I -�-T {� (32x12 FJ T.O.W.ELEV._ I I Imo"(�2 FX LUSH GDR ; I O 8"P.G.FOUNDATION LUNIf-ORr1_Y GRADED STONE W A 2x12 FLOOR Jol T5 I I 2x12 flAOR ISIS F- = 0'-0' WITH DAMPROOFIN6 ON I Q - - n m 1 FL n - GOFPAGT To 95%DENSITY) O� - J I \ / ❑ MAX 512E A66RE&ATE OFV- 0 I6.O.� I I o Ib'OL 12R Ib"x b"DP P.G.FOOTING I o Ib' . . _ - J 14'-b" 4'-2" 2'-0' b" v UNFINISHED BASEMENT 05 CORNER W/ 4'-0" I m - - - - - - - - •e'o•GEILaNG Hr. '(R 131 CLOSED GEJ SPRAY FOAM ?< LE65®MIDP01 OF r - O INSUL ALONG INSIDE FACE OF RID. 4•WIDE JOIST o FOUNDATION d i'b' I L� L❑J 8 P G.FOl1NDATtON WALL A.W. EV._ wALLs FULL,Hr OR DRAPED WITH DAMPRo0FIN6 ON 0'-0' IWALATICH SEAT.TA.SEA - - - x- 2x4 P.T.5 . - - — - - - ELEV=l-)r-1}' r - - - _ Q FROM TOP t TTfOM. I ry 8' _ WITH 3 5/e'(R-3) warm/E TING WATER Tlo Ib'x 8'DP P.G.FOOTING I f BE 2'-0' 4'-2' 14 a" INSULATED AS PER N.Y.S.CODE 51L-5 PT.FURRING TRIPS I ° I ; BA®6"O. . g 2x12 FLOOR JOISTS i O g TYPICAL PORCH -! 2'x 10' I WITH 2'STYROF AM 05 CORNER AR5 W/ 4'-0' - 2x12 FJ AI b o I6'OL. 1,-0„ 1 b `,2� SLAB SEAT 8, INSUL.(R=10) I 1 r 1 I LE65 0 MIDPOINT OF -I• IPI J 10" 3'-10„ 5,_b. 3,-10.d •4'PL.SLAB(MIH 3500 I?'-0"= _ � n n n P5I CONGJ REINFORCED 2X6 FLUSH I UNEXCAVATED TYPICAL - I T -- - - I FOUNDATION E I$ 2x12FLOOR16, JOISTS 2x1 FLOOR JOISTS Z) 4 WITH 6xb,IOAO K.M. in GARAGE SLAB N FROM TOP d TTTOM. �,I R �y, 4" Ib'OG. I I o Ib'O.G. 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DENSITY Tn U) iD D AB MyABAB L7--.7r, f • P W W W W W W 3 vim" ABAB I = - � IY � w w w I. � • HD talERcv Q 4 1.ENERGY CODE STANDARD:PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS `r FDI J 4'NDE JOIST EY APPLY TO ENERGY CODE ARE BEING F OWED m b m F-- C) N SEAT.TD.SEAT �n J '°'BAB FDI B..EV= -I'-I• o N 2 ALL CON N MPL WITH THE 2015 INMRNATICNAL ENERGY CONSERVATION CONSTRUCTION CODE THE AUTHORITY HAVING JURISDICTION SHALL BE �� 3 _ PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY O EFFICIENCY REQUIRED BY THIS CODE. LINE OF FRONT 6ARAfE HAIL.0 UNIT 121 3 FDI FDI 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, CERTIFICATE SHALL COMPLY Z WITH IRC N1101.14. LLI 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL b'-0'M.O. I'-6" 1'-5" b'-0'M.O. I'-i' I'-l' b'-0"M.o. 1'-5" I'b" &-O"M.o. I'-b" U EQUNAFNT TO THE INSULATION ON THE SURROUNDING SURFACES. IL 5.INSTALLATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE 3'-10" T'-2" 3'10 11'-2' II'-0" II'-0" II'-2" Y-10' Q F� co INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402,4.1.1 WHERE