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HomeMy WebLinkAbout45377-Z ggFFOt��, Town of Southold 8/20/2021 P.O.Box 1179 0 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42264 Date: 8/20/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 25 Harvest Pointe Ln Unit 115, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-2-59 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 45377 dated 10/27/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinsihed basement, covered porch, screened porch and attached two car garage as applied for. (Unit#115) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0169 7/7/2021 ELECTRICAL CERTIFICATE NO. 45377 8/11/2021 PLUMBERS CERTIFICATION DATED 7/29/2021 All Suffolk P mbing Cgntractore Inc 0 o ' e Signature Offa, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE . SOUTHOLD, NY �ao� 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#: 45377 Date: 10/27/2020 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 #115, A model) At premises located at: 25 Harvest Pointe Ln Unit 115, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-2-59 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,071.60 CO -NEW DWELLING $50.00 Total: $2,121.60 Bui g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: -A. For new building or new use: J. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. '2. 'Final Approval from'Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer'responsible for the building. 6. Submit Planning'Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: I. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2., A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is ,denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory'bui]ding$50.00,Additions to accessory building$50.00,Businesses'$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Cerfifica'te of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 'Date. New Construction: Old or Pre-existing Building: (check one) ;Location of Property: Uni r 6 EhqinA-e_ a C'tAcko 0 (� -e, House No. Street Owner or Owners of Property: ` -%fY>.p r DeVte(lo no&4 L,LG 'Ham ki ,Suffolk County Tax Map No 1000, Section- � � 01 Block ® - 'Lot _ Stubdivia,'on—k4-Ct ryeS� p7� �l0. eFiled Map. Lot: on No. -7 Date of Permit. Applicant:_ \ �� LLC Health Dept. Approval: - �� 'Underwriters Approval: Planning'Board Approval: S Request for: Temporary Certificate Final Certificate: check o ) Fee Submitted: Appli a ig to e CONSENT TO INSPECTION — ,the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premises i Ue T w of Southold, located at Unt. � which is hown and designated on the Suffolk County Tax Map as District 1000, Section !;.O(,Block Q:L ,Lot_A223 . That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building lnspe tor's Office for the f flowing;, 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: ! 2 0 =(j-\ ( r nt iL ) (Signa (Print Name) oF so���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® iQ sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Rimor Development LLC Address: 25 Harvest Pointe Ln Unit 115 city Cutchogue st: NY zip: 11935 Building Permit* 45377 Section: 102.1 Block 2 Lot: 59 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceding Fixtures 21 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors 2 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 44 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 26' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 41 4'LED Exit Fixtures Pump Other Equipment Fridge, Gas Oven, DW, Micro, W/D, 150A Panel 30 Circuit/29 Used, Central Vac Notes: New Two Story Inspector Signature: Date: August 11, 2021 S.Devlin-Cert Electrical Compliance Form Town Hail Annex 5437 'Telephone(631)765-1802 5-Villain Roadr- ,, .�;. P.O.Bo„1179 v �, ,;j a' Fax( � )76:5-9509- p G^1 Southold,NY 11971-0959 1 BUILDING DEPARTREMENT ,CER'" I F 1 C A T 10 DT Daic:rll- lla 'E1!i�ii11 _'ni1T11=1`:G. `� t k�Nc" r., - LLC A (Please prii?%) Urn b(,-r- V, LLI"A(dL h, (!'n-�Qctciuv��h (1 !Ease print) L.-' that that t pie Solder LISed in the water SLipply system contains JeSS than 2/11 o !% (P 1Limbers Signature) S om to before me this _ day of 2G ANNA MORITA Notary Public,State of New York Reg.No.01F16368364 , Qualified in Suffolk County 'tilOtary Pu7lICS CDU[1t1 Commission Rxfres_/Ys !�� o��OF SOUIyo V # # TOWN OF SOUTHOLD BUILDING DEPT. cnuxn ' 765-1802 .1 NS-PEC ION [ ] FOUNDATION 1ST [ GH PLBG. [ �#OUNDATION-21SID- [VI O GFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S-� . ��. -moo DATE R INSPECTOR • SObI ( ,n� 11,50000, o�,a � V # # -TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [JFIREPLACE FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O___ d REMARKS: 'off 21A6 frxlt�l o - a 4 DATE kWIA INSPECTOR oFsou - # TOWN OF SOUTHOLD BUILDING DEPT. 4�0 765-1802 INSPECTION [ ] FOUNDATION IST [ ].. ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE L/ /I INSPECTOR � 6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]*SULATIOWCAULKING , [ ] FRAMING/STRAPPING [ FINAL 1V�> [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 04 12 DATE a -INSPECTOR OE SOGIyOlo �� —7 < * 7—T /I * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 [NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i 7�, rp-64e e J--r e T 1. 5- MLLL '1 DATE 0 1( 'fir INSPECTOR �� t �� a0FS0UTy�lo V4/�l �t— 114r� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND l [ ] INSU -ATIOIV�CAULKING ` [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C.AL, . ovk/ DATE fl)-14104 INSPECTOR 4IM-4 7 :l Aw r : 4 :.• , y i i ' t J,W, �t ,Emir- ,. 7"fIrl, e. Mw- a y - a '� - */i'�iM fq�{•-s.3L�s +Ift "`��Twy 4 '� � iPw l k - A i - - - -- . a. a� a- AWL VW UR .. Z5 ,ate ,may 5 . r i • >�, tar m_ r. �llr.���� d !`", - 6 •+'"` HUNTER INSULATIONI � tr -�-� a w., — Fauntladon Wnfe ProoF(rt9, 131 283 4120 bv- ,y ti. a. y r Y P" � f 4.: t 1 { � 'PIP,{e !' - ` '} i N .1�,`�''.�,,.,.. ',�. A � n }�.it':L.�Wi �1. •�t 7 .�. I � ' , f+R �: ,. � ; ,t �, t . . ., �,.,,.., s,; ���. 'p � ! j �I ��. il 7w _ .._ '- (_ rkava ,. _ _.. �. - — _ - � _ ...-:-�-3 �.T � a /� � . , v. .. r _ - v.... - - ... /y �' ^� .. r i i r � B (� (Y1 , W/// 1llII A��ml+�l'} ;� � was: lie r J bw...e•�.saau<u..uw..e... 1 y'.�V .rt +t�� R � YN[ a ►' +�'.' i.�.�.. '.�,�3S`.. �Yd '� �`t� "�: '"'w. ,s `.�!� ��+w.'!' .a��'•-_♦ 3 c .. a •�. _ ^' r 711 At�L- ------ 71 om � .. e - ��: � .� ' �t.� \'a .�!.� _ D�rdi51�'��:+i1-��'_��.•... •,.w. r. 'y�•� ,� t 1fWro ���. YifefV yf. p I Al elf IM _ t T i �. -: 'r � _;- �."I •,(�. � its{ .1 ! �, �� � 01 � l _r ..:'...P.a.3'::•ad�i'_ %-`u, :�: bs4:...?Rvs •.....'« .;-atu i 4, .:i =.' ,..'.e°, ':�. 2 ` '�+�' ¢':•` 4 i.d '`�'F", U'�-� 115" .� _ y53��� �� � � � - ' M` 3( 1 T�s '; ,, t � ➢! � � _ y + j -, „� - ,. .: R.�; ,�. € ..,._. ,., � �� ,� �+� _ 1� ' .�, A� t t�,f •� ��� � �. !� ,: � � '�' t ��"�� `� .. , �" t ,, { _,—_._ � ` � � � r, f b I� a 1 I � �i mile R o ' 9 � -d r "+.,,,tib, 46+•.q� a.:+,. ��, �a $r -S :c s f' Ili r � t LIS3 77 F 71X Poli is — GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw NY 11749 WW W.GRCHARCHITECTURE.COM (631)864-3395 April 23, 2021 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold, NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue, New York Unit No. 1151 Permit No. 45377 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 gGleerveny, t. ly submitted, D ARC \GJ CgERT C/y ' AIA, LEED AP "9 �2381D Q �FOF IN r GRCH ARCHITECTURE PC 3750 EXPRESS )DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 26, 2021 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit# 115— Permit#45377 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. B espectfull submitted, RED ARC� ObSRTCy�cy/�F CA Glen C erveny,AIA, LEED AP Prin al (P '90238Ar T�OF NE�-1 `If,?,`+?j^ '��, �''�^re e:r�>�.T`�r':' ',•5?' `-.,a`�""- �:.>..�'i. - Ytf���"_��t�� Wit', ;, :'y GRCH ARCHITECTURE 3750 EXPREss DRIVE SOUTH y�^W; {`` 'A:� ''^"� 1 # .� SUITIa ®2 ISIANAIA. NY 11749 WWW.GRCHARCHITECTURE.COP/1 _.- (631)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation 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 X" (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-develbpment 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 espectfuly submi ed, �ERED ARC 4CgERT CyF y��� 1 Glen Cherve y i IA, LEED AP Y Principal p 02303 0 F NE HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, IVY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President } 20 Feldland Street, Bohemia. NY 11716 0 (631) 563-1298 Fax. (631) 563-2954 A Home Energy Ratinge ® ate Property HERS Holly Al - Lot 115 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2021-07-29 Rating Number: MC194 25 Harvest Pointe Ln Registry ID: 122291562 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 53 Efficient Home Comparison: 47% Better Use N1MBtu Cost Percent Heating 64.0 $141 9% General information Cooling 1.7 $95 6% Conditioned Area 3757 sq. ft. House Type Single-family detached Hot Water 12.1 $13 1% Conditioned Volume 42016 cubic ft. Foundation Conditioned basement Lights/Appliances 24.6 $1179 76% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 102.4 $1548 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 86.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 75 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI 2018 IECC UA Compliance Building Shell Features ECCC New York State 2020 Ceiling Flat R-37.7 lab R-0.0 Edge, R-0.0 Under Sealed Attic NA Ex sed Fl or NA Vaulted Ceiling NA indow T e U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 &3= .4ACH@50 nfiltration ate 1651 CFM50(2.36 ACH50) Foundation Walls R-13.0 M thod Blower door 1651CFM x 60min=99,060 /42,016 P Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0ge/Oven Fuel Natural gas Bohemia, NY 11716 Interior LED Lighting (%) 100.0 lothes Dryer Fuel Natural gas 631-244-9333 Refrigerator(kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: RENT/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form Certified Home Address: 25 Harvest Pointe Ln City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of 1 Location of this CAZ: Basement (Use additional forms if more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2021-07-29 Outdoors Temp During Test: 82 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 to notes) NOTES: YreatingjSystem Primary: Yes❑✓ No❑ Tyne: Furnace Q Boiler II Heat PumpQ Other❑ I z Venting Tyne 3 DraftSpillage Sin llaPe CO CO Efficiency Fuel TVDe Circle Type) Pascal (Worst Case atural orst Case atural Rating:95.0 NOP❑O❑E❑ N❑CmE S2✓ N/A Pa. Pass❑✓ Fail❑_ PassOFail❑ NSAPPM NIA PPM Yes ❑✓ Twe: Standard Tank aindirect Tankless ❑ 75.0 Style Common Vent El 6vater Seater: Primary Size: No ❑ Instantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ E tcienc Fuel Type s z Venting Tyne 3 Drat S ilia a Spillage(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 N_❑✓ P❑O aE❑ N❑MEIS Z✓ N/A Pa. Pass Q✓ Fail❑ Pass✓❑Fail N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 4 PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type. N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Sq* 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: 2021-07-29 l Manual S Compliance Report Job: WI'N,�IltSOft� Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 25 Harvest Pointe Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB. 83.0°F Sensible gain- 17582 Btuh Entering cod DB 76.0'F Outdoor design WB 71.0°F Latent gain 3500 Btuh Entering coil WB- 63.5°F Indoor design DB 75 0°F Total gain 21082 Btuh Indoor RH- 50% Estimated airflow 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type Split AC Manufacturer. Generic Model- SEER 16.0 Actual airflow 800 cfm Sensible capacity. 16800 Btuh 96%of load Latent capacity: 7200 Btuh 206% of load Total capacity- 24000 Btuh 114%of load SHR. 70% Heating fiquipment Design Conditions Outdoor design DB 10.0°F Heat loss 46217 Btuh Entering coil DB 63.1°F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type, Gas furnace Manufacturer. Generic Model: AFUE 92 Actual airflow. 875 cfm Output capacity: 48000 Btuh 104%of load Temp. rise- 50 °F Meets all requirements of ACCA Manual S. Wri_ghtsOft' 2021-Jul-02 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Residential Plans ExaminerReview F• Form �Ka - RPER 1 ^C • ADesign D 15 Mar 09 AVCatMmYgCaras ofAm a m Header Information Contractor Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form'(and supporting worksheets)* Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan#- Manual D Friction Rate Worksheet Yes E] No R Duct distribution sketch Yes E] No n Home address(Street or Lot#,Block,Subdivision)25 Harvest Pointe Lane,Cutchogue, NY 11935 HVAC LOAD CALCULATION. 40 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 10 °F Orientation, Front Door faces West Indoor temperature 68 of North,east,west,South,Northeast,Northwest,Southeast,Southwest Total heat loss 46217 Btuh Number of bedrooms 3 Conditioned floor area 3788 ft' Summer Design Conditions Number of occupants 3 Outdoor temperature 83 °F Indoor temperature 75 °F Windows Roof Grains difference 30 gr/Ib @50% RH Eave overhang depth 1,0 ft Sensible heat gain 19979 Btuh Internal shade blinds Blinds,drapes,etc. E. Latent heat gain 3977 Btuh Depth window Total heat gain 23957 Btuh Number of skylights 0 HVAC EQUIPKENT SELECTION41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Gas furnace ETuipment type SplitAC Heating cfm 875 umace,Heat pump,Boder,etc. it 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 DISTRIBUTIONHVAC DUCT 6 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 m/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP+(Tl1x 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 clailms made on - -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 onAbridged Edition Checklist Wr 41. soft` Right-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job- Date:wrightsoft� Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For. 25 Harvest Pointe Lane, Cutchogue, NY 11935 Design Information Htg Cig 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 060 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 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. wrightsoft"' 2021-Jul-02164343 wro-rn,.m.n�.,c n n Right Universal 2018 18 0 32 RSU20066 Page 1 le& Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 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. wsightsoft- 2021-Jul-02 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 ArM Model Al MAN JSD1Rimor Model At MAN JSD JA rup Calc=MJ8 Front Door faces W - - 9 - Project Summar Job: 1A7ri htsoft 1 y Date: July 2nd 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For: 25 Harvest Pointe Lane, Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 40897 Btuh Structure 16210 Btuh Ducts 999 Btuh Ducts 776 Btuh Central vent(68 cfm) 4320 Btuh Central vent(68 cfm) 596 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 46217 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15472 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) /2 Pressure/AVF 50 Pa/1422 cfm Structure 1968 Btuh Ducts 134 Btuh Central vent(68 cfm) 1398 Btuh Heating Cooling Outside air Area(ftz) 3788 3788 Equipment latent load 3500 Btuh Volume(ft3) 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv AVF(cfm) 150 66 Req total capacity at 0 70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12 8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °F Total cooling 24000 Btuh Actual air flow 875 cfm Actual air flow 800 cfm Air flow factor 0 021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrights®ft^ 2021-Jul-02164343 Right-Sude®Universal 2018 18 0 32 RSU20066 Page 1 ACCpl..Mode]Al MAN JSDIRimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor Bed 3 r1_81 cfm 129 cfm 30 ofm Loft ,6x 16 Jp Riser Ret Riser 28 j46 10' X1$ 2 Stair Up .lob#: Energy Testing Services LLC Scale- 1 : 106 Performed by Energy Testing Services L... Page 1 1648-A Locu st Ave Right-Suite®U niversal 2015 25 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 16 0 32 RSU20066 2021-Jul-02 16:43 59 SD\Rimor Model Al MAN JSD JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Win Continuous Use Timer Breakfast Area 01:m�..F� L51 dm I`62 dm L82 m Master Bath Master Bed L99 dm V dm IOtchen Living Room Hall Suer WIC 1 L16cf undr 34 m WIC 2 L12�th 1 7 dm Stair Foyer Bed 2 Garage L91 dm S' Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 25 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-Jul-02 16 43 59 .SD1Rimor Model Al MAN JSD JA rup N Basement Make up air 68 rcnn Skuttle Model 2161 262 dm 6" 9" 6" 14" 6" 8" 8" x 16 10 - - - - T28— - - — - - T10" 8 g.35x 1 5" 90 4" 4" Baseri ant 26" 8" up Riser Ret Riser 10" 4x16 10" 9" 87 dm 87 dm 87 dm Job#: Energy Testing Services LLC Scale 1 - 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 25 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0.32 RSU20066 2021-Jul-02 16 43 59 SD\Rimor Model Al MM JSD JA.rup Duct System Summary Job: WI'igI1tS0$t` Date: Jul 29,2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For 25 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 • • Branch Detail'Table Design Htg Clg Design Dlam 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 easement-A h 3482 87 8 0.004 8.0 Ox 0 MtFx 23.8 160.0 st2 easement-B h 3482 87 8 0.003 11.6 16x 4 ShMt 485 225.0 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 90 Ox 0 MtFx 16.8 2250 st2 Foyer C 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 205.0 st2 Kdtchen C 1755 42 99 0.007 9.0 Ox 0 MtFx 2.3 95.0 Laundry C 609 20 34 0.002 50 Ox 0 MtFx 48.8 315.0 st2A Living Room c 1455 72 82 0.002 8.0 Ox 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8.0 Ox 0 MtFx 15.5 215.0 st2 Loft C 539 26 30 0.001 5.0 Ox 0 MtFx 68.0 410.0 st7 Master Bath c 894 34 51 0.002 6.0 Ox 0 MtFx 38.3 325.0 st2A Master Bed c 932 51 53 0.002 6.0 Ox 0 MtFx 53.0 295.0 st5A Master Bed-A C 932 51 53 0.002 6.0 Ox 0 MtFx 52.8 300.0 st5 wic 1 h 625 16 4 0 002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4.0 Ox 0 MtFx 56.0 290.0 st5 Bold/italic values have been manually overridden vvrightsoft` 2021-Jul-02164343 ti .�.+..r�-,..,,,,,,,..,r Right-Sude®Universal 2018 18 0 32 RSU20066 page 1 �C� Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W Supply D- 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 0.001 206 299 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 Return Branch • Grille Htg Clg TEL Design Veloc Dlam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk 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 Table,Return Trunk Detail Trunk Htg Clg Design Veloc Dlam 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 0.001 236 100 0 x 0 ShtMetl rt2 1 w/rightsoft- 2021-Jul-02164343 Right-Suite®Universal 2018 18.0 32 RSU20056 page 2 ACM .Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR: TOWN ENGINEER CZ TOWN HALL - 53095 MAIN ROAD ::• �,,, � ;: TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 {, ® Fax (631)-765-90 15 kllC11AELCOLLlNSrirl•M1SOUTIIO1.D.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD i Brian Cummings June 18, 2021 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 41, 42, 89, 90, 115-& 116 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization for the front and side lawn areas of these units. The rear areas have not achieved final stabilization but have been seeded and should be fully stabilized within two weeks. Additionally, the driveways of these units have not yet been paved but the base material has been placed and thoroughly compacted. Due to the location of the units, any stormwater runoff from areas that have not yet achieved final stabilization will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these six(6) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town �^ P.O.Box 1179 54375 ate Route 25 ��� ��� �, Southold, NY 11971 (cor.Main Rd.&Youngs Ave.) " Telephone:631765-1938 Southold,NY ,Southoldtownny.gov �1 ou PLANNING BOA-RD OFFICE TOWN OF SOUTHOLD June 25, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 41, 42, 89, 90, 115 and 116 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#41, 42, 89, 90, 115 and 116 of the above-referenced Residential Site Plan have been completed based on the site inspection made on June 17, 2021. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these six (6) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, D o Id J. W iilcens`ki Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer .� • • • • • e ----------- FOUNDATION(1S, im NO N", FOUNDATION(2ND) ROUGH FRAMING • LUMBINGamm IM, OW INSULATION PEA N.Y. STATE ENERGY CODE w log ON _ TOWN OF SOUTHOLD BUILDING,,PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT yDoouu have or need the following,'beforeapplying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans, TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov ,' s',pERZT''NO, � Check Septic Form N.Y.S.D.E.C. Trustees -:C.O'.-Application - Flood Permit Examined ,20� Single&Separate Truss Identification Form Storm-WateFd1ssessment Form DD l�'1�1Q� �+� y( Approved 0( 20C66tact:� Mail to: r ' •`®�� 9108- Disapproved 108- Disapproved a/c � 146 Phone: '6 / 7 / _J- Expirati�n_N - ) Building In ector OCT 1 -5 C- 320 ,APPLICATION FOR`BUILDING PERINUT ' Tr Date , 2090 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or.in ink and submitted to the Building Inspector with 4' sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship td,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 inwwhole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. „ f. e' ery building'perri it�shall'expire iftlie Work authorized has not commenced within 12-months after the date of 'issuance'or has norbeen completed within.l$moiAhs'from'such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector'may autho`rize,'in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building-Department for the issuance ofa 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. - (Signature of applicant or narfte,if a corporation) = (Mailing address of ap licant) State whether applicant is owner, lessee,''agent, architect, engineer, general contractor, electrician, plumber or builder 2>LJ h�i✓ - . Name of owner of premises �Itwtio t/ b"dI Zi,C., x (As on he tax roll or latest deed) 2, If applicant is a corporJ i n, signatur o 4uly a'th •zed offic r M 11 (Name and title of corp _ ate of_facer) J ' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc ation of land on which proposed,work will be done W5- 25 Street ', tX � .i House Number � er � '� ""�'"' `` "` �" ` ' '� ' • �! Al County Hamlet County Tax'14ap No. 1000 Section`Sf'P" Lot ��`7 LotSubdivision �I ®t` Filed Map No. q1 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and-occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work - (Description) 4. Estimated Cost 30c) ,C)00 -00- Fee / (To be paid on filing this application) 5. if dwelling, number of dwelling units d Number of dwelling units on each floor lf,garage,,nurber of cars / 6. If business, com"mercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions-of-existing structures, if any: Front Rear Depth HeighC` ' ' ' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Diensions of entire new construction:Front �'-� 2� Rear J 4 2Depth �`j m Height 22' 3" Number of Stories 2 W/ leastna n.+ 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO' yZ' 13. Will lot be re-graded? YES %1""NO Will excess fill be removed from premises? YES NO 14. Names.of Owner of premises L-�C. Address Phone No. 3 Name of Architect d� Address _ 5 '�- t4 Phone No Name of Contractor $tom Address . Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE RE RED. b. Is this-property within 300 feet of a`tidal wetland? " YES NO ' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16, Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at I0.feet or below, must provide topographical to on survey. -18. Are there"any,covenants and restrictions with respect to tXp ' roperty? * YES NO IF YES, PROVIDE A COPY. bH �`y�.Q, �,t! STATE OF NEW YORK) 1!, COUNTY O&--(' SS - 1 Y� C,,__ being duly sworn, deposes and says that(s)he is the applicant (Name of individual sign i g contract) above named, (S)He is the (Contracthr,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the ap lication tile S �t IIZOIV Sworn to before me this. , NOTARY PUBLIC,STATE OF.NEW 1' day of, ? 2,�tegistration No. 01 PI638830. ~- Qualified in Suffolk Count} Commission Expires March 04 20 3 Nota P blit z ofA plica t BUILDING DEPARTMENT-Electrical Inspector ;$ - TOWN OF•SOUTHOLD " y Town Hail Annex- 54375 Main Road - PO Box 1179 2 2 '2021 Southold, Nevv York 11971-0959 . Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtouvnny-aoy — seand(rsauthaldtawnny.- ov APPLICATION FOR ELECTRICAL INSPECTION . 5.LECTRICIANINFORMATION (Ali information Required) Date: oZ " Company Name: ; Name: ; License No.. 3 0" em ii: '{ Address: € 1 } Phone No.: ;4cv 41 -f- 71 - JOB S!1' INpORMATION (All Jnformation Required Name: tche- Address: V t �+' - 1 f Cross Street: IL �— Phone No.. i - Bldg,Permit,#: U C, erriait• —_ �< Tax Map."D 'rstrict: 1000 :Section: 0D, t�I B,loak:` Lo :ti -BRIltF DESCRIPTION OF wORK (Please Print Clearly) , ! circle-All That Apply: Is job ready for inspection?: YES NO Rough In Final .Do you need a Temp Certificate?: ES O Issued On Te mp'Worrrmation• (All information required) ,Size•-, A #Meters � Old Meter# Service Siz 1,Ph. 3 Ph • 1S ' ew Sere' - Fire Reconnect-,Flood Reconnect-Service Reconnected-Underground-OVerhead #Underground laterals 1 2 H FrarYle - Palo, ,Work done-on Service? Y N s Additional Information: ' PAY- MiNT�DLIE WITH.APPLICATION . f Request for inspection Form.xis �j �� PERMIT# Address: -!� Switches Outlets'` G H's Surface t Sconces VON, jNH's � �1 UC Lts Fans Fridge ' HW Exhaust Oven Dryer DWI Service Smokes � � -27 0 action -Micro , Generator. oinbd Cooktop- Trans#er - - - AC. AH Mini • s Comments: - 1 k= 39.22' �- K� 90 A A 89 88 �. A A fa R7—XR R7 }; Y -- - Harvest Pointe at tEw raa .-r..�. n-..^� 4 _ +: s•S_"'.m.�:�._�,. �r<:.:F '�~ it "� ==�..� � '�.`- ''"•iii .��>:-'-E-= s_ -E�,',..€d�i• ¢.�� '� �..t�"�L%��7y7�.;_�.7`�sj/7_���;.i*-,ti-,.s;�'�:;,�k�'.�•>•ry,s.Tt�'�r i-„- ``:.- _'�'•�,.�'-u.;= .r��r f,,l ,�.:^(s .,�,�s., ,Y I�,Y_ "�p� _"=, _,•`�.f�sv.,,,.��cy...a tt'.` � :L*,•i='^.J-.-c-^;a.�'"t,�ti:,. ��_-,�4.. �}�� ��'. c u tc h® u e _�"'� cY':V,3•�C�;W,�v-,�'�_:'�__�'*�`�'-•`i was _�tu`is�:'r.z-•�'”` '-^ '=,a...'� .'=3r+cv,v, x=,._ s �- _:�'-;;t-, �.4tE;-=' r� --.yt�- ..�... .,-- �._=...z�,tr�+-�-�-,•<•-.��.-� T'� -�-Wiz.-'_a_� —��Ss�`a�`_�r�-���_ �� ��+^i-== �"�.c-".c`--t a fa �N`�'i;`"r^- =�,��t'^e.�i`ss=a�a„3- .�,,,z�,.i �`.� '�s`z''-' r. •' �..,-K'�°�`"��. _�b.�..-u rs� T ;��..;'�'.,� - w�-:•� ._..- �m�'&,^"- �:;•,:�' ��s3:.n ';. • x�.�� mss- �,�-�y�.._.: - ems.:_ �� aF - Cutchogue, New York t . \—FLUSH CURBtibu Town of Southold i , WITH PAVERS No RevisionDate Appvc! 13 TOWN/SCDHS REVISIONS 7/28/17 AVL X21 116 12 TOWN REVISIONS 6/14/17 AVL tF 0A ) ; A 11 SCf3H REVISIONS 4/22/17 AVL a 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL tt 39.22' 14_39.22'_j_j 9 TOWN REVISIONS 3/27/17 AVL 6j 8 SCDH REVISIONS 3/9/17 AVL ^ Ch7[IT d gw�r_ Issued for Date i July 10, 2015 PIPE SHALL BE 15" CPP WITH A SLUrlt Gr u�o ' m STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS i FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURERS RECOMMENDED F VECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. o BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 3E MINIMUM 6" DR-18 PVC OR CAST IRON WITH'A- IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH , WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1 OF 54 INCHES WITH EARTH OR SHALLVER: ALL WATER MAINS OTHER INSULATION DEPTH OF NSULATION TO PREVENT •INIMUM OF 10 FEET OF SEPARATION 13ETWEEN FREEZING. WER/DRAINAGE LINES. © BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE IINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED I H REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED ALL DRABS AND DRYWELLS. TO T. 4INIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: ,ERVICES TO BE INSTALLED BY PSE&G AND 9 PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET WITH THE LATEST EDITION OF AWWA STANDARD C600. TION FROM ALL SANITARY APPURTENANCES. ® DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN Z/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST REVISION, EPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE o BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER UONTRACTOR SHALL ENSURE ALL CROSSING SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT T DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, S TO MAINTAIN ALL REQUIRED VERTICAL REQUIRED FOR EVERY 1000 LINBACTERIOLOGICAL EAR FEETOF WATER MAILIS N OR PORTION THEREOF. INSTALLED UNDERGROUND. Habitable Garage Area + Harvest ®i e a"'[L Unit N mbers Area (SF) (SF) Tota (SF)) �" ` 77-124 1,999 486 2,485 o l® e 1,3,8110,12,14, Cutch®clUe, New Mork 21,23,26,27, 1,599 363 1,962 Town of Southold 1,33,36,39,411,,45 5,47,49,50,52,54, Date Aped. 58, 59,68,72,76 No Revision ---- 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 2,5,6,9,11,13, `12 T01,VN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4n2/17 AVL 1,42,44,48,51,53, 10 REVISED PHASING PLAN PERTOWN- 4/6/17 AVL 7,60,62;64;66;70;--------~- ---._ __� _ ____-- -- �• _ �__ f__ - = ___ ____ __ 9 TOWN REVISIONSS_ 73,74,75 -- � - - - 8 SCDH REVISIONS 3/9/17 AVL 4 7 34 37 43 55 1599 1,979Designed'Sy , 65 67 69 71 380 1163 K.a '4 4v"tiv :','."`', Sf-s,i +w.2w fii: •..:i'C ( F^;�:N::`:i.�..a•.r moi:`,; / ! ! , / K: 1. 3 -`�2f sear,= ...i`s',. >".;'t.,.4 F:7-_`..::Z,S'3i.,t=:.'-'�`sti .+x•:;,, ' Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 N/A 6,188 N/A 6,188 SUR 1000®102®01-3 ®3 SCDHS App ova6 .'3&JFF0L9"NCU DEPAR T tVi T OF lq6M SERVICES p9uR dliT FOR APPROVAL OF CONS 199"aiOII►K1 FOR A 51W(CgLr;-�F 1,LV RESIDENCE MILV j ) /C!v- a 7 Dp,j�_q.. ._HER M.F.M0.A APPROVED� },�, � �� ���k Draviing Number FOR MAXIMUM OF Mn-DOME; EXP®I3ES THREE YEARS FRO%q DATE OF APPROVAL40 0 q�.� 0 k ~ 7t4 n I Sheet of t Project Number 29305.00 SCDHS Reference # CIO-06-0013 4 o CID\u� LIC;F�' �f ii Une(z) O�°[! InSPSCtPad Bev The S!U'ftk Couray D W. Of Healffismicza. Celli 852-5X754, Hours 9n Aedvan : TO SC�Ia ®ya(r). APPROVED IN ACCORDANCE WITH r3OARD OF p REVIEW DETERMINATION E)ATED lr—S- 17 } cli WM z z ~ ` 11��EC1 0 COVENANTS R£STIb�t6T sus UBER-.� "� a, Z lj o 0 PAGE ® � x J ® ° � � o ,C o �' a U - o —! W FFOR NEER' ('ERT1FICATIC� 1��'�-UIrzED. I,T? PE. OR R.A. CER: 'Ie�ICATiDN 4n (t96t•A)aed„fe�'as�I+ .4.jtts:, CONS-1nUCTION ~ OF M 0 o FOR MPIAL APPROVAL, 5;'f4e.'j- O � z '• Suffolk County Department of 1jealth Serdces Approval for Construction-Other Than Single r,amily Reference No. Uo—IM=92/-.3—Design Flaw ®O� PROJECT NO.: 00026 Uses) _�Z _� �_ �/ DRAWN BY: KCK 'hese plans have been reviewed for general conff'ormanc3 with►Bufl'olk CHECKED BY: TFL County Department of Health Services standards, relating to water supply and sewage disposal. Regardless of any omissions, DATE: inconsistencies or lack of detail, construction is required to bo in accordance with the attached permit conditions and applicable SCALE: AS NOTED standards,unless specifically waived by the Department.This approval FILE NO.: expires 3 years from the approval date,unless extended or renewed. CADD: 00026 SP P r /Z - SHEET NO.: Apprmval Date Reviewer Rovteed Mon Gppmoca"'4P 1 C"'.) F 5. S.C.D.H.S. APPROVAL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Heaiili Department-Ref.No:,' - 360 YAPHANIC AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny-90v APPLICATION TO UPI)ATE AN EXISTING PERMIT TO CONSTRUDWELLING DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. ;$ECTIOIv i,' FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: R10-17- District Section Block �t Tax Map No.: 1000 Rliiirr,'Developmen't LLa✓ Tel# (631 735=9200. , Name of:Current,Applicant• �- Mailing,Address:PO�Box.908,•Gutchogue,,"NY 11'935 Email Address:tearrlc a' 5@gmail.com Henrylia Tel#: 678-2667 Name of Current Agent: rY 3i h t C PO Box 908, uco ue, NY 11935 Mailing Address: 9 @ teamalia65mail.com Email Address: g *If more than 6 years old arid�SCD;�iS site insRections have not been DATE OF ORIGINAL APPROVAL:09/08/2017 rformed,a new a lication hlib�ie uired ' ,SECTr0 27 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSIO11 N' .a Name of Previous Applicant/Agent: Tel#: ( t - I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant/Agent: Date: `;SECTION 7--:1 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) - Architect/En ineer/Surve or: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me;for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: SECTION•4 FOR ALL RENEWALS AND TRANSFERS Application is hereby made to[ ]TRANSFER, RE W(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I herebycerti at have examined this complete application and the statements therein are true and correct,and that all work shall be done i or nce with all applicable Town,County,State and Federal Laws. "Any false statement made herein is-punishable as a misd e o urs t to 210.45 of New York State Penal Law:' Signature of Current Applicant/AgentDate 1 ��1 ` 20 Nll�Xz-65�� Print Name of Current Applicant/Agent V Title aenry AllAgent/Project Manager DEPART , E ONLY Perrnitis Transferee enewe Until r �— 8-- 23 Number of B'edrooms`Approved Signature,of,Department Representative -'-' Date WWM-104(Rev.02/12) NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION :- 39 0' O IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, DI° cli Z= PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 9 6' LU e- I�iO PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 6 1' 2 IU 2 3' - PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF .J Q U m AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE n Q'Z I U = n ALTER U ING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND Z U o LLIJ w THE NOTATION"ALTERED BY FOLLOWED BY HIS SIGNATUREAND THE DATE OF SUCH W Q 0_' to. 0 (— O O j 1 U ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION O U O Q'— of 2�Qit ` a 0_ O w Z d I j m COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED F'W = —1 Q < SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY DI° 108, 4.7 �0' o io N ��.j N I— 12 9' I m j J NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS M M IJ.I U OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED L)>-O u u I STONE BASE o O 17' _j_j 1 N DRIVE I O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE OD LL u, N W/8"PAVER 0_ 1 1 1 CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, OF in ti C7 I Q N BORDER I O LLJ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ' OTHER THAN VISIBLE PERMANENT STRUCTURES c"i 30.9' 157' a 1 �� N 53°05'40" E 37.12' z w l ` a� COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O 1 (�W -U W LU RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, U I a (Q`J W W I­ o ® O LU RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED :ZEJL) I I w W� DI E BOX IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUTTHE PRIOR WRITTEN Q PERMISSION OF THE SURVEYOR EGRESS WIN. 28 5' 20 5' b) D- WELL,TYP 1 ` w o to CjN , Q 1.0' STONEAE I DRIVE I O>-O 3 4' M M Q N W/B"PAV R I O CO nn 2ND STY.O/H i LL�I I p `^ 13"7~ 12' W Li(j L_ 12 6'� I W v J J �W 1 LU C) W N 90 CD o > N zZO Pct LLZ oj NOTES: 39.0' o THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE C6 C; 1 1 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE 11\ NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 6 1' >-M 2.3' W j PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION J c7 0D 1//ln1V//SII IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, o O 11 Z , �� PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Oj 17 LO p U j ,( Q / PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED O? pj 1 A,` (/ PROFESSION/LL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF _ VV�� r fi-/ AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE F-O 1- 0] Q ALTERING ENGINEER OR LANDSURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 4.7' IY IJ, THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ZLL = 12 9' C,v`, ( ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION, (/ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED 17 0 0 iV I SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY to N NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS pj Z w 30 9' - OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED 15.7' O O W I PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE N CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, N 5305'40" E 37.12' n SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS 28 5' 0 2051 RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, F_ c\i o U) RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED 'Q 1 0, IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 1�'/—^� PERMISSION OF THE SURVEYOR 34' �M N v! co - THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL ro O 11 W - MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER oi 12.6' w - \ PURPOSE 12' O Z c:) / To Q O H c n pL 0 Z Z0 M 4 7' b M 8.1' LL 0 v Tn t 15, N 43.9' 3.9' N 53°05'40" E 49.94' w Nco� 0 M M N (n _ 1t,1111111Udtl�t�/� S 81034'23" E = z 67.78' R o = n• DC7, �0.� v> =, I cam' • ANDo •5�•1 . t9 v O I co 01-08-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR - - - - 167..