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HomeMy WebLinkAbout42366-Z OFF06,tcpG�a Town of Southold 6/17/2019 P.O.Box 1179 0 co ? 53095 Main Rd �ygjQ# �ppf� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40448 Date: 6/17/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2 Harvest Pointe Ln Unit 79, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-47 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/24/2018 pursuant to which Building Permit No. 42366 dated 2/13/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issuedd is: one family dwelling with unfinished basement, covered porch, screened porch and attached two carag_rage as applied for. (Unit 79) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0133 1/22/2019 ELECTRICAL CERTIFICATE NO. 42366 3/21/2019 PLUMBERS CERTIFICATION DATED 5/22/2019 A N SiFNIk Plum ' g&Heat A th ' ed Signature C� TOWN OF SOUTHOLD y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 42366 Date: 2/13/2018 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 79, AUnit ) At premises located at: Harvest Pointe Ln Unit 79, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-47 Pursuant to application dated 1/24/2018 and approved by the Building Inspector. To expire on 8/15/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,923.20 CO -NEW DWELLING $50.00 Total: $1,973.20 Buildin 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 I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. ,B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and ,pre-existing"land uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2., A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. ,C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing'Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial$15.00 ` Date. 1_® New Construction: •Old or Pre-expling Building: (check on ) r � Location of Property: 71 Z ,_z ,, C House No. treet Hamlet Owner or Owners of Property: tt rn 0 V11 Suffolk County Tax Map No 1009, Section ®! ,Block I (� Lot Ll 7 S,U�(livision (,� —�- `— LVID NJ) @t ' fled Map. l 'Lot: Permit No. Date of Perini . Applicant: (twlo K- Health Dept. Approva): �g Underwriters Approval: Planning Board Approval: Request for: Temporary Cert ricate Final Certificate: h k o Fee Submitted:$ / S Ap ican Si tore - r CONSENT TO INSPECTION 0 the undersigned,do(es)hereby state: 'Owner(s)Na e(s) That the undersiyped •s) a ) Mowner, s�f�plemise n th T n of Southold,located at (/ [ a 1 (� which is sh wn zgj designated on the Suffolk Countv Tax Map as District 100 , Section 0 �, lock 6 ,Lot_ 47 That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Buildin�pe�ctor's �for e f lowing �� rdal 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: V-0 4iaa (Print 7�'l (Signature) :(Print Name) ftr so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® ® a® roger.richerta-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Rimor Development LLC Address: 2 Harvest Pointe Ln (unit-79) City: Cutchogue St New York Zip: 11935 Budding Permit#: 42366 Section: 102.1 Block: 1 Lot 47 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No. 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 52 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt 3 Recessed Fixtures 46 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30a Emergency Fixtures Time Clocks Disconnect 150a Switches R43 Twist Lock Exit Fixtures TVSS Other Equipment- 3-bath fans, 2-combination smoke / co detectors, 9-ARC fault circuit breakers, 8-combination GFCI/ARC fault circuit breakers Notes* Inspector Signature: Date: March 21 2019 81-Cert Electrical Compliance Form.xls �t��Q SO Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 eou BUILDING DEPARTMENT TOWN OF SOUTHOLD L JUN 1 7 2019 WINN OW CERTIFICATION -- jDate: Building PerrnitNo. J.WN �nOwner: Q 9 (Please print) 1� c�/� Plumber: ��Lk�+6�K (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plu ers Signature) Sworn to before me this day of MOU1 20 ANNA FIORITA Notary Public,State of New York LO Reg.No.01F16368364 Qualified in Suffolk C unh Commssion Expires Notary Public, County 4/�6 q 50Ulyp N O ply 0 N TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION, [ /FOUNDATION 1ST (CJI) [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: frxl6vlkvl - :its �) 1 1 A✓ �!b ory fig a - sow b � DATE 1 f INSPECTOR �pE SOUTy �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLSG. [ FOUNDATION 2ND A14 [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DIM " k-,% LA DATE S� INSPECTOR OF SOGIyo� * TOWN OF SOUTHOLD BUILDING DEPT. couffom 765-1802 INSPECT ON ' [ ] FOUNDATION 1ST [ ROUGH PLBG. [ VOUNDATION 2ND [ ] INSULA N [ ] FRAMING /STRAPPING [ ] FI L [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d1 /1� t pk, -1 Vktt,-,- vw� v , DATE a INSPECTOR OF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEzll(//� INSPECTOR i4- OF SOU a TyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RfuIGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION XECTRICAL ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) (FINAL) CODE VIOLATION KING REMARKS: c4wl A-4-1vo"', t +I v �iw �. t4// DATE /� INSPECTOR SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT `ycourm��' 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION c� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORS OF SOUryo $ # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I)INgULATION [ ] FRAMING /STRAPPING [ FINAL /I/�> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: JA Chy\&1,05f in 17 ' m6vtl-,� /pj*& caA=., l(to v"f DATE INSPECTOR hA PA , GRCI-I ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 imil1 mf^ ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 March 14, 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 79 -Permit#42366 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. ;ene submitted, ,��RED ARc �\� 08ERT Cyd y�T� C\ 6 2.0 y, AIA, LEED AP 9 T �238A0 DF NE�y JUN 1 7 2019 'Eel1` T-01 off,30UTj1w1':J `1'Y.!t,� s� �,,Mir ry;�E's� '�s '7''-"sN-'Tt �;�`1�"-_G,•t�s,5'r `'.-�Lh''"'. �c .'?s`' /� � ARCH ARCHITECTURE PC 3754 EXPRESS DRIVE SOUTH �d •az SUITE 202 w sISLANDix NY 11749 W W W.GRCHARCHITECTURE.COM (631)864-3395 November 14, 2018 r , � Town of Southold MD Building Department A "'' JUN 7 2019 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker TUNN OF S Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 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, �\5�DgERT �� Glen Cherve y IA, LEED AP Principal '9 023810 Q� TFOF NE�`l Home Energy Rating certificate Property HERS A- Laurel Model Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2019-06-11 Rating Number: MC084 2 Harvest Pointe Ln Registry ID: 667691925 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 60.4 $1225 68% General Information Cooling 1.3 $53 3% Conditioned Area 3674 sq. ft. House Type Single-family detached Hot Water 9.9 $178 10% Conditioned Volume 38531 cubic ft. Foundation Conditioned basement Lights/Appliances 24.1 $331 18% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features I Total 95.8 $1803 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Crlterla 17777 Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 42.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 85 cfm, 23.2 watts. 2015 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2016 F r- -- Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under a � Sealed Attic NA Exposed Floor R-39.0 Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate Htg: 1632 Clg: 1632 CFM50 ew :,i N Foundation Walls R-13.0 d Blower door JcZ 6- M 0 M_.n hr- $' +3 H Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 2.32 Fax# T Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: t REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 2 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 if home has multiple heating systems or water heaters) Date of Test: 2019-06-11 Outdoors Temp During Test: 70 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes 0 No a Tyne: Furnace W1 Boiler II Heat PumpE[Other❑ z Venting Type 3 DraftSpillage Spillage CO �CO E tcien Fuel Tvpe. Circle T e (Pascal)" orst Case - atural o- Case (Natural Ratin :95•0 ND PDOEIE❑ N=M❑S_0 NSA Pa. PassFail❑_ PaSSElFail❑ N/A Ppm NIA ppm Water Heater , Primary: Yes [D Vie: Standard Tank ✓❑Indirect Tankless El Size: 75.0 Style Common Vent El No ❑ InstantaneousQCommercial (See Not,5below) (Gallons) 4 Stand Alone Q✓ s, z Venting Type 3 Drat Spillage Spillage(Natural) CO CO E cien , Fuel Tvpe Circle Type)•- ( _ yp_) __ (Pascal) (Worse Case)' (Worse_Case) (Natural) EF: 0.69 N❑✓ P❑O aE❑ N❑M Q✓ S❑ N/A Pa. Pass[Z]Fail❑ Pass❑✓FaiIE1 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑ No 0 Oven CO 7 PPM I 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 1 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2019-06-11 -r-�- wrightsoft- Manual S Compliance Report Date: Jan 04,zo,s Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 • ct Information For: 2 Harvest Pointe Lane,Cutchogue, NY 11935 Cooling Equipment 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 .,941 x� a �n4 rDj 4 Manufacturer's Performance Data at Actual Design Conditions ' Equipment type: Split AC JUN 1 7 2019 Manufacturer: Generic Model: SEER 16.0 Actual airflow: 800 cfm - 0-, Sensible capacity: 16800 Btuh 96% of load Latent capacity: 7200 Btuh 206%of load Total capacity. 24000 Btuh 114% of load SHR: 70% Heating Equipment 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 ofACCA Manual S. - -wrightsoft10 2019-Jan-04 16 43 43 Right-Suite®Universal 2018 18 0.32 RSU20066 Page 1 AiCA Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces, W Form r— RPER 1 Residential • Review • At' �� • • (Loads, 15 Mar 09 AFOxd:adig Gn�sdTvmia Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes E:] No F� Mechanical license or MJ1AE Form`(and supporting worksheets) Yes o No r-1 OEM performance data(heating,cooling,blower)- Yes E] No F-I Building plan It Manual D Friction Rate Worksheet* Yes [:] No ij Duct distribution sketch. Yes o No F-I Home address(Street or Lot#,Block,Subdlvision):2 Harvest Pointe Lane, Cutchogue, NY 11935 HVAC LOADCALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation: Front Door faces West Indoor temperature: 68 aF North,Fast,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss 46217 Btuh Number of bedrooms 3 Conditioned floor area- 3788 ftz Summer Design Conditions Number of occupants 3 Outdoor temperature: 83 °F Indoor temperature 75 °F Windows Roor Grains difference: 30 gr/Ib @50% RH Eave overhang depth 1,0 ft Sensible heat gain: 19979 Btuh Internal shade: blinds Blinds,drapes,etc. EBV. Latent heat gain 3977 Btuh Depth window Total heat gain- 23957 Btuh Number of skylights- 0 HVAC EQUIPMENT • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace Equipment type: SplitAC Heating cfm: 875 Furnace,Heat pump,Boder,etc. Air Conditioner,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 HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) 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=(TF1x 100) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be Subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality orAuthority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrighttsoft, Ri ht-Sude®Universal 201818.0 32 RSU20066 Load Short FJob: -�- wrightsoft° Form Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 2 Harvest Pointe Lane,Cutchogue, NY 11935 Design 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 EQUIPMENT 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 (ftz) (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 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. =Ft-'wrightsofta 2019-Jan-04 16 43:43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 /Q(,C� ...Model Al MAN JSD1Rimor 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 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftT 2019-Jan-04 16 43.43 i� Right Swte®Universal 2018 18,0 32 RSU20066 Page 2 Arm . Model Al MAN JSD1Rimor Model Al MAN JSD JArup Calc=MJ8 Front Door faces W Project Summa Job: - - wrightsoft® Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project Information For: 2 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Informati-on Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 OF Outside db 83 OF Inside db 68 OF Inside db 75 OF Design TD 58 OF Design TD 8 OF 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(ft2) 3788 3788 Equipment latent load 3500 Btuh Volume(ft') 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 OF 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 AC CA to meet all requirements of Manual J 8th Ed. -Fo-.wrIghtsc ft" 2019-Jan-04 16 43 43 n- Right-Suite®Universal 2018 18.0 32 RSU20066 Page 1 ..Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor Bed 3 ri-8, cfm 129 cfm 30 cfm Loft 6x16 Riser Ret Riser 28cfm 6 x 16 10" 2 Stair Up Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page l 1648-A Locust Ave Right-Suite®Universal 2018 2 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0 32 RSU20066 2019-Jan-04 16:43 59 ...SD1Rimor Model Al MAN JSD JA.rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m Continuous Use Timer Breakfast Area 01 cfrn �51 cfm L82 cfm K82 Master Bath Master Bed Ik 99 cfm 1 cfm Kitchen Living Room Hall 3�Raer WIC 1.1Z ClIn 1% �3undry34 m WIC 2 k12 th 1 7 din Stair Foyer Bed 2 Garage & Ik91 cfm 8' Job#: Energy Testing Services LLC Scale: 1 . 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 2 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0.32 RSU20066 2019-Jan-04 16 43 59 ..SD\Rimor Model Al MAN JSD JA.rup N Basement Make up air 68 rGnn Skuttle Model 2161 262 dm 6" 9" L--Lj 6" 14" 6" 8" 8" x 16 10' 28" �0" 6 9„36x1 n 5" 0 10" 4„ 4„ Basen ent 26" 8„ up Riser Ret fuser 10" 4x16 10" 9" 87 cfm 87 crm 87 cfm Job#: Energy Testing Services LLC Scale: 1 : 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Sude®Universal 2018 2 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2019-Jan-04 16.43 59 ...SD\Rimor Model Al MAN JSD JArup Duct System Summary Job: + wrigh�tsoftm Date: Jan 04,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 2 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 Supply Branch Detail Table 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 sty Bold/italic values have been manually overridden -�-wrightsoft, 2019-Jan-04 16 43 43 s~ .mom•, ,._<.,,. RightSuite®Universal 2018 18.0 32 RSU20066 Page 1 Model Al MAN JSD%Rimor Model Al MAN JSD JA iup Calc=MJB Front Doorfaces 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 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(In) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 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 TableReturn Trunk Detail Trunk Htg Cig 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 wrightsofto 201 9-Jan-04 16 43 43 Ri ht-Suite®Universal 2018 18 0.32 RSU20066 ,y�L� 9 Page 2 /Rim Model Al MAN JSD1Rimor Model Al MAN JSD JA.rup Calc=MJ8 Front Doorfaces W Sherry Pirone From: Jacqueline Helpern <jeh100@mac.com> Sent: Thursday,June 13, 2019 9:18 AM To: Helpern, Robert E. Cc: Sherry Pirone;Alia Henry; Harvest Pointe Management Subject: Re: Punchlist: gutter Sorry to intrude on your personal day! Jacqueline Helpern jeh100nmac.com 917-783-9613 On Jun 13, 2019, at 8:29 AM,Helpern, Robert E. <Helpernhsh.com>wrote:e t Sherry, One other item:the showers are very weak.Can they be stronger? Bob Robert E Helpern Tannenbaum Helpern Syracuse&Hirschtritt LLP 900 Third Avenue New York,New York 10022 Email: reh(cDthsh com Tel. (212)508-6720 Fax-(212)371-1084 Follow us on Twitter: aOTHSHLAw and Linkedln Follow our Real Estate department:WHSH RealEstate www.thsh.com <image001 ipg> Notice:This message,and any attached file,is intended only for the use of the addressee and may contain information that is privileged and confidential. If you are not the intended recipient you are hereby notified that any dissemination or copying of this communication is strictly prohibited. If you have received this communication in error,please notify us immediately by reply e-mail and delete all copies of the original message. Thank you. From:Jacqueline Helpern<ieh100@mac.com> Sent:Thursday,June 13, 2019 8:01 AM To:sherry@harvest-pointe.com Cc: Helpern, Robert E.<Helpern@thsh.com>;Alia Henry<teamalia65@gmail.com>; Harvest Pointe <management@harvest-pointe.com> Subject: Punchlist:gutter Hi Sherry, I just thought today would be a good day for Henry to pop over and look at my leaky siding/eave next to the screen door. 1 Note that I have retired the old Punchlist as everything has been taken care of on it. My new Punchlist(in bold needs immediate attention): PUNCHLIST AS OF 2019.6.13 CONTRACTOR -basement window needs some kind of cap or flashing on the outside -the eave outside the master bath looks leaky 2 Sherry Pirone From: Miriam &Michael Lastoria <miriamlast@yahoo.com> Sent: Wednesday,June 12, 2019 2:35 PM To: Sherry Pirone Subject: Contact number and vacation dates Hi Sherry, Joey is here now and has fixed the problem. THANKS! The best phone number for us is our land line- 631 -765-5621 . We will be away on vacation from June 16th to June 27th. Should there be any problem and you need access to our house in an emergency, the Montefortes have our key. Have a nice evening. Best, Miriam and 19it's ore, Michael 1WECNANICAL CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President i r Vii"•-����� .�:.� JUN 1 7 2019 TO'%7VIq Off'SOUT.rT�� .:� 20 Feldland Street, Bohemia, NY 11716 • (631) 563-1298 • Fax. (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ]SLANDIA, NY 11749 VVWW.GRCHARCHITECTURE.COM (631)864-3395 May Z2, 30l9 Town ofSouthold \ \ \� JUN 17 2019 "~.. Building Department S3O9SRoute ZS 3"/r POBox 1179 Southold, NY11971 -- Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe atCutmhn8ue Screened inRear Covered Porch Unit No. 79Permit No.423GG 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. R es submitted, k�A�LEED�P E APPLICANT: #• f (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 QgUFr x CH":b b:.fR 236 I � �i�lJ,�G{�C Section`�- k 3L STOR AlE- R.