A(� REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SFUJl INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 14'-10" Il'-2" 22'-2" 22'-2' Il'-2" 14'-10" w O Y W W 111 6.TESTING -BUILDING OR DWELLING UNIT SHALL BE TESTED MID VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A,5,6A TESTING SHALL BE CONDUCTED BY AN ❑ APPROVED THIRD PARTY. �'-2" 12'-0"BREEZEWAY 54'-2" rl 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE 1I4SULATED TO A MINIMUM OF R-8 AT 3°OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3'IN (� 4 DIAMETER. 120'-4"OVERALL 6A DUCTS SEMJNG-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. II 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ❑ v AN APPROVED THIRD PARTY. 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS A G I G A 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR AI$ AI b AI.I Al-b AI b <55F DEGREES SHALL BE INSULATED � O � } WITH R-3 MINIMUM. 11. MECHANICAL VENTILATION SHAT MEET THE REQUIREMENTS OF THE IRC/IMC m Z Z 12EQUIPMENT SIZING-PER RCCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA mss, W A THIRD PATTY HERS RATER. MANUAL J AS PROVIDED BY UNIT 122 UNIT 121 U)U 13JJGFMNG-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHAT MEET THE IRC CHAPTER 11 _ W G\S D,� ❑ ��' � OBE/�T ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL.CODE,AND INTERNATIMAL ENERGY MODEL Al (HOLLY) MODEL A 1 15 (HOLLY) CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR C U TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,.WRITTEN STATEMENTS OF THE MECHANICAL,AR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL.ENGINEER IF REQUIRED BY THE OWNER OR FOUNDATION PLAN FOUNDATION PLAN �, ` W Wr BUILDING DEPARTMENT. 15.ADDITIONS ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IECC 2015. 3 16"-1'-�" PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH / 3/16"=1'-0" UNALTERED 23310 THIS CODE. 16JMINIMUM ONE PROGRAMMABLE THERMOSTAT SHAT BE PROVIDED FOR EACH ❑ N `,vY0\ SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 ................................... .. CONTROL SYSTEMS. 17AAL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AR SIRED AND INSULATED IN ACCORDANCE WITH TABLE R4D2.4.1.1. APPLY A FRESH BEA)OF CAULK TO THE TOP J N BER AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTEFd(X2 GYPSUM WALL BOARD. w 2016 23 AB DENOTES: HVACEGULR TPatMANIAL"sTOBEPROVIDED13YHERSRATER 6ENERAHD= HOLD DOWN THESE L OONTRAOTOR5 AW UGTION DOCUMENTS(SON RECEIPT FTO ROM = SHEET NUMBER p DIA ANC+M BOLT 