-g9' (ACTUAL) N UNITS 115-116 UNIT DESIGNATION MAP OF R=275.00 S52055'20,"WIf HARVEST POINTE CONDOMINIUM 2 FILE NO.: 490 FILED September 28,2020 L=77.85 W W SITUATED AT o I CUTCHOGUE S 40052'38" E N cA ;;to TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 0 (V 0 CI SOUTNOLD S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 0200,LOTS 59&60 27.03 rn CY) S52055'20"W �, F NELSON & POPE- 19.24' ENGINEERS & SURVEYORS 3 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 — - � PHONE(631)427-5665 FAX(631)427=5620 Z WWW.NELSONPOPE.COM LL Ww INDIVIDUALSURVEYS SCHOOL HOUSE DRAWN BY: JE CADD No.: 00026_1 SCALE: R j LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 1-19-21 PROJECT NO.: 00026 1"—30' s 'i I NOTES THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, DI° U I I Il! I Q I PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION U; IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, > PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY wWLU 10= PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED 0`1 I I U) PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF 3 Q 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 WJI_ THE NOTATION*ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH W O ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 39.0' 1" WATER I 3:_ DI o 1: � SERVICE W ����/�q pp COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED '- W .- w—w—N,— SUFFOLK Cr NV rnllzfti'ip Ry,nFlEW� EAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY LU f�I�n yapp L2I%LSlt�a'4Y�A v8L ` O PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS 6 1' <Z to 2 3 LL' 3 Q APPRM L OF CoNsT 5T2n � R RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED } o W r U I I I 1 CcaBp�����g 'F Y REQ LSSUUDE%� CR NDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED r- Ix0c7 ; �J n _(CJI ®UC 16 W S TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE h� .- (n Z 0) 0] w d��Q`�' V�� pp p,� y 7 LECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN ' Z-0 o) W n O] I �•ead Reg,No. '`� - fl l{.-�4 LAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED DI° ZZ N 4 T T j x I I W •�•� V / PICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS g<Z N ; ° sewap o "d I y ERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP _ ^; I 12.9' w I61� '� y Osr�-,rp,_„_, ONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR Q 27. I W I "9"e' "f'J Or_.e ry.�.t, t°.JO L- '� - URTHER DESIGN U �i—S —s 1.7' I I I z Z o o A `='J/�erawJ >M 1 4"SDR-35a.n o r I ry U 3 W F. �2®�/ i��� wJ�J �/ REPARED MAPPING DOES NOT DEPICT GROUND SURFACE.OR SUB SURFACE ?cv.. F-orni zo p Z O Q N I IL O I O + L "�JUtl" s.U�e CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, LU i co UOZ 15'7 O I Vr I C] w 3 ^ Q SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ni 30 9' LL OTHER THAN VISIBLE PERMANENT STRUCTURES @ / S DRAWING MAYBE REPRODUCED BY PHOTOCOPYING. I m c_ y9 �p.y��� y �a y Yp COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS IG J DI° G w ; ®p-Fp,po� ®"¢a"� tl 0 e� 9 ��Be u e RECORDING OR BRESERVED NO Y ANY THT OF IER MEANS,OR STORED,PROCESSED OR TRANSMIT Office / IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 20 5' PERMISSION OF THE SURVEYOR � 2851 m� b) N O ; ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT _ I^ a�04 I.� W j w SHOWN m �9 a 24' — U Z co I q 10, I U I I I W ALL SANITARY PIPING 4'AND 6'SDR-35,TYPICAL ?N ZN S— S 34' I LC `? fV / 4"SDR-35 n:rn O I n I I p iw F Sal F c-,6 2, W L— 12.6' I Z� CO OZ QLU N Q CO LLZ ^ w O �- goo m I I I O U) Z Q C W 4.7' o 8 1' Tp[L' v 1" WATER w � O F cV 1 5' ry SERVICE ; 00 0^ w wear DA x 43 9' co Fl Q b� MODUQLE � W wl� (0� ❑ ELECTRIC , PANEL JUL - P-1 ° I O ('c a DI X50213t_-2 flip !' SANITARY SYSTEM AS-BUILT TABLE F04-30-2021 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED FOR STRUCTURENAME TIE A TIE B SANITARYAS-BUILT UNITS 115-116 UNIT DESIGNATION MAP OF REVISED SANITARY L.P UNITS#115-116 HARVEST POINTE CONDOMINIUM 2 ST-1 36.5' 32.1' FILE NO.:490 FILED September 28,2020 ST-2 31.5' 37.5' SITUATED AT LP 48.5' 26.2 CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK S C.T M DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 059 000&060 000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S WL E L S O + P ® P E UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 115 R10-17-0169 1,999S.F. 486 S.F. 2,485S.F. engineers•architects•surveyors 116 R10-17-0170 1,999 S.F. 486 S.F. 2,485 S.F. 70 Maxess Road,Melville,NY 11747. 631.427.5665• nelsonpope com I DRAWN BY, NP CADD No.:INDIVIDUALS00026 S SCALE: I CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 05-04-21 PROJECT NO.: 00026 "'=30. APPROVED AS NOTEDELECTRICAL INSPECTION REQUIRED DATE: aO B.P.# -35370 FEE ,01BY: NOTIFY�BUILDING DEPARTMENT AT 765-1802. 8 A TO 4 PM FOR THE FOLLOWING INSPECTIONS: PLUMBER CERTIFICATION 1. FOUNDATION' - TWO REQUIRED ON LEAD CONTENT BEFORI FOR POURED CONCRETE CER TIFICATEOFOCCUPAN,_ 2. ROUGH --,FRAMING & PLUMBING 3. INSULATION SOLDER USED, IN WATER 4. FINAL --CONSTRUCTION MUST SUPPLYS�Y.STEA 4CANNOT BE COMPLETE FOR C.O. Ex�ED�iio OF i%LEAD. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ,-PLUMBING IgL_L"PLUMBING WASTE IrafATER LINES NEED COMPLY WITH ALL CODES OF ► C.I ,0RE COVERING NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS OF 'TI TRUSS PLACARDING REQUIRED SOUTHOLD TOWN PLANNING BOARD -36�thOtDiUWf�TRCJSTEES Blovmr door and ductwork testing required. OCCUPANCY OR USE IS UNLAWFUL Must provide Manuals I� D,J and S as per WITHOUT CERTlFICAT 3VXS Energy Code OF OCCUPANCY PROCEED WITH RAMING UNTIL SURVEY O .FOUNDATION LOCATION {ASSEEN APPROVED. All exterior lighting installed,replaced or DRAINAGE INSPECTIONS ARE REQUIRED ftPaired shall conform Contact TOS Engineering at 765-1560 before to Chapter Backfill,OR Provide Engineer's Certification the TD 172 that the drainage has been installed to Code. Wn Code PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: Section R316 Foam Plastic TABLE R405.1 � a) R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Properties of Soil Classified According to the Unified Soil Classification System Z 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic W feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a materials. UNIFIED SOIL VOLUME 2 �p 2020EXISTING BUILDING CODE OF NEW YORK STATE salt CLASSIFICATION CHANGE floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the 8316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to GRouP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL 2020 FIRE CODE OF NEW YORK STATE following circumstances: the job site shall bear the label of an approved agency showing the manufacturers name, the product listing, product identification SYMBOL CHARACTERISTICS POTENTIAL EXPANSION UO � and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, 6 AN I CAL C 0 D E 0 F NEW YORK STATE R Floor framing is constructed to truss-type open-web or perforated members. GooD Low Low 0 2020 MECH R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural 8316.4 Thermal barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from LITTLE OR NO FINES V a��i GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z � 2020 PLUMBING CODE 0 F NEW YORK STATE panels. the interior of a building by an approved thermal barrier of not less than �,� inch gypsum W011board. LITTLE OR NO FINES coop Low Low 0 ^ , TENANCE CODE OF NEW YORK STATE AND NEPA 70 8316.5.3 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, V/ L o � f6 2020 PROPERTY MAN R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be 1. Attic access is required by Section R807.1. LITTLE OR NO FINES GOOD Low Low 0 ,,�� ti SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■� U j , rn P / gyp / P q P y P P p coop Low Low 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- raided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural ane) membrane, or a uivalent on the 2. The s ace is entered onl for ur oses of re airs or maintenance. LITTLE OR NO FINES � � Q(Vo underside of the floor framing member. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES O MEDIUM Low ;� N> RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW Z � a).-Z _ 4. Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2 inch by 10 inch. R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM Low U o � M LO L amm 6 M SECTION 8101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: 0 Q Lu C eo SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW U _M GENERAL Section 8303 1. The thickness of the foam plastic shall be not more than 3v4 inch. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, _ L `- Light, Ventilation and Heating 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low ❑ M a,.o R101.2 The rovisions of the 2020 Residential Code of NYS for One and Two Family Dwellings shall apply to the construction, alteration, R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less GRouP 2 SLIGHT PLASTICITY V P movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. when tested in accordance with ASTM E 84 or UL 723. M two family dwellings and townhouses not more ;han three stories above grade plane in height with a separate means of egress cL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, ± Exceptions: GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM �i� and their accessory structures not more than three stories above grade plane in height. CLAYS ro Low v Wood-Based Products A ainst Deca a 1. The glazed areas need not be operable where the opening is not required by Section 8310 and awhole-house Section 8317 Protection of Wood and g y R202 Definitions: mechanical ventilation system is installed in accordance with Section M1507. R317 All sills and plates on exterior foundation wall to be pressure preservatively treated in accordance with AWPA U1. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the us Insulation: Insulatin material that is continuous across all structural members without thermal bridges other that 2. The lazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. Continuo 9 9 R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of the building ca able of roducin an avers a illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 P P g g ( ) 9 wrapped with aluminum flashing. envelope. inches above the floor level. R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use anchored to the floor above, or has been sufficiently braced to prevent damage by the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of of naturally durable wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative height of fill exceeds 4 feet. Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section 8405 Foundation Drainage Z the ultimate design wind speed (Vult) is 130 mph or greater. artificial light source located at the bottom landing of the stairway. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and 0 1.1 Alternative rovisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. 8301 P enc ase a � a e or usa a spaces ocated below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or limitations of this code cnd the limitations therein. Where engineered design is used in conjunction with these standards, the Section 8305 R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and other approved systems or materials shall be installed at or below the top of footing or below the bottom of the slab and F- design shall comply with the Building Code. Ceiling Height washers, and connectors in contact with preservative treated wood and fire retardant treated wood shall be in accordance with this shall discharge by gravity or mechanical means into an approved drainage system. U ual FCM . 2015 EDITION - m . Minimum ceilin hei hts of 6'-8" in bathrooms, toilet section. The coating weights for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel W 1. AWC Wood Frame Construction Man (W ) ( ) 8305.1 Minimum height. Minimum ceiling heights of 7' 0" in habitable Too s g g 8301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. shall be in accordance with the material requirements of ASTM F 1667. 8ngi er otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailed in Table 8405.1. The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible Section R406 Foundation Waterproofing and Dampproofing Z I framed s stem. En ineered desi n in accordance with the International 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 and laced in a osition that is visible from the street or road frontin the ro ert . Address identification characters shall 0 be compatible with the performance of the conventions y 9 9 of not less than 30 inches b 30 inches at the showerhead. P P g P P Y 8406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain U is ermitted for buildin s and structures, and parts thereof, included in the scope of this code. Y contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled earth and enclose interior spaces and floors below grade shall be dampproofed from the hi her of a the to of the W Building Code p 9 3. Beams, irders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within 9 ( ) P uildin s and ortions thereof shall be constructed in accordance with the wind provisions of this code using 9 out. Each character shall be not less than 4 inches in height with a stroke with of not less than 0.5 inch. Where required by 8301.2.1 Wind design criteria. B g p 6 feet 4 inches of the finished floor. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O ' ^ the ultimate design wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. LL u J ile R308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole 8301.2.1.2 Protection of openings: Vlindow glazing in windborne debris regions shall be protected to meet the requirements of the large miss hazardous locations for the ur oses of glazing. test of ASTM E1996 & A.STM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or p p or other sign or means shall be used to identify the structure. Address identification shall be maintained. 8406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of 0 m 9 � g P P � one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water Z R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable anel adjacent to a door shall be considered to be a seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of ANSI/DASMA 115. h n 7 16" and s an not more than 8'-0" shall be permitted for hazardous location where the bottom exposed edge of the glazing is less than 60 inches above the oar. / P Section 8321 Elevators and Platform Lifts soil as was removed during excavation. ❑ Exception: Wood structural panels with a thickness of not less t a . Panels shall h redriper and 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position opening protection. Panels shall be precut and attached to the framing surrounding the opening p R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall T secured with the attachment hardware provided. 2. Where the glazing is on a wall less than 180 degrees from the plane of the door in a closed position and within 24 comply with ASME A17.1/CSA B44. R408.1 Ventilation. Crawl space vents: Provide 1 s.f. of venting per 150 s.f, of floor area unless ground surface is covered by a W inches of the hinge side of an in-swinging door. Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. TABLE R301.2(1) R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above class one vapor retarder material. If this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps shall be considered to be Install vents within 3 feet of each corner of foundation. a hazardous location. Section 8322 Flood Resistant Construction 8408.4 Crawl space access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A FLOOD Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and SNOW SPEED Topographical Special Wind DESIGN FROST LINE DESIGN REOUIR AYMENT Freezing Annual Exceptions: installed 34"-38" above landin . R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utility grade lumber. E-' TERMITE DECAY HAZARDS LOAD m h Effects Wind bourne CATEGDf2Y WEATHERING DEPTH TEMP REQUIRED Index Temp 1. Glazing adjacent to walking surface and rail Is 9 structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. ( P ) 2. Glazing 36 inches or more measured horizontally from the walking surface. O Region Debris Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the 8502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed allow for i in or vents. rr, Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. P P 9 MODERATE SLIGHT TO 1U 8502.6 The ends of each oast, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less W 20 140 No (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes x 1500 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any 9 / 9 ONE EMERGENCY ESCAPE AND RESCUE OPENING PER SECTION R310. (Egress window & window well) unfinished flood-resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such than 3 inches of bearing on masonry or concrete or alternatively, the ends of joist shall be supported on a 1"x4" ribbon U) I. R310.1 Emer enc esca a and rescue opening required. Basement shall have not less than one operable emergency escape and enclosure is not built so as to render the building or structure in violation of this section. strip and shall be nailed to adjacent stud. R301.2.1.4 Ex osure cate o 9 Y P R502.7 Lateral restraint at su orts. Joists shall be su orted lateral) at ends b full de th solid blockin orb attachment to 0 P 9 rY• R 322.11.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air PP PP Y Y P 9 Y 1. Exposure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. g; P 9 pp P 9 y q P band or rim oist. m x osure. Minimum o enin area. Emer enc and esca a rescue openings shall have a net clear opening of not less than 5.7 square conditionin lumbin a liances and lumbin fixtures; duct s stems; and other service a ui ment shall be located at or above J size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another e p 8310.2.1 P 9 9 Y no less than 24 inches and the net clear width shall be not less than 20 the elevation required in Section R322.2 or R322.3. R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural ❑ 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be t lue-laminated members, cross-laminated timber members or I-oists are rohibited exce t where ermitted b the ^ O inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and 9 1 P P P Y Exposure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. mer enc esca a and rescue o enin , it shall have a sill hei ht of plumbing fixtures; duct systems; and other service equipment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. x osed to wind flowin over o en water for a distance of not less tan 5000 feet. R310.2.2 Window sill height. Where a window is provided as the e g y p P 9 g 3 2.