- DRAINAGE { NAME: rx+ lock Lot b (3I (o1S 2- Date: Loch! INSPECTION REPORT FORM COMPLETED ��'�e®�Q� ® 'Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITS ®O�d•T®• YES NO NA' Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. [�;�1 IEST �f M [T , g• c. ''Condition of'Stockpiled Soils. d: -Verification,of Size&Depth of Leaching Pools. i== -A e5rbRTA WATCK I)-VAj11w { e. Verification of Drain Pipe Installation/,Concrete Parging. f. Driveway Installation within the Town ROW-Highway Specifications 1 { ��j�,--' � - r, APSOVS RrIf f1R6&C&D d g. Final Site Grading-Effect on Adjacent Property =1 C ( h. Inspection of Gutter&Leader'System-Drainage Piping ( (25-91-7 INA + i. Instalation of proposed Swimming Pool and discharge ring. J.. Inspection of Construction,Entrance/Staging Area(s). A C } k. Location of ro posed concrete washout area(s). A Finiil'Ins =ctlun fte nrt must I>e coin Ictd prior to Issuance of Cei•tiflcate of Occu •ticv. The applicant has three options for certifi6fi6n of drainage i :ritiritiolu * OPTION*.'I. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of ew York, i OPTION 2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage pi i i OPTION g:a Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. `t C" r k OPTION-*:1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department shogvj-�-•piacement &Sealed by a Registered Design Professional Licensed in the State of New York, of all drainage structures with appropriate background indicating.opation Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. i Town Engineering Department. —o TOS Review NOTES: TOS Review NOTES. L.-0 OGU A9 L - SC r_i� i — P1 ArK S&D » ; ****FOR ENGINEERING -PARTMENT USL:ONLY**** Additional Work is Required for Approval. i Reviewed& El. SMCP Installation is Not Complete. (See Notes Above) i Approved By: - - -, - - - - - - - - - - - - - - - - - - - - - i Stormwater Management Plan Installation has been Date: m aM Inspection*: "�� Completed$ Approved by the Engineering Department. 3 F FORM " SWCP Inspection Report Form-TOS October 2014 6 ffA&L'cjC. A BOX R6j; KV UN IaTSeNL� f i t yA f OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex \,\®f so �® P.O.Box 1179 54375 State Route 25 �® �® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) , , Telephone: 631765-1938 Southold,NY i!',_F www.soi tholdtownny.gov Cou 9� PLANNING BOARD OFFICE TOWN OF SOUTHOLD � " P j; i17( ' March 12, 2019 _ua JUN 7 7 2019 Mr. Henry Alia Rimor Development LLC T01AIN OF S,OUTA_� P.G. Box 908 Cutchogue, NY 11935 ; Re: Approved Residential Site Plan The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St.', Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board has found that the requirements for Units # 19-22, 77-82, 123 & 124 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made March 1, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these twelve (12) units. Please note that there are many ongoing conditions ofthesite 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. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, Donald J. Wilcenski- Chairman cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager • • • • CONIMMNTS Pobn WA- LEI r1coll 'Emn FOUNDATION(IST) ,v , ) . a _ 'FOUNDATION (2ND) LIZ:"I M1 ,17 , ROUGH FRAMING& PLUMBING Sly � � , �c A" STATE ENERGY CODE IA rMT-15 IMAP ADDITIOI�Ala COMMENTS I •r 0 x ' - 'v ■ i TOWN OF 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 Suryey Southoldtownny.gov PERMIT-NO: _ oCJ(� Check Septic Form N.Y.S.D.E.C. Trustees J r � � C.O.Application 2 r'-, �, Flood Permit Examined _ 0� ✓ ,20 I Single&Separate !__/ Truss Identification Form JAN 222018 Storm-Water Assessment Form J .r' ,�dam• d,• � V• i/ �� 1 �-`� Approved _ ,20 _ T'O� N OF SOUTHOLD Mail to: Disapproved a/c ��f o rs,2 . N r 3J Phone: ABI —01 47 Expiration 120 nspector PDDT EEIV PLICATION FOR BUILDING PERMIT , OCT 3 017 Date A 20 INSTRUCTIONS completely filled in by typewriter or in ink-and submitted to the Building Inspector with 4 sets of plans,acc ra e p o p an o 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 shall be kept on the premises available for inspection-throughout the work. e. No building shall be occupied or used:in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work-authorized has not commenced-within 12 months after the date of -issuance-or has not been completed within-18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,-iii 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,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. K(I (Signature of applicant or ame,if a corporation) �o6ox qog �� tu� t4qjlq ` (Mailing address of applican State whether applicant is owner,-lessee, agent, architect, engineer, general contractor, electrician,plumber or builder W h, Name of owner of premises 1 � � (As on thd tax roll or latest deed) If applicant is a corplDlation, signat re of dul au orized of icef AA (Name and title of cor rate officer J Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo a �iy/,11�o'f IaMbn whi/j(h p posed wo k b/e/d/�Pne:- t) House Number Street ,�,,,; f` Hamlet l d�•d�tBlock' Lot q 6 County Tax Map No. 1000�;_Section. -- 4 ��V'Subdivis'o 1" O i 1 _ � Filed Map No. ! 7 Lot CIO NPb ' p r..-e— 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 e4► Jc' 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition-, �,--- s ;--Other Work 2 (Description) 4. Estimated Cost 3 b7 ®0®,' ©® Fee filing this application) 5. If-dwelling, number of dwelling units ( PNum`ber of dwelling units on each floor If garage, number of cars ,t/ 6. If business, commercial or mixed_occupancy,-specify-nature,and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories J l� rl s';1 it �✓ ri 8. Dimensions of entre n�w construction: Front ear 7 Depth Ai �6 Height 92 7 Number of Stories 1,31 ba,sa..1,' 9. `Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner t I. Zone or use district in which premises are situated 12. Does-proposed construction violate any zoning law, ordinance or regulation?-YES NO 13.-Will-lot be re-graded? YES t,/ NO Will excess fill be removed frompremises? YES NO 14. Names of Owner of premises LL-.C- P Address INPhone No. 105 ��OD frame of Architect e1JU 0 Address --t SA4,41 a t4 Phone No 91 9,6 qr 3 9s Name of Contractor '5aAng- g au k4-,' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NC_,- IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE RFS IRE_D. b. Is this property within 300 feet of a tidal wetland? * YES NO c/ 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 topogra phical data on survey. 18. Are there any covenants and restrictions wit respect to this property? * ES IF YES, PROVIDE A COPY. ff j�yi rti v STATE OF NEW YORK) _ SS: CO-LINTY OF rl being duly swom, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the (Contractor,Age t, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work wi_Il be performed in the manner set forth in the application filed therewith. Sworn to before me this , a� CONNIE D.BUNCH, day of ��j tary Public.-Stele of New-York --No.01 BU6185050 Oue{ifled in Suffolk County �l , Commission Expires April,14,2-1ATv Notary Public '_` - Sign ` r Ap ica t OFFICE LOCATION: MAIMING ADDRESS: Town Hall Annex XxpF S0(/jP.O.Box 1179 54375 State Route 25 � Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY Telephone: 631765-1938 www.southoldtownny.gov G _ �Q �4 OUNT`1,� ' PLANNING BOARD OFFICE �� �.(J TOWN OF SOUTHOLD � - —.%I'--I- ``. OEM DD FEB _ 72018 MEMORANDUM TOWN OF 80�JTS®I:D To: Michael Verity, Chief Building Inspector From: Donald J. Wilcenski, Planning Board Chairman1�' Date: February 7, 2018' Re: Harvest Pointe (The'Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, 131, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown, could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5, 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. 1 s V{37C11ILDING ,11FF01 DEPARTMENT- Electrical Inspector a� JUL 2 3 201 TOWN OF SOUTHOLD ca n Hall Annex- 54375 Main Road -,PO Box 1179 p � MIDZGVE ,TTrUOLD Southold, New York 11971-0959 �j► O�� Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a-)town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - t� � Date: Company Name: Name: License No.: cqo j�j _ email: 1 Address: 10 0 ox q7LI f<1' ®! Phone No.: 16 1 JOB SITE INFORMATION: (All inf atio-n Required) Name: f0-pT6 0, Address: V Cross Street: a Phone No.: 63 7 6 BIdg.Permit#: email: -heah" Tax Map District: 1000 Section: ® Block: /, 60 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?:, , ; Y / NO Rou:' n5 Final Do you need a Temp Certificate?: ES NO Issue Temp Information: (All information/required) pUndergrourd 1 Ph 3 Ph 'Size: l V A # Meters Old Meter# ic - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead Lateral 1 2 H Frame Pole Work done on Service? a N Additional Information: 5599 PAYMENT DUE,WITH APPLICATION Jb O YeGak Request for Ins c' orm.xls � • � EN J EN 8 �,LF4^....v Y.4. .i���';` •�-4v•?��,ZY�� %•kjz ri' 6� �'� ,� J �`+r Rly NPS`'.•"' ',;r.;,§T^:�` ";.;: f..'b: {': - •=--sem;. ;� '&K�."` '^s?=�< �:•. " M 7 K ; `. , s fp 1 °RimFy - -5r - s�, P R7–XL ,xa X 2, LA tea"Tri . PROPOSED H COVERED 14' x 20' �y`L _ = '` -y 8-3X PATIO (TYP.) : – X PROPOSED NATURE TRAIL _gg (PERVIOUS PAVERS) PROPOSED COVERED R7–XR 15' x 20' R1-1 + � , k ` PATIO (TYP.) $� _ .;ter°��'- -=��'Y•r--..,=."Y'"�. - '-• � �.�_"".����� —STRIPE CROSSI PROPOSEDF ,� 15 x 20' y`ti FLUSH BBC _. c .� 50 BUFFR L BREEZEWAY �►� ( ) - TYPE 6–D -.= ( ) n K _ -RAMP- P R7–XL R7–XR - ? N37'13'30"W BELGI JM BLOCK CURBTYP. C6sl (SEE WAIL •'^t: F� AS' sµ" R7–XLV I oll R7-XR `" s ,•us T 3.-r"r f - . . r u (n I li i L` K o ul) T � P r I IG PIPE SHALL- BE 15' CPP WITH A SLOPE OF 0% `• """^""""" "' -'•'•••••---____ _r___,_______Td_ _ �_ ,� _ ____�.�___.__�_____.._ � k;_�, AS FOLLOW UNLESS OTHERWISE NOTED: STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED )NNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 1 BE MINIMUM 6"' DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE i 1%. TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT I' L BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH kL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. :R SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT - 4 MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' ;EWER/DRAINAGE LINES. I BLOCKING: ALL TEES; BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED �- ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING D WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND D MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC a PRESSURE 'AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE f E HYDRO-ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN --R/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 $ ET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT ! LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF ES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. INSTALLED UNDERGROUND. P e Garage Area l Unit Numbers Area (s Habitable (SF) Total (SF) Harvest Poi rite at 77-124 1,999 486 2,485 C u t c h o g u e 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 5 1,33,36,39,41,45 1,599 363. _ 1,962 Town of Southold 6,47,49,50,52,54, :- _ !, 58,,59,68i 72,76 _ No: Revision . -- Date-,i"=- APpvd. ' 2,5,6,9,11,13, 13 V TOWN/SCDHS'REVISIONS 7/28/17 `AVL' = t , 19,20,22,24, - 12 TOWN REVISIONS 6/14/17 AVL 5,28,30;32,35,38, 1,962- 11 SCDH REVISIONS 4/22/17 AVL 1;599 . 363 01,42,44;48;51;53, 10 REVISED PHASING PLAN PER TOWN ' 4/6/17 AVL, 7,60,62,64,66,70, x ' 73,74,75 -- — - - - - 9 :TOWN'REVISIONS J-- -~, - -3/27/17- - AVL-----. =- 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, m_ . 1599 1979 eci rigid .�� w�y, ,�, r� �� � Checlud`:ki��z'��r•'�•=,_� 380 ,. .,N µ 44 ;1,63,65,67,69,71 a ,: _. 4s ,`, ' :_;`s <f„; . .hWb'.a. Issued for Date --- 15,16,17,18 1,999 408 .2,407 ; July 10, 2015 N/A 6,188 N/A 6,188 SUM—1000-. 102-01-33.3 I Drawing Title SCDHS Approval Overall SUFFOL"IOWM®EPARTM&4T OF HATH SERVICES Utility ' PERW FOR APPROVAL OF 00N=U=0N FOR A SHOW LY RESIDENCE ONLY /Z lo f-7- OUS'S �0 APPROVED /�46Zf' Drawing Number � i FOR MAXIMUM OF �CiOV NELj/�- '} EXPIRES°619REI YEARS FROM DATE of APRT®17 �q'� p v. 0 ••I C4e4r Nt” m Sheet of i IS <-, 9 28 0 A9°FEss10%A Project Number 29305.00 SCDHS Reference # C10-06-0013 �II 4 i ' NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE .i PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES.RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, f PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 41` 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 THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY .L1 'NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS •�i, > OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. �O A COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O O GC y1�`G RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, �O 2a O 61 $ - - - • -RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMIT'fED IN OR BY ANY COMPUTER OR OTHER SYSTEM WTTHOUTTHE PRIOR WRITTEN `Op PERMISSION OF THE SURVEYOR 0^�'OG 02�, THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL 't� Z 'I +\7• MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER ✓ I,:.ti =?Y, PURPOSE 1Z$ � 26p �a DD2p a �q 23.E 26� s� MAR 1 5 2018 � SZ X623 Zp5 �� O 0 a� G2 G d�, B'Da_L.};✓,IIN DrJ_is a' `0�'�� TOWN OFSOUTHOLD ,�.Z9 �DG22 O6TO �@DAVID,o�y0� 2� ° 523 � �,,.oq D Azo Q�oQ0o 2� 0502A3 4AND Sv 2 02-27-2016 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED SURVEY FOR UNITS 79-80 UNIT DESIGNATION MAP OF r, HARVEST POINTE CONDOMINIUM 1 �y FILE NO.:471 FILED January 09, 2018 i � SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 47,&48 NELSON & POPE ENGINEERS & SURVEYORS &AP 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 _ WWW.NELSONPOPE.COM Ia- INDIVIDUALS00026I J DRAWN BY: NP ADD No.: SCALE: _ _ ��"`�`_1_,--"-`_�_,-. -•-_ •� -�. ;�^ �` -:-� Y 00026 'F �` CHECKED BY: PE FILE NO.: SHEET NO.: OF 1"=30' ' DATE: 02-27-18 PROJECTNO.: 00026 uk 10 NOTES- THE OTESTHE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM HE STRUCTURES TO HE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND HEREFORE ARE NOT INTENDED TO GUIDE HE ERECTION OFFENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FORANY 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,HE _ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFD(TO HE ITEM HIS SEAL AND THE NOTATION"ALTERED Br FOLLOWED BY HIS SIGNATURE AND HE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF HE ALTERATION. - COPIES OF THIS SURVEY MAP NOT BEARING HE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED � °\® g91 6Q t PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE •'op CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, n ��� q� SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS O` 'lop _:A �N� 7L0 OTHER THAN VISIBLE PERMANENT STRUCTURES OOH �" a TSN � QIESS,L• COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS OO �� 2 Q�� S DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY RESERVED NO ANDY O OTHER MEANS OR STORED,PROCESSED OR TRANSMITTED 20 �5J .o$ > i� ��..a 2O�y ? IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT HE PRIOR WRITTEN 7L0 t9 �'d (C�2j PERMISSION OF THE SURVEYOR O O 11• 7p R\'l ��;A 0- n�0 0\P O\Op 261 _ CJ2 pp2 EgO� 13.-YA��(� \\\ �NA� Al -01? �•rr {��t,���l t '`\ .l�' .� < r,. � 0 , T� 'O o 0io�`ep129 ? ,���2� OCT 2 1 2019 N �p QPJ� q '? ms's Ofn'Li� 61 'o G� O/ OG\ 7L q O �—�-\0, �.I QAV/pA 2� O p e-'' � o X52 e 0��. I w z 2 s2� �p2 c g v C) \316 co cp� CU P \��S 5 I 02-27-2018 FOUNDATION LOCATION 167.99' (ACTUAL) N 11-052018 CONTROL MODULE, FINAL SURVEY FOR — E PANEL,DRY UTILITIES UNITS 79-80 UNIT DESIGNATION MAP OF �. S52055'20"W &DRAINAGE LOCATED HARVEST POINTE CONDOMINIUM 1 R=275.00' I 11-14-2018 FINAL SURVEY L=77.85' 01-15-2019 UPDATE DRIVE INFO. FILE NO.:471 FILED January 09, 2018 N W I I SITUATED AT Q o CUTCHOGUE S 40052'3$" E N O TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 0I S C T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 47&48 25.43' o TOWN OF S52o55'20"W ��'' m r__ SOUTHOLD - NELSON & POPE 19.37 g ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z I j � PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE_ .COM LL O INDIVIDUALSURVEYS y i­- SCHOOL HOUSE LANE DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 02-27-18 PROJECT NO.: 00026 AD NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE \ 9ZF 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• PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON.UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED PROFESSIONAL EARG THE SEAL OF AN ENGIN EER OR LAND ALTERVEYOR.TO ANYWAY.AN ITEM IN VEYOR IS ALTERE G'c" ANITEM BEARING THE \\ \ ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO 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 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 \\ NO O OR RIPHYSICAL EASEMENTS ON PROPERTY UNLESSNOTED RECORDED EASEMENTS GHT OF WAYS,F C ANY,NOT SHOWN ARE NO CERTIFIED \\ \ QUO, UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED L O L � AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE .A°a IL ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN \\ \ \ PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED CT° O M \N�O �� .c�� �s OOti ST I O O? q¢ "'O� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS 2 \ .g)�• ��•0 r n �� q N THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. GIO ?i O• c�G �O CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR \y� P�lGR14 L <t Q'p� A$ a �� FURTHER DESIGN G PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUBSURFACE W \tom\ CONDITIONS IF ANY INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, /ajJ 9� •� O tJ�•����2j ,�:f SOIL CONDITIONS.VEGETATION.TREES.PATHS.DEBRIS OR ANY OTHER CONDITIONS A O "y2LA 50� OTHER THAN VISIBLE PERMANENT STRUCTURES 11� s yG \ np \ o a COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, �G o N RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED ORTRANSMITTED !