1J5ED AS HOLD DOWN NM-WAC CONTRACTOR SHALL,, MULTIPLE LVL 61RDER GONNEGTION5: ARCHITECT AND REPORT ANY AND ALL 015GREPANGIE5 UNITS 121 (MODEL A 1 15 ) DUET CLUSTER IL SLE DETAIL'0/21"SHEET 0-1 •COMPLY w MANIAL s' FOR ALL MULTIPLE LVL 6IRDER5, LAG BOLT INCLUDING ANY DIMENSIONAL CONFLICTS,IMMEDIATELY TO Z HO OENOTE5: 'MEET�2 �NTMSAT4 ER1IFIC TE5ALL `E lNOT LIMITATIONS) TOGETHER W/' 1/2" BOLTS ® 2'-0" O.G. 2" MIN ARCHITECT FOR CORRECTIVE MEA5URE5 PRIOR TO SIMFOUNDATION PLAN0 r) •MANIAC 5'AND MAJUAM 'D'GOM3 MANGE CERTIFICATE SHALL BE SUBMITT®BEFORE G/0 IS%W. AB=ANCHOR BOLTS® 122 (MODEL AI ) SEE DEN FIDU HOLD DOVA5 W/(14) 'SD5 SGRB Lei 6ARA6E 514350N FROM TOP d BOTTOM, 8 MIN. 4" FROM EN05 CONSTRUGTION.D0 NOT 5GALE DRAWINGS.DIMENSIONS 5HALL (A SEE DETAIL 99'/5fEET DI MANUAL'J'HVAC(AAD GALCUI+TK N5 PROVIDED BY HERS RATBt STRON6 WALLS BE GAL(ULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. U-I COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I ^ ' I- W Z L A G G A LLI ^ E AI-6 AI 6 AI b AI b o U N 52'-2" Ib'-0" 52'-2' O 4--d U U -b' I S'8" 12'4" 0 L O 2-1" 2-7 6'-2" 6'-2" 10 • V •C N rn ALL 10"5QUARE Ii PERMA CAST U2 �Lo COLUMN#46382 W/SQUARECL U) u'4" FLAT n GAP a BASE(OR EGUAL) '-8" bxbP.T.POST WITH -CORNER COLUMN TO BE sl W52-3/6 P05T ! 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MIN.3500 PSI GONG) 3R 6/21 � B RB wTH 6x6,10/101 m TOWARD56ARA6E 10' WARE A - fl Or TYPE 'r 6Y6 WON ARASE 1 GA5 :►463 2 W/ T SIAPe 6AR4OEDOOR DOWN 2• DI 12'-0'HIGH Y CEILING ° 5W T GAP BASE OR ~ si'TYPE'x'GYP Bo ON OF ° Eau - 0 '�'TYPE k GYP BD ON 6ARA6E Q� BED OM #2 Iq _ ° 3080 EXT 15UL DR W/ - LMN6 SPACE COMMON TO W/ IT KIT W4LL5! ILIN6 `z (2)2X6 fl 5 II 1/8•L L (2)2 o TR J (2)1b•51 I6HT5 6ARA5E BE IF ROVIDI g 'Ij•TYPE X'6YP BD ON MT OF 01 D LIVING COMMON WALLS TO 6aNRA6E Q 3080 EXT N50L DR W/ 2016 TR Ii NO HTo (� pH 10 SQUARE HBa6 PERMA CAST a 4 21,x, 4. ( 11 21DEZ?6FIT5 B b„ 2-0" 4. jo 6` , 0 q'-0'HD HT B LUMN 1146382 W/5QUARE a Iq D r )SO VH F AT GAP a BASE(OR EQU DI 01 2 HD ® 2 ° -0'GEIL. 2050 DH AI 6 RNER COLUMN TO BE );b ° O N (0 oo cv DI COVERED o 1'-O• GL. ' L J ¢ N N r� N � PF IDED W/SPLIT KIT 1 r 8010 OH OR W 1 cQ PORCH e N 13/4-x q 1/2'LVL HDR 4 I I 6070 OH DR - DI _ - - -T, _ 2" H� HD _ D I I(3)1 3/41x 9 1/2'LVL H - D/21 - DI 19 D/21 � Q LINE OF FRONT D1 DI DI o 8010 ON OR D/21 Q iq r 10 SQUARE HBa6 PERMA G T (2) 10 TR DI N d 6ARA6EIWALL D1 DI 8010 CI DR (3)13/4k q 1/2'LVL CC UMN P 4 B W/SQUARE _ Q H F T GAP a BASE OR EQU (2)2• OH f 13/4'x q I!1"LVL HDR H OVIDED