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the cam onents and 8502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a 3. Exposure D. Flat, unobstructed areas e p 9 P not more than 44 inches above the floor; where the sill height is below grade, it shall be provided with a window well in R 2 P Y 9 P 9 9 P 9 9 PP 9 g P P P Y Exposure D extends downwind 600 feet from the unobstructed area. accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic loads and stresses, including the effects of buoyancy, during the occurrence of flooding to registered truss design professional where required by the statues of the jurisdiction in which the project is to be 8310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the �•/ width of not less than 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be elevation provided that they conform to the provisions of the electrical part of this code for wet locations. laterally unsupported bearing wall stud height Permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to fully opened. R 322.11.7 Protection of water su I and sanita sews e s stems. New and re lacement water su I s stems shall be desi ned to PP Y rY 9 Y P PP Y Y 9 Section 8506 Concrete Floors (On Ground) � exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design ith a vertical de th reater than 44 inches shall be a ui ed with a ermanentl affixed minimize or eliminate infiltration of flood waters into the system in accordance with the plumbing provisions of this code. h- ers where the limits of Cha ter 6 are exceeded. Where the sto height limits 8310.2.3.1 Ladder and steps. Window wells w p g q PP P Y 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. shall be provided for thE� wall or wall framing memb P �' indow in the full o en osition. Ladders or run s shall have an inside width of not less R 322.11.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q com liant ortions thereof to resist wind loads shall be in ladder or steps usable with thew y p p 9 R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed t-- of this section are exceeded, the design of the building, or the non p p with the Buildin Code. than 12 inches, shall project not less than 3 inches from the wall and shall be spaced not more than 18 inches on center coverings below the elevation required in Section 8322.2 or 8322.3 shall be flood damage-resistant materials that conform to the accordance g rovisions of FEMA TB-2. blast-furnace slag passing a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. � vertically for the full height of the window well. P e ) Drains e. Window wells shall be desi ned for pro er drainage by connecting to the building's foundation drainage system R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils Z y R302.2 Townhouses. Common walls separating townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, 8310.2.3.2 g 9 P classified as Group I according to the United Soil Classification System in accordance with Table R405.1. required by Section 8405.1 or by an approved alternative method. design flood elevation shall: W Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts sed sole) for arkin of vehicles buildin access or stora e. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches re from both sides and shall extend to and be Exception: A drainage system for window wells is not required where the foundation is on well-drained soil or sand-gravel 1. Be u y p g g g t e cavit of the common wall. The wall shall be rated for fire exposu 1, shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course Z) ti vents rn h y mixture soils in accordance with the United Soil Classification System, Group I soils, as detailed in Table 8405.1. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322 2.2. . tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in accordance with Section R311.6 Hallways: min. 36" clear width. 2.1 The total net area of non-egineered openings shall be not less than 1 square inch for each square foot of enclosed area exists. The vapor retarder is not required for Garages, utility buildings and other unheate accessory structures. U R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 0 r vided the common wall shall be not less than a 1-hour a not less than 36 inches in clear width at all oints above the permitted handrail height and below R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: Section or w Wood Wall Framing 1. Where a fire sprinkler• system in accordance with Section P2904 is p o 8311.7.1 Width. Stairways shall b P 8602.3 Design and construction. Components of exterior walls shall be fastened in accordance writh Tables 8602.3(1) through i -resistance-rated wall assembl tested in accordance with ASTM E 119 or UL 263. the required headroom height. The clear width of the stairway at and below the handrail height, including treads and landings, 1. There shall be not less than two openings on different sides of each enclosed area; if a building has more than one enclosed f re Y 8602.3 4 . Wall sheathin shall be fastened direct) to framin members and shall confirrm to the re uirements of Table 2. Where a fire sprinkler- system in accordance with Section P2904 is not provided, the common wall shall be not less than a shall be not less than 31 X inches where a handrail is installed on one side of 27 inches where handrails are provided on area below the design flood elevation, each area shall have openings. 9 Y 9 q 2-hour-resistance-rated wall assembly tested in accordance with ASTM E 119, UL 263, or section 703.3 of the Building Code. both sides. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the 8602.3(3). TABLE 8302.1(1) R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. finished exterior grade immediately under each opening. EXTERIOR WALLS R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 151 inches (12.58') between floor levels or landings. th Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet TABLE R602.3(1) FASTENING SCHEDULE MINIMUM MINIMUM FIRE R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements r this section. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 8311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. DISCRIPTION I G (a,b,c,d) YPE 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of FIRE-RESISTANCE RATED 1 HOUR 0 feet 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 1/ inches shall be provided on stairways with solid the lowest horizontal structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL WALLS NOT FIRE-RESISTANCE RATED 0 HOURS >_5 feet risers. bracing, is elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. Iii PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet R311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in 2• CEILING JOISTS TO TCS PLATE THREE 8D COMMON. TOE NAIL H- " o " 3. CEILING JOISTS NOT ARCHED TO RAFTER , ¢ ry ry ti Co co TABLE 8302.1(2) 8311.7.8.4 Continuity. Handrails for stairways shall be continuous for the full length of the flight with winders, at landings, or over coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. ( ) LAPS THREE 16D COMMON FACE NAIL o N M °o N EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS lowest tread. OVER PARTITIONS MINIMUM MINIMUM FIRE Exceptions: Section R325 Mezzanines 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. Habitable attics shall 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 comply with section R325.6 wALLs inches and the walkline radius is not greater than 24} inches. Each tread shall have a depth of not less than Q inches at 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 FT ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL NOT FIRE-RESISTANCE RATED o HouRs 3 feet 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. the walkline. All treads shall be identical, and the rise shall not be more than 9� inches. Headroom shall not be fess than 6 room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor TOE NAIL R302.2.3 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the feet 6 inches. area of the room in which the mezzanine is located. RAFTERS underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, R 311.8 Ramps. R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. 8. STUD TO STUD NO AT BWP TWO 16D COMMON. END NAIL ( ) 16D COMMON AT 24"O.C. FACE NAIL including wall extensions through and separating attached enclosed assessor structures. 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 R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 6 vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units inches in height, columns and posts, 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL z z z z z z R302.2.4 Parapets for townhouses. o 0 0 0 0 0 1. The ars et shall extend not less than 30 inches above the roof surfaces. horizontal (12.5 percent). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall Exceptions: 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG FACH EDGE FACE NAIL P P g p g have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL W W W W ui W " Exception: A parapet is not required in the preceding two cases where the roof coverin cam lied with a minimum Class C rutin as tested in accordance with ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved R 312.1 Guardrails: Porches, balconies, and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not floor area of the enclosed space is not greater than 10 percent of the mezzanine area. 12. TOP PLATES TO TOP PLATE 16D COMMON ® 16"0/C FACE NAIL 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 to allow passage of a sphere 4 inches or more in diameter. 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON FACE NAIL to board is installed direct) beneath the roof decking or sheathing, supported by not less than nominal 2 inch (51 mm) ledgers 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 in accordance with Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. ON EACH SIDE OF END JOINT (24'MIN LAP SPICIE N Y 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 the finished floor and greater than 72 inches above the finished grade or the other surface below on the exterior of the R401.4..1 In lieu of a complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, LENGTH EACH SIDE OF END JOINT) o any openings or penetrations in the roof are not within 4 feet of the common walls. building, the operable window shall comply with one of the following: clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings N 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the on soil that consists primarily of clay or silt or have any inorganic material or fill. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. 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 opening is in its largest opened position. deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. 2, Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. TABLE 8402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 15. BOTTOM PLATE TO JOIST OR BLOCKING AT BWP) 2-16D AT 16"O.C. FACE NAIL R302.2.6 Structural independence. Each individual townhouse shall be structurally independent. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL �- Exceptions: R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL Z 1. Foundations supporting exterior walls or common walls. control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear 5. Townhouses se arated b a common wall as provided in Section R302.2, Item 1 or 2 opening area of the window unit to less than the area required by Section R310.2.1. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL P Y ' t and constructed 11 c� 8302.3 Two-famil dwellin s. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in hergh y 9 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON ® 6"0/C TOE NAIL r not less than a 1-hour fire-resistance rating where tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the Section R313 Automatic Fire Sprinkler Systems with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER -1 0 all assemblies shall extend to and be ti ht a ainst the exterior wall, and wall stems. Townhouses havin a hei ht of three stories above rade lane shall be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored ( W w Building Code. Fire-resistance-rated floor/ceiling and w 9 9 8313.1 Townhouse automatic fire sprinkler sy tem. g g g P with Y inch diameter anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL > � v w assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler sys concrete and located in the middle third of the width of the late. A nut and washer shall be ti htened on each anchor bolt. W Exceptions: 8313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in There shall be a minimum of two bolts er late section and placated not more than 12" or less than 3.5" from the end of 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 LU 1.A fire-resistance rating of 1/i hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NFPA 13D. P P ROOF, AND WALL SHEATHING TO FRAMING each plate section. Plates shall be protected against decay and termites. 8D COMMON (ROOF) 12"o/c at interior Z v � in accordance with NFF'A 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above 8D COMMON (SUBFLOOR) supports (see note f) R302.3.1 Supporting construction.. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting grade shall be equipped throughout with an automatic sprinkler system. 0 v - w v n e ual or reater fire-resistance ratin . R313.2.1 Desi n and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE 8404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing W o construction of such a:>semblies shall ha e a q g 9 9 Minimum Horizontal Reinforcement for Concrete Basement Walls connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), W Z 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 P2904 or NFPA 13D. self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diarmeters of 0.142" or less. a MAXIMUM UNSUPPORTED d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ w device. Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of HEIGHT of BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT f. Intermediate su orts shall be s aced 6 inches on center for a minimum of 48 inch distance from rid es, eaves and able end J 8302.5.2 Duct Penetration. Ducks in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be dwelling units where the building is of Type V construction. Sidewall sprinklers that are used to protect such areas WALL (FEET) PP P 9 9 PT 6 constructed of a minin•wm No. 26 gage sheet steel or other approved material and shall not have openings into the garage. shall be permitted to be located such that their deflectors are within 1 inch to 6 inches below the structural <8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY walls and 4 inches on center to gable end wall framing. Fri = c" 8302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table 8302.6. Openings in garage walls shall comply members and a maximum distance of 14 inches below the deck of the exterior balconies and decks that are AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY V with Section R302.5. Attachment of sum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of open wood joist construction. I- � gyp ONE No. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 8602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support ca maximum of one floor plus ►= j_ shall not apply to garcge walls that are perpendicular to the adjacent dwelling unit wall. >8 AND ONE NO. 4 BAR NEAR THIRD POINTS IN THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum Z m TABLE R302.6 Garage walls: 5/8 inch type X gypsum board on garage side, 1/2 inch type X gypsum board on opposite wall side at habitable Section R314 Smoke Alarms of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance witth accepted engineering practice or � areas. Garage ceiling: 'S/8 type X gypsum board where the ultimate design wind speed is less than or equal to 130 mph, 2X6 #2 grade studs supporting a roof load with Z 8314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 0 0 .9 Flame S read & Smoky; Densit Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than R314.1.1 Listin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall TABLE 8404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls not more than 6 feet er tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on C) o o � R3 2 p Y 9 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM be listed in accordance with UL 2034. center and 20 feet where spaced at 12 inches on center. � MINIMUM VERTICAL REINFORCEMENT BAR 8602.3.2 Top plate. Wood-,stud walls shall be capped With a double top plate installed to provide overlapping at corners and LLl E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 0 8302.11 Fire blocking shall be i>rovided in wood-framed construction in the following locations: to s as 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the U_ 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered s d , 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH width of the studs. G1STE (FEET) (FEET) Do not backfill with any soil containing silt or clay. h- `� FQ follows: 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that 8602.6 Drillin and notchin of dimensional lumber to conform to sections 8602.6, 8602.6.1, ands fi ure 8602.6 1 . Notchin & Q RO 9 WALL THICKNESS (INCHES) 9 9 9 ( ) 9 ER 1.1 Vertically at the ceiling and floor levels. - contains a bathtub or shower. 2 T 1.2 Horizontally at intervals not exceeding 10 feet. 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 8 10 12 bored hole limitations for exterior walls and bearing walls, figure 8602.6(2) Notching and bored hole limitations for interior v C� p 2. At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, lacement of a smoke alarm in a location required by Section R314.3. B 7 NR NR NR non bearin walls & fi ure plate a e late framin to accommodate i it 16 s e .and 1.5 inch wide metal tie '"t 1`�, ti In concealed s ace:) between stair strin ers at the top and bottom of the run. Enclosed spaces under stairs shall comply with P 9 g P P g P P 9 g g / fastened across and to the plate at each side of the notch with 8-10d nails each side. Follow manufacturers '��.x � '{ 1 3• P g 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed 9 8 5 ® 41 NR NR �,., 4- W rn m Section 8302.7. specifications for engineered products. (figure 8602.6.1) - •� z 4. At o enings around vents, pipes, ducts, cables and wires at ceiling and floor level, with on approved material to resist the free cooking appliance. 10 s s ® 41 5 ® 22 NR ° m n �. F c y P 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally passage of flame and products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. from a permanently installed cooking appliance. NR denotes no reinforcing required. 