\ O\ 26• .AFL �y G o O IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN�O 9N -y \ GQNQv�'� ap .� PERMISSION OF THE SURVEYOR N(1� �� O�O�O �sppiOj.G O� ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY.NOT LOCATED,NOT ��\\��\ o PP �'P_ 2� s \ SHOWN %\p 'P_ '° �P \i? \ 1 O SSV, ALL SANITARY PIPING 4'SDR-35,TYPICAL s \O OO 26• RR�EV , \\ \ G / 2 _ T��A a� oo HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S G� E PP�EEi '�5'F• G <<a��'o ti� UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA .Q ��PSE 129 � "Lp:L c��y 79 R10-17-0133 1,999 S.F. 486 S.F. 2,485 S.F. G,a o S ,� -x s s tn?i e• s - �G� \ �A� QP�ER 9� NCO '� `� 80 R10-17-0134 1,999 S.F. 486 q. 2,485 S.F. o, J1c� SANITARY SYSTEM AS-BUILT TABLE ,tp�°° Pss�cc•, c� STRUCTURE NAME TIE A TIE B U Gx� �\1- �P��FL ° o�� Vic.s� UNITS#79-80 I ® ® e15 - \\ r ° ��e e• ST-1 36.2' 28.6 �a CO. �lr s �?) 5'��CE' LU ® t � w �� o O� LU 0 � S$ c O �]) � �` 2° ® �' Fts � ST-2 �t14 5 �� i '+ - �== ` c 39.3 33.5 �.. �r� �,,3�t {s I. m _ \\ \ o\ LP 40.5' 48.5' X c.� ` - SY ©0 �e [� m %E=: �'� C 02-27-2018 FOUNDATION LOCATION Q iagn Ise GTS�GE= 09-05-2018 SANITARY AS-BUILT SANITARY AS-CONSTRUCTED SURVEY FOR w-I� ,. l 011:: o� ; \ UNITS 79-80 UNIT DESIGNATION MAP OF „-oszo,B CONTROL MODULE, HARVEST POINTE CONDOMINIUM 1 Ca `- \ E.PANEL,DRY UTILITIES la c# a m u. i o G.x - (-•, Cis S Q� CV �•, G In 8 DRAINAGE LOCATED FILE NO.:471 FILED January 09, 2018 v) 11-14-2018 DRIVEWAY INFO. CJ 1` �ti: SITUATED AT L °a' til ��, ' ®F N c AL1 .- s, , { �� EG� 12-06-2018 LOCATEELEC.BGAS CUTCHOGUE a `�`) � a -``�`'� : � P� � � '� � REVISED EFF.DEPTH TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK _ 0�� ®AVIp 1z-19-2018 z o�� U� �F w;-- ��,. � � � ft\ AND HABITABLE AREA S C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 47&46 �i ;J r-?� 6 r D dREVISED HEALTH n" ra 1 I`-� �- Y�_ DEPARTMENT 01-09-2019 NELSON & POPE REFERENCE N w LL _ NUMBERS AND AREA'S •' ENGINEERS & SURVEYORS 1 < cq c co Cc _a I " C� .� 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 cl" t ® =z� `D m�� = ,`O _._ �_ c__~ PHONE(631)427-5665 FAX(631)427-5620 -� a � \"��� do 0502A'5 �tCi� www.NELSONPOPE.COM 893 `� Q � w L A�j p cj� DRAWN BY: NP CADD No.:INDIVIDUALS URV00 26 S SCALE: ® FE s J1� CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I J 1"-30' DATE: 02-27-,8 PROJECT NO.: 00026 71 -4b Fire separation required as per NyS Code -APPROVED ASN,DOTED DATE:- `J R B.P.# `� CpCQ 4- 4.z 3 7 FEE: •2d BY: NOTIFY BUILDING DEPART T 7654802 8 AM TO 4 PM FOR THE" FOLLOWING INSPECTIONS: Must provide Manuals I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE D, J and S as per 2.=ROUGH - FRAMING & PLUMBING NYS Ener Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST _ BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Blower door REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR and. ductwork DESIGN OR CONSTRUCTION ERRORS. testing required. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES PLUMBER CF;rr7 AS REQUIRED AND CONDITIONS OF 4N'LEAD 0,ERT/F/CATE �v S'E-J SOU?HOIn?0!h,IN PLANNING BOARD '. PPLYSOLDER USYSTEIti/C f= L i EES =E1XG ED 2/10 OF I% L EA, OCCUPANCY OR � M8INGUMBIN� p;&WATER LINPS r:� USE IS UNLAWFI.°(, 7�aSTING BEFORE CC WITHOUT CERPI= OF OCCUPANCYELECTRICALINSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765,1 560 before Backfill,OR Provide Engineer's Certification TRUSS PLACARDING REQUIRED that the drainage has been installed to Code. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code R302.12 Draftstopping. 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 providggc9BneR p6stol�lSoRn 'tT9 a sleeping area, within 15 feet of the sleeping area. More TABLE 1405.1 CA 2017 N YORK STATE U IFOR COD floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet. e rb mos��Cidef ��a s,gaI b o b�,e w ere ry ss re # t o sl e o re than Properties of Soil Classified According to the Unified Soil Classification S stem PUBLISHED JULY 2017, EFFECTNE OCTOBER 31, 201 1316.i �'�' , 0 1 FIs rr� g �' e n �le m���r�ia�$, d�$Ig�, �pphct'�lo�i, co�i�s�r<QPtl8r5 �in�"ir�s�°a�a It�r�'o�fon��n y h"' 2017 NEVA YORK STATE CODE SUPPLEMENT ( 7) Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor a o b carBon � I��did . Z ast�l ma is s, UNifiED SOIL 2017 NEtk YORK STATE ENERGY CONSERyATION CONSTRUCTION CODE membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the following 562 '.1.1.2 °��liti$napcon�elr ifs bgidR.S �c� g��°�Ir�dedc8rfi a r4c�r o iso �i�°t Fp t#�inASs�a gQbo�dn�or�o id lad i�rG�i'sulatioy� com o ents.dglivered SOIL CLA3&F.CATION SOIL DESCRIPTION CHANGE W E FOR Y K AS THE 2016 CCC, REyISED AUGUST circumstances: 1 � a "B�tf}9�h2 f� �fn rB� F HEfe�djG ibpt4' giRa fac�fir�'r3 �a P�NP� '}'fi icb�)som �P88dW • GRouP sY M DRAINAGE FROST HEAVE Po1ENTIAL o 2017 NEVY YORK STATE ENERGY CD�SERyATION CONSTRUCTION CODE SUPPLEMENT ( MERE NoVYN N 9 io.2. .3 dtW o r n II t i r In one Sr34i?OL CHARACTERISTICS POTENTIAL EXPANSION � 0 2. Floor framing is constructed of truss-type open-web or perforated members. t d 3 are not covered b "� ai 2016. EFFECTryE OCTOBER 31, 201 Rfer4tiflCftrtltln tllAdfgRANNf tR,fFNfi1TM1@1rerS ttiOP�Je &tr?e �teRheh@ 4 A14,cdiTrdly RvltA, tRE3rWuiF�eTYS�nW ( ) Y GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 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 U 2016 NYSRC (2015 IRC 2ND PRINTING) R316.4 T 'i'R8 �bShl�r3. Utile g alt%AJse XWed in Section R316.5, foam plastic shall be separated from the interior of a building by O 2016 NYSEC (2015 IECC 2ND PRINTING) 8A5.2.3.3.1 �i itgn �ugf "n*Vq� @pa�r)PftpEhJ 0 n1 w@QQ%rd, cP POORLY GRADED GRAVELS OR GRAVEL. SAND MIXTURES, GOOD LOW LOW T LITTLE OR NO FINES Q_ TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 AND 1265 AND PART 300 R302.13 Fire protection 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 specified in Section R 316.4 is not required where all of the following apply: GROUP I -sw WELL GRADED SANDS, OR GRAVELLY SANDS, Z Y provided with a 1/2 inch gypsum wallboard membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside LITTLE OR NO FINES GOOD LOW LOW O N SECTION 1101 of the floor framing member. 1. Attic access is required by Section 1807.1. sP� PooRLY GRADED SANDS, OR GRAVELLY SANDS, E-- i o � s Exceptions: 2. The space is entered only for purposes of repairs or maintenance. GooD Low Low U LITRE OR NO FINES 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section 1316.6 or the foam plastic insulation is protected Gh SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW � U cv `- - 1101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, against ignition using 3/8 inch gypsum board. N Q N} SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and R316.5.11 Sili plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the GC CLAYEY GRAVE Cn 1E 4=Z - two family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress Section 1303 erimeter oist s ace without the thermal barrier s ecified in Section R316.4 sub ect to all of the followin �, j P P j g; LS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW Z () N 3 (6 LO and their accessory structures not more than three stories above grade plane in height. Light, Ventilation and Heating 1. The thickness of the foam plastic shall be not more than 3Y4 inch. -Sc _ CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW O L 0-V)=a M R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. MLW INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR. U Q Lu ca c 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. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW CD V5 "T 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 ❑ = ti cc the top of the wall, unless supporting a surcharge. Exceptions: less when tested in accordance with ASTM E 84 or UL 723. M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical a INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, U 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. GRAVELLY CLAYS, SANCLA Ys, SILTY cLaYs, LEAN MEDIUM MEDIUM TODLOW Section 1317 Protection of Wood and Wood-Based Products Against Decay location on property, 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 1317 All sills and plates on exterior foundation wall to be ressure reservativel treated. _ panel products are in place, but before any plaster is applied, or before board or panel joints and fasteners are taped and of producing an average illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the P P y n- Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends R404.1.6 Hei finished. floor level. wrapped with aluminum flashing. ght above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 1317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the followin locations b the R404.1.7 B 1109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 1322.1.10 shall be stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an artificial light 9 Y ackfill placement. Backfill shall not be placed against the wall until the wall has sufficient strep th and has been use of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the s ecies roduct 9 submitted to the building official prior to the final inspection. source located at the bottom landing of the stairway. preservative and end use. P � P � anchored to the f,00r above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. 1317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in Section 1405 Foundation Drainage 1202 Definitions: Section 1305 accordance with AWPA M4. Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other that Ceiling Height R317.3 Fasteners and connectors in contact with reservative treated and fire retardant treated wood. F ste 1405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and Z P a Hers, including nuts and enclose 'habitable or usable s aces located below rade. Drains a tiles ravel or crushed stone drai fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building 1305.1 Minimum height. Minimum ceiling heights of 7'-0" 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 ,,- P 9 g 9 ns, perforated pipe or � envelope. rooms & laundry rooms. this section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven other appro.,vd systems or materials shall be installed at or below the area to be protected and shall discharge by gravity U Mezzanine, An intermediate level or levels between the floor and ceilin of an sto or mechanical means into an approved drainage system. 9 Y rY• Exceptions: fasteners shall be in accordance with the material requirements of ASTM F 1667. � Windbome 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 Exception: A drainage system is not required where the foundation is installed on well dlrained ground or sand gravel Of mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. F- 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 Cp 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 Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted 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 Section 1406 Foundation Waterproofing and Dampproofing p limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, the R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throw h R308.4.7 shall be considered to be specific 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 re uired R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U P 9 b the fire code official, address identification shall be rovided in additional a roved locations to facilitate emergency esponse. earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the W design shall comply with the International Building Code. locations for the purposes of glazing. Y P pp 1. AF&PA Wood Frame Construction Manual ('WFCM). (2015 EDITION) R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O or other sin or means shall be used to identif the structure. Address identification shall be maintained. IL Ln hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the floor. 9 Y R301.1.3 En ineered desi n. Where a building 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. 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 F- 9 9 Section R321 Elevators and Platform Lifts one-half of the backfill) halo ht and covered with stri s of 30 o O ` ' J R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge 9 p p and asphalt paper or 6i MIL polyethylene to permit water Z 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 321.11 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall seepage,while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of (3 be com atible with the erformance of the conventional framed system. Engineered design in accordance with the International R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex osed ed a of the lazin is less than 36 inches above the comply with ASME A17.1/CSA B44. soil as was removed during excavation. ❑ `J C) P P 9 J P 9 P 9 9 9 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 shall comply with ASME A18.1. r T , P'�'� hazardous location. 1408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by a P-1 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 class 'one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents v:thin 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 322.11 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 anel to be min. 18" b 24". 0 enin s throw h erimeter TABLE R301.2(1) Zones, as established in Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and P Y P 9 9 P wall shall Ibe Hat less than 16" by 24". CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Section 1310 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 F� GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD Air Mean the most restrictive flood hazard area. Buildin s and structures located in whole or in art in identified floodwa s shall be R502.2.2 Blocking and subflooring. Blocking for fastenin anel ed es or fixtures shall be a mininnum of utilit rade lumber. SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) 9 p y g p g y g TERMITE DECAY HAZARDS designed and constructed in accordance with ASCE 24. subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. O CATEGORY WEATHERING TEMP REQUIRED Index Temp R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue R502.4 Joists under.bearin artitions: Provide 2x full de Wl LOAD (mph) Effects Wind bourne DEPTH opening. R 322.11.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 9 P pth blocking � 48" o.c. max. where beam is not located under wall to n , Region Debris unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that allow for piping or vents. I- P-1 w zone 1310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net c ear opening of not ass hen square feet. such enclosure is not built so as to render the building or structure in violation of this section. R502.6 The ends of each oist beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less W The net clear height opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. J 9 / cg MODERATE SLIGHT TO 10 R 322.11.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, than 3 inches on mason or concrete exce t where su orted b the use of a roved joist hap ers. 20 130 NO (B) SEVERE 36". Yes X 1500 1310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not rY P pp y pp J g 0 TO HEAVY MODERATE Degrees 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 laterally at ends by full depth solicd blocking or by attachment to 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 1322.2 or 1322.3. CLl with Section R310.2.3. band or rim joist. 1301.2.1.4 Exposure category. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditionin ; lumbin a fiances and 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous close) s aced obstructions having the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width 9 P 9 pP 1502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural [�� p Y P plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section 1322.2 or lue-laminated members, cross-laminated timber members r - ❑ ^ size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully R322.3 provided that they are designed and installed to prevent water from entering or accumulatin within the com onents and 9 o I joists are prohibited except where permitted by the O 2. Ex osure C. 0 en terrain with scattered obstructions havin a hei ht less than 30 feet extendin more than 1500 feet. opened. g P manufacturers recommendations or as shown on these drawings. p p g g 9 to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding Ex osure D extends downwind 600 feet from the artiall obstructed area. Includes flat o en count and rassland. 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 desi n flood elevation i R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with a roved en ineeriin ractice & be re ared b a p P Y P rY 9 g n accordance with ASCE24. Electrical wiring systems are permitted to be located below the PP 9 9 P P P Y 3. Ex osure D. Flat, unobstructed areas ex osed to wind flowin over open 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 the conform to the rovisions of the electrical art of this code for wet loco' registered truu., design professional where required by the statues of the jurisdiction in wlhich the project is to be P P 9 Y P p tions. P Ex osure D extends downwind 600 feet from the unobstructed area. inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center vertically for constructed. P the full height of the window well. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. 6 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the buildings foundation drainage system required Section 1506 Concrete Floors On Ground 1301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the R 322.1.18 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall ( ) � by Section R405.1 or by an approved alternative method. R506.1 Concrete slab on rades to be min 3-1 F laterally unsupported bearing wall stud height permitted by Table 1602.3(5). Individual walls or wall studs shall be permitted to - - coverings below the elevation required in Section 1322.2 or 1322.3 shall be flood damage-resistant materials that conform to 9 /2 inches thick. exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design Exception: A drainage system for window wells is not required where the foundation is on well drained soil or sand gravel mixture the provisions of FEMA TB-2. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand ravel crushed stone cruse Q shall be rovided for the wall or wall framin members where the limits of Cha ter 6 are exceeded. Where the sto hei ht limits soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table R405.1. 9 9 9 h d concrete or crushed co p g p ry g R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � 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: n Exception: � base course is Hat required where the concrete slab is installed on well-drained or sand-gravel mixture soils �' �+../ accordance with the International Building Code. R311.7 Stairways 1. Be used solely for parking of vehicles, building access or storage. classified as Group I according to the United Soil Classification System in accordance with Table R405.1. Z irwa s h II b than 36 inches in clear width at all oints v t e ermitted handrail ei h and b I w the c W 1311.7.1 Width. Sta y s a e not leers p abo e h p h g t e o 2. Be provided with flood openings that meet the following criteria and are installed in accordance with ,,action 1322.2.2.1: 1506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved va or retarder with joints la ed not less than 6 inches R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, required headroom height. Handrails shall not project more than 4 % inches on either side of the stairway and the clear width of 2.1 The total net area of openings shall be not less than 1 s uare inch for each s uare foot of enclosed area where a shall be placed between the concrete floor slab and the base course or the re ar J rpp D q q th p p ed sutbg ode where no base course � 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 X inches where a handrail enclosed area is measured on the exterior of the enclosure walls. exists. The vapor retarder is not required for Garages, utility buildin s and other unheatedl accesso structures. U 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: 9 ry O tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chaptem ' 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 buildin has more than one Section 1602 Wood Wall Framin 0 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12'-3") between floor levels or landings, enclosed area below the design flood elevation, each area shall have openings. g R602.3 Design c.nd Cr,*",''-'irtion. Components of exterior walls shall be fastened in accordance with Tables R602.3 1 throw h 1. Whe 2. The bottom of each o e i.r y 9 ( ) 9 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour •:1311.7.5.1 Risers. The riser height shall be not'more than 8 1/4 per supplement. p Hing shall be not more than 1 foot above the higher of the final interior grade or floor and the 1602.3(4). �::: sheathing shall be fastened directs to framin members and shall confirm to the requirements of Tabte fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. finished exterior grade immediately under each opening. R602.3(3,. 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 k inches shall be provided on stairways with solid 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet -____-- the requirements of this section. 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263. risers. TABLE 1602.3(1) FASTENING SCHEDULE 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. R 322.3' Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. EXTERIOR WALLS 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom I CRI ON AST N a,blc d '�_ ( , ) LYP_E 1311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, of the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade , ' MINIMUM MINIMUM FIRE Exceptions: beams and bracin is elevated to or above the base floor elevation lus 1 foot or the desi n flood elevation, whichever is 1. BLOCKING BL ,EEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE (JAIL ` EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 9, P 9 1. Handrails shall be permitted to be interrupted by a newel post at the turn. higher. 2. CEILING JOISTS TLS TOP PLATE r ti WALLS FIRE-RESISTANCE RATED 1 HOUR <5 feet R311.7.10.1 S iral Stairwa s. S iral stairwa s are ermitted rovided that the clear with at and below the handrail is not less than 26 inches _ THREE SD COMMON. TOE (JAIL Iii vi n - P Y P Y P P 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in 3. CEILING JOISTS (;'.;T An"HED TO RAFTER , LAPS THREE 16D COMMON ¢ N N ti N NOT FIRE-RESISTANCE RATED >_5 feet and the walkfine radius is not greater than 244 inches. Each tread shall have a depth of not less than Q inches at the walkline. coastal high-hazard areas and Coastal A ones shall be su orted on ilin s or columns. ) FACE NAIL 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 q inches. Headroom shall not be less than 6 feet 6 inches. PP P 9 OVER PARTITIONS o � N M 06 N TABLE R302.1(2) R 311.8 Ramps. Section R325 Mezzanines 4. CEILING JOIST TO PARF;LLEL RAFTERS + LAPS TABLE R802.5.1(9) 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. 5. COLLAR TIE TO RAFTERS THREE IOD EACH FACE NAIL 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 12.5 ercent Exce tion:Where it is technical) infeasible to com I because of site constraints, rams shall have a sloe of not room ors ace in which the are located. The enclosed ortion of a room shall not be included in a determination of the THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE ( p ), p• y • p y P P P y P FIRE-RESISTANCE RATED 1 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. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE IOD COMMON. TOE NAIL 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 R311. 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 R302.2.1 Continuit . The fire-resistance-rated wall or aissembl se aratin townhouses shall be continuous 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 DRACED WALL PANEL y Y P 9 __'( ) 16D COMMON AT 16"O.C. FACE NAIL vi underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, 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 FIEADER, TWO PIECES Z Z Z Z z Z including wall extensions through and separating attached enclosed assessor structures. operable window shall comply with one of the following: 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, _provided that the 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o O o _O O 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin is a re ate floor area of the enclosed s ace is not renter than 10 ercent of the mezzanine area. 11. CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOE NAIL o7 `f' F0 07 U) `" R302.2.2 Parapets for townhouses. P P 9 P P 9 P 9 P 9 g9 9 P 9 P > > > > > j in its lar est o ened osition. 12. TOP PLATES TO TOP PLATE w w W w w w 1. The parapet shall extend not less than 30 finches above the roof surfaces. 9 P P 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler 16D COMMON ® 16"0/C FACE NAIL o- � � � � � Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. system in accordance with Section 1313, a mezzanine shall not be required to be open to the room in which the mezzanine is 13. DOUBLE TOP PLAIES SPLICE 8-16D COMMON 24"MIN LAP SPICE EACH SIDE OF JI01 FACE NAIL 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. ( m fire-retardant-treated wood for a distance of 4 feet on each side of the wall or walls or one layer of 5/8 inch Type X gypsum R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control Section 1403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o board is installed direct) beneath the roof deckin or sheathin , su orted b not less than nominal 2 inch 51 mm led ers device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear opening area 1401.4.i In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL LO Y 9 9 PP Y ( ) 9 0 cls a sand silt ravel or cls a ravel with a re 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 1310.2.1. y y y g y y g p sumptive design load bearing value of 2,000 PSF. Do not place footings 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL r an o enin s or enetrations in the roof are not within 4 feet of the common walls. on soil that consists primarily of clay or silt or have any inorganic material or fill. y P g P FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is Section R313 Automatic Fire Sprinkler Systems R402.2 Concrete: A 28 day minimum compressive strength (f c) is required at the following locations: Tr^ 2. Basement walls ex osed to weather: 3000 si lus 5 to 7% air entrainment 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL more than 30 inches above the lower roof. The common wall construction from the lower roof to the underside of the higher roof 1313.1 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. 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 TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 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 OP. BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL z W Exceptions: 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 W 1. Foundations supporting exterior walls or common walls. R313.2 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 28. 2X LEDGER THREE IBD COMMON AT FACH JOIST OR RAFTER. FACE NAIL 11 0 5. Townhouses se arated b a common wall as rovided in Section R302.2, Item 1 or 2 shall be equipped throughout with an automatic sprinkler system. with stud bearin walls, isolated Iain concrete footin s su ortin columns or edestals are M P Y P 9 P 9 PP 9 p permitted. O m 1302.3 Two-famil dwellin s. Dwellin units in two-famif dwellin s shall be se arated from each other b wall and floor assemblies havin R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section R 403.1.6 Foundation Anchors e: Wood sole lutes at exterior walls on slabs and all wood 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and J o Y 9 9 y g P Y g P2904 or NFPA 13D. 9 P foundation wall sill plates shall be anchored ROOF, AND WAiJ_ SHEATHING TO FRAMING ( ) " / W W not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated with Tri inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 8D COMMON ROOF 12 o c at interior > Y, floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, 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. 8D COMMON (SUBFLOOR) supports (see note f) W w I- foundation to the underside of the roof sheathling. 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. All nails are smooth-common box or deformed shanks x U o e Capt where otherwise stated. Nails used for framing and sheathing Exce tions: 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. Z P connections sholl have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), O be ermitted Ito be located such that their deflectors are within 1 inch to 6 inches below the structural members and a TABLE 1404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. Cn 1.A fire-resistance rating of � hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed P in accordance with NFPA 13. maximum d. ance of 14 inches below the deck of the exterior balconies and decks that are constructed of open wood U) UJ R302.3.1 Su ortin construction. Where floor assemblies are re uired to be fire-resistance rated b Section R302.3, the su ortin joist construction. 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 pP 9 q Y PP 9 f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end 0 r T , z 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. W Section 1314 Smoke Alarms HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a WALL (FEET) '- ❑ w self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device. R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. U 1302.5.2 Duct Penetration. Ducts in the garage and dusts penetrating the walls or ceilings separating the dwelling from the garage shall be R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be 58 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 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 N constructed of a minimum No. 26 gage sheet steel or other approved material and shall not have openings into the garage. listed in accordance with UL 2034. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY roof/•;ailing assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum ui ( 4 ol 1302.6 Dwellin - era a fire se oration. The siege shall be separated as required by Table 1302.6. Openings in garoge walls shall comply 1314.3 Location. Smoke alarms shall be installed in the following locations. >8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or I- \./ 0 9 9 9 P 9 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY where t ultimate design wind speed is less than or equal to,130 mph, 2X6 #2 grade studs supporting a roof load with I- 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 r�1o;& than 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on Z shall not apply to garage walls that are perpendicular 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. K Z J 1302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that R602.3.2 Top piote. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and Z Q Q Q areas. contains a bathtub or shower. TABLE 1404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls inters;:ctions with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates (D o Q 0 R302.6 Garage ceiling: 5/8 type X gypsum board R314.3.1 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 R302.9 Flame Spread & Smoke Density 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: or the studs. I W .9� 200. 130.9.2: 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 R602.6 Drillinq and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & `- ERI O R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: appliance. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH bor°d hole limitations for exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior _U �� C, 1. In concealed s aces of stud walls and artitions, includin furred s aces and arallel rows of studs or stn ered studs, as (FEET) (FEET) Do not backfill with any soil containing silt or clay. non bearin wails & fi ure R602.6.1 to late framin to accommodate I m 16 a e aind 1.5 inch wide metal tie I••- 'f " ' m p p 9 P P 99 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a 9 9 P P• 9 D A 9 9 9 C7 � m follows: permanently installed cooking appliance. WALL THICKNESS (INCHES) fast:ned across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers Q ft < 0 1.1 Vertically at the ceiling and floor levels. 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal) from a ermanentl Installed cookin a 10 12 specifications for engineered products. (figure R602.6.1) 2 ,CA 14_ � ;i ` m --4 ( ) Y P Y 9 8 7 NR NR NR W A .� � / Z 1.2 Horizontally at intervals not exceeding 10 feet. appliance. I- 2. At interconnections between concealed vertical and horizontal s aces such as occur at soffits, dro ceilin s and cove ceilin s. 9 8 5 0 41 NR NR ( �� P P 9 9 4. R 314.4 Interconnection. 'fJhere more than one smoke alarm is required to be installed within an individual dwelling unit in U ,� 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with accordance with Section R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will 10 9 6 0 41 5 0 22 NR (f � ; ��} Section R302.7. activate all of the alarms in the individual dwelling unit. NR denotes no reinforcing required. ❑ \�i ti'O 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free Locate vertical bars %4" clear from inside face of walls. The center of bars shall not va from this b more than % inch. �'' passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 Section R315 Carbon Monoxide Alarms ry Y requirements. R315.1 General. Carbon monoxide alarms shall comply with Section R315. 5. For the fire blocking of chimneys and fireplaces, see Section 81003.19. R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms --- JO UMBER 6. Fire blocking of cornices of a two-family dwvelling is required at the line of dwelling unit separation. shall be listed in accordance with UL 2034 and UL 217. R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. 0 1 6 0 2 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 , LLI 2. Two thicknesses of 1" nominal lumber with broken lap joints. following conditions exist. 1. The dwellin unit contains a fuel fired a liance. SHEET NUMBER 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 9 PP• 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. W 5. One half inch gypsum board. 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 I, 2008. retained in place. Q COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetratingexterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) wall by one of he following methods: P P P P TRUSS IDENTIFICATION S I G N �_. N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z ULTIMATE DESIGN P PP j P P MINIMUM NAIL PANEL NAIL the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation W WIND SPEED V ult 2. A flashingof an approved efastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less PP E MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage CONSTRUCTION AND/OR TIMBER CONSTRUCTION 2 o WOOD NOMINAL PANEL STUD SPACING than 6 inches (153 mm) below grade. from the tank will cause damage, the tank shall be installed in a an constructed of one of the following: ai WIND EXPOSURE 9 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) N1101.14 R401.3 Certificate Mandato A permanent certificate shall be completed b the builder or HERS Rater professional and posted P 9 REFLECTIVE RED 6 DIA. V � (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY ( ) (Mandatory). P P Y P P 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O 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. V 0 B c D 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. PANTONE (PMS) X187 8 a2 TABLE N1102.1.2 (8402.1.2) 8d Insulation and fenestration Requirements b Component 3. Other approved materials. N Z w COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q Y P ` , 8602.3.5 Braced wall ane) uplift load 8th. Braced wall panels located at exterior walls that support roof rafters or trusses CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL Aplastic pan shall not be installed beneath agas-fired water heater. V O L O' � L p P P P PP ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE V >0 � (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 R-VALUE Section 0101 Scope EFLECIIVE �" U forces in accordance with accepted engineering practice. 