W/SPLIT KIT 4 1 D/21 0/21 Iq D/I 1q FRONT WALL a Z Z Z Z Z Z AI.1 DI 1 DI DI DI 6ARA5E O O O O 00 �� rn SQ L In co 2'-4" b'-4' 6'-4" 2'-4" I'-8" 8'-0"RA. I'-b' I'-5' 8'-0'R.O. I'-1" I'T" 8'-0"RA. I'-5" I'-b' V-01 R.O. I'-8" 2'-4' b'4" 6'4" 7-4" F-1' 3'-l' DESIGN ®o q �/ IIS JI (�f�r.Cj/ � � � � � � T-2" 3'-10' II'-2" II'-0' II'-0" II'-2' Y-I0" 1'-2' 3'-IO" WATT,RATING- HR. o 14'lo' FINISH RATING-23 MIN. o N 54'-2' 12'-0"BREEZEWAY 54'-2" �I 06 1---� A G ® I HOUR RATED EXTERIOR G A * ,....._-........... _. AI 6 AI-b BEARIN5 WALL 1 AI b AI b A55EMBLY- 5EE DETAIL: UI/ /� ! ��/ 1/�1 1•'� /1 ��f', f FIRE SIDE O m �2' � ,�1� 4 Ui W �ti"�f HORIZONTAL SECTION o = a UNIT 122 UNIT 12 1 Z o U) MODEL Al ( MODEL A 1 - 15 (HOLLY) 1.WOOD 5TUD5-NOM 2 BY 4 IN.SPACED 16 IN.00 WITH TWO 213Y 4 IN.TOP AND ONE 213Y 4 IN.BOTTOM PLATES.STLi LU w �: LATERALLY-BRACED BY WOOD STRUCTURAL PANEL 5HEATHIN6(ITE�15).WHEN MINERAL AND FIBER 130ARD5"QTEM 5A)ARE v CONSIDERED AS BRACING FOR THE STUDS,THE LOAD Is RE57JOTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS ffFEGT1VELY FIRE `- FIRST FLOOR PLAN FIRST FLOOR PLAN STOPPED IEONVT TOP NDBOTTOMOIFIED ❑ 2 r�P511M BO/tlid-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES? IN.OG WITH 6D GEMENT-COATED RAILS,1 1/8 IN.LONG WITH 1/4 IN.DIAM HEAD. 3.JOINTS AND NNUFAD5-NOT SHOW-WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOUND.NAIL HEADS COVERED = 3/16"=1'-0" WITH JOINT COMPOUND. w 3/16"=l'-O" LIVING AREA= 1,610 50. ET. LIVING AREA= 1,610 50. 1=T. 4.BATTS MD TSS-MINERAL FIBER OR 61ASS FIBER INSULATION,3-5/6 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES � h--�1 0 6ARA6E AREA= 456 50. FT. BETWEEN STUDS AND PLATES.MINERAL FIBER INSULATION TO BE UNPAGED AND TO HAVE A MIN DENSITY OF 3 PCF.61 FIBER r GARAGE AREA= 486 50. ET. INSULATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.q PGF(MIN R-13 THERMAL O m COVERED PORCH AREA- 256 50. FT. COVERED PORCH AREA= 54a 50. ET. 1N5ULATION RATING). z z 6i 5.WOOD 5TFDGTIIRAL PMH.SHEATHDI6-MIN T/Ib IN.THIOK,4 FT WIDE WOOD STRUCTURAL PANES,MIN 6RADE'G-D'OR'SHEATHING'. Q INSTALLED WITH LONG DIMENSION OF SHEET(STRENGTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z U 5TUD5.VERTICAL JOINTS CENTERED ON 5'NDS.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BLOGKIN6.ATTACHED TO (D D U) 5TUD5 ON EXTERIOR 51DE OF WALL WITH 60 GEMENT COATED BOX NAILS SPACED 6 IN.Or,AT PERIMETER OF PANELS AND 12 IN.OG - ALON6 INTERIOR STUD5. 