5. For the fire blocking of chimneys and fireplaces, see Section 81003.19. 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed Locate vertical bars 1Ya clear from inside face of walls. The center of bars shall not vary from this by more than � inch. X10 cooking appliance. 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. \ �_O� R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the in R 31da Interconnection. Where more than one smoke alarm n required to be installed within an individual dwelling unit followin materials. in accordance with Section 8314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm 2 0 1 6 0 2 3 9 will activate all of the alarms in the individual dwelling unit. T T 2 Two-inch nominal lumber. v NITS 115 M DEL A 2. Two thicknesses of 1" nominal lumber with broken lap joints. Section 8315 Carbon Monoxide Alarms W U SHEET NUMBER Q 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. R315.1 General. Carbon monoxide alarms shall be provided in accordance with section 915 of the Fire Code of NYS. 2 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 116 MODEL A l 6. One quarter inch cement based millboard. Z 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely 0 W retained in place. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED TABLE R602.3(3) TRUSS IDENTIFICATION SIGN "_ 4) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the W ULTIMATE DESIGN P P 9 P P P P TYPE CONSTRUCTION, PRE-ENGINEERED WOOD 2 E MINIMUM NAIL the perimeter of slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation wall by one of the following methods: PANEL NAIL WIND SPEED V ult CONSTRUCTION AND OR TIMBER CONSTRUCTION ai SPACING (mph) of the insulation's thermal performance. The protective covering shall cover the exposed exterior insulation and extend not less 1. A waterproof sealant applied at the joint between the wall and the pipe. MINIMUM MINIMUM MAXIMUM WALL than 6 inches (153 mm) below grade. 2. A flashing of an approved elastomeric material. 0 WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED - 6" DIA' 0 '�"� (� 2 TION STRUCTURAL THICKNESS INCHES WIND EXPOSURE N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or other approved party and posted on 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 r , SIZE PENETRA (INCHES) from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) #187 �„/ (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utility room or an approved location inside the building. 9 Z � 2 RATING (INCHES O.C.) (INCHES O.C.) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. O B c D TABLE N1102.1.2 (R402.1.2) \ / N o rn m Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. V � .�� 1 �_ M 1.75 24/16 7/16 16 6 12 170 140 135 IRI COMMON E4MEXCEPT FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL 3. Other approved materials. n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE Aplastic pan installed beneath agas-fired water heater shall be constructed of material having a flame spread index of 25 or REFLECTIVE o r- R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. MITE O.2 Z sheathing and fasteners designed to resist combined uplift and shear R-VALUE R m•5 -U) (including stories below top story) shall have the wall sh g g p CJ co forces in accordance with accepted engineering practice. 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 Section T101 Scope 1/4" 0 > X U) C171) R802.11 Rafter or truss uplift force. T101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2" 0 C) co LU v For rafters at 16"o/c in 13Cimph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the TRUSS IDENTIFICATION SIGN STROKE Span ft 12 18 24 28 32 36 /1 Exposure roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required R-value for such Section T102 General Definitions COMPLIANCE WITH 19 NYCRR 1264 ❑ M � S p n ( ) 182 203 226 247 281 314 roof/ceiling assemblies shall be R-30. The Insulation shall extend over the top of the wall plate to the outer edge of plate Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a SIGNS IDENTIFYING THE KE WIDTH OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE HI IN � Cl) Uplift Force # 117 149 solar DIAMETER,WITH A STROKE N1DTH OF 1/2°.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 ms) or R702.3.5.1 Screw fastening.x1. Screws for attaching sum board and sum ane) products to wood framing shall 0 Type W or Type S in 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR. THE STEM AND CONTENTS SHALL BE REFlEC11VE RED IN COLOR,CONFORMING TO PANTONE 9 9YP 9YP P P 9 YP YP LATCHING SYSTEM(PMS)X187. P4 a 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 spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section T103 Solar-Ready Zone THE THESOR SECTION 1 S SIGN OR SYMBOL SIGN OSYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED R702.4 Ceramic Tile. S Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration T103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR 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 requirements of Table R1102.1.2 based on the applicable climate zone specified in Chapter 3. T103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 m2) exclusive of SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY materials listed in Table R702.4.2, and installed in accordance with the manufacturer's recommendations. N1102.2.8 (R402.2.8) Floors. Floor framing-cavity insulation shall be installed to maintain permanent contact with the underside of the mandatory access or set back areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) PROVIDING ELECTRICAL SERNCE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL TABLE R702.4.2 subfloor decking. three stories or less in height above grade plane and with a total floor area less than or equal to 2,000 square feet (185.8 m2) TO BE AFFIXED TO THE ELECTRICAL BOX,THE 9GN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR Backer Board Materials N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall per dwelling shall have a solar-ready zone area of not less than 150 square feet (13.94m2). The solar-ready zone shall be WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE Z MATT=RIAL STANDARD down to 10 feet ent w mm) below grade or to the basement floor, whichever is less. Walls associated with unconditioned composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE 0 OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. 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. back areas as required by the International Fire Code. FIBER REINFORCED GYPSUM PANELS ASTM C 1278 N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. T103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted WOOD ROOF TRUSS SPECIFICATIONS: 0 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY CL using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested equipment. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE NONASBESTOS FIBER MAT REINFORCEDgg ' CEMENTITIOUS BACKER UNITS ASTM C 1325 and listed for the fireplace. T103.7 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the BUILDING CODE. � TABLE R703.8.1 construction documents. NQIL5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS (1)TABLE N1102.4.1.1 (R402.4.1.1) T103.9 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole . Z Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation circuit breaker for future solar electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES positioned at the opposite (load) end from the input feeder location or main circuit location. D (EQUATION 16-8) 0 a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. L3x3x1/4 6'-0' 4'-6' 3'-0" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. D + L (EQUATION 16-9) 0 BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. D + S (EQUATION 16-10) IL Ln L4x3x1/4 8'-0" 5'-0" 4'-6" GAPS IN THE AIR BARRIER SEALED. At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) 1_50.5x5/1_50.5x5/165 .5x5/16 1c'-0" 8'-0" s'-o" CEILING/ ATTIC THE AIR BARRIER ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 m least one receptacle outlet is required for each cars ace in a garage. Z (C�j \./ J L6x3.5x1/4 14'-o" 9'-6" 7'-o" ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL P q P 9 9 D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE e. Lon le of the angle shall be laced in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. CATEGORY B. r 9 9 9 P P THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. w C. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply I 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 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ASCE7-10 TCDL = 15 PSF, BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ALLOWABLE ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBER DEFLECTION R703.12.2 Flashing at foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 20PSF FROM FIGURE R301.2(6) 9 GARAGE AND CANTILEVERED MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 9 ( ) ( (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 X g 99 plastic with t minimum vertical attachment flange cf 3 /l Inches rd mm shall be installed to extend a minimum of 1 inch 25 FLOORS) 3:12 with no finished ceiling attached TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN O mm) below the foundation plate line on exterior stud walls in accordance with Section R703.4. PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) EN R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: pp y 9 P Y P PP 9 SPACE SHALL BE SEALED. construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A FLOORS: 40 PSF 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. � P T 1 wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 2. LOCATION OF ALL JOINTS. LLL w lag screws to every wood stud spacing. Each additional wood roof member shall be anchored by the use of two 10d nails at RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF 3. REQUIRED BEARING WIDTHS. every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel shall be 12 THE DRYWALL, AIRTIGHT AND IC RATED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF FI001S and Ceilings W/ brittle finish L/360 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.2. TOP CHORD DEAD LOAD. r l R703.8.4 Anchorage: Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in EXTERIOR WALL FROM THE SHOWERS AND TUBS. 4.3. BOTTOM CHORD LIVE LOAD. Co V Exterior walls With plaster or stucco finish L/180 4.4. BOTTOM CHORD DEAD LOAD. mortar or grout and extending into the veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED ULTIMATE D=SIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ 44 O outside face. minimum tie si;:e= 22 US gage. Minimum tie fastener = 8d common nail. Airspace= Nominal 1" between sheathing & ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior Walls with brittle finishes L/180 4.6. CONTROLLING WIND LOADS. veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be spaced not more than 32" on center SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. > �r horizontal) and 24 inches on center vertically. from seismic provisions of code per Exterior Walls with flexible finishes L/180 6. EACH REACTION FORCE AND DIRECTION. y Y N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage P p 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR P4 R703.8.5 Flashingshall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as havingan air leakage rate R301.2.2) 9 Lintels supporting masonry veneer L/600 �J EXCEPT WHERE SYMMETRICALLY r other points of support., including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with 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 PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. v section R703.8. recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R401.4.1 Ircludes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. (A R703.8.6 Weepholes shall be provided 'in the outside wythe off masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple GM, and GC. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. H not be less than 3/16 inch in diameter. Wee holes shall be located immediately above the flashing. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. < / P single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES B THE TRUSS MEMBERS. and walls closer than 10 feet (3048 mm) to a building on another lot. of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ~ Section N1103 (R403) � U Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS: Z R801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of N 1103.1 R403.1 Controls Mandato At least one thermostat shall be provided for each separate heating and cooling system. A B B R EV I AT I 0 N S TrHE BUILDING CODE.OOD FLOOR ES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605,3 OF Z water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation ( ) (Mandatory). P P 9 9 y W walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. Z) ANCHOR BOLT D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RNG RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: R802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at A.F.F. ABOVE FINISH FLOOR 0 different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain DAL DETAIL LT. LIGHT R.O. ROUGH OPENING p (EQUATION 16-8) 0 R802.4.2 Framing details. Rafters shcll be framed not more than 1 1/Z inches (38 mm) offset from each other to ridge board or directly y P y P y P y A.F. ADJACENT(ADJUSTABLE LVR. LOUVER R RISER D + L (EQUATION 16-9) 0 zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall initially be programmed by the manufacturer A.F.T. ABOVE FINISH TREAD �' EACH E.J. EXPANSION JOINT L.T. LAUNDRY TUB RND ROUND opposite from each other wilh a collar tie. 802.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower than 787 (26'C). ALUM. ALUMINUM ELEC. ELECTRICAL D = DEAD LOAD, L = LIVE LOAD, 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 inch ANCH. ANCHOR MAS. MASONRY S.C. SAWCUT thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at N1103.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe ANGLE ELEV. ELEVATION MAT. MATERIAL SCHEM. SCHEMATIC (51 mm) nominalP FLOOR TRUSSES SHALL = DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof heating systems shall have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. EQ. EQUAL MAX. MAXIMUM SHLF SHELF TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF ARCH. ARCHITECTURAL itch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (R403.3) Ducts. Ducts and air handlers shall be installed in accordance with Sections N1103.3.1 through N1103.3.8. ® AT EQUIP EQUIPMENT MDO MEDIUM DENSITY OVERLAY SHT. SHEET P EXP. EXPANSION SIMILAR F 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L 360 OR .75". joists, such as ridge beams, hips and valleys, shall be designed as beams. 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 MIN. MECHANICAL SIM. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION 0 L/ E / g ( ) Supply BD. BOARD EXT. EXTERIOR STAINLESS STEEL Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder (76.2 mm in diameter and renter and R-6 where less than 3 inches 76.2 mm in diameter. Su I and return ducts in other EE. EACH END MIN. MINIMUM STL. STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN designed in accordance with accepted engineering practices. 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 BLDG. BUILDING M.O. MASONRY OPENING DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated where less than 3 inches (76.2 mm) in diameter. BM BEAM SUSP. STRUCTURAL MTL. METAL SUSPENSION 1. DEPTH, SPAN, AND SPACING. members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE SUSP. 2. LOCATION OF ALL JOINTS. SGD SLIDING GLASS DOOR � � � � � recommendations or where the effects of such alterations are specifically considered. N1103.3.2 R403.3.2 SealingMandato Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section BLKG. BLOCKING F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIDTHS. Iii _ _ R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be ( ) ( ry)' SQUARE M1601.4.1. BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SQ' 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. 00 supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across Exceptions: BRK BRICK FPR. FLOOR TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. ¢ ry N N ­ N eli 00 N BSMT BASEMENT FP FIREPLACE T & G TONGUE AND GROVE 4.3. BOTTOM CHORD LIVE LOAD. the rafter or ceiling joists at intervals not exceeding 8 feet. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. CTER LINE .C. ON CENTER TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD 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. L CENF.R.FRFIRE RATED TGS 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.U. CONCRETE MASONRY UNIT FIRM FRAME OPER. OPERATOR TFYV TOP OF FOUNDATION WALL 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. Connect with tecos for header joist spans of 6'-0" and greater. not be required for continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and C.J. CONTROL JOINT OPNG. OPENING TYPICAL 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, blocking, bridging, and insulation shall not block the free button-lock types. FT FOOT / FEET TYP flow of air. Not less than a 1 inch space shall be provided between the insulation and the roof sheathing and at the location of COL. COLUMN FTG FOOTING OPT. OPTIONAL T TREAD 6. EACH REACTION FORCE AND DIRECTION. N1103.3.3 R403.3.3 Duct testing Mandato Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR the vent. ( ) 9 ( ry)' P 9 TR TOWEL ROD EXCEPT WHERE SYMMETRICALLY N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) COND. CONDITION GA. GAUGE OZ. OUNCE TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES, or below 557 (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). CONT. CONTINUOUS GALV. GALVANIZED 1/R ONE ROD 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access G•C• GENERAL CONTRACTOR UNLESS NOTED OTHERWISE have a Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance CONST. CONSTRUCTION 1/S ONE SHELF U.N.O. 