0101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 9 CU-1 RWHITE W -a) o N>- 4MAERIN PT 0.�; 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 » f- •- 0) . 8802.11 Rafter or truss uplift force. '�T Section 0102 Genea).- ral Definitions Z ULO For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B 1/4" L X rn 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-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a 1/2 OU Q w (U c` solar photovoltaic or solar thermal system. TRUSS IDENTIFICATION SIGN STROKE Vi `t 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 = LO - m P > COMPLIANCE WITH 19 NYCRR 1264 M co Increase x1.09 for itch < 5 12. Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. roof/ceiling assemblies shall be R-30. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to ❑ P / / P 9 P Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE DOSTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN UU R702.3.5.1 Screw fastening. Screws for attaching sum board and sum ane) products to wood framing shall be Type W or Type S in 500 sf (46 mz) or 20 percent of the total insulated ceiling area, whichever is less. DIAIILIER,WITH A STROKE WIDTH OF 1 W sp g. g gyp gyp P P 9 YP YP 0103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. /2„.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHILE IN � accordance with ASTM C 1002 and shall penetrate the wood not less than 5 8 inch. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE P / spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 0103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive ofP4 R702.4 Ceramic Tile. mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) MATCHING SYSTEM(PMS)X181. a Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration SECTION 1265.4.SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of three stories or less in height above rade lane and with a total floor area less than or equal q ( ) requirements of Table R1 102.1.2 based on the applicable climate zone specified in Chapter 3. 9 9 P q to 2,000 square feet 185.8 mz materials listed in Table R702.4.2, and installed in accordance with the manufacturers recommendations. per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 11 N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the composed of areas not less than 5 feet 1.52m in width and not less than 80 square feet 7.44 mz exclusive of access or set TO THE EXTERIOR OF THE RE90ENIIAL STRUCTURE PROVIDED,HOWEVER;THAT. IS AFFIXING THE SIGN OR TABLE R702.4.2 subfloor decking. P ( ) q ( ) SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials back areas as required by the International Fire Code. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL N1102.2.9 down(R40o 1 Basement walls. Walls associated with conditioned basements shall is insulated from the top with the basement wall U 103.4 Obstructions. Solar-read zones shall be free from Obstructions includingbut not limited to vents chimneys, and roof-mounted TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD down to 10 feet (3048 mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned Y ' ' y ' GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 basements shall meet this requirement unless the floor overhead is insulated in accordance with Section N1102.1.2 and N1102.2.8. equipment. WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 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 Z 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. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE _O NONASBESTOS FIBER MAT REINFORCED CEMENTITOUS 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 SP .IFIr.ATInNS• � and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in U TABLE R703.8.1 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 Z) accordance with UL 907. W Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (8402.4.1.1) positioned at the opposite (load) end from the input feeder location or main circuit location. INTERNATIONAL BUILDING CODE. SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES Air Barrier and Insulation Installation • 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. F_ .,c Onches) ABOVE ABOVEABOVE , 0 L3x3x1/4 B'-0• 4'-6• 3'-0• 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: Z 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 L4x3xt/4 8'-0• 5'-0• 4'-8• BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. p (EQUATION 16-8) O least one receptacle outlet is required for each car space in a garage. D + LEQUATION 16-9 U CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY L (EQUATION L5x3.5x5/Te 10'-0• 8'-0• 8'-0• GAPS IN THE AIR BARRIER SEALED. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D + S (EQUATION 16-10) Of L6x3.5x1/4 14•-0• 9'-8• T'-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 resistantD + .6W (EQUATION 16-12) OW /1 BE SEALED. D + 0.75 (.6W) + 0.75 S (EQUATION 16-13). L�l/•� KNEE WALLS SHALL BE SEALED. a. Long leg be the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE 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 O ` ' J THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. c. Minimum be to be 6". R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE Z 8703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 CATEGORY B. 17 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 1. Minimum of 4 inches 102 mm above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: [�] 8703.12.2 Flashing at foundation. A(corrosion)resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY g 9 ( ) 9 9 9 GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR plastic with a minimum vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 FLOORS) THE FOLLOWING LIVE LOADS: TABLE R301.7 ION PLA10 TCDL = 15 PSE, BCLL=IOPSF, AND BCDL = 10 PSE. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 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: 8703.14.2 Fire SeparatiSPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(5) ALLOWABLE on. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 LL.r--�� and walls closer than 10 feet (3048 mm) to a building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS f� Exception: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER UNER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN THE DRYWALL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: O 8703.8.2.2. 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. r. 9 Y EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. 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. H 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 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. LLI 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. CO feet 8 inches, with max 7:12 roof pitch. 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 4.3. BOTTOM CHORD LIVE LOAD. p between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having on air leakage rate ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE 8301.2 4 A Exterior walls with plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. 8703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout P 9 9 ( ) pp � r and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout 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 8301.2.1.4 Exterior walls with brittle finishes L/180 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. V minimum tie size= 22 US gage. Minimum tie fastener = 8d 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 4.6. CONTROLLING WIND LOADS. ❑ tie shall support not more than 2.67 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 seismic provisions of code per 8301.2.2) Exterior walls with flexible finishes I L/180 5. ADJUSEACH MEETS TO ORCE LUMBER AND DIRECTION.JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. O 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 Lintels supporting masonry veneer I L/600 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR > �r 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, SW, SP, SM, SC, GM, and GC. EXCEPT WHERE SYMMEFRiCALLY other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with Section N1103 (8403) NOTE: Soils with clay or clay and silt will require a redesign LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. P4 r section R703.8. Sof building footings. 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. v Systems 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. Wb061AFQlAt fiitle$SC1fFtlN$ORCES IN THE TRUSS MEMBERS. 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) F_ 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: 90O8EQ TKJMEgAAT1BU8E 61E 8FXDBRAQINME.QM0t>I%G LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain THE INTERNATIONAL BUILDING CODE. drainage to the ground surface not less than 5 feet from foundation walls or to an approved drainage system. All exterior windows and doors shall meet minimum wind pressures C0zone 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, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: F- U % 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) Z R802.3 Framing details. Rafters shall be framed not more than 1 Inches (38 mm) offset from each other to ridge board or directly N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe D + L (EQUATION 16-9) W 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. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 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 (8403.3) 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 (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported U 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 N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: O roof pitch 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. +17.44-22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF � 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 R802.3.1 Where ceilingjoists or rafter ties are not provided, the ride formed b these rafters shall be supported b a wall or girder where less than 3 inches (76.2 mm) in diameter. TRUSSES SHALL HAVE A 111.MMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". j P 9 Y PP Y 9• 100 S.F. +15.5 -19.0 +18.0 -22.0 designed in accordance with accepted engineering practices. Exception: Ducts or portions thereof located completely inside the building thermal envelope. R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated N1103.3.2 R403.3.2 Sealing Mandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL L PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 9 P P g ( ) g ( O')• P Y DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's the 2015 International Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City adjustment coefficient in Table 8301.2(ar 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. Constructions Codes as applicable. Plus sign signifies pressures acting toward the building surfaces. P Y � PP Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 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: 3. REQUIRED BEARING AULY HS. 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 LOAD OR SNOW LOAD. 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'-0" 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. LIJ 7 7 r__ � 00 Connect with tecos for header joist spans of 6'-0" and greater. button-lock es. ABBREVIATIONS 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. °' � vi 17 N j P 9 types. N I� N Co 8806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation 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. 5. ADJUSTMENTS TO LUMBER ANO JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 0 � N M 00 N 6. EACH REACTION FORCE N1103.4 8403.4 Mechanical system piping insulation Mandato Mechanical system piping capable of carrying fluids above 105'F 41'C A.B. ANCHOR BOLT AND DIRECTION. than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. ( ) Y P P 9 (Mandatory). Y P P 9 P rY 9 ( ) D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS p p 9 A..F.F. ABOVE FINISH FLOOR pit DETAIL LT. LIGHT REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). AIDJ. ADJACENT ADJUSTABLE EXCEPT WHERE SYMMETRICALLY A..F.T. ABOVE FINISH TREAD EAEACH Lam• LOUVER RNG RANGE Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Section 8807 Attic Access with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation E.J.•JEXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a AILUM. ALUMINUM R. RISER 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9 9 P 9 methodologies. ELEC. ELECTRICAL MAS 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. AINCH. ANCHOR MASONRY 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall ELEV. ELEVATION RND ROUND N1103.6 (8403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 c pJ,IGLL MAT. MATERIAL be measured from the top of the ceiling framing members to the underside of the roof framing members. EQ. EQUAL .C. SAWCUT 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. International Mechanical Code (as amended), the 2015 International Residential Code (as amended), or the New York City ARCH. ARCHITECTURAL MAX.MAXMAXIMUM 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. The rough-framed opening shall be not less than 22 inches by 30 inches mm by 762 mm) and shall located in a Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have I® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 0 automatic or gravity dampers that close when the ventilation system is not operating. EXP. EXPANSION MECH. MECHANICAL SHLF SHELF * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEIUNG EXT. EXTERIOR SHT, SHEET ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,0100 SQUARE FEET. DRAFTSTOPPING SHALL O O O O O O inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the BED. BOARD MIN. MINIMUM attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing Section N1104 R404 Electrical Power and Li stems BLDG. BUILDING EE. EACH END SIM. SIMILAR DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING D members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. ( ) Lighting Systems BIM BEAM M.O. MASONRY OPENING S.S. STAINLESS STEEL MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: > > > > > > N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MTL. METAL - - w w w w w w BirmSIL. STEEL EMBERS. W O: � be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy BLK BOTTOM F/C FLOOR COVERING CHANGE MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD 3 8 INCH WOOD STRUCTURAL PANELS. Section 8902 Fire Classification BU_KG. BLOCKING STRUCT. STRUCTURAL / / R 902.1 Roofing covering materials. Roof shalt be covered with materials as set forth in Sections 8904 and 8905. Class A, B or C lamps. Exception: Low voltage lighting. F•D• FLOOR DRAIN N.I.C. NOT IN CONTRACT BRIG. BEARING FDN. FOUNDATION NTS SUSP. SUSPENSION C) roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 BIRK BRICK (NTS) NOT TO SCALE SGD SLIDING GLASS DOOR TYPICAL ROOF & FLOOR TRUSS NOTES: N FLR. FLOOR � feet (914 mm) from a lot line. Class A, B and C roofing required by this section to be listed shall be tested in accordance with Section M1305 Appliance Access BSMT BASEMENT SQ. SQUARE UL 790 or STM E 108. M1305.1 Appliances Occess for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and CENTER LINE FP FIREPLACE O.C. ON CENTER * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF !R Irt F.R. FIRE RATED TB TOWEL BAR METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY r2 R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the C..M.U. CONCRETE MASONRY UNIT OPER. OPERATOR P P P P P FIRM FRAME T & G TONGUE AND GROVE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. roof coveringshall be tested, listed and identified with a fire classification in accordance with UL 1703. Class A, 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 OPNG. OPENING FT• FOOT / FEET TGS TOP OF GRADE SLAB * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY OUT WOOD MEMBERS CLAMPED IN RIGID photovoltaic panels and modules shall be installed in jurisdictions designated by law as requiring their use or where the edge of (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. COL. COLUMNFOOTING OPT. OPTIONAL TFW TOP OF FOUNDATION WALL FFG FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. V) the roof is less than 3 feet (914 mm) 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 O.S.B. ORIENTED STRAND BOARD NP TYPICAL * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRA Z 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 GA. GAUGE OZ. OUNCE T TREAD RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN Z W 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 GALV• GALVANIZED 1/R ONE ROD TR TOWEL ROD DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS W R 905.1.2 An ice barrier water shield shall be installed per manufacturer's specifications, to maintain product warranty. Ca 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 G.C. GENERAL CONTRACTOR 0- / p p p y Carry 9 PP 9 9 g 1/S ONE SHELF TRPL TRIPLE THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE 2 min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit than 18 inches (457 mm) above the floor in garages. CTTSK. COUNTERSUNK GYP. GENERAL CONNECTED WOOD TRUSSES. GYPSUM PC POURED CONCRETE O m C.1O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF o or higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & 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 REGISTERED DESIGN PROFESSIONAL. W w g P q P ( ) g P Y P CANT. CANTILEVER G.L. GLUE LAM less than 4:12, entire roof to receive ice & water shield. every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system PL. PLATE R 905.