6.EXTERIOR FAGMSS-INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS.ONE OF THE FOLLAWIN6 LL) EXTERIOR FA 1i 15 TO BE APPLIED OVER THE 51.11 N6, �cjT E R p G.WOOD STRUCTURAL PANEL OR LAP SIDIN6-APA RATED SIDING,EXTERIOR,PLYWOOD,05B OR CO�1P051TE PANELS WITH VENEER G Q FACES AND STRUCTURAL WOOD GORE,PER P51 OR APA STANDARD PRP-108,INCLUDING TEXTURED,ROUGH SAWN,MEDIUM DEN5ITY -�' RO B E T �C 2015 IRC-F-312.2.1 Y BRUSHED,6ROOVE9 AND LAP 51DIN6. IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN615 LLj G Cn LOCATED LE55 THAN 24'ABOVE THE FINIS14M FLOOR AND 6REATER THAN 12 ABOVE THE FINISHED GRAVE OR OTHER SURFACE BELOW ON THE EXTERIOR of THE BUILDING,TME NOTE: WOOD SPECIFIED IN UL�RATED DESIGNS ARE MINIMUM SIZES.LA'RC�ER DIMENSIONAL ®• '; OPERABLE WINDOW SHALL OTHE GOMPLYSURFA WITH ONE of THE FOLLOWING: 5TUD5 CAN BE SUBSTITUTED. •G'PENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA551NROU64I THE NOTE: UL#356 15 IN GOMPLIANGE WITH FRE -RATIN65-AN51NL 263 A5 PER'R302 µ ' MULTIPLE LVL C71 ER GONNEGTION5: OPENING 1N ITS ON E V OPENED PoSmoN. � N+: t FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 y TE V GIRDERS LAG BOLT •ALL DRYER5 TO BE VENTED (TIF WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL O ` FOR ALL MULTIPLE LVL TO OUT5IDE AIR PER CODE DEVICE ALLOWING THE WINDOW TO RA1.Y OPEN,SHALL NOT REDUCE THE NET CLEAR ONE HOUR RATED EXTERIOR � '�'° TOGETHER W/ 1/2" BOLTS ® 2-0 O.G., 2 MIN, „ALL WASHER To� OPENING,4REA of TINE NOOK(HIT To LE55 THAN 5.1 SWARE FEET. 1 FROM TOP 4 BOTTOM, d MIN. 4" FROM E1405 PROVIDED WUTH DRAIN PANS WALL RESISTIVE ASSEMBLY - �-s. A- 3 2016023 2015 IEGG SECTION R 403.3: 2015 IRC-624778(503b) W GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO VENTIN6 SYSTEM TERMINATION LOCATION: � SHEET NUMBER E =EXHAUST FAN, -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2015111 SECTION R 402.4.1: UNITS 121 (MODEL A 1 15 ) DUET CLUSTER - NOTE: REVIEW THESE CONSTRUCTION DOCUMENTS UPON RECEIPT THE VENT TERMINAL of A DIRECT VENT APPLIANCE WITH AN INPUT Q PROVIDE SPRAY NOTE: O� 5` HD= HOLD DOWN 50 GFM 1NTERM1TrExr OR FROM ARCHITECT AND REPORT ANY AND ALL �DUGT5 OUTSIDE THE THERMAL ENVELOP 5HOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF 10,000 BTU PER HOUR(3Ky�U OR LESS 9RALL BE LOCATED AT LEAST = STAIR MANUFACTURER TO DESIGN STAIRS TO ® 20 GFM CONTINjoro -SEALING 15 MANDATORY FOR DUCTS,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENIN6 INTO A BUILDIN6,AND SUCH AN APPLIANCE WITH 0. FOAM IN50LATION IMl ALL WINDOW5 5HALL BE D15GREPANGIE5 INGLUDING ANY DIMENSIONAL CONFLIGTS, _JOINTS 5EAM5 AND GONNEGTION5 SHALL COMPLY WITH 5EGTION M-1601.4 LEAKAGE AND COMBUSTION SAFETY AN INPUT'OVER iOpoo BTU PER HOUR BUT NOT OVER 50MO BTU PER 6ARA6E CEILING® ANDER5EN 200 5ERIE5 MEET ALL APPLICABLE CODE-5 AND TO IMMEDIATELY TO ARGHITEGT FOR GORREGTIVE HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, 122 (MODEL Al ) FIRST FLOOR PLANZREPORT ANY DISC---"•-5 AND GONFLIGTS Got OF THE 2015 IRC. TESTING AND PROVIDE A WRITTEN (� ® CARBON MONOXIDE MEASURES PRIOR TO GONSTIRUGTION.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR SHALL HAVE LOCATION OF Q=TEMPERED -DUCTS SHALL BE PRE-5%RED TE5TED TO DETERMINE AIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A I2 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE TO THE ARCHITECT PRIOR TO STAIR FABRICATION. DETECTOR DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND W A 3 BEDROOM ABOVE 6ER UGH LAZIN6 NEVSCALED UNLE55 OTHERWISE NOTED. ROUGH-IN TEST AND A WRITTEN REPORT OF THE RESULTS SHALL BE 516NED VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' OW SMOKE DETECTOR BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RAVE. p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F- ^ , H V� Z C , W �1 E U O O I— .�...� p in p � •� U •cNrn ❑N cn Z — Z () L 5 co Lo L X M G A OU A co I-b AI-b AI b AI-b ❑ U M �N/ M 52'-2" VJE 0- 12'-2" II'-10" 2b'-2" O I HOUR RATED EXTERIOR BEARING WALL 5'-If' ASSEMBLY-5EE DETAIL: 91 s'n" s'-N" Z O 1-- U II'-0"PL.HT. — — — — — — — — — — — — — AI.I II'-0'PL.Hr. Z PL.f. - - - - - - - - - - - - O 3052 ❑ 0 I o III IlI I - _ = J, I I LL. Ln (2)2•Xb' lz II'-0"PL.Hr. I I II'-0'PL.HT. a z 4 I I IIS �II� q'-O'PL - - - - - - - D" 1 I ❑ Ib GJ o Ib'O.G. — — — (2)2'X6' z� a'-0'CEILING I I — — 1 I 4LN BEDROOM #3 N I t 1 0" I 2x6 GJ o Ib' c. II I FF�i--il � 4" 6. I 11 I I I b.. 4 2-b" I I I 4' 5'-4- 5 4' 16' I I I i O I ® I I I :o OH. I I I � � a'-0 CEILING 4 4' I IPI I � I I I I I I I '� I I I _� I I I BEDROOM #3 - - - o _ _ - - I I SD ui 4 GL 41-b" b' 5'-4- 4' S,�" m r � L- - I II ® � I V m 36'w6H ------------------- `� o t l I � ,�� ry�v �,� f� I�—� I I ❑ w O I I I _ RAILING �I v - _ -• - 5D � r - - - - � I � I `� Q GL Q I I I IL 11 i —1 o — — — / u'-0' .Hr. � C _ — DN 14R LOFT I (3)2X10 F 61 ER 36"HIGH I T o I Z3 I I ► �- - - -_ -� ® RAILING 6" \ 12'10" I rA a' rL: -0'CEILING g I I I \ fl 9'-0'CEILING I I I I z r , I t t\ I I 3 814- ATH / b" I �- - - - J I � u'-0'PL.Hr. I OFT _ I I I I w v I / \ UPPER GREAT �u � - - - ROOM —. ;n � / I I I I I L J � EF a'-0' uN6 h I- - - a-- - - -I-�-�o I / F' \ / I INT BRG PRTN J L- —� 4 I J I b' // V-10.1 4.. I ON 3 I I I I i I 4.I I 4'-b' 6 �v II'-O" � I 2'-6" •4' a'-4" — — — Kr BR6 PRTNFK corm III I I ROOF BREAK® 1 I© ®I I PPE 0AT t I F— ROM� — — 5Y4'x 14"LVL GIRDER J I GLERE5TORY WALL zz B 1 1 co ROOF BREAK14 I B (3)3040 DH I I I I 11 \ 11 7 AI-b CLERESTORY I AI 6 h'-l0'HD HT 1 \ ~ ❑ ry 4, I I ~ M N fN " �J N IIII ❑ N M 00 N �. 4"• —2�. I II.'0' b' 4'6" 114" I II'-0'PL.HT. II — — — — — — — — — — — -� I — — — — — — — — — — — — — I I I 4' 'PL.HT. I I ROOF BREAK® I I I I J I 1 I m a'-0'PL Hr. t CLERESTORY WALL I I I I 5Y4'x 'LARDER I � I j I I I j I o 011 BREA rrl')Io�Hr AI b ILEI I sroRY 0 A 0 0 0 0 0 0 11 II II II II I ' IIII > > > > > > � _J - - - - - - - - - - - - -I- - - - - - -� - - N Lo Z w U 12'-0' 12'-2' 1 12'-2" 12'-0' IT-4' d 0 O m AI.I W O w Y 54'-2" 54'-2' Q O•� W {W G A Z h--1 L) o AI b AI b AI b AI b � ^ 4 w u � p v O = J UNIT 122 UNIT 121 w Z I v� J MODEL Al (HOLLY) MODEL A 1 15 (HOLLY) 0 ❑ ❑ SECOND FLOOR PLAN SECOND FLOOR PLAN 3/16"=1'-0" LIVING AREA= 32Q 5Q. ET. 3/16"=1'-0" LIVING AREA= 3261 SQ. ET. F- m n TOTAL LIVING AREA TOTAL LIVING AREA K\ o 1 999 SQ. FT. 11999 SO. FT. �� ,0�,��e\=`� SEE ROOF PLAN FOR ALL 5TRIXWRAL FRAMING INFORMAn� �{ ©_ I HOUR RATED EXTERIOR BEAR] JOB WALL A55EME3 . 5EE DETAIL: (g) 015 RG-R312.2.1 2016023 NOTE: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO ONE CARBON MONOXIDE ALARM IN NEW IN DWELLING UNITS'WHERE THE TOP OF THE SILL OF AN OPB2ABE WINDOW OPENING IS LOCATED LE55 THAN UNITS 121 (MODEL Al - 15 ) DUET CLUSTER SHEET NUMBER ENGINEERED JOIST EF =EXHPUST FAN: 24"ABOVE THE FINISHED FLOOR Atd7 GREATER THAN 72'ABOVE THE FINISHED GRADE OR OTHER SURFACE SHALL NOT BE 15T, HD= HOLD DOWN 50 CFM INTERMITTENT OR REVIEW THESE CONSTRUCTION DOCUMENTS UPON RECEIPT TO AND TWO-FAMILY DYELLINff, BELOW ON THE EXTERIOR OF THE BUILDIN6,THE OPERABLE HOW SHALL COMPLY WITH OPE of THE NOTE " ': MULTIPLE LVL GIRDER GONNEGTION5: rOwrlHousEs AND DW3.LIN6 UNITS IN = �, ® 20 eFM eoNnwouS FROM ARCHITECT AND REPORT ANY AND ALL sRouP R-2 BIALDIN65(eoNDos a FOLLOWING: NOTCHED AND HOLES TAIR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT D15GREPANGIE5 INGLUDIN6 ANY DIMENSIONAL CONFLICTS, "OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER 5PWRE TO PASS THROUGH THE OPENING IN ITS z ALL HINDOWS 5HALL BE �� , „ CO-0P5)AND UNITS OFFERED FOR SALE, L4RSEST opew PoSITION. Z BORED UNLESS ANDERSEN 200 SERIES T ALL APPLICABLE CODE5 AND TO T06ETHER H/ 1/2 BOLTS 0 2'-0" O.G.,2 MIN, CO2 IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE IN THE IMMEDIATE VIGINITY OF 8� 122 (MODEL Al ) SECOND FLOOR PLAN 0 SPECIFIED BY THE REPORT ANY DISGREPENGIES AND CONFLICTS p=TEMPERED FROM TOP BOTTOM, = CARBON MONOXIDE MEASURES PRIOR TO CON5TRUGTION.DO NOT 56ALE BEDROOMS,ON THE LOW:5T FLOOR 'FALL PREVENTION DEVICES THAT COMPLY WITH A51M F 2090 MIN. 4 FROM ENDS DETECTOR (VIE WINDOW OPENING CONTROL DEVICE AFTER OPERATION To RELEASE TIE CONTROL DEVICE ALLOWINO MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6L.AZIN6 DRAWINGS.DIMEN5ION5 SHALL BE GALGULATED AND LCL GONTAINIrkS BEDROOMS. THE HWOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW NT TO w W CODE �p SMOKE DETECTOR NEVER 50ALED UNLE55 OTHERWISE NOTED. LE55 THAN 5.1 50UARE FEET, COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H W Z W E 0 ca) U ;v O p V O o I- ■1 07 U ■',,.� C-) C N 2Szrn IF 22 z _ Z 0 2f6 5 to L. Xu) M C) T< O C . ..1 . ❑ t` 0�0 co f1/ M V A G G A z AI-6 Al-b AI-6 Al-b O_ f-- U 18'-b"HIP WIDTH 16-2'FA50A WIDTH I6-2"FA5GIA WIDTH 18'-8'HIP WIDTH AL16N FACIA5 II'-0'PL.HT. O 11'-0'PL.HT. AI 5 LL Ln AI.I 111-0'PL.HT. M CARRY GKET 4 O -0 J I `,�i? I p 0• 9-0"PL.HT. GRI II' "PL.HT. ROOF(+/-)24" _ _ _ _ - ❑ F I PA5T BEDROOM U` 4 WALL L J FLU5H W/2x12 61RDER5 0 SIDES II'-0"PL.HT. o �`Q I ALIGN FAGIAS II-O PL.HT. q'-0'PL.HT. 12 12 � .::;12 12 I 1 ti%o ® \ IN AI-5 II'-0'PL.HT. cl" III ?xtQ ® Ib OG. RR® 94 2xIQI I N \Q _� I Imo" � 1'o" - I I I 12 Z-- 12 12 12 e r— .. ASPHALT ROOF%INRE5 ;;::;;y:; .. OH. �. 1 A " I �N " II'-0'PL.HT. w T 1 Him tv 2x8 RR 2x8 RR I I I�S,I ® y e 2x RR® Ib OG. 2x10"RR 0 Ib OG. W a 16 OG. ® �� I I �j " a , ® �` L II c/) YJOD SHEATH N6 I I I — 12 12 pLYY / I I �Z 'I N :135(-- !135 a I I 11 I-6• I OH. N,1 Fit R009NS FIT PAPER / I�I�I 1 I I yA � � I � �2k10' GIRDER m\ I � I 1 �. 11 O• � III ❑ TALL ICE t HAT82 SFHaD PE2 \ U� . N INS x (o \ FRAMNS N J ROOF 2x8 RR MAHIFACIURER5 SPECS.TO I I I F 2X8'RR x I I I 4 T I MAINTAIN PRODUCT HARRANTY. UNDER HIP GIRDER tv� — I ®Ib ®Ib OG. — — — � in N L O — — — GA�Y DDH+FRONT a-PA5GA- I Ip I I I - - I I �_ HN,V It TYPICAL - I c4. 12 12 I p� e I L cN 1' • I OAO AU1MI NIM DWP EDSE J L _ LJ -6 s I F� t �D II 5 t 13 �n -I f Tl U �H. AP r c III I N GRIG OF _ _ II `z ID ES TO G � R 6 s / I / \ 6 / xl RR® I OG 22 � / \ 1 III eurtER m yii/ N I _ 6ALV.GOttd-GTaRS 1 � I I � � — �r�)2"xlo• 61RDEi2 �;.:::;:>:;;:>>.>:>::4:'+ 'a>::.;: ;;,, � .\ I 1 IFI- AE FAGN soMr BEAM I I I — �n _ 2XI2 R106E BM W VENT- I II ; —=