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that ha with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK GEN. GENERAL vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall methodologies. PP 9 9 PC POURED CONCRETE 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. C.O. CASED OPENING GYP. GYPSUM VERTICAL 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. O O O O O O be measured from the top of the ceiling framing members to the underside of the roof framing members. PBD. PARTICLE BOARD VERT. N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER G.L.G L GLUE LAM VERIFY IN FIELD 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. V.I.F. � � � � � � C.T. CERAMIC TILE HGT. HEIGHT PLATE W WASHER > > > > > > ' The rough-framed h-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall in located in a International Mechanical Code as amended), the 2015 International Residential Code (as amended), or the New York City PNL. PANEL * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING � � W M W � 9 ( CLG. CEILING HDWR. HARDWARE W/ WITH hallway or other readily accessible location. Where located in a wall, the opening shall , not less than 22 inches wide by 30 Construction Codes as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have PWD. PLYWOOD ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL Y y the access is located in a ceiling, unobstructed head-room in the PP PP C.M. CROWN MOULD HD.W HARD ONTAL,HORIZONTALLY yyp• WOOD DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING 0 inches high (559 mm wide by 762 mm high). We p 9 automatic or gravity dampers that close when the ventilation system is not operating. C.R. CHAIR RAIL HR.WD. HARDWOOD PF. PREFABRICATED WWF WELDED WIRE FABRIC MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR WO OR W/0 WALKOUT FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS o Section N1104 (R404) Electrical Power and Lighting Systems D DRYER HDR. HEADER PROJ. PROJECT / PROJECTED WNDW WINDOW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. 20 ( ) equipment (Mandatory). P permanently y PENNY PSI POUNDS PER SQ. IN. N Section R902 Fre Classification N1104.1 R404.1 Lightingand a ui ment Mandato Not less than 90 percent of the ermanentl installed lightingfixtures shall contain only HB HOSE BIB DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. TYPICAL ROOF & FLOOR TRUSS NOTES: .- Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. R 902.1 Roofing covering materials. DIA. DIAMETER INGR. IN GROUND P.T. PRESSURE TREATED roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 DIR. DIRECTION INSUL. INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF CA 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 DN DOWN 790 or STM E 108. M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and DR. DOOR INT. INTERIOR REQ'D REQUIRED METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY � UL REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Rooftop mounted photovoltaic panel system installed on or above the roof covering replacement without removing permanent construction, other appliances, or any other piping or ducts not connected to the DW DISH WASHER I.S. INSIDE CORNER RMS. ROOMS * Z R 902.4 Rooftop mounted photovoltaic panel system. p p P Y TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID W d listed and identified with a fire classification in accordance with UL 2703. Class A, B or C photovoltaic panel appliance being inspected, serviced, repaired or replaced. A level working space not less than 30 inches deep and 30 inches wide DWG. DRAWING JT. JOINT REINF. REIN FORCING,REINFORCED FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 0 shall be tested, system shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 (762 mm by 762 mm) shall be provided in front of the control side to service an appliance. KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS n- 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 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR S HALL ENSURE THAT ADEQUATE BRACING HAS BEEN O C m Exposed wall flashing required to have akick-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 DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS LU R 903.2.1 Expo g q THE SBCA BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE � F� wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. R 905.1.2 An ice barrier/ water shield shall be installed per manufacturers specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. W w w front of fascia, min 4" typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at than 18 inches (457 mm) above the floor in garages. * TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OFA 0 H..� 0 degrees Fahrenheit or higher. Ice protection requirements per table R301.2(1). Install ice & water 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 �/M BOLS REGISTERED DESIGN PROFESSIONAL. z v temperatures of 40 deg g p q GRAPHIC S I shield at all eaves, gable ends, hips & valleys. On roofs slopes less than 4:12, entire roof to receive ice & water every 45 degree bend and 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS (� shield. shall comply with code section M1502 listed and labeled in accordance with UL2158A. Exhaust duct size shall comply with code BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. W w R 905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof section M1506. � STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: W9 z P D slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double DET DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. a slope a ment application on rt required in accordance with Section o fou .1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping SHT _ All applicable state & local codes, ordinances and regulations if any. ❑ � U Y PP C-11 curd to perform strict alt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 t� inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be FLOOR FINISH CHANGE In areas where the drawings do not address methodology, the contractor shall be b p Ill R 905.2.5 Fasteners. Fasteners for asph g q `` e 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 attached, the pipe shall be protected by shield plates that cover the width of the pipe and the framing member and that extend compliance with manufacturer's specifications and / or recommendations. w � gag ( )� / not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing member and extend not # DOOR � HARDWARE TYPE - General contractors and subcontractors to review these construction documents upon receipt from architect I_ � less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing 0 and report any and all discrepancies including any dimensional conflicts, immediately to architect for 0 m 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 member. DET _ _ _ DET BUILDING SECTION Z Cd inches 102 mm in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof corrective measures prior to construction. Z ( ) 9 G2426.7.1 502.7.1 Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches SHT SHT - DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on ( ) g PP verticals o the flashing shall l continuous under the siding. Where anchored masonry veneer is (305 mm) horizontally of the vent terminal. Door stops or closures shall not be installed to obtain this clearance. < # >_ PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. 0 o N the vertical side wall, the g 9 �/ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally provided in accordance with Section R703.7.2.2. from or 1 foot above any door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be contractor, a discrepancy exists, the contractor shall promptly report it to the architect for proper 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 located not less than 12 inches above finished ground level. adjustment before proceeding with the work. 1 4 mm below the roof sheathing 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 - OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their ! ST RFS overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 Inch (6. ) 9 and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof from any air opening into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BTU per construction shall be of the same character as for similar conditions that are shown or noted elsewhere on ��N RO FRT �9,p deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed hour shall be installed with a 9 inch vent termination clearance. the construction document set. ',,� 0, over the drip edge along eaves and under the drip edge along rake edges. 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 - All work is to be performed in a professional manner and in accordance with best practice and consistent �y r=•• c� �: i R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 from any air opening into the building. - with manufacturer's and supplier's recommended installation procedures. O r"�.- � m The architect has not been retained to perform framing inspections and / or field inspection. The architect . `�" ..� and 4 of this code. Section G2439 (614) Clothes Dryer Exhaust I 'r� y 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 than 3 feet above the highest point where the chimney passes through the roof. G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing ;,� with respect to the construction documents. ��D shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the d1 , PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER O Section R11004 Factory-Built Fireplaces building. ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE F es shall be listed and labeled) and shall be installed in accordance with the conditions of the listing. Factory G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 R 1004.1 Factory built fireplaces A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING built fireplaces shall be tested in accordance with UL 127. for use in dryer exhaust duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the JOB R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace manufacturer's instructions. UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. system has been specifically tested, listed and labeled for such use in accordance with UL 127. 201602 3 1006.1 Factory built or masonry fireplaces shall be equipped with on exterior air supply to ensure proper fuel combustion unless the room Section P2es Waterproofing of Openings ^ �Tis mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where n pipe penetrates a roof, n flashing of lead, copper, galvanized steel or an approved elastomeric UNITS l15 (MODEL 1/�-�,► & W material shall be installed in manner that prevents water entry into the building. counterflashing into the opening of pipe serving � SHEET NUMBER Q Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal 1101.10.1.1 R303.1.1.1 Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. N ( ) a cellulose) shall be written in inches (mm) ix markers that are installed at least one for every nim square feet (28 m2) throughout 1 1 6 (MODEL Al ) Z r"__1," 2 the attic space. The markers shall be affixed to, the trusses or joists and marked with the minimum initial installed thickness with 0 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam W W thickness and installed R-value shall be listed on certification provided by the insulation installer. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALI6NED WITH RAFTER, CO Cf CONNECT KING 5TUD5 TO TOP PLATE ~ WRAP 1-1/4"X22 6A.6ALV.COIL STRAP Z 10X7.1"MN. ROOF FRAMING c ' ATrAat To Fitt PAIR OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb ^ E ri-10 X 1k"MR 0=X'O%0 RAFTERS CRIPPLE 5TUD5 = � 0 ATTAG#t TO WH PAIR ACO LEDGER W/2-3/8"x5" L.A& DBL TOP PLATE 16"O.G. V ai OF OPPO5110 RAFTERS R06F RAFTER, BI6"BOLTS a O:. INTO STUDS Y ROP RAFTER' 6M PLAN SEE PLAN 51MP50N STRONG-TIE 2X BLOGKING ❑ ` � 16 A35 0 EVERY RR AT 2 END BAYS 2x4 5TUD WALL OR z ^�^ ,, v CEILING J015T OR WSTRON6BAA ( C) W o SIP"STRONG 5hP50N 5TR" - - -TE 115TE lid SIMPSDN STRONG-TIE TRU55 BOTTOM CHORD 5IMP50N H2 CONNECTOR®EA. '� II. U •�� ,� � SIMP50H STRONG-TIE H2 8D MAI L5 REf STRAPS ovLL w-ATTACH®TO EACH PAIR OF OPPOSN6 RAFTERS. ALTERNATE TO RIDGE STRAP: H3 to EVERY RR RAFTER TO STUD AND KIN65 TVP. VaPTION:RM STRAPS ARF NOr REQURED MtN COLLAR TE5 GF ■ +r N 2 8d NAILS TVP. PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) `'� ❑ U �p S FOR USE HIEN STUDr AND U"iE IN GOMBINATION ONLY V�-IEN 5n AND AmM ! Dc OR A LLMC ARE L H PAP,O Tlf ERS /4-C7 TAE UPPER THIRD OF THE Arnc SPADE . I i ?� .� ATTIC SPADE APD ATTACNi®TO'AGI I PAP,Gf RAFTERS W/4 HOd MALS YU 4-10d AT EACH RAFTER) EACH STRAP AT `RAFTERS AL16N YLAFTER5 DO NOT AL16N EACH STUD,SEE C z - DETAIL 4 � APER O L atn� M L5026 FOR 2x6 RR L5U28 FOR 2x8,2x10,OR 2x12 U < W rt FRAMED OPENING ❑ = ti 03 OR WINDOW OR v R 1 DC E STRAP DETAIL / �R I DI E STRAP DETAIL 2x4 OR 2x' E=6RR 0 MSIMP50N STRONG-TIE 5L.U28® EVERY GJ ® I6"O.G.(FOR CATH.GL65 WITHOUT DOLLAR TIES) / (WITH OR WITHOUT COLLAR TIES) NLIFT = 2x ACO LEDGER l^l 3/8"x5" LAG GONNEGTOR5 REOV a 2 / LOCATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS " IN THI5 AREA r�r+ N.TS. LOCATE AT EVERY'RAFTER N.TS. �� / STRAPPING TO BE I-I/4 X 22 6A. 51�5GN STRONG %4,s N STRONG 6ALY.,SEE DETAIL 4/DI.ALL STRAPF'IN6 1E LTS TE Ito / /�� R I ,I/� TO BEAR A MIN.OF 10"ON FRAMING. %R5a4 STRONG $D NAL s TYP.3 IOD MAY DE IYH> r APPLED / PlJ I`G R00 6ALLE END YY/-tLL Bo PU ILSOR HM T ovt R I/�'Sr mlt� I5 u�. // STR PI-I NO DETAIL z DETAIL AT ATTIC FOR USE WHEN STUDS AND USE IN COMBINATION ONLY H-EN STUDS AND 10 N.TS. II 'RAFTERS AL16N `F'AFTBRS DO NOT AL16N N'TS' 5TRAPPIN6 TO RUN ONTO RIM J015T,5� F- DETAIL W(ONE STORY)OR ONTO 5TUD AT WALL BELOW(TM 5TORY) � e I ROOD RAFTER HURRIGA NE TIES z NTS. LOCATED AT EVERY ROOF RAFTER \ •` O ATT I G e STRAPP I NO DETAIL 0 " 1 POS ,, 12 FOR FRAME GONNEGTI ONS o Ln USE'CGCG-A AT EM5 DI N.T.S. o �- M5TG4W z 2ND FLOOR �-W K(2)1x " 4-I6d FACE NAILS FROM STRAP OR 4x PROVIDE 3 X%"X3"WA5HER PLATE AT ALL ANCHOR BOLT5 KING STUD INTO HEADER5IMP ❑ SECURED BY WOOD SILL PLATE5. r...� GOLUMN POST TOP ANGHOR START NALS THREADEDDRO�/ ANCHOR 5 MAY BE USED IN LIEU OF w EM U20TH / N.TS. LOCATE AT EVERY COLUMN/6tROER CONNECTION ENP STAID PROVIDE 3"X6'X.C96'6ALY.STEEL PLATE t^U E. r MIN S 15-80 NAILS AT CORNERS AND INTER5EGTIN6 -� 4 NALS MR IN �- -�/ WALL5. 3'XI2'X.036'CAW.STEEL PLATE NV 51MP50N L5TAI2 STRAP W/ () 12-8D NAILS AT AT BUTT JOINTS IN STRA16K F-i r p„LEN6m(TVP•) i 1 T -f- - NA '` KaLL5 WHERE THERE SINGLE PLATE OR HEADER 5-100 NAILS EACH END AT 000 GLEAK SPAN REL(U 2X6 KING STUDS NAA): EACH JACK 5TLV tENlbm � 24'MINIMUM LAP SPLICE ONE AT SPANS UP TO b FEET 10 air TWO FOR 5PAN5 b TO 12 FEET q /$• 5/8"� A307 ROD THREADED b'BOTH END5. THREE FOR SPANS 12 TO 16 FEET 2X6 JACK STUDS N.O N�: PRATE MR EM FRE SEM uU9 3/4'AND I"ROD AT 51MP50N STEEL STRONG WALL,5EE PLANS 12-160 MIN.NAILS ONE AT 5PAN5(b r T , BOTTOM AT ALL SPLICES TWO AT 5PAN5 FROM V TO 12' I- w DI5TMICE CP 7/$" EM LEN6m IST FLOOR SIMPSON POST BASE NAILS 3 " THREE AT 5PAN5>12' r MN iv UNLESS NOTED OTHERWISE ON PLAN (4)MALS MMM I AE3U44 OR ABl1b6,SEE PLAN 2 X/e X3 WASHER PL W/NUT EACH 510E ❑_ GS-22 COIL STRAP UPPER STORY SHEAR �`"'gym�''') 1 - - - WALL TO GIRDER ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR WALL ❑ W Q FLOOR TO 1=.LOC?R TIE=S I BELOW GONNEGTION In•mFboKmgNCHORBOLT!^V7' FOR 5ET BAGK WALLS HDU HOLD-DOWN5 AND 5TRON6 WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION N.T.S. LOCATED AT EVERY STUD I \\ FOUNDATION NTS. I4 MINIMUM EMBEDMENT OR EXPANSION 13 �j I6 r ' NOTE I \ BOLT W/Y MINIMUM EMBEDMENT NTS. (" NTS. N.T.S. v OOL STRAPS LPDER 9EATFIINO PIWM bd GO401(0.191 x 25 LONG)wt-6 \ COL 5TRAP5 04R 61UTHINb FROVDE:IOd 6M"(0191 x 9"LM)W 5. I \ \\ COLUMN POST BOTTOM ,4NGHOR Q i 6 ALLOWABLE HOLES - \ N.T.S• LOCATE AT EVi=RY COLUMN/6tRDgR GONNEGTION RW RNM K&TV W NAIL®b'0/G AT ALL PANEL ED6E5 x To fur VA.1V Nuc 160 NAIL® 24 0/G \ PROJDE 6d NNL5 TGE WLLID 058 OR PLYWOOD LVL Headers and Beams w As M 5d W HIP RAFTER, 160 NAIL 0 24"O/C " SIMP50N HGP HIP SHEATHING Microllam® LVL 2 Uta RAS 5EE PLAN INTERIOR 1.3E TimberStrand® and I (4)NAL 5 Mn N CORNER TIE IEhole zo% largest t holer(min(minimum)NOTE:WHERE 24"WIDE MINIMUM FALL HEIGHT I IV LMTH LSL hole zone Parallam®PSL Ys depth U WALL RETURN 15 PROVIDED AT EN05 OF I O BRACED WALL LINE THE WOO HOLDOWN MAY I I� ❑ 13E ELIMINATED. PROVIDE TWO(OPE AT EACH 13/4'MN r LFN6m(MN) SIDE)GS 22 STRAPS PER DETAIL 4 IN LIEU OF I 51MP50N BP WASHER `j SD NAIL ANE O/G INTERIOR - LSTA36 STRAPS 5HOWN IN THE DETAIL. NAIL SHEATHING TO ° o AT ALL PANEL ED6E5 d - T SILL PLATE W/8d 2x AGR SILL PLATE. DOUBLE EXTERIOR - - - - - - 1 - - 0 0 NAILS 0 4'0/G SILL AT FULL BASEMENTS GYPSUM BOARD o 0 0 _I 7'MINIMUM 5/8 DIA.STEEL ANCHOR - - - - - Microllam® LVL and BOLTS MAX.2'-8'OL.. Ix b fur VAIV 8D NAIL® 12'0/G AT ALL EMBEDMENT EXTEND BOLTS MIN.T INTO 65-22 COIL STRAP �ro Rx'rtx MEMBERS NOT AT PANEL EDGES Parallam®PSL allowed hole zone FON.WITH T16HTE W NUT a 3x 3'WA5HER TO EACH BOLT. (2)2 x 6 kQ SWS N LTP4 PLATE PALED TO SW-6N GA.STRAP middle Y3 span •4 GONTIN1011 BAR PROVIDE TERMITE SHIELD SILL SILL PLATE 15/32 OD OR IN510E CORNER OUTSIDE CORNER -LSTA36 NU 10-IOd NAILS SEAL AND MAINTAIN 8'MIN RIM ANP SILL HATE® 14O/O �T PLYWOOD SHEATHING d 1.3E TimberStrand® LSL allowed hole aone d r� INTO STUD ABOVE AND LOCATED 2'TO 6' WL A PER HTIRTAIXE 5P PLAN VIEW PLAN VIEW iii 6 17 17 FROM WD TO FINISHED GRADE WL A5 PER TPpiP yap WI'LAt H- M o M BELOW(2 EACH CORNER) FROM TOP of WALL NOTE: XTER I OR FALL TOP General Notes ocl� IN N M M N Tall=2,g80 COIL STRAPS UNDER 5HEATHIN5 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL SEE FOUNDATION PLAN STRAPS OVER 5HEATHING PROVIDE.IOd COMMON(0.131 x 3'LONG)NAILS. EXTERIOR GORNER HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly Loaded LAY-OYER OR FAL5E VALLEY PLATE HIP GONNEGT I ON DEPTH HOLE SIZE headers and beams only. B TC?RY GC?RNER GONNEGTC?RS TYPICAL ,�NGMOR BO�L� STUD TO RIM JOIST TO SILL PLATE WALL FRAMING 4�" • Round holes only STRAPPING DETAIL 5Yz" 1%a" • No holes in cantilevers. SPETS7Y4"to 20" 2" • No holes in headers or beams in plank orientation. VVI TLOCATED AT EVERY CORNER N.TS. ATION A5 NOTED N.T.S• LOCATE AT EV1=RY STUD N.T.S• N.T.S. N.TS. See illustration for Allowed Hole Zone DO NOT Cut notch or drill holes in headers except as indicated in illustrations and tables. A MINIMUM OF TWO BRACED WALL LINES(BK)ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BHLS SHALL NOT BE SPACED nTEIVT STRAP APD WALL 61-EATI11N0 n EXTEN7ED STRAP AILD WALL 6YEAT111NC I I O O O F5 V5 O O O MORE THAN 60 FT APART. HALLS WITHIN A BHL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BHL. BWL LOCATIONS ARE NOTO TOP GF PONY WALL IF LSD� I I NOTE• TO TOP GF PONY WALL F LSED�I II W W W W W W INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE 5tv1P50N DTTIZ tiGi.DGWN AT ff-W5P bRA(.ED A BRACED WALL PANEL(BWP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BHL. THE 015TANGE BETWEEN ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER 'MALL EM PMEL5(TYPE A)tVU AS REQUIRED ED6E5 OF BHPS SHALL NOT 13E GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF T1^IO BHP ON EACH BHL EXCEPT AT �O ®�� ,AT WAaP WALL PETALS 6 AM D. WALLS< 16 FEET LONG MAY HAVE ONE 48"OR LONGER BHP. BHP'S ARE TYPICALLY