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code C.T. CERAMIC TILE HGT. HEIGHT PNL. PANEL VERT. VERTICALEONG TNF ES THE CONTRACTOR LU Y section M1506. CLG. CEILING HDWR. HARDWARE V.I.F. VERIFY IN FIELDNG HAS W � C.IM. CROWN MOULD HORZ. HORIZONTAL PWD. PLYWOOD RI� { t FebF �IFl I 11Q�L-0FFBiLFLa S. 0 l� = Q slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double ,HORIZONTALLY W WASHER c) o M 1506 Exhaust openings: A minimum clearance of 3-0" is required between air exhaust terminations and openings into the building. PF. PREFABRICATED 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC 8c 2016 NYSRC. Z underlayment application is required in accordance with Section 8905.1.1. C.IR. CHAIR RAIL HD.WD. HARDWOOD W/ WITH R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 M1507.4 Minimum required local exhaust rates for one & two family homes. HR. HOUR PR. PAIR WD. WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. 0 D DRYER w PROJ. The electrical s stems shall - rA gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to Area to be exhausted: Kitchen 100 cfm intermittent or 25 cfm continuous. N HDR. HEADER PROJECT / PROJECTED W.W.F.W1NFWELDED WIRE FABRIC y be installed in accordance with chapters 34 41 of the 2015 IRC & 2016 NYSRC. W9 o penetrate through the roofing materials and not less than '/< inch (19.1 mm) into the roof sheathing. Where the roof sheathing is Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. DO HB HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or roductspecifications. z less than % inch 19.1 mm thick, the fasteners shall penetrate through the sheathing. D®L DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations iany. a ( ) P 9 9 DILA. DIAMETER P.T. PRESSURE TREATED R 905.2.8.3 sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the DIIR. DIRECTION INGR. IN GROUND 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with ❑ � � inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof piping is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be DIN DOWN LESLIE. INSULATION QUAD. QUADRUPLE manufacturers specifications and / or recommendations. U) or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend DR. DOOR INT. INTERIOR REQ'D REQUIRED 7. General contractors end subcontractors to review these construction documents upon receipt from architect and report any and all W = I.S. INSIDE CORNER REF. REFER TO REFERENCE discrepancies including an dimensional conflicts, immediate) w the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes DWV DISH WASHER RMS. ROOMS P 9 Y y to architect for corrective measures prior to construction. W � 0 provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall betthrough is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not DWG. DRAWING JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. provided in accordance with Section R703.7.2.2. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m R 905.2.8.5 Drip edge., A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be member. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, ; W overiapped not less than 2 inches (51 mm). Drip edges shall extend not less than X inch (6.4 mm) below the roof sheathing G2415.7.3 (404.7.3) Shield plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. the contractor shall promptly report it to the architect for proper adjustment before proceeding with the work. Z Q and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof 16 gage) 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall be of the (D o Lr W deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches GRAPHIC SYMBOLS same character as for similar conditions that are shown or noted elsewhere on the construction document set. CO :.......... -\ .. over the drip edge along eaves and under the drip edge along rake edges. ( ) y P 12. All work is to be performed in professional manner and in accordance with best practice and consistent with manufacturers and ll" gE 305 mm horizontal) of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. P P Lu ; 'Q, G2427.8 A mechanical draft ventingsystem, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontal) STRUCTURAL CALL. REFERENCE suppliers recommended installation procedures. 0 � Y 9 PP Y S. provisions of Chapters 3 1i R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section 81001 and the applicablep P from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be ® 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible U : �„ '' -�: and 4 of this code. located not less than 12 inches above finished ground level. XX DETAIL REFERENCE for any and all conflicts including weatherazation, water proofing and framing with respect to the construction documents. F- ' •M, Tri R 1003.9 Termination. Chimneys shall extend not less than 2 feet higher than any portion of a building within 10 feet, but shall not be less The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches XX c> PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER "REGULATIONS" ¢ • 11 44' 9 P Y P 9 from an air o enin into the buildin Such an a fiance with an in input over 10,000 BTU per hour but not over 50,000 BTU per NYCRR 69.5 ENTITLED "SEALS", ( )� 8 "'1 ., �� than 3 feet above the highest point where the chimney asses through the roof. FLOOR FINISH CHANGE AN ARCHITECT WHO SEALS PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE W Y opening 9 PP P P P hour shall be installed with a 9 inch vent termination clearance. SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTNIG UNDER THE DIRECTION OF A LICENSED = 7,�, r`*4' 4 Section R1004 Factory-Built Fireplaces The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches O DOOR / HARDWARE TYPE ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 0 8 . R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory from any air opening into the building. built fireplaces shall be tested in accordance with UL 127. XX _ _ _ XX BUILDING SECTION R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace Section G2439 (614) Clothes Dryer Exhaust )(X XX ❑ /VEW YO system has been specifically tested, listed and labeled for such use in accordance with UL 127. G2439.1 (614.1) Installation. Clothes'dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems # PARTITION TYPE / R 1006.1 Factory built masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the ... ................................................ is mechanicallyly ventilated and controlled so that the Indoor pressure Is neutral or positive. See sections 81006.1.1- 81006.5. building. JOB NUMBER G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 Energy Efficiency for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the Q. ® 1 6 0 2 3 N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or manufacturer's instructions. W cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with UNITS W SHEET NUMBER Section P2607 Waterproofing of Openings Q numbers not less than 1 inch (25 mm) in (height. Each marker shall face the attic access opening. Spray polyurethane foam P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved efastomeric � thickness and installed R-value shall be listed on certification provided by the insulation installer. P P 9 P P P 9 PP 9 PP material shall be installed i t manner that prevents water entry into the building. counterflashing into the opening to pipe serving 79 & (� O Z as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal ]vim O cross-sectional area of one pipe size smaller. 0 i 2 W 1 1 - I I I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED , WHEN NOT ALI6NED WITH RAT=TER, Cl) 66-W X 2A"MPI CONNECT KIN6 STUDS TO TOP PLATE ATTAM TO EAM PAIR ROOF FRAMING WRAP 1-1/4"X22 6A 6ALV.COIL STRAP 05-W X 24"MN OF OPPOSNG RH-TERS ATTAGi TO EACH PAR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 � E 2x AGO LEDGER W/2-3/8"x5"1J\6 CRIPPLE STUDS o OF OPPOSNG RAFTERS ROOF RAFFER, iO DBL TOP PLATE I b'O G. SF.E PLAN SEE PLAN BOLTS�® 16"Or, INTO STUDS U °� 51MP50N 5TRON6-TIE 2X$LOCKING 1 fl I'I 0 C) Y A35 ea 'EVERY RR AT 2 END BAYS 2X4 STUD WALL OR ;t-J I---�� a- 2 Z L 51,`S N 5T1ZOM6 SNIFSON STRONG - - CEILING JOIST OR IN STRONOACKS ! ~` rn _O N S 51MP50N 51R0Nfr1TE H2 819 NAILS -TE MS, TE H6 TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. 05 8d NAILS TYP. RDGE STRN'S SFW1 fE ATTAC,NED TO EACH PAR GF OPPOSING RAf?tit5. AL7132NATE TO RIDGE STRAP: SIMH'SON STRONG-TIE C) o TO' PROVIDE 2X4 Rll1AR TIE A, H3 0 EVERY RR RAPIER TO STUD AND KIN65 j n U >N != rn FOR USE WHBd STrll� AND USE IN CAMBINATION ONLY WAN STUDS AND "ILA N_ OR a UM ARE Hof RTIP LIN wtt L cA.LHz TES, T (U `o NC,MPIH IKi OR 2x4 L1JETZ ARE IIJGIRID N TIE LPR9t TtnRD 0 THE (WHEN ALIGN®) a-.� N} 3 UPPER THIRD of TFE ATT1G SPADE ; I i I I� I. I � � 33 AL16N RAFTERS DO NOT AL16N ATTIC,SPACE AND ATTAaV TO EACH PAIR OF RAr M W/kVd NAILS, W/4-10d AT EACH RAFTER) 05-22 STRAP AT I- N Z EACH STUD,SEE � V �•� �� LE026 FOR 2x6 LSU28 FOR 2x8,2x10,OR 2x12 DETAIL 4 Z ` O i nu) � M U o ca v FRAMED OPENING ❑ = M `� 00 FOR WINDOW OR (� R106E STRAP DETAIL / �RIOE STRAP DETAIL SIMPSON STRONG-TIE 2x4 OR 2x6 EXTERIOR DOOR LU28 o EVERY GJ STUDS® Ib"O.G. (FOR CATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) CONNECTORS REQb , v 2x AGGI LEDGER W/3/8"x5" LA& NO SPECIAL UPLIFT a ao ter. N.TS. LOCATE AT // NTS. LOCATE AT EVERY RAFTER BOLT® Ib"a�G INTO STUDS 5TRAPPIN6 TO BE 1-1/4 X 22 6A. IN THIS AREA (�)�- SIMPSON 517W 51,111"STRONG 6ALV.,5�DETAIL 4/191.ALL STRAPPING - TO BEAR A MIN.OF 10'ON FRAMING. ---- -------- -- ---- ---- A --- ---- - ------ - --- - TE LT5 TE lib / HOF GABEE END MLL -ItSIM,"*STRONG tD MALS Si y IOD MAY Ef I� F APPLED // PC/I`GH R0 r �----- TE HI6 OR HIS Ouf3t V2"5tf.�ATHNG 6 Imo. W NAILS TYP. / �NT.9. RAPP I NCS DETA I L DETAIL AT ATTIC T - --1FOR USE WHEN STUDS AND USE IN COMBINATION ONLY WHEN 5TUDS ANDZ O STRAPPIN61TO RUN ONTO RIM J015TSEE'RAFTERS ALIGN ` DO NOT ALIGN I I N.TS. I i ' i PETAIL q/D (ONE STORY)OR ONTO STUD U \ AT WAIL BELOW(TWO STORY) I ROOF RAFTER HUR�'.I GA�NE TIES \\ I � • • e e � I ---- N.T.S. LOCATED AT EVERY ROOF RAFTER • \ ATTIC ii o • STRAPP I NC DETAIL U ' SfPrON Po;r OAP�4, I2 EOR FRAME GONNEGTI ONS 0 • USE EC,GG(7-4 AT I3�D9 LL d f DI NETS. O I _2ND FLOOR �� �� (2)2x � M 4-16d FACE NAILS FROM Z \V J PROVIDE 3 X54 X3 WASHER PLATT=AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ `� / MSTG s STRAP 4x SECURED BY WOOD 51LL PLATE5. i COLUMN P05T TOP ANGHOR SIMPSON PAB OR 55 ANCHOR BOLTS MAY BE USED IN LIEU OF F T 1 STRM' START MALS THREADED ROD W/WA5HER PLATE. EW Lf3fiGTh LOCATE AT EVERY COLUMW 61ROM CONNECTION H/2"IF FROM PROVIDE 3'X6'XD36'6ALV.STEEL PLATE W/ Ir MIN N.T.S. B,p 6F 6Rp b 819 NAILS AT GORNI3Z5 AND INTl325EGT1M6 (�MALS MN N MALS WALLS. 3'XI2'XA36'6ALV.STEEL PLATE IN It IE3J6TH(TYP) I �NO MALS 1:2- HVRE W NAILS TTS SIN JOINTS,IN OR l 5-IOD NAILS EACH EW AT CLEAR 5PAN I II {t�D OUf L13NGTH ` / N! 24'MINIMUM LAP SPLICE 2X6 KING STUDS NANrJ: EACH JACK STUD �� OPE AT SPANS UP TO b FEET Q TWO FOR SPANS,b TO 12 FEET _ 5/8"m A307 ROD THREADED b'BOTH ENDS. 12-1619 MIN NAILS �FOR SPANS,12 TO 16 FEET 2X6 JACK ONE AT SPANS<61 AN,: Mr* o'7 G b BOTTOM PRI_-W 3/4'AND I"ROD AT 5IW50N STEEL 5TRON6 WALL,SEE PLANS AT ALL R NAILS w D'�'` T/� END UMTH IST F L O G I� NAILSE TWO AT 5PAN5 FROM V TO 12' 1- IL"MN , THREE AT SPANS>12' W 51MP50N POST BASE N (4)MALS MIN N G5-22 COIL STRAP I AElU44 OR ABUbb,5�PLAN 2"X3/6'X3'WASHER PL W/NUT EACH SIDE UNLESS NOTED OTHERWISE ON PLAN Q n•umni(TYPE I UPPER STORY 5HEAR m (� i WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTERIOR WALL ❑ w FLOOR TO FLOOR TIES BELOW GONNEGTICJN Q 4 I FOR 5ET BAGK KALL5 HDU HOLD-DOWN5 AND 5TRONC WALL DOUBLE TOP HALL PLATE SPLICE DETAIL_ HEADER GONNEGTION N.T5. LOCATED AT EVERY STUD I `\ FOUNDATION 1/2"40 HOOKED ANCHOIR M ��IT ETIN T A ON 13 N.TS. 14 I @N.T.S. NIOfE THIJ6 fROVDE Sd OOfvfdON 0 x25"11JN5 MALSI \ BOLT N S MINI UM E BEDMENT N.TS. ---- N.TS. �STRAPS M�T[ft PROVDE:IOd OOMMON(0A x V LONG)NALS. I `\ \ GOLUMN POST BOTTOM ANCHOR ALLOWABLE HOLES OL - '¢- \ LOG,�TE AT EVERY COLUMN/6IRDISR GONNEGTION Reef RArfBt ANRIGRID , ■�✓ �� (A To Nur VALEY,Tac 8D NAIL 0 6'0/0 AT ALL PANEL El%E5 160 NAIL® 24"OIG U PRMbdN�T�� LVL Headers and Beams AS,�wrcM 160 NAIL @ 24 0/6 • \ SIMPSON HGP HIP HIP PLAN �OSBNOR PLYWOOD � CORNER TIE INTERIOR 1.3E TimberStrand® and rollam® LVL 2 NOTE WIH�E 24'WIDE MINIMUM FiA1 HEIGHT (4)WI'MN N LSL hole zone Parallame PSL 2 x diameter of the IZ"LBNGTH(f1� hole zo largest hole(minimum) Y depth U WALL RETURN 15 PROVIDED AT ENDS OF O BRACED WAIL_LINE THE 8001►HOEDOWN MAY I I• I - 0 BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13l4" p"LENGTH(MPI) `` SD NAIL®6'O/C _ SIDE)65-22 STRAPS PER DETAIL 4 N LIEU OF I 51MP5ON BP WaSFfR LSTA36 STRAP'5HOWt IN THE DETAIL. NAIL SHEATHING TO ``\J ° o AT ALL PANEL ED6E5 I d INTERIOR T 7.0 I SILL PLATE My ad 2x AGQ SILL PLATE. DOUBLE - - - ° EXTERIOR 6YPSl1M BOARD - � - - I NAILS 0 4'O/G T FULL BA-581ffM 0 0 0 5/8 DIA.STEEL ANIGHHOR Microllam® LVL and J 7'MINIMUM - - - - - 819 NAIL Nt 12'0/C,AT ALL BOLTS MAX 2-8 OG_ 2x b rtAT VAllPY EMBEDMENT EXTEND BOLTS MIN.7"INTO GS 22 COIL STRAP I"STRAP TO RNMR MEMBERS NOT AT PANEL ED6E5 Parallam®PSL FON.WITH T16HT13ED NJr t � allowed hole zone 3N 3'KA5HER TO EACH BOLT. middle Y span PROVIDE TERMITE SHIELD SILL (2)1 x i kQ 5Mx�ON L1P4 RATE NMPD TO SM,M MIL app 15/32"05B OR LSTA36 IN 10-IOd NAILS #4 CO MN10U5 BAR `%L PRATE INSIDE CORNER OUTSIDE CORNER SEAL AND MAINTAIN 8'MIN. RM AND 5LL RATE®li"0/O AT FXxI RRA&w113tE PLYWOOD SHEATHING INTO STUD ABOVE AND LOCATED 2'TO 6' FROM WD TO FINISHED 6RADE V41LY Jac NI15�A5, d 1.3E TimberStrand+ LSL allowed hole zone d BELOW(2 EACH GORNBU FROM TOP OF WALL PLAN VIEW PLAN VIEW NAL AS,Pet TMZ 5.T WF6AL W r 7 •-- C2 NOTE, N M aD N Tall=2,`I80K COIL STRAPS IRNDB2 51fATHIN6 PROVIDE Sd GOh1WON(0.131 x 25'LONs)NAJiS.COIL EXTERIOR HALL TOP i7 /�7 /'iD Gid General Notes a N � � N 5ff FOUNIDATION PIAN STRAPS OVER 5FEA14%PROVIDE:IOd C04-VN(0.131 x 3'LONG)NAILS. EXTERIOR I� GV I�NLI� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-O\/ER OR FALSE VALLEY DEPTH HOLE SIZE headers and beams only. nd STORY GORNER GONNEGTOR5 TYPICAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE 51RAPPINC DETAIL PLATE HIP GONNEGTION WALL FRAly MING 4�" 1" • No holes incales nil p� (� KTS. I Q .�.� 5y" 1%4' • No holes in cantilevers. N.TS. LOCATED AT EVERY CORNER t:J N.T5. LOCATION AS,NOIT� N.TS. LOCATE AT EVERY STUD II•T`•�• C/ N,T,ra, N.T.S. 7Ya"to 20" 2" • No holes in headers or beams in plank orientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes In headers except as Indicated in illustrations and tables. 6i A MINIMUM OF TWO BRACED WALL LINK(1344 ARE REQUIRED IN EACH DIRECTION OF A BUILDING. Ell-LS SHALL NOT BE SPACED z 0 z z z z Fxra�m STRAP AND WALL SIfAT111rJh � DcrFJNVF�STRAW AND WALL StfATltPl6 n o 0 0 0 0 0 MORE THAN 60 FT APART. WALLS WITHIN A BWL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BNL LOCATIONS ARE NOTE. TO TOP OF PONY WALL P I���I I � TO TOP OP PONT WALL IF USED-�� D U) Ln Ln Ln S2 INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I I w w w w w w SIMPSON DTTV HC,LDOM?J AT OS-+1VSP WA= A BRACED WALL PANEL(BHI!')SHALL BE61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER W � � � � of WNL IND PAN85(TYPE A)WU 16 REEFED Ep6E5 OF BWPS SHALL_NOT BE 6REATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BWP ON EACH BWL EXCEPT AT 0 AT DR aY WNL PETALS O AND D. WALLS< Ib FEET LONG MAY HAVE ONE 48'OR LONGER 5HP- BWPS ARE TYPICALLY C5-W5P SHEATHED BRACED WALL PANELS (TYPE A)OR 6YP5UM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANEL-5 AS,NOTED ON PLAN WHERE BWP TYPES A 3 V2'WIDE Wil HEADL72(5l PIAHU o ml 8-1019 MALS AT DTT1Z AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONITRIBUTIN6 LENGTH OF BWP IS REQUIRED. CONTINfJU151r0 OUTSIDE OF PANEL N BW TYPES ARE INDICATED ON FLOOR PLANS. j 1n ® 3/8VA THREADED ROD / N ® G5-W5P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET z z v NOTE,H VRE 24"WIDE MINIMUM FULL HE1644T THE MINIMUM LENGTH REQUIREMENTS OF TABLE R602.105. NAIL W6'MINIMUM WALL CONTINUOUS IIP4 MIN ISP HEADER TO CONTINUOUS HV4 MIN DEEP WADER TO F- � OUTSIDE KING STUD(SEE PLAN) OUTSIDE KING STUD(SEE PLAN Q PMIH.EPW WALL RETURN 15 PROVIDED AT ENDS OF 5HEATHINN6 WITH 8d NAIL-5 A b'O/G(EDGES)AND 12"O/C(FIELD)AND PROVIDE 2X G5-W5P BRACED WALL LINE THE 800 BLOGKINl6 AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOWN FASTEN J'SFEATHINI6 TO HEADER W / � FASTEN J'5HEATHIN6 TO HEADER W/ Z HHOLDOMN MAY BE ELIMINATED. PER MAIL Iq OR 20 AT END`' OF BRACED WALL LINES THAT DO NOT HAVE a 819 NAILS 0 3'O/G IN EACH DIRECTION a W NAIL5 0 3"O/G IN EACH DIRECTION WALL MIN PANEL W r EITHER A 24'MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMUM BWP. LLl 51N :ON L5TA24 STRAP ON BOTH SIDES AND uu SIMPSON LSTA24 STRAP ON UNSHEATHED HEIGHT(FT) WIDTH'L' TRIM TOP OF PANT AS,RMV �--ol V EACH OF HEADER TO JACK 51W W 16-1019 NAILS FACE W Ili-IOD NAILS T TABLE 8602.105 MINIMUM LEW04 REQUIREMENTS OF 65-WR 8 28� J 6 I/4F'SDS,SCRByS O W } CONTINUOUSLY SHEATHED BRAC.®WALL PANES FASTEN TOP PLATE TO HEADER NY 2 X FA51T3N TOP PLATE TO FEADBt WY 2 Z 10 34" PORTAL STRAPS I/2'FIROM�6E ON J ROWS OF 16d NAILS 0 3 b/G / RDi 15 OF Ibd NAILS 0 3'O/G o W Q w WALL AJAGENT CLEAR MINIMUM L.EN6TH OF p s p U II 38■ BOTH SIDES(4 57RAP5 PER PANEL) > Y W16K(FT) OPN6 HE16K BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN 0- (2)JACK STUDS MIN.OR PER PLAN Q 12 42' W U ui O O p i a h1P50N GMW COUPLER NUT <64' 24' BLOCKING AT PANEL ED6E5 U o $ b4'TO 80' 32' BLOGKIN6 AT PANT ED6E5 BI OCKINI6 AT PANEL E06M SIMP50N SW5B 51RON6-W/LL 5B Z PANEL,VERIFY PANEL 15 PL" 80'TO qb' 36'0 I- H- PANG.SFWl HAVE A LBN61H 1'OF NOT � � <b4" 21" 6YP5UM BOARD 065"BRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LBN6TH V OF NOT i LE551HAN 16'FOR 8 Ff Wfd J l8'FOR 9 LE55 THAN 16'FOR ONE STORY AND 24'FOR �,� LU ANCHOR,BOLT OR q b4'TO 80' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF WALL PER TABLE O FIRST FLOOR OF TWO STORY APPLICATION NOTE,DETAIL A�PRES TO FT WAIT AND 20'FOR A 10 FT WALL 5� W o ADHESIVE ANCHOR 80'TO qb' 41' 8602.105. 5EGURE)2"6YP5UM BOARD WITH bd COOLER NAILS, PLAN FOR ACTUAL LENGTH. J SEE PLAN FOR ACTUAL UE%TH. BOTH ENDS OF HEADER Z 64■ 30■ ogl5"X IYe'GYPSUM BD NAILS,OR.OqB"X 13/e'ANtNULAR RINGED LL IF WDTH TO HE16W DIMf3�lri10N5 ARE LL E MIDTH TO HEI6HHr DIN81■iION'i ARE Q • 10 b4"TO 80' 30' NAILS®'I'O/G(EveE-5)AND TO/G(FIELD). BLOCKING 15 NOT EXCEL)®THEN DETAIL'-'TO BE USM. EXCEEDED ITEM DETAIL T'TO BE IIS®. ❑ w • r•- 80"TO qb' 38' REQUIRED AT UNSUPPORTED PANEL E06ES WHEN PANELS ARE �„ INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU%OR FULL N IF CON'11NU0115 HEADIER 15115®OVER U •Partial credit for Panels 36"to 46"wide per 8602.105.2 HEIGHT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. X BOTH'OPBNINff�TIHBN MDD1E WALL „ „ = rn TYP I GAL HOEDOWN DETAIL AT Q °�.�AND K1N6 STUDS � ot�E JACK AND KING STUDS BRAGN615 HOT REQb L EQUAL TO- CONTINUOUSLY O ui U CONTINUOUSLY SHEATHED WOOD rwOKlNesn'o5 or > 12" _ H- FASTS N'IM'SHEATHING TO EACH STUD / FASTEN 1A6'SHEATHING TO EACH STUD � FRAMED FLOOR /� STUCTURAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B u AND51LLW/8oCOMMONNAILS,a3'0/6 AND SILL WY 819coMNNONNIAII503' C� /`1 0 o FASTEN 7n6'5HEATH145,TO 5TW NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 - - AND SILL W/bd NAILS a 4'o/c / J I N.TS. PORTAL DETAIL G ONLY APPLIES SCREWS N DOUBLE ETD STUD 5105 SCRB•6 IF NO FLOOR ABOVE TO 2 FT TO 18 FT WIDE OPENINGS. SIM'S0N HDU5 HOLD"WA 14-1/4"5105 SIMPSON HIM HOLIP"MV b-I/4 p Q < TABLE 602.10.3(1)BRAGING REQUIREMENTS BASED ON 14OMPH TABLE 602.103(2)WIND ADJUSTMENT TO / H004 HOLD"WY 10-1/4'SD5 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HE16HT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-W'A ANCHOR 13OLT OR EXPANSION SCREWS IF FLOOR ABOVE PANT T��DIE ON TOP OF � ATION WALL 5hPraON DITIZ IIADL7AM AT(frWSP IXNKFD WALL HEIGHTS,AND 2 BRACED WALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'X3i(6'PL WA51NBt Q �\ .q� WALL DV PANELS(TYPE A)IDU AS RE1�II V OVER I/2'A ANCHOR OR EXPAN610N BOLT W O B E ® AT 1 WALL PETALS G AW D. GOVT BA5l3D ON SUPPORTING FACTOR H14 BAR CONT IN TOP OF GONGRETE CONCRETE =4 BAR CONT N TOP OF CONCRETE 2-V2'#ANCHOR OR EXPANSION BOLT ►3 TIE U r�� 'C,y ® STORY BWL SPACING METHOD 6B 5HEATHIN6 EW05LRE GA7E6ORY ONE STORY G 12 FOUNDATION FOUNDATION FOUNDATION TOP 10 25 5 5 ROD I 1, ACF IO PLATE OR DETAIL DED (n / � � M 0-H ® , EXPOSURE GATC-6ORY ONE STORY D IS WNT ® 15-1019 INNS AT DTTIZ PARS 18 AN'FHOR BOLT OR 'THREAD® SOF IGONGRETE POUND 51N1P�rON 587/8X24 OR PARI-IB ANIGHOR f* y +/ m EXP05UF2E GATC-GORY TWO STORY G 13 �� EXP05URE GATE6ORY TWO STORY D I b EXTEND WALL SIEAiHNNG OVER RIM JOIST PA85 18 ANCHOR BOLT OR 36'THfizEAD® BOLT OR Ye"THREADED ROD, LJJ F ® TOP 20' 5.0' 10.0' OVER ROD WY WASHER PLATE,SEE DETAIL I5/DI SEE DETAIL 15/191 ®I TOP 30' 1.0' 14.5' ROOF SAVE TO RIDGE ROOF ONLY 15 FT 13 PANEL EDGE FRAMED WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT To 18 IFT WIDE OPENIN65. (n ROOF SAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL,HAS CONIRIBUTINI6 LENGTH OF 48'TOWARDS 8602.10.30)MINIMUM LENGTH � LL WALL TO BE 115®ON FIRST FLOOR APPLICATION ONLY.PANEL,RIAS �r TOP 40' 9.0' 185' ROOF SAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REQIIIREMIENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. Y4ALL TO BE CONTRIBUIING LENGTH OF 48'TOWARDS R&O2.1o3(U MINIMUM LE N&TN SIMPSON S7RONCrWALl REQUIRES BN61Nl DESIGN TO TO DETERMINE PANEL SIZE AND ANCHOR BOLTS,FOR ❑ \ I� `( ROOF EAVE TO RIDGE ROOF+I FLOOR 20 PT 13 IM ON FIRST FLOOR APPLICATION ONLY. REGIIIR&enS Fat BRACED WALL PANELS AT BRAC®WALL LMES. 1 E W ACTUAL HORIZONTAL DE516N WIND LOAD AND CONDITION TOP 50 11.0 23.0 ROOF SAVE TO RI,)6E ROOF+2 FLOOR 15 FT 1.1 ..... r{ ........... ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP t TOP bo' 13.0' 275 WALL HEI6HT ANY STORY 6 FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "AB " ( SIMPSON STRONG WALL J 616023 BER 3 i TOR $orroM of 2 lo' 5.01 los' WALL HEiG9HT ANY STORY ANY STORY 11 Fir o5 FRAME "CS-PF" DETAIL - TYPE C "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F BOTTOM OF 2 20' q.0' Iq.O' WALL HE16HT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 F NOT TO SCALE PER ENGINEERED METHOD W '��'/•� NUMBER OF BMi PILL PLAN t71REG710N AT STORE 3 13 BOTTOM OF 2 301 13.0' 215' RHB13Z OF BH L PER PIAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER BOTTOM OF 2 40 11.0 36.0 , NUMBER OF BML.PER PLAN DIRECTION AT STORY 5 OR MORE Ib OLDO ,,' /� GYP BD FINISH OMITED FROM IN51DE FACE OF BWP 1.4 (2�IBRACED WALL PANEL DETAILS Y YN DETAIL ! cT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-W5P ONLY Z 2O N.TS. BOTTOM OF 2 60 25.0' S2 5' GYP BD FA5TENIN6 ANY STORY 4"0/0 03 APPLIES TO METHOD 6B ONLY D-1 NOT TO SCALE � W t� COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED C/) Z W E :E 0 Z) GSM.fx'(PIRM TYR DMTA Wu 0 14--d 2 0 a mwem @ Io ob.- z FvR40 saw 0012 o U) L (D , r , (2)r4'ftXmis"",)�: I R06e5 TO AU6N PJ06B TO ALIGNpm abm FnNxo)o 2 2 ZPY`I`YPaf OR E9X c/) !E PJ06E VERT RIME VENT z C.) p-w 'i rxe Tm L- �a 0 x cy) H16H CEILING rxir FArL,* 0 < w cc C? HIGH CEILING BEYOND -j'- 't C3 BEYOND L 12 HAFOIPLANK 12 Vr FLYwoop oiumw 11 o cy) b'AZEK TRIM 10 HARDIPLANK HORIZONTAL 10 6'AZEK TRIM ra Tm DML BLOCK 40TLBbxbxb SIDING DENTIL BLOCK#MlBbxbxb BY TYPOW OR EQUAL TYPON'OR EQUAL 6'AZEK TRIM 6'AZEK TRIM L---6- 000, -13 12 0 t PL Hi GABLE END DETAIL 6'H[644 MW b•AZEK I --ASHINS 61 HIGH BLIND N.T.S. z FIASHIN6 1 b'AZEK ,e—l*x b'AZEK IN b'AZEK I Lu (TRIM AZEKJ I T FT'J in 1 0 12 RAKE ww RAKE W w 't IN 5'AZEK METAL EYEBROW TRIM(Mce TRIM(IYPJ METAL EYEBROW ROOFING 0 6:12 PITCH KLxjt-iNr7 0&.12 PITCH N Iyh FASCIA BD. Ixb FA561A 13D. DEN PL HT -------T-T DEN K HT AiK =al'l —411 1.-0. H I lilt 11 1 1 .-0. OH. -4--m ILIJ Ll. I y: 1 11111 1 1 111 11 1 1 Hill 1 8'AZEK I'V III I 1 11 111 1 1 T- OR I F-1T b'AZM 0 FRIEZE W. 1111 ""-" 11111 1,7 JL FRIEZE W. u- Ln J L1 I AZEK !E 0 EE z FRIM 131. I IIL fi Ix AZEK TRIM Ix AZEK TRIM Ill I I II ill-I-ITT-Tj L1 97171- L'i I LI L11 I 0177TFI I HT I IP6 /-6FIRST LINE ELI I FIRST J/-6 FIRST ill El 11 / Ili I I LR �F 111 11 111111 11 1.11 1 FIRSTFLOM LINE OL 65211 �-70OR LINE \)w Imp c= io,56) 1-11346 PERMA GA5T 10-SQUARE HB46 PERMA 65T PJ.8757 WITH%vSoN (5.6 P.T.POST W14 SIMPSON W92-111,PI GAP W52-3/6 POST Z=s A4 _Ca"#*W2 W SWI I A4 O .., AJ;� SIMPSON 5HPWN ABft Ca"#*W2 W 5WARE FLAT CAP 4 BASE(OR EGVAU ALL GOLLW) ALL clou#16) 4 BASE(OR EWAU CORNER COLUMN TO BE I COL"TO BE PROVIDED W SPLIT KIT PROVIDED W SPLIT KIT w uNFIN woR VNFIN. FLOOR - - - - 1- - - - - - - - - - - - - - - - - - - - - - -- -- -- -- -- --— — — — — — — — — — — — — — — —L - - - - - - - - - - - - - - - - - - - - L - - - - — — — — — — — — — FRONT ELEVATION FRONT ELEVATION I it—ON 3AW V-0, 3 UNIT 80 UNIT 79 z w MODEL A (LAUREL) MODEL A (LAUREL) 0 RID6E5 TO AL16N M06B TO ALIGN RIDGE VENT W06E VENT NOTE: APPLY ICE 4 WATER SHED IN FAIR WEATHER WHEN THE AIR ROOF DECK AND HARDIPLANK HARDIPLANK APPLY ICE 4 WATER SHIELD IN FAIR HEATHER WHEN THE AIR ROOF DECK AND MEMBRANE ARE AT TEMPERMIRES OF 40°F ,�:Z;::;=HORJZONTAL 6"AZEK TRIM -b"AZEK TRIM HORIZONTAL 5101% MEMBRANE ARE AT TEMPERATV1`E5 OF 40*F (5'6)OR H116HIR WG)OR H164R t.- 12 12 &'AZEK RAKE BID 1,11 rx b. izw w IN 3'AZEK TRIM(TYPJ F- c6 6 7 c�i 7 INSTALL ICE III WATER SHIED MML BLOCK JIDTLEIbxbxF� 10 10 IN 3'AZEK TRIM INSTALL ICE 4 WATER HEV,7 < c"I IN pl-: c� c� PER MAKFACTLIRER'S —13Y -PENTIL BLOCK#unBbxbxb KARFACTUZERS 04 co 00 IN r"'OR EQUAL PER T BY f"'OR 5G)JAL . . . . —6 4..... SP15CIFICATION5 TO MAINTAIN SPECIFICATIONS TO MAINTAIN . .74 12 'AN PROMT WARRANTY ........ PRODUCT WARRANTY '10 10 t 10 tom. 12 'X Ib'VINYL 12 (+/-)12 — LOLNa�fv VENT 1 11 1 1 t! ILILI L-11 1 11 1 1 11 R-T VENT TYPICAL ROOFIN6, H it IJ- 12; TYPICAL ROOFING: I ARCHITECTURAL ........... 506tB 154 FELT Al 5HIN61LE5 15#FELT LINDEIRLAYMENT 1/2,PLYWOOD 1/2'PLYN= SHEATHIN6 Abb'HIGH BLIND =t===t6-AeHBND 5HEATHIN57 z z z z z z FLA509 FF-ITTFTT-n 0 0 0 0 0 0 ALIGN Ln U) U) (n U) co ------ -AL16N > FA w w w w w w IA5 DINING PIL BATHROOM' t NrPLHT 6'AZEK OH &'AZEK FRIEZE BD. ifir -LLL-1 BID. 7 T A L --J LLLL �E TTFT I I rs L II IIJ LLI Ll I L. re e ii J =0 G) z W 11 11111 [ lilt 1x4 AZEK TRIM- I I Ill-flT1111 11 111 i IiIIIII IlII ; II co 111 I-L-LLi IX4 AZEK TRIM TTTT-1 > 1T. ]-�� - i 2� III I I I I I I f I I Ill FIRST NELEI 4p —�IRST FLf�S! FI F!OOR LNEU Iii .......fl-OORUNFI-\-r '4[/ 1 w u aa FLOOR LIW— < Z pmgm All I EXTERIOR KAU (D 0 -HARDIPLAW SHIN61LE 5111DINC, -HARDIPLANK SHINGLE 5IDIN6 Lu -TYVEK OR TEAL -TYVEK OR EQUAL w 0 -1116"0513 SHEATI-11% -1/16"0515 SHEATHM z: 2*W"STWS 0 16'OL. 0 I E6RE95II I -2xb WOOD STUDS 0 16,Of'. En L 6'R-21 BAT -6'R-21 BATTS < 1 0 Lu u------ ;2015 IRC-624-rh"h) 9 VWNQ 5nTEM TERMINATION LOCATION: co FDI THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 6j INPUT OF IOPOO BTU MR MR 0KH)OR LESS 5HALL BE of LOCATED AT LEAST 6'FROM ANY AIR OPENINC7 INTO A MIN.E)SMT. UNM B6MT ww1w no 9"m APPLIANCE WITH AN INPUT OVER lopoo It 10 0- BTU PER HOAR BUT NOYT OVER 50,000 6111 PER HOUR SHALL BE z — — — — — — — — MOOR I' FLOOK Ll 0 co — — - - - - - - - - - - - - - L - - - - - - - - -- -- -- -- -- — — — — — — — — --I E IN5TAIIED WITH A 01 IINCH VENT THMNATION CLEARAIM MV - z Lij 3: -j AN APPLIANCE MT14 AN INPVT OVER 50OX BTU PER HOUR < < SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION z elf CLEARANCE THE BOTTOM OF THE VENT TERMINAL AND THE AIR (D 0 -� R INTAKE SHALL BE LOCATED AT LEAST 12•ABOVE 6RADE. co ...... ..... w -REAR ELEVATION -REAR ELEVATIONERT 5/16, P-o" 3/161111 VV c' 2015 IRC,R3122.11 IN DWELLIN6 tNIT5,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OlPEN1Nr7I5 LOCATED LESS THAN 24' < 0 ABOVE THE!FIN15HED IFLOOR AND 6REATER THAN T2'ABOVE THE FINISHED 6f-AM OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE EMILDIW,THE OPERABLE WINDOW SHALL UNIT 79 UNIT 80 COMPLY WITH ONE OF:THE FOLLOWING: •OPENW75 THAT HILL NOT ALLOW A 4 INCH DIAMETER SPHERE 810 TO PASS THROUSH THE OPENINS-IN ITS LihR6EST OPENED P05MOK AVE w -(o MODEL A (LAUREL) MODEL A (LAUREL) 0 FALL PI;EVENTION DEVICES THAT 601"IFILY HITH ASTM F 2040 ❑ ME WINDOW OPENIW9 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOKINs,THE WINDOW To . .......................................... RILLY OPEN,SHALL NOT REDItU THE NET CLEAR OPIENINS AREA OF THE HINDON LINIT TO LESS THAN 5.1 SQUARE FEET, J NUMBER . . 2016023 uj W SHEET NUMBER DUET CLUSTER UNITS 79 & 80 z "*2 PL NT L+1-1 12 ELEVATIONS- cl) w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED R106E VENT H " FIRE RETARDANT z PLYWOOD 5HEATHIN6 W 2'x8"R106E BEAM = o U 1212 0 U' 0 12'UPPER&ABLE Z t wD&r$ro Au&N DALID-our 1Y LIPPzl� RME VENT Els� 12 712 2■Xb'RR _O N o BLXK BLOB RIDGES TO ALIGN 0 16OG. I— � v - RIDGE vett wD6E vert (2)2'xlo" Z) '�11M"I U -F-► m .- ___ R106E VENT - _.. bra: ._ rtAi:: _ .�:...I�f,�.-�� cj T C71RDER cn ,..�..6�:�,--�-'�,,�"R'"S'�'r' -r ' � �_r�.5-� a .,.s.., +-moi I.�. L. �..-+-1_•_'---=-+= ' r� , -- ....»><.tea.«�.::,d...._,.:...�...+.-w««�::,;::.»,......r..m... ......... �r.. WALT® - RIDGE vert :...:+.:�.,.,«.?,�.m.:..�w..,,,,,-.A..„-Y..�- _ •L.� Q(n La � ✓LWI� vJ ».Y.-c-fid,:,- -r+i`r• ����T «, OH. ,w. , ..� .« ,.I. C) Q m.:.. :...::.:mow.= ..m.. . W .. ...«......x.:....«.,...�,,;:..w«,y............rw'«,::�,..a,...«.�«�..:+-:� °° r"r I T� �._.-• :� ` ll� NCO I1 00 R1D6E VENT .._._.__..... __ M_ «. _._...._....._ ..41-, - 06EVENT r rn c0 7ABLE —4-12 QVrTER5 4 LEADERS &ABLE 85 - a I'�}• :.«:.: :;: .,...: » _ «�.: OR LEADERS SMK1 BE � a.»....: .F. ._.. �.�..��Y...... &ABLE _. �..,_ 1 "" YHIfE Al11MINUMI 032'MIN GAUGE 6U1TER5 '.- Co. _ ... ..,... _..Y �... ..::...= .. e: ' . ,:.Y..>a. ..:.. .__. ..... .» ._ 5HALL BE 5'5EAMLE56 Ob.SME � . ..- :. I�" 6ABLE .._.... b'H OH I.awm� ».:....wm:::.:m:w::..::,.mmv.�.,. :. _ /111 ............m '1 m. W/ALL ,,,,,.- REQUIR®AC.�55oRE5 LEADERS v«,mca ' — RELATED t 161N BLIND 60H ( .V - ,�A..—.1.._�__.,vy.,. _A A .w_...w`..::,.. ...::vxw::e:ww.. .»:«._�•.v..:..�::...wov.._.e..n. em ' I 11 ; SHALL BE MIN.256,.027'6AL16E MV CLIPS i 11 �.. ...:.�» -.:.. ..»_ ._ .. .. ANCHORS. GAl1LK t SEAL ALL IOIN15. PITCH O.H. b-0 O.H. ROOF 0 C.Ove;ZED ---® :_.»:__ ..:,..„ ::.: u:;.:,::.:..: .. !:.. 6UTIHZ�, _ MIN.I/8WL PROVIDE PYL. - _ PORCH BEYOND 1 a cec✓1s r.. &RADE TO RECEIVE _ .:.;42._::w»w_„ . ..�_.. »_., 8'ABOVE -a,,-d=- ROOF 0 GOVeR® .i..w. pC�ISfr/.pG V „ RECEPTORS VNLEADERS(CLOSED AP DF516W. pc8 FASCIA BD. Pf)RGH BEYOND zT — e 1 Ib .G VENTED O FL Rif GARAGE PL Hf OHIO 6 PL Hi _ _... _ _. � � �_,�,�� PORCH ,I VOPt HTV�ER 50FfiT BRD : i.i; 8”Ate' I 1 L�:. - f ;' I E I; mE .1 1 7 -- L-- __-- _' I I i SL f tE I i U 'a C 4 I k c::��" "�-Y� WILL 0 GARAGE I .i., f BEYOND' I I O — i E' 4 I� g 11 !1111 11 11111 11 11111 I'l it ilill it it 11 1 !I O LLLLi i - LL I IIll Ill fill Ill T�L I TFF _ _al= ..I i I I�COU1hN 0 COVERED U"-LLL I IL \ µi I I PORCH BEYOND, OI TI m I I L.>.•» I I Z LYa d>.,,w.. FIRST FLOOR LINE F FLOOR LIRE 1 I :1 _.:. !.:.. y � I I ;., ;p.1«' RST LINE Fl TFLOORLITE I lip Ix4 AZA TM I I I I I HOUR RATED EXTERIOR I I I PIR5T FLOOR LINE eBEARING WALL b I ( I I I I ASSEMBLY- SEE DETAIL: a� I I I I O I I I I I I I � .•. 1 w I I I I I I I I I I 4'P.GONG,.SLAB w b'-OI v' J — — — — — — — — — �T" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --I- - - - - � _ - - _ UHFI B5MT130OR — - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - —IT 1 BREEZEWAY SECTION ° w0 A l . 1 NTS. LE1=T 51DE ELEVATION RIGHT 51DE ELEVATION (BREEZEWAY 51DE) � U 36 = 1-0 36 = 1-0 j H UNIT 80. UNIY80 c/) v Z W MODEL A (LAUREL). MODEL A (LAUREL) U O 0 12'UPPER 6ABLE 12'UPPER CABLE BULD-M BUILD-OUT BLACK Rf06E5 TO AL16N BLOCK R106B TO AL16N RIDGE VENT - RID6E VENT _ -. - -:_ RIDGE VERT RIDGE Ve17 ,- RIDGE VENT M06E VENT - •_ P^•�.«.:...mw.b.....wnw:r..l.m»vee:::..�w w.:L:.:rwm..�mw .v. - _. _ ''�'�^'�'''°'•P�-•t� :f.®i:. r` OH. N O M ...<....Am.«.,::mo*w::•�.» .,a.aw«:.a.<».a,»m�..»m,�a _ - _ _ '_ _�. T _ V p. .,»w.v saw^..vvm« ........®aw..a. w»w n•awv..a..w.mvv L--Y�Vm.Y.ry..A: � Y A.y.S. .�' a— V-4..r.1 I :.d.P 1 p:I ,—„,,..:!„y,>l� g» RJD6E VENT r-� SUTfER5/LEADFJ75 GABLE w <ww' w.: w.:w-• OH, T + -P a• mx. ALL 6UI7ER5 t LEADERS SHALL BE BAKED O11 .' _KKw.::. w.-..:ww«. wr wm.. .. 1 ..-_s.-1 Y�....� .--� �. Y.-.._ t I s Y i.a- .., ..:- WITE ALUMINUM A32'MIN.6AU6E,6UTfERS w w a w w. »... m , ». w w .+...,. r r t 1 P., i i...� d- �.«- w.m I '} it I I Ill 11 11 111 11 1 1 Ill Il OR _ .a-....««....:,«..._....f.m«..«..,..M..,_«w., ,...�_. ;�—, 1-Y-4- ,�,�. ,-i.a.r.1..T ' •� �:.:,. ' -• I'-4' 6� SHALL BE 5 SEAMLESS,Ob.STYLE W/ALL '"”` 6ABLE &ABLE 61ABLE OF] , 8._ OR RELATED t RE501RED ACCESSORIES. LEADERS I .a:. a=.»:.. x n : .-„_ ....« i-- OR SHALL BE MIN.256',A27'6AWE W/CLIPS! «»m w m 'ww» » « +^�' b'HIGH BLIIb _ ANGFIORS. GAUIK!SEAL ALL JOINTS. PITCH m - :, �., _ - &UTTERS MIN A8'/FI.PROVIDE PVC. _.Y.,•Y -..Y -� .. _ .m.- .-_.._..., dY... ROOF 0 COVERED ROOF 0 COVERED A. " » ' " PORCH BEYOND PORCH BEYON7 Z Z Z Z Z Z aw REGEPi0R5 8'ABOVE&RADE TO RECEIVE ^� ^''' � LEADERS(CLOSED CAP DE516W m w w. : m ,a......, ww; . rm BD — IxB FASCIA BD { a:.w.v 1,,,—.,,...®......e�_�►�s.'�Vsas .�y .t A •,V—,�,A. ' Y.fVRUfI WY.rVRN'1 5 5; O 1. x.«mn.:tvery-sem: A 6 PL HT BEYOND w »' PL Hi PL HT A-5 I'4 ED ir4T-F-Filill if IIIIIII Ill fill Ill 1 - ..<.'J„:.„�L..,a.,-L„�d.:.:.'i. =._-- I I I _ FRIEZE BD. .::, ., li I I I WALL 0 6A:RA6E V, i i Q �=1 k BEYOND j` _ Q a' ,.:.i.W H.:.i. - I I PORGHBEYo�:1 1 1 J111111 I I if Q W I IhyA € U 11 I I I I I ( I t l a cO m :.. I AdK FIRST UE 9 ...N,., , _11- .i,..a 1", a>:,.. :.i, « .Z'':a .; Ii RRST LINE FI FLAOR LINE I W O - r� .. _.._._ _FIRST FLOOR INE W 0 � U o I I I Ix4 AZBC TRIM I I I I I I � I I I I I I I I I 1 HOUR DATED EXTERIOR a l I w o BEARIN HALL I w A55EMB�.Y- 5EE DETAIL: I ❑ co Lu 2015 IRC-62471b(5'03b) i I I VENTING 5Y5TEM TERMINATION LOCATION: cn THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN Cd U J uNF BSMTFLOOR I I I I I I I INPUT of IO,000 BTU PER MouR(3KM11 OR LE55 SHALL BE AT — - - - - - - - -IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - � I - - - - - - - - - - - - - - - - - - - - — EULDI� S�I"ANA�P'PLA ENTNAIR�IP�VOVt2 —_ —_ —_ —_ � —_ � —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ —_ - - - - - � - - - - - - - - - - - - - - - - - - - � UNFIN.BSMT BTU PERiNouREUrNoraVr�So,DOOBTUPERHOURSH� Z Z .. INSTALLED WITH A 9 INCH VENT TERMINATION CLEWMcE,AND 3 w AN APPLIANCE WITH AN INP'f!T OVER 50,000 BTU PER HOUR Z Q Q Q SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION z L) CLEARANCE THE BOTTOM(OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE 6RAOE. W ... .... \S ER Ep q RICHT 51DE ELEVATION L�1=T 51D L VATION (BR��Z WAY 51D� �G BERT Rc 3A6, = I—03 6 = I-0INNOIVVELLIN6 IMN1i522.1 'nE TOP OF 7HE SILL OF AN U , Cy OPERABLE WINDOW OPENINI615 L.OGATED LESS THAN 24' �� m ABOVE THE FINI5HED ROM AND CREATE R THAN 72'ABOVE m om( UNIT 7 9 THE FINISEXTERIOR O &RADE ORO,THE SURFACE HND ON THE (- ' UNIT 7 EXTERIOR OF THE BIIILDIN6,THE OPERABLE WNDOW SHALL. �, COMPLY WITH ONE of THE IFOLLOV9N61 OPENINGS THAT WILL NOTF ALLON A 4 UNCHI DLAME M SPHERE TmATHR0U6Fl THE OP�NIN6 N ITS LARGEST oPeED O 3 81 0 PO MODEL A (LAUREL) M O D E L A LAUREL •PALL PREVENTION DDAGIE5 THAT COMPLY HITH ASTM F 2090 ❑ F I'f E W ° ( ) (THE WINDOW OPENING GONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING nE WINDOW TO .. ................................................ RI LY OPEN,SHALL NOT REDUCE THE NET CLEAR oPE NINE B N U M B E R AREA OF THE WINDOW UHT TO LE55 71M 5.7 SWARF FEET. ABLE Ed 2016023 DUET CLUSTER = SHEET NUMBER UNITS 79 & 80 k0- ELEVATIONS (D CoAl IW 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED I— Z w U m B A O U A� A-6 Z 0 r O H L- o co vs 54'-2" t _ I A g ■ Qcli om rn c/) !E � Z - 52'-2' 2'-0' z U T-5c6 to O L �co a c) 13'-2' 14'-f 14'-10' 9'6' 2Y U o 4 El ® N TYPICAL PORCH SLAB 5'4' 4'4'MA. 5'-2' LINE OF REAR GIf3 K U M WALL o UNIT 80 LINE OF REAR G+EEk WALL a UNBT 80 j 6 •4'PL.SUB MIN.MOO P51 GONG) 2'-O' 52-2' � c0 I'2' 1.-0. FDI REN-OR.GED WITH 6x6,10/10 HWM, V-O' P-2. ;p •TMP t FILL TO q5%DENSITY - 141-10" 14'-8" 6-21 4'WIDE JOIST , �� 2 SEAT.TA.SEAT 4'-4'M.O. 5'-4' TYPICAL PORCH 5 AB Q FDI HEV=(-)1'-I�' Q y FDI Q '4'PL.SLAB(MIN 3500 PSI CONW 6 Q `✓ 1+2• I'-0' REINFORCED WITH 6x6,10/10 WYIM. FDI 1'O' I'-2'. `r 12'-0' b" b' m l'-0' 8' T-0' v 6' 8' 13'-8' 's u, •TAW t FILL TO g%DE51TY '� NNDOW - ED - 1-- - =lj - _- - FL7 I 8 ----� 4'WIDE JD15T Z .7_ _ - - SEAT.TA.SEAT 2 O_ 2x12 FLOOR JOISTS p - o- - (2)2X10 P.T. I Y Y �I ' - - -- -- "" x?' 13'-8' '" 8' -v lb" 8 T-0'm b. 8' 12+.0• C) 0 Ib'OL. = 4 13. HIP L7IRC-GT VBNf HEATM EQUIP. ,0 2k 10' E -_ o r' -- FDI ►AHDOW MANGES SCAT d? E11:16ds�1[Y�Id' 1NI}1MINUMAT 7) I I NDr`„ ?} o - _ _ = - �• MID SHALL BE INSTALLED WITH THE '° POCKET OR PROVIDE I/2'AIR _ ` p I o CLEARANCES FROM UNPROTECTED , = STAGE ALL SIDES i I I I I _ __. ! .u.. ___ _-T- - tD• - e Z 4 GONBUSTIBLE MATERIALS A5 - _ °. I - - NDI GATED ON TIE APPLIANCE LABEL , ^- , 4 99� -EDI I = (2)2X10 P.T. o p 2x12 FLOOR JOISTS I`dnO AND IN THE MANUFACTURi325 4 Q EDI 4 ( � I N7 -0' g• T,10• T^ -0, . 0 16'Of, E U INSTALLATION MTRUGnON5. I I 4 • I I I...._. ___ ._-T - - 4'HOE J015T SEAT. 4 l IO' II'-4' Mi'-8' I3'-0' q'b' 10 ° b -<: , 2k 10” D T VENT HEATING EQUIP. _ - Ta.SEAT ELEV=(-)1'-I� APPLIANCE fJ FARAAYF APPA i 4 'PL.F�OUH0AIICMN WALL F- -i L_ - - I I (� I ( <r SLAB SEAT EDI NTH DAMPROOFIN6 ON I Y I I T�_ I I I I ( I GLEEAARA INSTALLED UM WUNPROTECTED I- 24k 12'PL.FOOTING - PROVIDE FRESH AIR '- ` L I I! I I \ / I� I I I I I u, TDF I 4 = _ - W.._ _.. CrA3uTED O HE AP LIA E INTAKE TO MEGA EQUIP 2xl2 FLOOR JOISTS I I 2 d2 FLOOR J015TS I I 'I'II I I BEAM POCKET WAP I —4 4 4 �i THTHE MM�i�FAT>� Q �) rn Hu M.Ip HOT WATER I o 12'OL. I i I I I o Ib"OL. I 2x1 FLOOR JOIST 10' ll I I q,$, I ENDS of GDR Alk1F41NUM _ INSTALLATION INSTR14TTON5. ❑ v _ r WALATEED tASSPPER L(9GALI r — I II I 3}'DIA Sn33 CauMN I N oL. I — AT POCKET OR PROVIDE 1/2' FOUNDATION UN A E I I I ON Sok Sok 12'DP PG I \ I / \ =—T J I r , AIR SPACE ALL SIDES 1WTM DAMPROOFING ONPROVIDE FIREN AIR 4 l; mm11 I -r -I I I 1 FT6 NLN) I - - - - F I I f -- 24k 12'PL.FOOTING EDI INTAKE TO h1ft.H EGti11P 10' I 111'-10' 1 i L J IS'-8' 14'-0' (. - q'-0• 1 I 10' \ / I I J I I PER GORE 7 TYPICAL BASEhEiJT SLAB L J , 40 112 FLOOR.COI T5 I I zxi2 0 113008 Jasrs I ( - ' I I I 2x12 FLOOR JOISTS �` L II _ _ I O'PL.FOUNDATION WART TER •4•RL.SLAB(MIN 2500 P51 GONG) I cr I I I I I61 OL. N ( I e 12'OL. I EXrOr FIOf M13E II •L0b MIL POLYE7f6BE VAPOR DASeW LI 6 ATES I I / \ ( o o- I I 34•DIA 5n�COLUMN I( ( r - 1 O",`A�AS�PER LOCAL KITH vAMPR11FIN6 oNk �� I F1�ZZT F L JI - I // o I oN 3ok Sok 12 DP Pc I L IGop . I I F-sl 10'P.C. N6 E�E _a ` •iunr�ir BRAD®5 OOW w� ( - - -� ( - - - - - -1 L - - �� �=� FTG N oN) r �I I ( I(- _ 15'-a" D'-lo" I O Q MAX.SIZE A66RWATE OP14'� RI(- - F - q'O- 14-0' I I I 1O� ,n GOFPAGT TO 45%U> I \\ r L J TYPICAL BA5EMENT SLAB II UNFINISHED -� %?� lD I I I L06 MIL POLYEMEE VAPOR I ICJ'PL. •4•PL.SLAB MIN 2500 PSI GONG) fll ~ w I I I •e'-0'GEwNS Hf. 3`8, I 4'NDE J015T I �j / DASR�I i�ICATE5 FDAnoN WALL (1 W L J LLL___ B/dtRlBt `( I DMA'ROOFING ON 20 -3- J •(h-13)CAO` Cal,SPRAY SOMI \ u� J I SEAT.TA.SEAT FDI � FIRSf FLO W a6 I •4 GOWAGIED GRAVE BASE � � T I � �i{,, fl � I pg � 1 s 10'PL.FObT1NG-TD.K it Q - - ; IN5LL ALONE INSIDE FILE OF RD, r , f I _ )I'-U1' _ J L_ _ - - L - _ T �_ - I MBFORPLY GRAM STONE W A X I i5 -O ( 0 - Y MAX SIZE A66RSSATE OF&- d L �- r m 2X12 FU15FI VL GDR --j _ v YYWr HU HT OR DRAPED BLAMO i - r _ - r Lr — I IN5UAT1oN - , I - - r -x GOFPAGT TO q5%DE16TY) y I 4 m - - - _o - - - - = •ALL 17tOR HE Hof DUCTST9Z TITINS L -J- - // L -J ' I iC r AND/OR TIE S PER KYS.TO BE 10'-4' I I q'-0' 10- 2'-0- D ° a� r , I ❑ -� ISUUTID A5 PER NYS.CODE - - ✓l ( UNFINISHED BASEMENT w O r Q 4• 5-q. 4.�,� 4, v o 2x12 eFLOOR ISIS I l i I P SEAT TA.SEAT ( I „n i '(R 131 GLOsm GEl SPRAY FOAM I I - -' I A5LL ALONG DNSM FACE OF 13D. L FLOOR JOISTS L3EY=(11'i�' I r I 1 r I I 2X4 STUDS WI v ;) I o Ib'OL. L L 0 2J02_FLU H LVl GDR._ - __ .. WdJr FILL Hr OR DRAPED eLAtrr�r r T PT SILL PLA ` �/ I I \ I I - •ALL evo-cm HOT WA, PIPIMnANS I o u I �a(?2-13)BA 'I F ;� L J, // — — —L J AV/OR reAnrrfi wGTs TO _ — — — AND SILLS 0 I6 '^-� _ - --" 2'0' 10 9'-0"- 10'4 °' - __ - 65ULATE2 A5 PH2 NYS.CODE. ___-- _ - - - - U L- - -I 12 OL.M r - - - - - - - - ED .Q N I 2x12 O OJ015T5 �� 4' 4 (_ - '- - � ;COR �1a FLOOR JOISTS — — — rn�a�Y.= I p 2x12 FLOOR JDI {sI� -i io Ib'OL. I \` (< 4 STUDS WITH 4'WDE JOIST 12'PL.FOUNDATION I °-O' 4 8"PL.FOUNDATION WALL I I / I I = _ 5�D SILL PLATES r T SEAT.TA.SEAT 4 FDI WITH DAMPROOFIN6 ON - -..-.- S WALL WITH -- 2 PT.FURRING STRIPS 165c 8'DP PL.FOOTING ( __ _._ - Mn o (�-13)BATT-.. I t+-J H_EV=(-)I'-I}' DAMPROORNG ON ® Q I ii WITH 2'STYROFOAM _ SILLS o Ib FDI 24k 12"PL. 5D �t N INSUL.(12=10) I I '� _ - - - - - - - - -- -.._. ._.._.. _-_ ........ ._ L.TYP. L Z U 10' I I'-4' FOOTIN6 X11" 4' -0" 19" 3 8" 2" 20-10" I t-3 8 PL.FOUNDATION WALL _ )2X12 F� w WITH DAMPROOFING ON TDA ELEV._ -! 2x12 R OOR JOISTS N 2 I I 4 - - \ 16'x 8"DP PL.FOOTING 4 0'-0- Q ( I 12'PL.FOUNDATION 4'NDE JOIST U EDI 2'PT.FURRING STRIPS IP 128 y WALL WTIN g 4 SEAT.TA.SEAT Q 2x12 FLOOR JOISTS `r Q ID I FDI NTH 2'51YROFOAM ��, C4 I Q 4 ® DAFT'RDOFIN6 ON I3P/=(-)I'-I}' 20'-10' 8" 3'- n q' 5-0 4. 5Dq 24"x 12'PL. FDI �`+ 2k 10' I x5 coRr�R RI�ARS I^U 4'-0 I r_-� �-g� I INSUL.(R=1o) y I e Ib'OL. r - i 1 4l" FOOTING II'4" 10' HD -1- - - - - - - - - -F- SEAT I LEffJ o MIDPOINT OF I TOP iv 1-J! L" — FOUNDAT =113 R I - - I d 4 X 12'OG. M ( -,I I 4 - - R5 C014M REBAR5 W/ 4'-0" I - — — T- I ( I LE65 o MIDPOINT OF TCPIGAL POTION SLAB 8' 8' `� 6' 8' 5' 8' iv •4•PL (hAN N51 GONG) FOUNDATION WALL 4 I'-b' HD o N 2x12 FLOOR JOISTS I` •4•PL.SLAB(MIL 3500 PSI CNG) I UNEXGAVAn77 TYPICAL I •TMP t TO qs% �NTY I FROM TOP 4 BOTTTOM. ( 4 2k 10' n a I6'OL. ' 6ARAFE SLAB t�� T cV � F�FINNF 419LL WITH 10x6, NSVT WFNAt I+$• 1'6' O • 1v 2X6 FLUSH WTI4 TOP ( tv- r - ---._ - - - _ ED •TMP t ALL TO�6%DENSITY I 4'PL.SLAB MRL 3500 P51 COO) I I N REWOROD 14TH 6x6,10/10 KKK �T OF FJ o 12'OG. �V -' J Q I •TMP t RLL TO 4%DENSITY i 1 ( - ( iv L .- - �i L J F r O - i • 6ARA6E DOOR SLOPE 6ARA6E SLAB D"Y i g ( N 8" ( -0' 8' 6 O' 8' 6 8' r n ao UNEXGAVATE R TYPICAL w o 6AR66E SLAB '^ Q N N r- N Co I I 4'PL.SLAB(FAN 3500 P51 C,a1W I TJtia i:,AL PORCH SI AA 6 p G G vri . o I'-b' I'-6' o � N ri co �i •1011FORCED TAW 4 FILL TKM 1 21 _ •4'PL.SUB MAL 3500 PSI CONW h:.', - REWORGED 14TH 6x6,10/10 KKK TOP OF WALL 5 •SLOPE 6ARAa SLAB DOWN V I c°: Irk, - r •TAW 4 FILL To q5%DEHS" o L....._. ._..... FDI TOWARDS 6ARA6E DOOR - - - I 3 3 G ( ( G b 6 Q FDI FDI 4 A-6 I TOP OF WALL DN=-I'-2' 2'-2' 4'-b' 4'-10' 2'2' 2'-2' 8'-0'M.O. I'-10' 8'-0"MD. 2'2' � ___ HID Ab HO HP FRONT GARAGE WALL O UNIT Tq 13'-0' 14'-0" 5'-0' 22'-2* 3 3 0 0 0 0 0 0 LIME FDI FDI Fn Fn R5 Fn co U) > > > > > > w w w w w w 2'-2" 8'-0"M.O. I'-10' 8'-0'M.O. 2'2' 2'2" 4'-6' 8' 4'fi' 2--2- w w Ir ENERGY 1.ENERGY CODE STANDARD PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE ALS 22'-2' 510' I4'-0" 1310' N EY APPLY TO ENERGY CODE ARE BEING FO o 2.ALL CO WITH THE 2015 INERNATIONAL ENERGY B A CONSERVATION CONSTRUCTION CODE THE AUfNORRY HIVING JURISDICTION SHALL BE A-6 A 6 12'-0'BREEZEWAY 542" PERIATTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM 70 EXCEED THE ENERGY EFFICIENCY REWIRED BY THIS CODE 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY 120'-4"OVERALL z WITH IRC N1101.14. 4.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSIRIPPFD AND INSULATED TO LEVEL w EQUNAUM TO THE INSULATION ON THE SURROUWNG SURFACES. I A B 2 5.RMAUATION-THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE AI.I A$ A{j O m INSTALLED IN ACCORDANCE WITH THE CRTTER1A LISTED IN TABLE 402.4.1.1 WHERE J REWIRED BY CODE OFFICW.,AN APPROVED THIRD PARTY SHAUL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE L> O w 6.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS Y THAN OR EQUAL TO 3 AM IN CZ4A.5.6A.TESTING SHALL BE CONDUCTED BY VWI U 0 AI THIRD PARTY. UNIT 80 UNIT 79 Z H 7.DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHAT BE INSULATED TO A MINIMUM 0 OF R-8 AT Y OR GREATER IN DIAMETER AND R-6 AT DUCTS USS THAN 3-IN U) 4 sa�SEAM- AIR I�DL�s AND FILTER BOXES SI�BE SEAED. MODEL A (LAUREL) MODEL A (LAUREL) � Q zt 8.DUCTS TESTING-DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR IFJIXAM BY El AN APPROVED THIRD PARTY. 1r.BUILDING CAVITIES SHALL NOT USED AS DUCTS LU PLENUMS. FOUNDATION PLAN FOUNDATION PLAN 10JAECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES OR <59 DEGREES SHALL BE INSULATED 3/16"=1' (J" 3/1G"=1'-0" F~-- CD WITH R-3 MINIMUM. 0 F T m 11. MECHANICAL VENTILATION SHALT.MEET THE REQUIREMENTS OF THE IRC/IMC ILLI 12EQUIPMENT SIZING-PER ACCA MANUAL S BASED ON LOAD CALCULATED PER RCCA s O 0 0 MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 1311GHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY HAPS 14.A�L WAC,PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 p GEST E q ENERGY EFFICIENCY.INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL ENERGY CONSERVATION CODE R SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR V TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,NR CONDITIONING VENTILATION HEATING SYSTEMS NEW,EXISTING OR Q ��B^ART 1C, 70 ( UPGRADED)STAMPED BY A PROFESSIONAL ENGINM R IF REQUIRED BY THE OWNER OR U 0 BUILDING DEPARTMENT. Lu { "qa `i r�< C� 15.ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH IECC 2015. _ U) © 171 -{ UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH U —� ,? THIS CODE. ` y 16JAINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH 3 1 CONTROL srsTOAs. � " ' 'VE.W..�.O ...........: SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 JA. 17AI EXTERIOR WX/FLOOR/CEIUNG JOISTS SIWl BE AR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R4024.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP J NUMBER AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. Lu AB DENOTES: HVACom-5211113Nr vas MANUAL X TO BE PROYM BY�,RATM 6ENERAL CONTRACTORS AND 5UBGONTRAGTOR5 TO REVIEW Q SHEET NUMBER DIA.ANCHOR BOLT USED A5 HOW L')01 N „ NNAG � HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: THESE GON5TRUCTION DOCVMENT5 UPON RECEIPT FROM DUET CLUSTER SEE DETAIL'P/21'5HEET D-1 •canyw►vAN,w.'S" FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT ARCHITECT AND REPORT ANY AND ALL DISGREPANGIES HD DENOTE5: 'MAN L-V NP KMa wnM HAAT a COMM XCa PTCA E S L SHALL NOTTE BWVM'A D a51 TOGETHER W/ 1/2" BOLT5 ® 2'-0" O.G. 2" MIN, INGLUDIN6 ANY DIMENSIONAL GONFLIGTS,IMMEDIATELY TO UNITS 7 9 & 8 0 FOUNDATION PLAN z SIMPSON MDU HOLD v°WN5 W 04)#'5D5%RaS •N4ANUK 5'ANO MANNL 1Y CONf'LIANCE GSttIFICAIE 51iALl BE SUB14TTi0 BN3a�G0 Isr AB=ANCHOR BOLTS o ARCHITECT FOR CORRECTIVE MEASURES PRIOR TO SEE DETAIL'wv 5M�'T DI MANUAL•f MrvAc��clLcuArNONs N�ovloev�MFRS��, STRARA6E� FROM TOP i BOTTOM, � MIN. 4" FROM ENDS GONSTRUGTION.DO NOT SCALE DR.AWIN65.DIMEN510N5 SHALL U)BE CALCULATED AND NEVER SCALED UNLESS OTNERWI5E NOTED. w A2 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U7 F- z w E B A 0 A-b A-b U 54k-2" Q C) z � L A BU 15'-0' 14'-8' q'b' I A-6 Ali O (n L) AI.I U V > m 54'1' T-4" 4'-b" 5'-0" I— rn N 2'-0" 52'2' Cq 2Z - Z V - M u') 10'SQUARE H1346 PERMA CAST 13'-0" 0 Q W ii 6x6 P.T.POST WITH 5w_1ON zr #46382 W/SQUARE = M BCf�23/b P05T GAP ANGIOR t FLAT GAP E BASE(OR EQUAL 5'-0' 4'b' 1'4' 1'4' b'-b' b'-b' ❑ o N SIMPSON ABU6b POST BASE-CORS COLUMN TO BE ALL COLUMNS)PROODED MV SPLIT KIT (2)3016 TR LINE OF REAR PORCH a UNIT 80 n/ M (3) 16 TR 1-1'-01 PORCH WIDTH (3)3016 TR LIFE OF REAR PORCH 0 UNIT 80 a��•• (o (2) DH 10'5GIUARE HBE6 PERMA CAST (3)22 50 DH 0)i Z50 DH ) COLUMN#446382 W!5QUARE FLAT GAP d BASE(OR EQUAL 6x6 P.T.POST NTH 51hF�,ON _ _ -GORN82 COLUMN TO BE 86523/6 BU66 GAP ANCHOR t 12 4 19 (3)2X6 P.T.61RDE3L SET TOP D (r(P-A L C41-P05T BASE PROVIDED W/SPLIT KIT (TYP-ALL COLUMNS) Q Iq DI DI I 1 FLUSH Wt 2x12 GIRDERS 0 SDLyi I ^ 19 12 1q (2)3016 TR (3)3016 I P-0'PORCH WIDTH (3) b TR Q —I r 4 II'-0'SOFFIT Y I DI DI °' w J _ COVERED PORCH I D1 w (2) IDH t3) DH z .� (3) DH H! _ _ O F- 1r 1r -I DI _ - P7:61 e 5 N W LVL HDR — Iq J a A q'-bW qOIb D HT o B �' — — — —� r — — r — -- DA. 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Q Q Q INSTALIM s=n NTH LONG DIM NON OF SHEET(STRENSTH AXIS)OR FACE 6RAIN OF PLYW001D PARALLEL WITH OR PERPIENDW AR TO Z 57UD5.VERTICAL JOINT5 CE NTER4ED ON 511V5.HORIZONTAL JOINTS BACKED W11N NOM 2 E3Y 4 N.WOOD BLOCKIN6.ATTACHED TO C7 0 0 tU 5TIA5 ON EXTERIOR SIDE OF WALL NTH 6D GE IW COATED BOX NAZIS SPACED b N.OG AT PERIMETER OF PANEL5 AND 12 N.Or. . ALM INTERIOR STUDS. 6.E MSWR FK M%-INSTALLED M ALGORDANGE NTH THE MANFACTURER5 INSTALLATION IN5TRUGTiON5.ONE OF THE FOLLOWING w Cj E R EMERIOR FACINGS I5 TO BE APPLIED OVER THE 5HEATHIN& U �!G\ 2015 IRC-83122.1 C.WOOD D 5TRIi� AND UP PANEL OR LAP P 5i P51 OR RATED SIDING,EXTERIOR, CAM OD,058 OR, M1514 SA PANELS NTH VM!ER Q FACES AND STRUGIURAL WOOD GORE,PER PS I OR APA STANDARD PRP-108,INGLIDIN61fEXT1AZED,ROU6N SAWN,MEDIUM DE6rfl' IN DW3LIN6 UNIT5,W BRE THE TOP OF THE SIL OF AN OPERABLE WINDOW OPENM615 0 4.;, Ci FIN�ATW LESS THAN 24�ABOVE THE SI67 GRADE OR OTHER SURFACE FINISHED BE AW OELTIft7(T13tI0R OF THE BUILD NN OOR.AND&WATEIR THAN 17 ABOVE w 1 OPERABLE ADE O SHALL COMPLY WITH ONE OF THE (TERIO Ns� THE IrT NOTE: WOOD SPE-GIFTED IN UL RATED DESIGNS ARE MINIMUMI SIZES.LARGER DIMENSIONAL *; >r� STUDS CAN BE 5UB5TITUTED. U ,? 4 OPE3NIN65 THAT NLL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 TFROU6H THE MULTIPLE LVL 6IPDER GONNEGTION5: 0 FALL PR ITS ION DET OPENED POSITION. NOTE: UL�6 15 IN COMPLIANCE WITH FRE -RATINGS-AN51NL 3 AS PER R302 j,�,�R°°° NOTAy': •FALL PRL�BNTiON DEVICES THAT COMPLY WITH ASTM F 2090 , p ,` J r FOR ALL MULTIPLE LVL GIRDERS,LAG,BOLT •AL1L DRYERS TO BE Vt}NiED PT1IE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL ❑ �• � TOGETHER W/ I/2" BOLTS® 2'-0" O.G.,2" MIN, ro ou15IDE AIR PER CODE DL�/IGE ALLDNAN6 THE WINoow TO FUlY OPEN 5Ii/uL NOT RtDI1GE THE PET CLEAR / "I - n �,r • ONE HOUR RATED EXTERIOR ..L'' AUL wDs1�R TO BE OPENING AREA OF THE NNDow LINT TO LIT:05 5.1 5CN1ARE FEET. WALL RESISTIVE ASSEMBLY JOB NUMBER FROM TOP d BOTTOM, d MIN. 4" FROM ENDS PROVIDED WITH DRAM P/J5 NTS. A- 3 6ENERAL GONTRAGTOR5 AND 5U5CONTRA0TOR5 TO 2015(ECC SECTION R 403.3: VENT] IRC-624216(5038) w2016023 NOTE: VENTING SYSTH�1 TERMINATION LOCATION: „ E- =EXHA IST FAN. REVIEW THESE GON5TRUGTION DOGIMENT5 UPON REGEIPT - -Y AND REM DZT5 IN ATTICS SHALL 13E INSULATED TO A MIN.R-8 2015 IEGG SECTION R 402.4.12: ��TERMINAL OF A DIRECT VENT'APPLIANGE NTH AN INPur DUET CLUSTER Q SHEET NUMBER PROVIDE SPRAY NOTE: TE ': HD= HOLD DOWN 50 CFM NTERMI I IENr OR FROM ARCHITECT AND REPORT ANY AND ALL AND DUGT5 OUTSIDE THE THERMAL ENVELOP SHOULD BE MIN.R-6. AN APPROVED HERS RATER TO OF 10;000 BTU PER HaR(3KW1 OR LESS SHALL BE LOCATED AT LEAST FOAM INSULATION IN ALL WINDOWS 5HALL BE STAIR MA1�IFAGTURER TO DE516N STAIRS TO ® 20 GIM DISGREPANGIE5 INCLUDING ANY DIMEN51ONAL GONFLIGTS, -SEALIN615 MANDATORY FOR DXT5,AIR HANDLERS,AND FILTER BOXES. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENNS INTO A BIAMIN6,AND 514H AN APPLIANCE NTH UNITS 7 6AR4,6E CEILING® MEET ALL APPLICABLE GORES AND TO -JOINT5,5EAM5,AND CONNECTIONS SHALL COMPLY WITH 5EGTION M-1601.4 LEAKAGE,AND COMBUSTION SAFETY AN I NRM OVER IOp00 BTU PER HOUR BUT NOT OVER 50,000 BTU PER 9 x O �- ANDERSEN 200 SERIES __ IMMEDIATELY TO ARCHITECT FOR CORRECTIVE INouR SHALL t5E IsrAum WITH A q NGH VENT TERMINATION GL.EARANCE �J V � rl LOCATION OF REPORT AM"-' - ANGIE5 AND GONFLIGTS cot OF THE 2015 IRG. TE5TIN6 AND PROVIDE A WRITTEN FIRST FLOOR PLAN ® CARBON MONoxIVE MEA51JRE5 PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE NTH AN NPUT oVt�R 50,00013TU PER HOUR SHALL HAVE TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. 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NOTE: 2015 IRC-R312.2.1 2016023 ENGINEERED J015T EF E*IAUST FAN, 6EWRAL CONTRAGTOR5 AND SUBCONTRACTORS TO ONE CARBON MONOXIDE RAW IN NEW IN DkEUNC7 UNITS,MERE THE TOP OF THE 5ILL OF AN oPERABLE WINDOW oPEMNS,15 LOCATED LESS nIAN 5HALL NOT BE CVT, W= 50 CFM INT9;!M REVIEW TW-5E WN5WTION DOMEW5 WON RECEIPT ONE AM TWO-FAMILY ON1111465, 24'ABOVE TIC FINISHED FLOOR AND GREATER 71"12'ABOVE THE FIN19W 6RAVE OR OTHER SURFACE SHEET NUMBER TE '5'-. HOLD MULTIPLE LVL 61RDER GONNECTION5: T0HNFVT-E5 AM DHELLW UNITS IN B&N ON THE EXTERIOR OF PIE BUILDIN6,PC CIPERABLE HIWW%t4U COMMY WITH ONE Of THE < NOTE: 20 CfM DUET CLUSTER F Fr T A AL I IIS VIII � II III I h 11 ) -ri AN J. 4- 4uj1 I r F, T Ix 30'A H b 25N NOTCHED A] STAIR MANUFACTURER TO DESIGN STAIRS TO FOR ALL MULTIPLE LVL GIRDERS LA6 E30LI FROM ARCHITECT AND REPORT ANY AND ALL 6WP R-2 BUILDIN95(WND05 4 ALL HINPO�-6 SHALL BE V15r�PWIE5 WILLOW AW DIMEN51ONAL GONFILICT5, 0 OPMM5 THAT HLL NOT ALLOW A 4 INCH DIAME'TER 5ffl3;!E TO PASS THROUI9H THE OPENIN5 IN ITS BORED UM-E% AMXzR-,;EN 200 SERIES "�ET ALL APPLICABLE CODES AND TO TOC-ETHER H/ 1/2' E30LT5® 2'-0" O.G.,2- MIN, CO2 IMMEPIATLEr To ARCHITECT FOR CORRECTIVE C40-OP5)AND UNITS OFFERED FOR SALA I-ARSE5T OPENED P051110N. UNITS 79 & 80 z SPECIFIED BY THE RE-PORT ANY 015CREPIEW IE-5 AND(ONFLI(T5 Tel:IE� = CAR"MOW)aDE IN nE IMMEDIATE VICINITY OF FALL PleVENTION DEVICES TMT CaftY HT14 ASTM F 2040 (D MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. FROM TOP 4 BOTTOM, 4 MIN. 4' FROM EN05 DETECTOR MEASURES PRIOR TO rON5TFX*nOK DO NOT SCALE BEDROOM,ON THE 1-01,115T FLOOR WINDOW OPENING CONTROL DEWCE AFrER OPERATI04 TO MEASE TfE C*nM DEVICE AUMW SECOND FLOOR PLAN LEVEL CONTAININS,BEPROI2,15. tm DRAWING.DIMENSIONS SHALL 13E CALCULATED AND I • TfIE KWOK TO RUY OPEN,%KL Wr REDXE THE NET CLEAR OPEHNS AREA OF THE WINDOW UNIT TO U) GORE e�v SMOKE xrEr.Top NEVER 50NIP KE55 OTHERWISE NOTED. 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