GS-H5P SHEATHED BRACED HALL PANELS ® (TYPE A)OR 6YP5UM BOARD 6B(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A,do3 I/2'WIDE LVL HEADER(SEE FLAW N 0 $-IOD NAL5 AT DTTIZ AND B DO NOT QUALIFY DISE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL GONTRIBUTIN6 LENGTH OF BWP IS REQUIRED. CONTINUOUS TO OUTSIDE OF PANEL ® BHP TYPE5 ARE INDICATED ON FLOOR PLAN5. r ^ 0 V J �--3/8'0 THREADED ROD z z_ ® G5-H5P CONTINUOUSLY SHEATHED BRACED HALL PANELS(TYPE A)SHALL MEET NOTE.WHERE 24"WIDE MINIMUM FULL HE16K THE MINIMUM LENGTH REQUIREMENT5 OF TABLE RbO2.10.5. NAIL%6 MINIMUM WALL GONTIN10T IPE"MIN DEEP HEADER N) CONTINUOUS DEIV4MIN DSP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING WITH bd NAILS 0 b"0/G(ED6E5)AND 12"O/G(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(SEE FLAW OSTEND'KING STUD(WEE FLAW P ~� 65+15P BRACED WALL LINE THE 800e BLOGKING AT ALL UW_-UPPORTED PANEL EDGES. PROVIDE 800 POUND HIOL OOHN FASTEN S"SHFATHN TO HEADER W/ PASTIL S'SHFATHN E TO HEADER W/HOLD"MAYNMAY BE ELIMINATED. PER DETAIL Iq OR 20 AT EN05 OF BRACED HALL LINES THAT DO NOT HAVE bD NAILS o 3'0/G IN EACH DIRECTION a 8D NAILS 0 3'0/G IN EACH DIRECTION HALL MIN PANEL W a HEIGHT(FT) WIDTH'L" TRIM TOP OF PANEL A5 REOV EITHER A 24"MINIMUM FULL HEIGHT HALL RETURN OR A 48'MINIMUM BHP. LU 51MP50N LSTA24 STRAP ON BOTH 5108 AND ►LI 51MPSON LSTA24 STRAP ON UNISHEATH� 0- EACH OF HEADER TO JACK STUD W/Ib-IOD NAILS FACE W/Ib-IOD NAILS g 32" (5,/4'W5 SCREWS O I""1 pa TABLE RbO2.105 MINIMUM LENGTH REQUIREMENTS OF GS WSP 0 CONTINUOUSLY SHEATHED BRACED WALL PANELS PASTIL TOP PLATE ro HEADER W/2 z FASTEN TOP PLATE TO HEADER NU 2 Z 10 34' PORTAL FROM EDGE ON I� ROWS OF I6d NAILS 0 3b/G O ROWS OF Ibd NAILS 0 3'0/C 0 II 38" BOTH SIDES(4�STRAPS PER MEL) > U Iii HALL AJAGENT CLEAR MINIMUM LENGTH OF O HE16HT(FT) OPNG HEIGHT BRACED WALL PANEL (1 (2)JACK STUDS MIN.OR PER PLAN 12 42" LL•I W 1- (2)JACK STUDS MIN.OR PER PLAN � ❑ � U OQ SIMPSON CNH COUPLER NUT <64" 24' H- BLOCKING AT PANEL ED6E5 $ 64"TO 80" 32' BLOCKING AT PANIEL ED6E5 BLOCKING AT PANEL 1�6E5 SIMP50N SWSB STRONG WALL 5B z W TO gb" 36"* " ~ PANEL SHALL HAVE A LENGTH t'OF NOT O PANEL SHALL HAVE A LENGTH 1'OF NOT PANEL,VERIFY PANE IS PLUMB (� <64" 27" GYPSUM BOARD 6B' BRACED HALL PANELS(TYPE B)SHALL BE DL LESS THAN Ib'FOR 8 FT KAU,I8'FOR g lk� LE55 THAN Ib"FOR ONE STORY AND 24'FOR NOTE:DETAIL APPLIES TO U) ~� ~ ANCHOR BOLT OR q 64"TO L90" 30' 46'MINIMUM IN LENGTH ON BOTH SIDES OF HALL PER TABLE FT HALL,AND 20'FOR A 10 FT WALL SEE FIRST ROOK OF TWO STORY APPLICATION. O • ADHESIVE ANCHOR 80"TO gb" 41' R602.I0.5. SECURE Ys"6YP5UM BOARD WITH bd COOLER NAIL5, PLAN FOR ACTUAL LENGTH, 5ff PLAN FOR ACTUAL Ll_ILGTH. BOTH ENDS OF WADER ❑ z Ogl5"X II'e"GYP5UM BD NAILS,OR.Oq5'X 13W ANNULAR RINGED I_ IF WIDTH TO HEIGHT DIMENSIONS ARE (b4" 30" IF WIDTH TO HEIGHT DIMILSIONS ARE `- EXCEEDED THEN DETAIL'F"TO BE USED. Lj J • 10 64°TO 80" 30' NAILS o-i"O/G(EDGES)AND VO/G(FIELD). BLOGKIN6 15 NOT EXCEEDED THEN DETAIL V TO BE USED. NOTE: ❑ p• 80"TO gb" 3U3" REQUIRED AT UNSUPPORTED PANEL EDGES HHHFN PANELS ARE " N IF CONTINUOUS HEADER IS USED OVER • INSTALLED HORIZONTALLY. PROVIDE J015T OR TRU55 OR FULL - BOTH OPENIN65 THEN MIDDLE WALL *Partial credit for Panels 36"to 48"wide per R602.10.5.2 HEIGHT BLOGKIN6 DIRECTLY ABOVE AND BELOW TYPE B HALLS. ONE JACK AND KING 5Tt1D5 ONE JACK AND KING STUDS BRACING ISNOT READ "L" EQUAL TO Iii TYPIGAL HOLDOVN DETAIL AT CONTINUOUSLY SHEATHED WOOD or > 12" FASTEN f/Ib'SHEATHING TO EACH SND PASTIL 7/115'SHFATHIN6 TO EACH STUD TWO KI STUDS STUCTU RAL PANEL "CS-WSP" -TYPE A GYPSUM BOARD "GB" - TYPE B O AND SILL wr 8D COMMON NAILS 0 3'oic O AND SILL ru 80 coMMON NAILS 0 5'0/0 Z Co FRAMED FLOOR A - - FASTEN ILL SHEATHING TO STUD NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/bd MAILS 0 b olG w I� PORTAL DETAIL'C"ONLY APPLIES SIMPSON HDU2 HIOLDOWN NU b-I/4' J N.TS. SIMPSON HDU5 HOLDONN W/14 I/4'SD5 Z U TO 2 FT TO 18 FT WIDE OPENINGS. 5GREW5 IN DOUBLE END STUD SDS SORE 5 IF NO FLOOR ABOVE. TABLE 602.103(1)BRACING REQUIREMENTS BASED ON 14oMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO HIDU4 HaDREH5 IF NU 10-1/4W5 PANEL TO 51T DIRECTLY ON TOP of � WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,11 FOOT REQUIRED LENGTH OF HALL BRACING. 2-V2'm ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. CONCRETE FOUNDATION WALL SI P50N PIT NOLDOATI AT UrWSP CRAfd)D HALL HEIGHT5,AND 2 BRACED HALL LINES ADJUSTMENT STORY CONDITION ADJUSTMENT BOLT WITH 2'X2'Xg�'PL WASTER I/2'A ANCHOR OR EXPANSION BOLT 0 OVER WALL EM EXCLS (TYPE A)tDU AS REg11IV GOVT BASED ON 5UPPORTIN6 FACTOR #4 BAR CONT IN TOP OF CONCRE=TE CONCRETE F0 ��,I AT pRACf3>N/Al PETALS O AM D. STORY BWL SPACING METHOD 6B FouNDAnoN *4 BAR coNr IN TOP Fa>t 2-I/2'm ANCHOR OR EXPANSION BOLT �17E � EGN RT aR 5HEATHING EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION Q >� *4 BAR CONT IN TOP AND BOTTOM . T I R> 5-0 MALS AT DTTIZ , EXPOSURE CATEGORY ONE STORY D 15 C C� �> TOP 10 25 5.5EXPOSURE CATEGORY TWO STORY G 1.3 PA85-18 ANCHOR BOLT OR*/e' OF CONCRETE FOIMDATION 51MP50N 581/8X24 OR PABT-18 ANCHOR EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOIST ROD NV HLASFIER PLATE,` DETAIL 15/01 BOLT OR Ye" THREADED ROD, W PAR5-18 ANCHOR BOLT OR%'THREADED SEE DETAIL IS/DI = � �` ao TOP 20' 5.0' 10.0' OVER ROD W/WASHER PLATE,SEE DETAIL 15/01 U -q +• ._ 1 < TTT ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL WISE FRAMED 1 g. TOP 30' 7.0' 14,5' WALL PORTAL DETAIL TYPE D ONLY APPLIES TO 6 FT TO 18 FT WIDE OPENINGS. ,' 6� y ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48"TOWARDS RbO2.10.3(U MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS • r TOP 40' q.0' 18.5' ROOF SAVE TO RIDGE ROOF+I FLOOR IS FT 1.15 REGjjIREMENT5 FOR BRACED WALL PANELS AT BRACED HALL LINES. WALL TO BE CONTRIBUTING LENGTH OF 48'TOWARDS R602.103(I)MINIM ASM LEN6TH TO PETE MINE P NEL S REQUIRES ENGINEERED DESIGN TO ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 USED ON FIRST FLOOR APPLICATION ONLY. REGUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. TO DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR �`�d J�= TOP 50' 11.0' 23.0' ROOF'AVE TO RIDGE ROOF+2 FLOOR IS FT 1.1 ACTUAL HORIZONTAL DESIGN HIND LOAD AND CONDITION �, r0 / ( I ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP B NU € , �' Top b0' 13.0' 275' WALL HEIGHT ANY STORY e FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL 1lABW" SIMPSON STRONG WALL 3/b'E ANCHOR BOLT OR HALL HEIGHT ANY STORY 11 FT o.g5 DETAI L - TYPE F 2016023 BOTTOM OF 2 10 5.0 UOS n 1, IT iH gpg,yEANG1pR WALL HEIGHT ANY STORY 11 FT UOS FRAME CS-PF DETAIL - TYPE C PFH DETAIL - TYPED F DETAIL - TYPE E BOTTOM OF 2 20' q.0' Iq.O' HALL HEIGHT ANY STORY 12 FT 1.1 C 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 NOT TO SCALE PER ENGINEERED METHOD W NUMBER OF BW.PER PLAN DIRECTION AT STORY 3 1.3 SHEET NUMBER °oba BOTTOM OF 2 30' 13.0' 275' N1F1BEiR OF BWI.PER PLAN DIRECTION AT STORY 4 1.45 Q 2 NUMBER OF BHL PER FLAN DIRECTION AT STORY 5 OR MORE Ib BOTT°MOF2 170 ° BRACED WALL PANEL DETAILS GYP BD FINISH HOD 6 FROM INSIDE FACE OF BIS 1.4 UNITS 115 (MODEL A 116 (MODEL Al ) HOLDOV�IN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD G5-WSP ONLY z 2� BOTTOM OF 2 b0' 25.0' 52.5' APPLIYP ES TOMETHOD6B ONLY STORY 4"O/G O.7 w NTS D-1 NOT TO SCALE ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HZ W C , W ^ E n" C � � o U W.VOx ftPCK 6 A TYP DTERIOR WALL p U, V-71 ami VOx a R166OZ5® V oc.- 2 Z c FRW 5OFf1T 77-41 O N o + 2 F- 4—d =3 .r. L + AI p .� U >N = rn 2 2"x6 pLOGKIN6 2 1 O N} R106ES TO AL16N PML 06 1-- I 2 Z RIDGE VENT Z V RIDSE5 TO AL16N b 6 rx8"TRU `a O x cl) RIDGE VENT r'xb"FASCIA U Wo cu v CID TYPICAL ROOFING: I/2"R YwoODfAmM6 ❑ U ARCHITECTURAL SHINGLES co HIGH CEILING BEYOND 154 FELT UNDERLAYMENT I/2"PLYWOOD SHEATHING 6'AZEK TRIM 12 rx4"TRIM HARDIPLANK 10 b'AZEK TRIM 9 I HORIZONTAL 5101HOib 2 12 AI.I DENTIL BLOCK tDTLBbxbxb q" g" a b'AZEK TRIM BY 9YPON'OR EQUAL 12 �_ 12 DENTIL BLOCK 4DTLBbxbxB1 4 � -112BY °"'OR � 12 - - - 12 13 - 12 GABLE END DETAIL I b'AZEK TRIM - b. b, ^ X12 BEDROOM 42 PL HT_ 13 AI 9 j 12 OH. OH. F=12 (+/-)12 Z � i ! IN b-AZEK RAKE BD W/ N IN 6'AZEK RAKE N.T.S. AZEK TRIM b'HIGH BLIND O IN3"AZEK TRIM;TYPE 12 = BD W/1N 3 AZEK b'AZEK I FLA51­4IN6 12 ROOF BREAK. 11 11 TRIM IIYP� _ u TRIM 12 AI U N 6' IN BLIND FLA51.11% b'HIGH BLIND s� 6"HIGH BLIND METAL EYEBROW FLASFNM6 r FLA5HIN6 4 - 12 ROOFING 0 6:12 PITCH � c°3 — _ Ix8 FASCIA BD. STANDING SEAM Ix8 FASCIA BD. N W METAL ROOF in t�lw _ DEN PI-HT AlllkO It BEDROOM 42 PL HT b'BLIND ALIGN ��� --I I,-0" .o FLA5HIN6`-'•FASCIAS r FRIEZE BD. SECONDOOR LI I'0" Imo" OH.i �- I.-oo. gNNI NINnI OH. Ln^ lJ J �• 4° 8'AZEK IIIIt 11 -0, QH. _ - FRIEZE BD. m� 7L 111,11111 z LLLL --��u�1� JI Ju,_ J J - Ju�I� I e' ° ® IIII 1 1 — " J -I nl I � FRIEZE BD. ❑ � � rxb'AZEK f � � - E Q a, TRIM ED s I v = cc OVER 6 I = I I W Q I1 1 e _ I Q g I 4 I I Ix AZEK TRIM QII II I 4 ! I '� Q I I I I ry I I I I I I I - II II � I II 11 FIN. IST FLOOR I FIN.LOOR FIRST FLOOR LI J&LFIRST LOOR LINEt, EL EV= O'-0" O 10'5QUARE HBdG PERMA CAST bx6 P.T.POST WITH 51MP50N I I I bx6 P.T.POST WIT SIMPSON I t, II I I COLUMN 446382 W/SQUARE I BC52-3/6 P05T GAP ANCHOR t I 10 SQUARE HBdG PERMA CAST a FLAT GAP t BASE(OR AREEQUI SIMP50N ABU66 P05T BASE I I BIMP50N POST GAP ANCHOR t GOLD�,.n,�446382 W/SQUARE A3 w I 51MPsoN AEtilEib PDST BASE I �T°� FLAT I GAP d BASE(OR EQUAL) CORNER TO (TV-ALL COLUMNS) (TYP-ALL GOLllf1�5) I -co�rER COLUMN TO BE I I I U)� I PROVIDED W/SPLIT KIT I i I I I I I PRDYIDED W/SPLpIT KIT I I I � m I I I I I I I I I I I I ❑ w O UNPIN.55MT FLOOR_ UNPIN. FLOOR m — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �1^� L— — — — - - - - - - - - — — — — U FRONT ELEVATION I=�RONT ELEVATION Q 3 6 = JI-ON ` 36 1- V-0 v H UNIT 115 z UNIT 116 W MODEL A (LAUREL)- Rll?6fS M DEL Al HOLLY o ( )TO ALIGN RID6E5 TOALIGN w N - _ Q Q N N t` N a0 ry RIS VENT D N M 00 N y RIDGE VENT APPLY ICE t WATER SHIELD IN FAIR 12 HARDIPLANK HEATHER WEE!THE AIR,ROOF DECK AND HORIZONTAL SIDING b-AZEK TRIM MEMBRANE ARE AT TEMPERATURES OF 40°F 12 t 135 i- 12 (5°C)OR H16FER. CRICKET BEYOND 1'x 8'AZEK RAKE BD W/ - � i"x 3°AZEK TRIM(TYP) DENTIL BLOCK 4DTL5bxbxB 10 INSTALL ICE t WATER SHIELD Bl "MON'OR EQUAL PER MANUFACTURERS SPECIFICATIONS TO MAINTAIN Z z z z z z 12 `=� rRIDUGT WARRANTY 12 0 0 0 0 0 0 cn U U U U 12 12 t10j, .12 12 > > > > > > 4/-)12 .10 1-0. Yl� j_O" W W W W W W 12'x 18"VINYL I 12 OH. OH. LOUVERED VENT INSTALL ICE t WATER SHIELD w w w w � w TYPICAL ROOF'IN6: 12 I AI.I 12 - 12 PER MANIFAGTURO M to ARGHITEGTURAL --' 12 SPEGIFIGAnONS TO MAINTAIN SHINGLES 154 FELT Al Ix8 FASCIA BD. PRODUCT WARRANTY N I/2PLYUNDERLAWO DO f I 6'NIGH BLIND 8'AZEK 6'BLIND o SHEATHING Ab FLASHIN6 FRIEZE E FLA5HI APPLY ICE t HATER SHIELD IN FAIR 77 WEATHER WEEN THE AIR ROOF DECK AND I if Ill I 111 If - - MEMBRANE ARE AT TEMPERATURES OF 40°F 11 (5°G)OR HI61B2 FASCIAS FASCIAS — — — — — N1A5 BATHROOM M5TR BOR — BRKFST PL HT Z DINING PL HT PL HT PL HT -_-- -- 1,O' p-0• W (� U OH. 8'AZEK OH. LJ LSI OH. " I ON. a U FRIEZE EV. I I - CH�U:, _ LINE -- EXTERIOR WALL o W 1111 1 _--- I � _-_ I m Lu -- -- 51DIN6 - — -- — . 11-0" Li i E - --- SOFFIT -- -HARDIPLANK 5FNN6LE -- - I I ; ; I I °H' _ - I -1- 1- -TYVEK OR EQUAL LU W I 1 I ._.. I _ IFIJ -2xbb.HOOP STUDS 016"O.C. p C�' _ -_ -WR-21 BATTS U g i I i i i i p p 1.� 4 4111 111 if Ii Ii 4 4 Z —J—_ 1 I I I IL ;p �j '; 6ARA5E - w 1 I I I I J WALL W O 1x4 AZEK TRIM I I I I I I J`TJL_�j BEYOND. 10,1 1 1 1 1 11 Ill 11 1 1 ill 11 1 1 ill 11 I C) Fri � I I I I It I I Q I I I I I I I-TTTT-1 1 111-1111 11LI, 1111 111 1 1 L1 1 1 —FIRST FLOOR LIFE FIN. IS ELEV=O'-0 ❑ N I I I, W5RC-62471.b FIRST FL L1NEFuji -- - VEN�NG 5Y51EM TERMINATION)LOCATION: I FT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN w U I F---f--1 I I f� -11 10'SQUARE HBd 6 PERMA CAST bx6 P.T.P05T WITH 5IMP50NBTU I I I I I I III I I i I I I Ix4 AZEK TRIM I I I Ili I II� I I I I ( I BG51 5MP25�ON6i6 CAP ANCHOR t I LOC of 1 AT LE ST PER HOUR(3KYU oR LE55 SHALL BE COLUMN 446382 W/50APE LOCATED AT LEAST b'FROM ANY AIR OPENING INTO A F= I I I I I I I III 1 II 1 I I I I I I I I II I IIII I I I FLAT GAP d BA5E(OR EQUAL) I I I BUILDING,AND%"AN APPLIANCE WITH AN INPUT OVER 10,000 C7 m I II I II I -ALL COLUMNS) BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR 5HALL BE z z I IIS I IIII I I I ( -CORNER COLUMN TO BE I I Iii I IIWI�OW I IIII I PROVIDED W/5PLIT KIT INSTALLED WITH A 9 INCH VENT TERMINATION CLEARANCE,AND ,j I I I I I I I EGRESS�I II I Q J I LIN- -JJ 1 AN APPLIANCE WITH AN INPUT'OVER 50,000 BTU PER HOUR z U I I -- I I I I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION LL------- I I I I CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR G� T U p INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE oeERT (n PIP I I I I I I I I I I I I I I I I 2020 NY5RG-12312.2.1 v =+ - - - - — - - - — — - -I - - - - I� - - - - — I- - - - — - - - - — — — — — - - — _- - — — _ UNPIN. FLOOR B •F — - - - - - - — - - r 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L — - - INER131-E UNITS, OPENIHERE THETOPA THE��LL H AN � � _•�+ � m m. - - - —I- - - - - - - - - - - - - - - y - - - - - - - —I- - - - - - - - - - - - - - -I— - - - - - - - - - - � r — — — — — — —I— — — — — T — — — — — — — — — — — — — — — OPERABLE WINDOW OPENING IS LOCATED LE55 THAN 24" Q ?� •• . ,�ti 1 I — — — ABOVE THE FINISHED F1.C10R AND GREATER THAN 72'ABOVE — — — — — — — — — — — THE FINI5N 6RADE OR OTHER 5URFACE BELOW ON THE W O EXTERIOR OF THE B1ILDIN9,THE OPERABLE WINDOW 54ALL COMPLY WITH ONE OF THE FOL1.01 UNG: 10 $'OPENING THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE (n ELEVATION -REAR ELEVATION TO PA%THROU61 THE OPENING IN ITS LARSE5T OPEN FwY0 -RE 3 6 - V-0, POSITION ❑ 3 I6 = V-0, r FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 ME WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWIN6 TE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JOB NUMBER 115 UNIT l16 ABPA�THE WINDOW UNIT TO LE55 THAN 5.T SQUARE FST.UNIT . . 201602 3 A (LAUREQ MODEL A 1 (HOLLY) Q SHEET NUMBER MODEL DUET CLUSTER = UNITS 115 (MODEL A) & ELEVATIONS U) 116 (MODEL Al ) W p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RI06E VENT W "FIRE RETARDANT W c ' PLYWOOD SHEATHING w ^ E 2"x8"RIDGE BEAM U O 12 12 U 12'UPPER&ABLE (BUILD-OUT6E 121 712 " " Z V � _ BUILD-OUT 2 Xb RR _O i rn � ROSES TO ALIGN BLOCK Q RIDGES TO ALIGN ® 16"OG. �,"� -� cn " U BLOCK R106E VENT - R106E VENT 6UT1ER5 t LEADERS R106E VENT iv RIDGE VENT Z ALL FiUTTER5 6 LEADERS SHALL BE BAKED U > WHITE ALUMINUM 032'MIN.6AU6E,6U TER5 R106E VENT (2) 71RDE N} R106E VENT SHALL BE 5-SEAMLESS,0.6.STYLE W/ALL PT GIRDER F- N a)Z -- -- RELATED t REGUIRED ACCESSORIES. LEADERS SECURED TO - a , ANCHORS.BE MCAULK t SEAL ALL JOINTS PITCH ENDS ® Q W M _ � 7 N CLW 16 N L 60TTER5 MIN.V6'IFT.PROVIDE P.V.G. _ _ OH. RECEPTORS 8'ABOVE&RADE TO RECEIVE LEADERS(CLOSED GAP DE516W. ❑ I 1 c i RIDGE VENT R106E VENTZZ: I2 LL tMvo b 1.--0 I'-0" 6ABLEINS t 10 85 6ABLE _ 6ABLE 0H• fill] III I'-4" I'4" 1'6• OH. OH. 6ABLE 6ABLE GABLE OH. OH. OR 11 Li 6'HIGH(51-1 FLA51-1IN6 O.H. 6'-0" O.H. ROOF°COVERED ROOF°COVERED PORCH BEYOND PORCH BEYONDQj AIS Ixa FA5GIA BD. 2"X6" FIT BERMS Z COV.P PORCH 0 16" .G.W/VENTED O PL STT PL HT 6Af� VINYL SOFFIT BRD GARAGE - ------- OVER U PL HT BEYOND —_- I'-0" Z) I'4" OH. -0„ off IO"SQUARE HBdG &2 W W 8.AZEK CAST COLUMN#46382 W/ o (n JI _ -I Ji i i I 1 . 1B FRIEZE BDA BA5E(OR EQUAU d U I_ O FTTT- 4 CORNER COLUMN TO BE WAu.°&ARA6E i i i g i i © O 4 PROVIDED W/SPLIT KIT Q 4 BEYOND I I I CoLuMN 0COVERED I 11 1 Ill It PORCH i i O I I BEYOND I I Z T H ill I Ill ill Hill 11 I I --� iUl i 11 TT-T-T ❑ U III FIRST FLOOR LIME t I I FIR5T FLOOR LI FIRST FLOOR LINE FIRST FLOOR LI I I I Ix4 AZEK TRIM I I I I I I I I I I I 6 I I I I I I FIRST FLOOR LINE 4 I I �I I I I I HOUR RA D EXTERIOR I I I I I I I I I I I BEARING LL 1 I I I I I I I A55EMBLY- 5EE DETAIL: ( w I I I I I f I UNFIN.BSMT FLOOR OIL UNFIN.B5MTFLOOR - - - - - - - - - I- - - - - - - - 1- - - - - - - - - - - - - - - - - - - - 61-01. 11 El TYPIGAL PORCH 5LA6 •4"P.G.5LA6(MIN.3500 P51 GONG LEFT SIDE ELEVATION LBREEZENAY51DE) REINFORCED WITH % 51r/10 WW.M. -RICHT 51DE ELEVA�TION 'TAMP d FILL TO 95Ai DENSITY r 5/16" = I-0 H 7177 UNIT 115 UNIT 115 1ZA1 . BREEZEWAY SECTION < 1NTs. z MODEL A (LAUREL) MODEL A (LAUREL) W U O RIDGES TO ALIGN R106E5 TO ALIGN Q R106E VENT - RIDGE VENT - HARDIPLANK 12 12 12 HARDIPLANK HORIZONTAL SIDING 55 12 6I�TTERS t I_FAfER$ 9� -.err-.-. � �_T-s--_> - - HORIZONTAL SIDING o ALL&UTTERS t LEADERS SHALL BE BAKED y 1 MITE ALUMINIM 032'MIN.6AU6E,6UTT1 R5 y -T "12 - 12 17 SHALL BE 5'SEAMLESS,Oh.STYLE W/ALL - !85�, 12 RELATED t REQUIRED ACCESSORIES. LFADELi %"' R106E VENT - - RIDGE VENT t 85 Q N N ~ N °� N M oD CV _ _ �-� 10 SHALL BE MIN.2'x3',021'6AWE W/CLIPS t _N- _ Y rag ANCHORS. CAULK t SEAL ALL JOINTS. PITCH � '1 - T���_���� �--"" &UTTERS MIN.I/8'/FT.PROVIDE PVL. RIDGE VENT = RECEPTORS 8•ABOVE 6RADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). �� ,� -�_ d.�- °--- 12 SOH.-,- - _- - _ - = 12 f CLERESTORY '- "' c CLERESTORY _ WALL _ M. WALL a 12 BEDROOM#3 BEYOND �. WALL BEYOND - -- -, - r — _ I'O' 12 =-_ ROOF°COVERED cij •� y 10 .- O O O O O O 6ABLE _ t PORCH BEYOND Z Z Z Z Z Z cn to cn cn fn to OR Ix8 FASCIA BID. - .- - (+/-)6 ...._- '�- -- ---�--� - 12 ���tiP�Fi'..��'•-r---�,,,..•-; � � � � � � BRKFST PL HT BEDROOM#2 PL HT 12 12 — - MSTR BR PL H OR OH. _ __ 6ARA6E PL HT _ 0 W AZEK 1OH. OH. f ' FRIEZE W. OH. OH. t I J� �F I .1:! 1a. A' rs II 1. +rafi0= i- ,.I, z - l rE II – it a!��. = 7i i� ' ~ MA51132 BEDROOM I Ill T �,;-; :.-�_ = p� t1-Tl�.' I i � Z q I 4 Q WALL BEYOND 1 I '! -1,.1.I ;,- :.i]:.i- WALL o COLUMN® U 1,�_�' I I COVERED � CO 0 I I I 4 I I _l_ _:.:_. 6ARA6E 4 COLUMN°COVERED II � L 1_, 1T �. BEYOND FRONT PORCH BEYOND I PORCH BEYOND Q m WIJn"a�°WYa.Iv-✓ PORCH BEYOND ILL- 1 Y LLI Al I I FLOOR 0i �:t 1 .-;---! .- L-4, FIN.IST FLOOR FIN. IST FLOOR .; FIN. IST FLOO W �I w EIN.LEV=O-O — — — — — — — — ELEV= O'-O" z U 0 ELEV= 0'-0" ELEV= O'-O" I Ix4 AZEK TRIM 1 I I I ( J Ix4 AZEK TRIM I I ` — I Lu I IoM P I I I I 1 HOUR RATED EXTERIOR I I FDI w Z BEARING WALL I < A11 I A55EMBLY- 5EE DETAIL: a s I I I ❑ F--� Lu 4 4 I I I I ( 2020 NY5RG-62427.b�(503.8) W I VENTING 5Y5TEM TERMINATION LOCATION: cn THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN J INPUT OF IOp00 BTU PER HOUR(51<4 OR LE55 SHALL BE LOCATED AT LEAST 6'FROH ANY AIR OPENING INTO A F--. I I 1 I ( _IINFIN.BSMT FLOOR UNFIN.BSMT FLOOR_ I _ — — I I I — j_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ BUILDING,AND OUCH AN APPILOT OVER ANCE50,0 WITH AN INPUT R NOW 5R LL 13E z m — — — - - —I� - - — - - - — - - - - - - — — — — - - - - - - - - - - — - - - - - — — - - - - - - - - —I- - — — - - - -- - - — — - - - - - - - - - - — — — — - - - - - - - - — — - - - - - - - - — — - - — - -I- - - - - - BSTALLTU PER DWITHAHIM OJT NNCHVLTZ50A00BTUPECLEARANAlLBE Z Z INSTALLED WITH A 9 INCH VEBdT TERMINATION CLEARANCE,AND W AN APPLIANGE WITH AN INPUT OVER 50,000 BTU PER HOUR Z t � U SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR GIST ? INTAKE SHALL BE LOCATED.AT LEAST 12"ABOVE 6RADE. U) RO .\ LEFT 51DE ELEVATION -RIGHT 51 DE ELEVATION ON LBREEZEWArY 51 DE) 2Q20 NYSRG-8312.2.1 IN DWELLING UNITS,WERE THE TOP OF THE SILL OF AN -�+�:�- � m (T1 ' 3/1(o'= I-0OPERABLE WINDOW OPENIN&15 LOCATED LE55 THAN 24" �`-> i 2 n ABOVE THE FIN15HED FLOOR:AND 6REATER THAN 92•ABOVE THE FINISHED&RADE OR OTIHER SURFACE BELOW ON THE d EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL UNIT 116 UNIT 116 0OPBI WITH AT�THE FFALLLOWINFi: 0 � OPENINGS THAT WILL NOT SALLOW A 4 INCH DIAMETER SPI-ERE � TO PA55 THROUGH THE OPENING IN ITS LAR6E5T OPENED o� MODEL A 1 (HOLLY) P�mDN.MODEL A1 HOLLY) "FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 CME WINDOW OPENING GONTTTZOL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVgGE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING JOB NUMBER AREA OF THE WINDOW UNIT TO LESS THAN 5.15MARE FEET. . 2016023 UNITS 115 (MODEL A & DUET CLUSTER. = SHEET NUMBER ELEVATIONS. z 116 (MODEL Al ) w W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED rn ^ 1 Z W E ca) U A G A B Q Al-b Al-b A 6 A-b V aUi 52-2' Ib'-0" 52-2' :03 cn 4--d 65 r-1 U ••--' 12-b" 15'-6" DIRECT VENT HEATING EQUIP. AI.I Z V 'o rn� Z - APPLIANCE CLEARANCE APPLIANCES L_ n(n - SHALL BE INSTALLED WITH THE Q Q W M GOMBU5TIBLE MATERCLEARAW-E5 FROM IALS n� �—LIHlE OF REAR CHEEK U = w co INDICATED ON THE APPLIANCE LABEL AND IN THE MANUFACTURERS b I'-0. WALL 0 UNIT IIb . INSTALLATION INSTRUGnON5. 1'-2" FDI LINE OF REAR CHEEK M WALL 0 UNIT IIb N �j LL tp � rn V TYPICAL PORCH 5LA13 0- •4"PL.SLAB(MIN.3500 PSI GONG) S'-2" 4'-4"M.O, 5'4" •REINFORCED NTH 6x6,10/10 WwM. 5'-2" 4'-4"M.O. 5'-2- O TAMP t FILL TO 95%M61TY p �' FDI 2 FDI - - - —�' o_ a Z HO — — — TYPICAL PORCH SLAB Q m e ---- Q •4'PL.SLAB(MIN.3500 P51 CONC) — FDI p REINFOROEO NTH bxb,ICIAO KKKWIC 2 •TAMP t FILL TO 95%DENSITY I ? FDI 4 b Ho 10' 10'-8" IS'-l0" HIPO O r W II 2x12 FLOOR JOIST. r — — — — 4 - 4'WIDE J015T Q i_I 8 r"---•� 0 2 0 Ib'O.G. (2)2X10 P.T. FD1 I :� TELE/.TAj SEAT FDI 0 4'WIDE JOIST 13'-b" 8° ('-0" 8" T'-0" 6" 8" 12'-0" SEAT.TA.SEAT II 2'x 10" HIP 10" 13'-0" 10" II ELEV=(-)I'-I�' SLAB SEAT 2x12 FLOOR JOISTS 2 ra" EGRESS Q y = _ = 0 Ib"OL. FDI a omwow I — _ _ _ _ LL Ln 4'WIDE JOIST SEAT. HD Q rn INTAKE RIP — — - I I 1 4 T.O.SEAT ELEV--(al'-I�' I z — � — — — — — — 2x12 FLOOR JOISTS WGH _ _ Z Qj� T � PER LODE 4 Q � I I I I Fl�1 FDI — _ � J -�� � DIRECT VENT HEATING EQUIP. II ❑ v (2)2X10 P.T. 0 0 0 Ib'OL. 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SLOPE 6ARA6E SIM XM ?� 0 ib'OL. b �ORNER COL"TO IDED 1 U SPLIT KITS I r 8070 OH DR o Iq = mIl TOKARVS GYP A DOOR 1 m 0 11-61 fD ITT (3)2X8 P.T.61 SET TOP — I 10'5QUARE HBd DERMA O Ci ri CO c�i MEMPERED)eV — 2x12 W-51015 CAST COLUMN 382 W/ 8010 OH OR pI L�It 6ARA6E WALLS d CEILIN6 I — — — — — — — — — 5QUARE FLAT G a BASE(OR P � )13/4'x q 1/2'LVL FDR 4 I I _ I ' I 3080E IN50L OR W/ EQUAL.)- COLUMN TO - _ I }•TYPE'X'GYP BD ON INT D I 1(3)1314-x q 1/2'LVL H OF LNIN6 SPADE GONA40N WALL5 TO 6ARA6E I I (2)18"SI 16HT5 BE PROVIDED NU KIT 4 Dnl Iq 0/21 C I G bxb P.T.P05T WITH SIMP50N 4 DI DI DI D/21 Q A$ I I I I9 A$ BG52-3/6 P05T GAP ANCHOR d (3)2810 TR FRONT WALL 0 DI 0 OH DFI 8010 OH DR I DI SIMPSON AB"P05T BASE 6ARA6E DI I �CONTINUOUS (TVP-A COLUMFS) 0)285 DH LINE OF FRONT D/21 (3)I /4'x 14' VL FDR HD p/21 0 0 0 O 0 0 6ARA6E WALL DI D1 to OD In N w 0 UNIT 115 w w w w w w DESIGN No. U3 56 � IY � w IY 2'-4" 6'-4` 6'-4" 2'-4' 1'-8" b'-0"R.O. I'-b" I'-5' b'-0"R.D. I'T" 5'-0" 5'0" WALL RATING- I IgI�. 0 FINISH RATING-23 MILT. N 3'-10' T'-2" 3'-10" F-O"RD. I'-10" b'-O'12.0. 2'-2" 5'-0" 1'-0' 1'0" I'-6" 10'-0" I'b' LO 0 N 14'-l0' 17-2` 22'-2" ALI 22'-2" t� ~J 54'-2' 12'-0"BREEZEWAY `54'-2" r: .... ..... . .... ...K.... .... ... :':..- ... '. k t z - ;,f I+�,i` 1 �� 1 f 1/t� W A G I HOUR RATED EXTERIOR ( ): 1>! J ,�/ ,' AI b AI b ® BEARING WALL . 1,,. ��� CL a c� A55EMBLY- 5EE DETAIL: e t� �� FIRE SIDE OJ m 2) Ql) 4 w I—� o 116 UNIT 115 HQRIZ()NTAL 51=CTIQN ooUNIT o c) 0z MODEL A (LAUREL) w MODEL Al (HOLLY) o U) I.WOOD 51UD5-NOM 2 BY 4 IN.SPACED 16 IN.Or,WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY 4 IN.BOTTOM PLATES.STUDS W � u LATERALLY-BRAGED BY WOOD STRUCTURAL PANEL SHEATHING(ITEM 5).WHEN MINERAL AND FIBER BOARDS'(ITEM 5A)ARE 0 d CON5IDERED AS BRACING FOR THE STUDS,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS EFFECTIVELY FIRE '- FIRST FLOOR PLAN STOPPED B TOP AND BOTTOM OF WALL. FIRST FLOOR PLAN 2 61'PEL1M BOARD'-ANY GLA551FIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES E/� IN.Or,WITH bO GEMENT'-COATED NAILS,I-1/6 IN.LONG WITH 1/4 IL DIAM HEAD. v 3/16"=1'-0" 5.JO MXV T COMPOUND. -MOT SHOW-WALLBOARD JOINTS COVERED WITH TAPE AND JOINT COMPOIRJD.NAIL HEADS COVERED ill V 3/16 -1 0 LIVING AREA= 1,6-10 50. FT. LIVING AREA= 1,62q 5Q. FT. 4.BATT5 NO BL.ANCtl5*--MINERAL FIBER OR 6LA-%FIBER INSULATION,3-5/8 IN.THICK,PRESSURE FIT TO FILL WALL CAVITIES GARAGE AREA= 442 50. FT. BE11^lEEN STUDS AND PLATES.MINERAL FIBER NSULATION TO BE UNFACED AND TO HAVE A MIN]DENSITY OF 3 PGF.6LA55 FIBER F- j GARAGE AREA= 486 5Q. FT" W%LATION TO BE FACED WITH ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF O.q PGF(MIN R-I3 THERMAL 0 GOVERED PORCH AREA= 256 50. FT. GOVERED PORCH AREA= 281 50. FT. INSULATION RATING). z z 5.WOOD 5TRUCA IRAL PANT WATNN6-MIN 1/Ib IN.THICK,4 FT WIDE WOOD STRUGTURAL PANELS,MIN 6RADE-CP'OR'SFEATHINIG'. Q INSTALLED WITH LONG DIMEW71ON OF SHEET(STRENGTH AXI5)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPENDICULAR TO Z STUDS.VERTICAL JOINTS CENTERED ON STUDS.HORIZONTAL JOINTS BACKED WITH NOM 2 BY 4 IN.WOOD BLOCKING.ATTACHED TO (� o U) STUDS ON EXTERIOR SIDE OF WALL WITH 60 GEMENT COATED BOX NAILS SPA( b IN.Or,AT PERIMETER OF PANELS AND 12 IN.Or, — ALON6 INTERIOR STUDS. W (j15TE b.EXTIMOR FAC0455-INSTALLED IN AGGORDANGE WITH THE MANUFACTURERS INSTALLATION IIN5TRUCTION5.ONE OF THE FOLLOWING Q FQ EXTERIOR FACINGS IS TO BE APPLIED OVER THE SHEATHING: RO ERr 9� G.WOOD STRUCTURAL PANEL OR LAP 51DIN6-APA RATED 51DIN6,EXTERIOR,PLYWOOD,059 OR COW051TE PANELS WITH VEN�R U 2\ Cy C� FACES AND STRUCTURAL WOOD CORE,PER P5 I OR APA STANDARD PRP-108,INGLUDIN6 TEXTURED,ROUGH SAWN,MEDIUM DENSITY 2020 NYSRG-8312 2.1 Y BRUSHED,GROOVED AND LAP SIDING. Q I �+ � -1 IN D�LIN6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENIN615 W j e° :- 2 n LOCATE)LESS THAN 24"ABOVE THE FIN15HED FLOOR AND 6REATER THAN 12-ABOVE THE _ r �/ NOTE: WOOD SPECIFIED IN UL RATED D1=SIGNS ARE MINIMUM 51Z�5.LARC�B2 DIMEN510NAL I ) FIN15 ED 6RADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE STUDS GAN BE SUBSTITUTED. U J OPERABLE E WINDOW SHALLALLOW COMPLY WITH ONE of THE FOLLOWING: NOTE: UL#356 15 IN GOMPLIANGE WITH FIRE=RE515TIVE FATIN65- AN51/UL 263 A5 PM 8302 � o •OPENINGS THAT Wlll NOT AOW A 4 INCH DIAMETER SPHERE TO PASS THROUGH THE 8/ MULTIPLE LVL GIRDER CONNEGTION5_ OPENING IN ITS LARSE5T OPENED POSITION' `[ •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2080 ❑ VVY0 FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT MEEwWINDOW WOPENIN6 WINDOW TDEVIICCEY�� TO�RELEASETH GCONTROL T06ETHER W/ 1/2 BOLT5 ® 2-0O.C..,2 MIN, ONE HOUR RATED EXTERIOR 1 FROM TOP $ BOTTOM, $ MIN.4" FRO111 END5 OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.1 SQUARE FEET. WALL RESISTIVE ASSEMBLY NUMBER NTS. A- 3 2020 NY5EGGG 5E(TION R 403.3: 2020 NY5RC-62471.8(503.8) w 2016023 6ENERAL GONTRAGTOR5 AND%113CONTRACTOR5 TO VENTING 5Y5TEM TERMINATION LOCATION: (A NOTE: EF EXHAUST FAN: -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN.R-8 2020 NYSEGGG SECTION R 402.4.12: SHEET NUMBER PROVIDE 5PRAY N0TE: 1-5u: HD= HOLD DOWN FROMRC�CONSTRUCTION REPORT AND ALL N RECEIPT THE,VENTBTU�� ,� �OCA; LEAST UNITS 115 (MODEL A & DUET CLUSTER NOTE„V" NOTE 5o CFM INTERMITTENT OR AND DUCTS OUTSIDE THE THERMAL.ENVELOP SHOULD BE MIN.R-b. AN APPROVED HERS RATER TO ALL WINDOWS SHALL BE STAIR MANUFACTURER TO DE516N 5TAIR5 TO ® 20 CFM CONTINUOUS -5EALING 15 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENIN6 INTO A BUILDING,AND SUCH AN APPLIANCE WITH O A DRYERS ro BE VENTED FOAM INSULATION IN DISGREPANGIES INCLUDING ANY DIMEN510NAL GONFLIGTS, TO OUTSIDE AIR PER CODE MEET ALL APPLIGABLE GODE5 AND TO -JOINTS,SEAMS,AND GONI�GTIONS SHALL COMPLY WITH S=GTION M-1601.4 LEAKAGE AND COMBUSTION SAFETY HO RINPUT LL 13 lopoo BTU PER HOUR I BUTNOT EN OVER 50A00 CL PER 116 (MODEL Al ) FIRST FLOOR PLAN Z *A WASHER To BE GARAGE GEILIN6® ANDER5EN 200 5ERIE5 IMMEDIATELY TO ARCHITECT FOR CORRECTIVE OF THE 2015 IRG. TE5TIN6 AND PROVIDE A WRITTEN HOUR SHA BE INSTALLED Fn WITH T q INCH VENT TERMINATION CLEARANCE,HAVE REPORT ANY DISGREPANGIES AND CONFLICTS CO2 PROVIDED WITH DRAIN PANS LOCATION OF ® CARBON MONOXIDE MEASURES PRIOR TO CONSTRUCTION.DO NOT SCALE AND AN APPLIANCE WITH AN INPUT OVER SOp00 BTU PER FIOIIR SHA HHAVE TO THE ARGHITEGT PRIOR TO STAIR FABRICATION. ©-TEMPT ED DETECTOR DRAWIN65.DIMEN51ON5 SHALL BE GALCULATED AND -DUCTS,SHALL BE PRE55WM TESTED TO DETERMINE AIR_EAKA6E BY REPORT OF THE RE5ULT5 AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE W BEDROOM ABOVE 6LAZING ROUGH-IN TEST AND A WRITTEN REPORT OF THE RE5ULT5 SHALL BE 516NED VENT TERMINAL.AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' A3 %0 SMOKE DETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. ABOVE 6RADE• COPYRIGHT GRCH ARCHITECTURE' P.C. 2017: ALL RIGHTS RESERVED Cn Z V^/, ~ W E U O "-d A G A B 0 V Q. A b A-b " Z C) 52'-2" 52'-2" V 4--dN cLi O AI-b AI-b o rn •+-+ N �' S U) !E Z — 28'-2' O L x M U QC° v o `- U Mco 5'-II" 5'-II' ❑ M II'-0'PL.HT. - - - - - - - - - - - - - ® 1 HOUR RATED EXTERIOR BEARING WALL I i A55EM13LY-5EE DETAIL: � I I II'-0'PL.HT. I _ _ _ _ _ ______ _ z 1 a i - - - - - - - -❑❑�❑� o IR- I - - - - - - I II U - -- = 7 0 = - - I 11'-0'PL.HT. 385 DH F ALI II I I II z III III ALI6N FA5GIAS II I I II f— II I I I Qg o Ln CJ 0 Ib'O.G. , P -- - — —I Z I i L� 0 b. 2-0.1 111-01 2i Q 4'-0'CEILING Q I I 1-b" � � � I /A ' 4BEDROOM #3 II ° . ��o � II I II II � CEII I I II _� -1I I4 5'4" 5'4' b ''�' 1l 1I I - - - I " OH. ii 1iiio�GL 4 I IIII� II \ / II I��I � rI F-Vz m I I RAILING I El" b w O 12'-Io x I I \ I \ I / I /I I I IL_ — — —� — �I — — ON 148 CEILING // II'-0"PL.H1. \ — — I / I" C - OFT I \ a'-01 PL HT I / 3 1 / I II L U n �q'-O"CEILIIN46 `r — — — i 1 \� 1 / N1 I—I? EF � -1I - - - - - - - - - - - - - I4. b" - - - -14--0" / \ UPPER GREAT I / _ ROOM O I I I I / q'-0'CEILING ej DN 158 / % Z fAv wG� _ / - J I I �- I LOFT / - - I- - - �� - I I W \ I I � (�— — — — — — — — — — I I I 4" RAI IN6 1 INT BRG PRTN/ ❑ — I i / \ RAILING / F 1 I 11 I I / \ g - - - - - - - - - - - - / - - - 111 o i - / I o 2'b• 4' q 4 , o /TUB ,' \ I �1 g•_8.. I i II'-0'PL.HT. b' 11 III I I I I _ _ _- - 5'-0` 1 I �� Goan I I I I I ROOF BREAK 0 ❑ I ( ®EF I 5Y4'x 14"LVL 61RDER IJ 1 GLERE5TORY WALL RI IN o ? 22'X 30' 1 1 B ROOF BREAKI 4 I B (3)3040 DH I I , 1 <% AGGE55 HATCH \ 4 , �' •'�Hr I I N I , AI b GLERESTORY(WALL AIS o n'-l0"HD Hr I II I I I I , 11 1 b" b'-2' �" 3'b" b" I I III 1 w L- — — J L— I ( 1 I —I v — — — — —� — —(E Z— — 6ABLE D N ci m N GL. ry L_ I UPPER < N N f— N c9 - - -7- - - - - -I- - - -� 0 ZD — — 4'-0"PL.HIr. I I $'," eI I �'-0'PL Hr I I WALL — — — 11 j1 ij I I ® i1 11 1 _ - - J II I I I I I I 11 } II II I I II �� 10'0' - b" 5-7 11 I 1 11 Q GAJlt GEILM6 IL I � II "- IBEP IOOH 1 — _ _ _ _ _ _ - I1 - - - �] z z z z z z � � �� CJJ II I 11 - - - - - - 0 0 0 0 0 0 G 110 H� www I II G w ww 1'41'PL Hffl I (2)1* — C J� N O — - — — — — — — eN- 3050 0 8'-0'HD HT Z ^ W AH W � Il_4 12-0• 12'-2" 12 8" 5._T.. 0 m iii O O 54'-2' W w ui U < Z rMTi (Dhr-y A G A B U 4 Al-b Al-b A-b A-b W n u ❑ O x UNIT 116 UNIT 115 u } z wm MODEL Al (HOLLY) MODEL A (LAUREL) Z 9 `�' g < 0 o o � U) . ...... SECOND FLOOR PLAN SECOND FLOOR PLAN ����NRo�Fo 3/16"=1'-0" LIVING PARA= 32� 5Q. �T. 3/16"=I'-O" 310 5QRT LIVING AREA= . 1=T. Q ,, 0 'An TOTAL LIVING AREA TOTAL LIVING AREA =I, �, , . ,{ y 1,999 SQ. FT. `� ol .. , SEE ROOF PLAN FOR ALL STRUCTURAL FRAMING INFORMATION 19999 SQ. FT. El _ I HOUR RATED EXTERIOR 13EARIN6 WALL \FINYOFZZ� © A55EMBLY- 5EE DETAIL: OB NUMBER 2020 NY5RG-8312.2.1 LLI 2016023 NOTE: IN DWELLING UNIT5,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW OPENIN6 15 LOCATED LE%THAN ENGINEERED J015T EF =EXH1Ausr FAN: GENERAL CONTRACTORS AND SUBGONTRAGTORS TO ONE CARBON MONOXIDE ALARM IN NEW Q SHEET NUMBER so CFM INTERMITTENT OR REVIEW THESE C.ON5TRUGTION DOGUMENT5 UPON RECEIPT ONE AND TYJO FANILY DWELLIN65, 24'ABOVE H E EXTERIOR FLOOR AND 6REATHE PER BL WIND T�FINI%IED CLF 6RAADE OR�R HE UNITS 115 (MODEL A & DUET CLUSTER 5HALL NOl"BE GUT, NOTE: NOTE "5": HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: ® 20 GFM GONTINXJIIS Ta MHOUSES AND DWELLING UNITS IN BELOW ON EXTERIOR OF THE BUILDING'THE OPERABLE WINDOW SHALL CAMPLY WITH ONE OF THE _ NOTCHED AND HOLES FROM ARCHITECT AND REPORT ANY AND ALL FOLLow1NG: d. TAIR MANUFACTURER TO DE516N 5TAIR5 TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT 6ROUP R-2 WLDIN65(GONDO5 1 ALL WINDOWS SHALL BE � DISGREPANGIES INCLUDING ANY DIMENSIONAL CONFLICTS, GO-0P5)AND UNITS OFFERED FOR SALE, "OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROUGH THE OPENING IN IT5 BORED UNI-E55 TALL APPLICABLE CODES AND TO TOGETHER wr i/2" BOLTS© 2'-O" O.G.,2" MIN, Got IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE IN THE IMMEDIATE VICINITr OF 0 FALL T OPENED POSITION 116 (MODEL Al ) SECOND FLOOR PLAN Z ANDERSEN 200 SERIES ® CARBON MONOXIDE 'FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 U 5PEGIFIED BY THE REPORT ANY 015GREPENGIE5 AND CONFLIGT5 p=TEMPERM FROM TOP 4 BOTTOM b MIN. 4" FROM EN05 DETECTOR MEASURE5 PRIOR TO CON5TRUGTION.DO NOT 5GALE BEDROOMS,ON THE LOWE5T FLOOR (TIE WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWINGU) MANUFACTURER PER TO THE ARCHITECT PRIOR TO STAIR FABRICATION. 6LAZIN6 DRAWINGS.DIMENSIONS SHALL BE CALCULATED AND LEVEL CONTAINING BEDROOMS. THE WINDOW To FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO A4 GORE � sMOKe DETECTOR NEVER SCALED UNLESS OTHERWISE NOTED. LE55 THAN s.150UARE FEET. p COPYRIGHT GRCH ARCHITECTURE IP.C. 2017: ALL RIGHTS RESERVED Z c ' W E p � � O p V C) z O L' :O a N U) U L sr JJ -6� 'C N �N} cn to Q)Z Z (� C-u 7 t6 to L x 6 M A B O Q cm C? AI-b AI-b A-b A-6 ° _ L U M HIP WIDTH Ib'-2"FA5GIA WIDTH Iq'O'6ABLE WIDTH f n V 2 d II'-0"PL.HT. I A1.1 �- T- - - - - - - - - - - - r r AL16N FAGIA5 IL �+ 8 N �Q L Z _ O U I HOUR RATED EXTERIOR II'-0"PL.HT. AI 5 I , b �\Q I BEARING HALL 1 111-41 PL HT _ _ _ _ _ _ _ _ _ — — — p 4 1 +ti I ASSEMBLY-SEE DETAIL: e ABY IST fl R - — - I�IPSLT FLR z r - _ _ I I q'-0'PL.HT. II'-0'PL.HT. I I , I I I I O L4-1 AII I I U 4� IIII E I II W-O"PL.HT. P12 310 I ' 11 OLL Ln II 12 12 — — —— — _ _ = _ _� — —i ADJUSTrRI06E HHEI6HrTO CENOVER IIII IL 12 12 , "i;;i: I II'-0'PL HT FIREPLACE CHASE III 2x10'RR 0 16 OG. 2x10'RR 0 16 OG. III ALIGN FASCIAS Q Q m 4j F� ABV IST FLR Qj� T® II "'''`' xO RR 0 I b OG. u-Q 2x10'RR® `OG: "`' ::ql- n� o I it I II'-0'PL HT � IIII ° v J III ry y dJ Q ® ABV IST FLP 1 N %o cV ALIGN FASCIAS a -- 12 I -�-.:.m-..... OH. .,?.;.,;. Q........ . `>'>ii>:i>,>>;>;;r;i:;a:?:`.?;: 310 I OH. I 11-0 PL HT T lam, 2xa'RR 2xa'RR r I 1 = — I , 2x10"RRI®16 X. .. Aev Isr FLR I- - -, ®Ib oG. ® — " 12 12 3 e+ I I I I �n — —!. .. .— — :':` (3)2x12 FL�sH 6OR 3 135 135 fx I I I ;:r.,,,:::.;>: :;:y.;;_.;.?.::.::::;:::> :,:.. ti I ,\ I Tom-::>.;::,::> ::;>::; - - - - ASPHALT ROOF 5NRl61f5 I�1�I (3)2'xIo' BIRDER ;' I I I I o I I ( I — FCS fi: Al _ ., 1I I 1 I a '� , `� I °". I I 1 I I I ° , i ua( 5X16'LVL (3)2x4 I- w x N CV GIRDER BE1 OW W III I I P :r (3)2X4 POST °d Y — I L_ — { ;;,:q ac ;,; .:;y::.......:::.::;,:;..,:;,, ...::..,;:..:::....::::.... �j�, '�`�.:>::.>:;;::;:;>:;:,::;':::::::: .........:....:.::::......::. r��N . .:: .......:::,;:::;: :::.:;:>::;:r:.;:;;_:,.: :..;" `� .p 61�RDER H � III I I I u=i UNDER HIP 61RDER X L `� _ — 1 1 =— T J I f/ u9::, ;. :' :..;.. :_ I 1 ..........: .. .::. .::.....:::.:::: p PLYWOOD SHEATHING P I N L ® 1 �j 2XI0'RR 0 16 m 50 ROOFING FELT PAM " RIDGES TO 16N GRIL 001 _ _ — - 1 I 1 11 ®I a� .;;..;:;;: ,.;;;: WTALL la t MTM SHIED Pez / ( 2x12 RR di lb OG. I _ / 1 — (1 1 I +0 Q— r I ° w O MANIFAOIURER5 5FEO5.TO ROOF FRAMINs 'Y 1 I - �17 MAJNTAJN CARW DOM FRONT � I I I — — _ __ _ �I — 0 1 >;; ,�•� 1 1 1 1 MIN 4'TYPICAL I <\ - 12 - 2X12 RIDGE BM W/VENT I 2A 'RR® Ib OG. _ ° �+ I 1Elf2. I 1 II r -LI- 0.40 AWMINIM DRIP EDSE —I I — -I — IL — cAP / L, — — — � — — I RID6E5 ALIGN I I 1 •'� a CENTER 3o•x3o• � I I I Gum C = T�- 1— _ _ _ yA / I u o'PL.Hr. I I � °� 1066EE N , I o 6ALV.COWKITORS ° I 4, — I I yA `ry 2x10" R® Ib OG. II H AE EACH 5OFFIT BEAM 1 , 111""". 11 \Q��� I C-IL = = = T= � � _ ___� I K =� _ =______ —____ � -1- - � 1 I— I I� � � }I — 11 —1 I 1 I I I I I U 2Xi2 RIDGE SM W/VENT i �-- I I 2x10 RR®Ib OG. C3)2X4 POST TO UNDERSIDE OF I II'-0'PL HT Z I I I I L _— 14'-0'PL Hr 1 1 HIP 61RDEP.CARRY POST VM _ I I — — I ABV IST RLR I I 1 1 Aev IST FLR W — _ — _ 1 I 1 �— —I I I 1 12 1 I III RIDGES T TO 5#x16'LVL 61RD92 BELOW »;;:!: 1 —� 1 I 1 I I I 10 ,Q I L >_ _ _ — — - — — APPLY ICE d MRR 5ME.D a+ . :...;. I b � �-- J I I 11 I I r ..:.:.. It_ _ ". I O �, _ _ _ ° FAIR YFATH� .� N OH. /�/�OJ� �� — — — — \�Y ® U >....::::::. � II OH. I 1 WHEJ THE AIR ROOF DECK AND -.....,::..::.....:..:. .: — — :.. ... :.:.:....,........ :, I - — — — — — — — — — — - - 1 — — (212'X10'PT 61RDER 1 lry IIS — I :.:;:.y.y:ii'i:i::::i:'LI 1 1 N � ME�RAIE ARE AT . � '� �, — — L_:.:(f .;; ;::a. TEMPEZ RF ES OF 40'F(5•W OR r ..::.:::..SY L J 1 I 1 I ` —_— 's Il f— — — -Ir ., ;';::.,: HIGHER, PRC55URE TRFATID SOFFIT 0 16 — — I 1 _ :.,,;:.:... -. .. 7-2 PL.HT. I I .o .o .. - - -a FRAMING I, :;:;;.s;�,.,�;,, '.>:.;::.:::..: ® I I ......;.� .. . ..:.:.....:::. 1 "� �� ::::::;.:?;'.::.:.:.;::..;:;;::;;'..:ys:;.::`:'_. I I I .,........:.. ' I ( - I C _ J� 1 i---ALIGN 2x12 I I FASCIA BOARD �'AZEK SOFFIT I I I I I I I I �C 1 I — — - `A �y RIDGE OVER DEN BOARD oRw I � I I 1 I ! —.— - — _ Q WALL BELow I VENn% - - - � : _ VINYL SOFFIT I I I I I I I ROOF BREAK - (2)2•X10•PT 61RD� I y .; ; C _ — J 1 _ ROOF BREAK I I 1 4i;i.; :` ;:;'i;''.. 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LEADER5 SHALL BE MIN. MANUFAGTURE'5 5PEGIFIGATION5 TO BUILT OVER ANOTHER Z DETAIL OF ROOF RAFTERS TO 2 2110", .027 GAUGE H/GLIP5 s ANGHOR5. CAULK d SEAL ALL MAINTAIN PRODUCT HARRANTY ROOFPLAN 0 HIGH CEILING JOIST' CONNECTION JOINTS. PITCH GUTTERS MIN. I/8"/FT.PROVIDE P.V.G.RECEPTORS 116 (MODEL A1 ) w NTS. A- 5 8"ABOVE GRADE TO RECEIVE LEADERS(CLOSED GAP DESIGN). p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED