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HomeMy WebLinkAbout45571-Z �o�Og11FF0tr Town of Southold 11/10/2021 a y� P.O.Box 1179 v • �� 53095 Main Rd d Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42519 Date: 11/10/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Properly: 27 Harvest Pointe Ln Unit 114, Cutchogue SCTM#: 473 889 Sec/Block/Lot: 102.1-2-58 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2020 pursuant to which Building Permit No. 45571 dated 12/14/2020 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 unfinished basement, covered porch, screened porch and attached two car garage as qppiled for. (Unit#114) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0168 7/7/2021 ELECTRICAL CERTIFICATE NO. 45571 10/27/2021 PLUMBERS CERTIFICATION DATED 10/8/2021 All Suffolkd Plumbing Co tors Inc A rize ignature SOFFnt,r. TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN CLERK'S OFFICE oy • o! SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45571 Date: 12/14/2020 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 Planning & SCHD approvals. (Unit #114, A-1 model) At premises located at: 27 Harvest Pointe Ln Unit 114 SCTM # 473889 Sec/Block/Lot# 102.1-2-58 Pursuant to application dated 12/1/2020 and approved by the Building Inspector. To expire on 6/15/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,094.80 CO -NEW DWELLING $50.00 Total: $2,144.80 Buil I ctor 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: topographic features.1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form), 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1- Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. J 1 O l a6 New Construction: Old or Pre-existing Building: check one Location of Property: V House No. Street Owner or Owners of Property: L�X O S,— Hamlet� � �L� Suffolk County Tax Map No 1000, SectionqA � a Block Lot S bdivision �t®�1\,4_ 0 Ck Filed Map. 7 Lot: Permit No. Date of Permit. Applicant: l�X0j/ Health Dept. Approval: -- ` !7 Underwriters Approval: Planning Board Approval: •- ! 7 Request for: Temporary Certifi ate Final Certificate:j( ieck o Pee Submitted:$ L plic t Sit; CONSENT TO INSPECTION el the undersigned,do(es)hereby state: Owners)Names) That the undersigned(is) (are)the owners of the premises i eATw of Southold, located at ��( ry rk which is shown and designated on the Suffolk County Tax Map as District 1000, Section 1W,o Block— - Lot . That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Buildhig Inspe tor's Office for the f Mowing;, 6`Gt� (� 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. III Dated: je (Signature) (Print Name) so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � sean.devlinCa)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 27 Harvest Pointe Ln Unit 114 City Cutchogue st: NY zip: 11935 Building Permit* 45571 Section: 102.1 Block: 2 Lot 58 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 57 Ceiling Fixtures 19 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 150A A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect 1 Switches 3$ 4'LED Exit Fixtures Pump El Other Equipment. Fridge, Oven, DW, Micro/ Hood, 150 A Panel 30 Circuit/25 Used Notes New Two Story Inspector Signature: ate: October 27, 2021 S.Devlin-Cert Electrical Compliance Form 14. Town HaII Annex Telephone(631)765-1302 54375 Main Road P.O.box 1179 `err- �tij Yvwn? a� Fax(U31)765-9502 Southold NY 11971-0959 BUILDINTG DEPARTMENT TOWN OF SGUTELEOLD � ii ,- ' 0 r', �.. IR,Tile- L. E'er T ;uildI!?g it 1`-Io. (Tease-print) ttt?1ber: IL P I-V) f�+Octuiy'-" Q-" lease prim; 1 CG fr;� that ll?e solde?'Used in il7e water supply Systee! 1 contains less than 2/11 0 Of I% ,cad. Signature) S',vorn t0 before me this day o!_�C Ae j _ 20 ANNA FIORITA Notary Public,State of New York Reg. No.OIFIG36p364 Qualified in Suffolk County -Notary Public. __ C:Our!tV Commission ErpiresJ i o� OF 50UTy0� , # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION - I ` OUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ' ] -FIREPLACE & CHIMNEY - [ ]. FIRE SAFETY INSPECTION - [ ]- FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATPON [ ] PRE C/O REMARKS: �� OV Jkklt-( rLOA m4- NrIV4 DATE 'YO INSPECTOR VaL4i \ �� �A of Salll�o # # TOWN-OF SOUTHOLD BUILDING DEPT. �`y�ouxn ' 765-1802 INSPEC ION [ ] FOUNDATION IST [ ROUGH PLBG. [r_ ] OUNDATION 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 D INSPECTOR O�aOF SOUI,yo Ll �s S 7 f 2%7 # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE `(i INSPECTOR c< -- # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouwn��' 765-1802 [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND M .1 ULATION/ - [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL-) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:-- 1 0 4n, DATE °I ?� INSPECTOR 1 ho��pF 50Ulyo� ✓ � ` 7 j- # TOWN OF SOUTHOLD BUILDING DEPT. �`ycourm��' 765-1802 y INSPECTION [ ] FOUNDATION 1ST [ ]`ROUGH PL13G. [ ] 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 a 12,7 114 ANSPECTOR C�,� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 [s1.ANIDiA, NY 11749 VWVW.(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# 114— Permit#45571 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. �FtED ARC, qri lysubmitted, � 08ERTC�/�cy 2� eny,AIA, LEED AP (P 9T��FNE113 �yO A Kf t `e ) - x ' S '.. ,f ...;. +lar.-rf'✓' h �T. w - f y _ ��� 0001or �.. �`,=a ,y_ ';.� , �. ; .� h r , s Il. % � _ r t � . � ; \ � , � , . ���� . # � ! , \����� � � - � �� . a , . y :\ r ,r t i (fg yam`' .- � � c" a,.�. .`�. -• 'fit-: x�,�, a t� 7�"''j^' I�,y..��t+� 5 "� .,. ,>t_{ '�' � � .. n : I � •J' m r r' Y � 1 • � II � �* � y t; Aa �, 1/ I ti r Y- PIE `gk r `yr est r t 3 '"� � � ; +�'i .'V •;'fir` il 13 g. _.2 37 Lis - �`'.. ,qkE�a^. 8 - i z pf ->, � � }'.• f �z � sJ rc �3�' 5 I ro -t �rF "�- � � ; s' a.�.. ���,' � x '�y.• 1 s ''ex`° 4�f11�,�'j;,s, {� �. ,1� - 'et.. q"�.� n 9 r � ��4��Yit a.� � e s°•.'f.. �. n � ,yL� 'k a _, •�C ' x s �� z�°�.. _ a •�s.� f�- .t.r'�y k. ,�I.� 2, _ }'�', '�`�M r s k'�"' Y h ti 1� 3 v�•�e -1 0:, �"'#�'i��- ;� �&'� r .� - ri^p.�,. .' i 'a�:�� �,.��-f'y"7`�e�`t !• � ,�,,r f, P r' ;� ♦ IWO q �. �: � � ^,,.� sw ;�„N � ti� a,c rx• i" �� a r�'..t y{P`, s P.:t,�'�.' ;'� #Ss�' . !_ tS a '��'��_, ^� l 3Rd• � �� �t'kt' � t*" 4 i r �k � � - ti v .g 1'i� �.•. < is- Y � '�}"�✓ r ysx,�'r'� ,. ,. ; 19 P� a £1Y 4 µSk '^•� Y � Z 4 '�k f�.Y}w` � d b � a`••"�yet' ti .:. . i •:yg _ k^�yu:�'-� -t� t�;i�. `N{i,;+r �� �- x� �i''.s "� �J,.,.'��p' .i ''"��` an'•y J 1 b: ,µXS'• ?k�j Y F, � Y. _- � +iF: i. �'Y Y 3 `'�c pj r t r `��Rti`kafi. �• +r' k � n y W J - kk rt• E. _ dA,. 1`" r - P•v 4 Y it '' {x u `* ec - ..,�, {Ti .:� '�-- r 5.- S yam`-�;�" .��' Pr' 5�a Ax,.• .. t � :�,-� acc � S .�c •r�: ins}y+��` .r.7-'{f` �� ,aF',. `?ri'E-w.. �� y �I qt f,: _, . pvycOwn, y�- r .. 6 lilt i • t J J � E ._ r •-wam Mf �y�a ' a x k� Vit . �.• , + Aj i ...M � .. 911. i �+ �.4� {6 ,�`hJ '�{' � �+wy �._• r Tia! �- tiOr" 4 r - ,i } �' ,. � -1.s t?ax1`_, a P �.'� 9f�4 t`�. kt #� �fh�'��k' a •.a{'F _ �' '�s� ''d(5':: a •af'' 9 ?Q.' 1�" :::d?• .Q'�c ,k,'.''. 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' f r K ,pry.;> �•s _ k { � t + tg32R34Nt s} Fi3?f13U�lA 9 - j � , 'A �a 8 s x GRCH ARCHITECTURE PC 8750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDw NY 11749 W W 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. 114/ Permit No. 45571 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 9GIenC submitted, D ARC oZeRz c&, y/,F C, ny, AIA, LEED AP N�'9�. A-Z 02381 FOP NEVI {{I'� fi'bc3y+«wk"x'"; A4Y�,"a€,:i¢i- >.t�..`.ic'; ni,'3�y`.:la,a';;,r'R, y'}'k='y5 i-_ ,�'t--,�•-. t1��.,° ,.,'=' ';;�f�::€�;,,'�';..�.�T�:.�;��>'�"_',•,, x•�.�;�'x��:..�-_°-;,�,,u,�, ��;�n z-„�.��-'��,t., � GRGH p►RGHIIEGT4JRS PC { •;�-}� .,,p -M ,�,. -;�-r''ri'�`yk-{' H. Sw'r,:m'_'u`+:;�' +'s,s'S,r-`3'3^3i'-�i rs: ,��yv;',`�:=s.,'. ���.� 3750 EXPRESS I�RrvE SOUTH =l_' $ sf`is'`ti'>t5i ° ,. :�: �,.. A SUITE 202 �7 -2- ISLANDIA, NY 77749 WWW.GRCHARCHITECTURE.COM (639)864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn, Ms.Amanda Nunemaker Pians 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 foarn and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %” (provided ±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/ Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM 8 . espectfu)ly subm•rt ed, f � ED ARC, Glen Cherve � IA, Li AP Principal 'Q 023F310 �0 T�0 N�� .tECG1.W3ECA IL ZrCO HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhoid Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tei: (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, i Louis DeSantis President 20 Feld land Street, Bohemia. IVY 11716 ° (631) 563-1298 - Fax: (631) 563-2954 Home Energy Rating rtifi Property HERS Al Holly Unit 114 Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2021-10-22 Rating Number: MC193 27 Harvest Pointe Ln Registry ID: 894825397 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 66.4 $156 10% General information Cooling 1.7 $99 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 $1183 75% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $120 8% Mechanical Systems Features Total 104.9 $1571 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 146.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 73 cfm, 23.2 watts. 2015 IECC HERS ERI Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC ERI ECCC New York State 2020 Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infiltration Rate 1478 CFM50 (2.11 ACH50) Foundation Walls R-13.0 Method Blower door Michael Fauci Energy Testing Services Lights and Appliance Features 1648 Locust Ave, Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural gas Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Ext. 105 Refrigerator (kWh/yr) 623 Clothes Dryer CEF 3.93 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v1 6.0.6 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: 27 Harvest Pointe City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2021-10-22 Outdoors Temp During Test: 75 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No_❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eUtl11 S'�S1`eDZ Primary: Yes❑✓ No❑ Type: Furnace❑Boiler❑✓ Heat Pump Q Other❑ i — ientinQ'Tvnes ' ,Dra t' " .S in in Mane. CD ; .CO Eicieri _r ;Fuel-TyUe,> r.. ' �. CireXe'T` e Pasbal� orsteCase aturad. orst Cdse, &tu'rad Rating:95.0 N_❑✓ P❑O❑E❑ N❑N0MUs_Z NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_Fai]❑ N/AppM NIA Ppm ;: 9i Yes ✓❑ Type: Standard Tank ✓❑Indirect Tankless ❑ Size' 75.0 Style Common Vent Eld N�ilfef'°Heat6.- Primary: No Instantaneous❑Commercial (See Not,5below) (Gallons) ' Stand Alone Q✓ s "" �Veafilii�Tvne 3',� Drat; ` _;Sip Ila'Qe S ills e:(1Vat:iral), -CO E tcien' 'Fuel Tv»e — ' (,Circle Type)j ' (Pascal)' '-(Worse Case); (YYor`se"Case), �'(Natuial) , .E Ar r EF: 0.69 NEI P❑0 QE.❑ N❑M[—IS Z✓ N/A Pa. Pass[Z]Fail❑ PassOFailF] N/A PPM N/A PPM k: >, �� Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes 2 No❑ Oven CO 2 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 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. d Water Heater Style.. Commonl Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 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 Fauci Rater Number: 8619824 Rater Signature: Date: 2021-10-25 Manual S Compliance Report Job: wrlghtsoft, Date. Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Prqiject Inforrhatioft. For 27 Harvest Pointe Lane, Cutchogue, NY 11935 • ® • • • 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 • • Design Conditions Outdoor design DB 10 0°F Heat loss 46217 Btuh Entering coil DB 63.1'F Indoor design DB 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type Gas furnace Manufacturer- Generic Model AFUE 92 Actual airflow 875 cfm Output capacity 48000 Btuh 104% of load Temp. rise 50 °F Meets all requirements of ACCA Manual S. wrightsoft, 2021-10-18 16 43 43 •ww•r�.mn,wu...,r,.,m, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 Arm Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W A Resi,denti,alPlansI _ Review • Form RIPER I ACCK@ • - - • •. • Equipment, 15 Mar 09 Prs�aanvam,�a 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 ❑ No ❑ Duct distribution sketch Yes E] No ❑ Home address(Street or Lot#,Block,Subdivision)27 Harvest Pointe Lane, Cutchogue, NY 11935 CALCULATIONHVAC LOAD M1401.3) 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 Grains difference 30 gr/Ib @50% RH Eave overhang depth 1 0 It Roof Sensible heat gain 19979 Btuh Internal shade blinds Latent heat gain 3977 Btuh Blinds,drapes,etc Eave Total heat gain 23957 Btuh Number of skylights p Depth Window EQUIPMENTHVAC • ,1 Heatinq Equipment Data Coolinq Equipment Data Blower Data Er�uipment type Gas furnace Equipment type SplitAC Heating cfm 875 urnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc. Cooling cfm 800 Model Generic Model Generic Static pressure 0.60 in H2O AFUE 92 SEER 16 0+ Fan's rated external static pressure for design airflow Heating output capacity 48000 Btuh Total cooling capacity 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT .1 Design airflow 875 cfm Longest supply duct 478 ft Duct Materials Used Equipment design ESP 0.60 in H2O Longest return duct 201 ft Trunk duct Sheet metal Total device pressure losses -0 6 in H2O Total effective length(TEL). 679 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.001 in/100ft Branch duct Round flex metal,Sheet metal Friction Rate=ASP-(TELx 100) I declare the load calculation,equipment,equipmeritselection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on'these forms will be subject to.review and verification. Contractor's printed name. Contractor's signature Date Reserved for County;Town Municipality orAuthority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrigh#soft Ri ht-Suite®Universal 2018 18 0 32 RSU20066 Load Short Form Job: - - wrightsofte Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 prpjec • e For 27 Harvest Pointe Lane, Cutchogue, NY 11935 � - e e e Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) /2 Design TD (°F) 58 8 Pressure/AVF 50 Pa/ 1422 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coll 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 083 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 1743 10447 431 218 20 Breakfast Area 125 3970 1781 83 84 Bed 2 194 3448 1618 72 76 Bath 1 54 474 87 10 4 Kitchen 178 1661 1755 35 83 Living Room 368 5756 2909 120 137 Foyer 135 4074 2655 85 125 Laundry 44 781 609 16 29 WIC 2 42 485 38 10 2 Stair 71 0 0 0 0 WIC 1 32 625 66 13 3 Master Bed 302 4067 1863 85 88 Master Bath 137 1356 894 28 42 Hall 62 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .{'.wrightso ftp. 2021-10-18 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ZCA Model Al MAN JSD\Rimor 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 wrightsoft® 2021-10-18 16 43 43 Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 /'1<iV11 Model Al MAN JSD1Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W - wrightsoft- Project Summary Date: Oct 18th 2021 Entre House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Project • • For. 27 Harvest Pointe Lane, Cutchogue, NY 11935 Notes DesignInformatioin 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 088 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(ft') 28430 28430 Air changes/hour 0.32 0.14 Equipment Total Load (Sen+Lat) 18972 Btuh Equiv AVF(cfm) 150 66 Req total capacity at 0.70 SHR 1 8 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER, 16 SEER Heating input 52174 Btuh Sensible cooling 16800 Btuh Heating output 48000 Btuh Latent cooling 7200 Btuh Temperature rise 50 °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. - wrightsoR 2021-10-18 16 43 43 �1+- ..�.�..•� ��...�.... .,.... Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 /9C.C+1'1 Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W N Second Floor Bed 3 81 cfm 129 cfm 30 cfm Loft 6x16 p Riser Ret Riser 28 cfm 10" 6x16 2 Stair Up Job#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 1 1648-A Locust Ave Right-Suite®Universal 2018 27 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-10-18 16 43 59 ..SD\Rtmor Model Al MAN JSD JA rup N Main Floor Broan Exhaust Fan Model L150 68CFM Energy Star Y c m continuous Use Timer p Breakfast Area 01 cfm 7TL51 cfm Ik82 cfm �82 fm Master Bath Master Bed Ik99 cfm �. cfm IGtchen Living Room Hall Svf�erer WIC 1 IL CMI�16cf RundryL34 cfm WIC 2 L 12 CTth 1 07 cfm Stair Foyer Bed 2 � Garage Lqj cfm 8' Job#: Energy Testing Services LLC Scale: 1 - 106 Performed by Energy Testing Services L... Page 2 1648-A Locust Ave Right-Sude®Universal 2018 27 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18.0.32 RSU20066 2021-10-18 16 43.59 SD\Rimor Model Al MAN JSD JA rup N Basement Make up air 68 rGnn Skuttle Model 2161 262 cfm 6" 9" 6.. 14" 6" 8" 8" x16 10' 9„36x1 1 6' 5" 70„ 4„ 4" 4 26" Base ent 81, up Riser Ret Riser 10" 4x16 10" 9" 87 cfm 87 cfm 187 cfm .lob#: Energy Testing Services LLC Scale 1 106 Performed by Energy Testing Services L... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 27 Harvest Pointe Lane,Cutchogue,NY 11935 Bohemia,NY 11716 18 0 32 RSU20066 2021-10-18 16 43 59 .SD1Rimor Model Al MAN JSD JA rup Duct System Summary Job: ft Wrightso " Date: Oct 18th 2021 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 ' ojelb.tIns o For 27 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 0007/0003 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 Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (8tuh) (cfm) (cfm) FR (in) (In) Mat[ Ln(ft) Ln (ft) Trunk Basement h 144 87 8 0 0 Ox 0 MtFx 0 0 Basement-A h 3482 87 8 0.004 8 0 Ox 0 MtFx 23.8 1600 st2 easement-B h 3482 87 8 0.003 11 6 16x 4 ShMt 48.5 2250 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 31.5 950 Bed 3 c 1428 66 81 0 001 8.0 Ox 0 MtFx 76 3 400.0 st7 Breakfast Area c 1781 99 101 0 003 9 0 Ox 0 MtFx 16.8 225.0 st2 Foyer c 2655 102 150 0.003 10.0 Ox 0 MtFx 43.8 2050 st2 Kitchen c 1755 42 99 0 007 9.0 Ox 0 MtFx 2 3 95.0 Laundry c 609 20 34 0.002 5.0 Ox 0 MtFx 488 3150 st2A Living Room c 1455 72 82 0.002 8 0 0x 0 MtFx 25.8 325.0 st2A Living Room-A c 1455 72 82 0.003 8 0 Ox 0 MtFx 15.5 2150 st2 Loft c 539 26 30 0 001 5.0 Ox 0 MtFx 68.0 4100 st7 Master Bath c 894 34 51 0 002 6.0 Ox 0 MtFx 383 325.0 st2A Master sed C 932 51 53 0 002 6.0 Ox 0 MtFx 53 0 2950 st5A Master Bed-A C 932 51 53 0.002 6 0 Ox 0 MtFx 52.8 3000 st5 WIC 1 h 625 16 4 0.002 4.0 Ox 0 MtFx 58.8 325.0 st5 WIC 2 h 485 12 2 0.002 4 0 Ox 0 MtFx 56.0 290.0 sty Bold/italic values have been manually overridden wrigh tsoftp' 2021-10-18 16 43 43 �/�. r� euna•ifi..�.e�,.�w..„,�..,,4.., Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 ica Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W ytj • • 1 0 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 0 001 236 100 0 x 0 ShtMetl st2A st5 Peak AVF 130 111 0.002 238 100 0 x 0 ShtMetl st2A st5A Peak AVF 51 53 0.002 268 60 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 84 16 x 6 ShtMetl st6 ® • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(In) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 669 807 201.0 0.001 219 26.0 Ox 0 MtFx rt2 rb2 Ox 0 119 129 1993 0 001 236 100 Ox 0 MtFx rt2A rb1 Ox 0 262 24 83.3 0.004 245 14.0 Ox 0 MtFx D o Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 788 936 0.001 219 280 0 x 0 ShtMetl rt2A Peak AVF 119 129 0 001 236 10.0 0 x 0 ShtMetl rt2 Wrl^ght5Oft' 2021-10-18164343 ^'` s�,.a.� p��.+....,c..�,a, Right-Suite®Universal 2018 18 0 32 RSU20066 Page 2 �� Model Al MAN JSD\Rimor Model Al MAN JSD JA rup Calc=MJ8 Front Door faces W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex -soP.O.Box 1179 54375 State Route 25 ®� ��® . Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) �� Southold,NYTelephone:631765-1938 01 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 30, 2021 Mr. Henry Alia Rimor Development LLC P.O. Box 908 . ' Cutchogue, NY 11935 Re: Site Plan Inspection, Certificates of Occupancy Units 27-30, 39, 40, 43-46, 111-114 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#27-30, 39, 40, 43-46, and 111-114 of the above-referenced Residential Site Plan, with exception of supplemental evergreen plantings required behind units 45 and 46, have been completed based on the site inspection made on September 21, 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 fourteen (14) units. Please note that there are many ongoing conditions of the site plan approval, with the , most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer SCOTT A. RUSSELLMICHAEL M. COLLINS9 P.E. TOWN ENGINEER SUPERVISOR TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 . (631)-765—9015 Tel. (631)-765—1560 Fax -,�FFIOL—DNly fS T!t OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings September 13, 2021 Planner Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 29, 30, 111, 112, 113&114 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 units 111, 11'2, 113 & 114. The rear areas have not achieved final stabilization but have been graded and should be fully stabilized within two weeks. I also inspected units 29 & 30 and determined that the developer has not achieved final stabilization of the lawn areas but these have been graded and should be fully stabilized within two weeks. Additionally,the driveways of units 29 & 30 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, 440 Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector Y Y Y 4 • � ® d Y�'I' I' — cla ,.�i � �'! _— ll:':'13T/I - FOUNDATION(1ST) FOUNDATION ROUGH :PLUMBING - INSUI.,ATION PEA N.Y. STATEENERGY . . M -.- 1� i► N .= i ----- -- - �os�FFnit� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y�oz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowrmy.gov For Office Use Only Date Received Lt551 )PERMIT NO. Building Inspector: i ,rJ >-•� > 1 4 Applications and forms must be filled out in their entirety.Incomplete applications 0 EC — 1 2020 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. °A0PLICAT1QN-F0R>'BUILDING PERMlt Date: ( � Z�j �O °1 c: err i f:7_���! 'OWNER(S)OF PROPERTY: Name: Rlmor Development Tax Map#:SCTM#1000- 102 01 - 02- Physical Address: -_ Cutoa_b.I_Yl Phone#: 631-678-2667 J Email: teamalia65@gmail.com Mailing Address: CONTACT'PERSON:' Name:Henry Alia Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmaii.com DESIGN-PROFESSIONAL�INFORMATION: Name:GRCH Architecture Mailing Address: 3750 Express Dr. South Islandia, NY 11749 Phone#: 631-864-3395 Email: -CONTRACTOR INFORMATION: Name:Rimor Development Mailing Address: PO Box 908 Cutchogue, NY 11935 Phone#: 631-678-2667 Email: teamalia65@gmaii.com DESCRIPTION OF'PROPOSED CONSTRUCTION 2New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? 2Yes ❑No Will excess fill be removed from premises? ❑Yes 2No PROPERTY,INFORMATION , Existing use of property: Intended use of property: Condo-resitdential Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? 2Yes ❑No IF YES, PROVIDE A COPY. -----on-file-wiftb uil ding department 9 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 ofthe Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance ofthe Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Sectio 10.45 of the New York State Penal Law. Application Submitted By(print name): H my Alia 2Authorized Agent [I owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Henry Alia being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this qday of N 6V� , 200 SHERRY PIRONE NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTIH®RIZATI N Registration No. 01PI6388308 (Where the applicant is not the owne ) Qualified in Suffolk County I Commission Expires March 04,2023 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name A BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD cif %zT\ Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 •-�,"-*- T&16phone (631) 765-1802 - FAX (631) 765-9502 ro6err@southoldtownny.gov - seanclCM-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Inf6ri-nation Required) Date: bj Company Name: M"T r_ ±LC V Name: C.%(--�C:� I I _J ' License No.: (Do )DaE em'Ail, Address: 'Nog LAD L-1 0�� f . (4t CO) I I I I Phone No.: ff j Ll JOB SITE INFORMATION (All information Required Name: JbI Address: Cross Street: C, Phone No.: (U-IN U-13 - Bldg.Permit#: q email:4et"-4 a�Lr w-32 5-,ran I Tax Map District: 1600 Section: JCQ, 01 Block: @,. D b BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: 0 Rough In Final Do you need a Temp Certificate?: NZ Issued On Temp Information: (All information required) Service Size& 3 Ph Size: _J 4jL- L_A #Meters Old Meter# Cew Serv' - Fire Reconnect-Flood Reconnect- Service Reconnected -Underground - Overhead # Underground Laterals '1) 2 H Frame—_ -Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION NK) ry II o Request for Inspection Form-xis (b _Yc BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD N0A2p21 Town Hall Annex - 54375 Main Road - Pb Box 1179 'f 2 -Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631)'765-9502 ,roiaeirCa7southoldtownny caov a seand&,southoldtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: d Company Name: Name: VIP1 j em il: License No.: �.�. Address: a n Phone.No.: lv JOB SITE INFORMATION (All Information Required Name: levy. ]&_' — I J Address: LjQ.oi ��4 -e Cross Street: L_c JI Phone No.: - BIdg.Permit#: � '`� ! email: Tax Map District: 1000 Section: 10D101 Block; , D Lo • 5 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job reedy for inspection?: YES NO Rough In Final Do you need 'a Temp Certificate?: ES O Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: ].`5 L? A #Meters Old Meter# ew SeM - Fire Reconnect-Flood Reconnect-Service Reconnected -Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done-on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION Request for inspection FormAs PERMIT# ress: Switches , Outlets G F I's C7 66 Surface Sconces y H H's �v UC Lts Fans Fridge HW Exhaust Oven Smokes DW Mini 1 Carbon Micro Generator Combo Cooktop Transfer 1 AC_ AH Hood Service Amps Have' Used Special: Comments `Z i n t r SUFFOLK COUNTY(DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFFICE OF WASTEWATER MANAGEMENT Health Department Ref.No. 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkcountyny.gov APPLICATION TO UfDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BE ORIGINAL. SECTION 1 FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCE NUMBER: 810-17' V 1 Tax Map No.: 1000 District Section Block Lot t C)-2- L ,5S Name of Current Applicant: Rimor Development LLC Tel#: (631) 7359200 Mailing Address:P® Box 908, Cutchogue, IVY 11935 Email Address:teamalia65@gmaii.com Name of Current Agent:Henry Alia Tel#: 3f , 6782667 Mailing Address:P® Pox 908, Cutehogue, NY 11935 Email Address:teamalia65@gmail.com DATE OF ORIGINAL APPROVAL: 09/08/2017 *If more than 6 years old and SCDH&site inspections have not been performed, ired SE 2 JXOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: �Tel#: ( ) - 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 FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: ( ) - Architect/Engi neer/Surveyor: 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 F®R ALL RENEWALS ANDTRANSFERS Application is hereby made to[ ]TRANSFER,[ RREEN ( eck applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certif t at Iave examined this complete application and the statements therein are true and correct,and that all work shall be done in c dace with all applicable Town,County.State and Federal Laws. "Any false statement made herein is unishable as a misde orsuant S210.45 of New York State Penal Law." Signature of Current Applicant/Agent Date r � zo Print Name of Current Applicant/Agent Title Henry Alia Agent/Project Manager DEPARTME ONLY Permit is Transferee anew Until 'a 2.3 Number of Bedrooms Approved aW Signature of Department Representative 15 e Date /0 WWM-104 (Rev. 02/12) 'IPE SHALL BE 15- CPP WITH A SLUWL OF U% - o STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS FOLLOW UNLESS OTHERWISE NOTED: . OF THE, AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED IECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. E MINIMUM 6" DR-18 PVC OR CAST IRON WITH A ® BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT 3E C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. SERVICE CONNECTIONS TO BE 1". . COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT NIMUM OF 10 FEET OF SEPARATION BETWEEN FREF_ZINC. VER/DRAINAGE LINES. ' ® BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE NIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED kLL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. NIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: :RVICES TO BE INSTALLED BY PSE&C AND v1AY VARY DUE TO FIELD CONDITIONS. ELECTRIC _ PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE ON FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. a DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN /DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651'-'86, OR THE LATEST 'ARATION OF T8.. REVISION,MINIMUM BETWEEN PIPING. (SEE 6 BACTERIOLOGICAL.TESTING: BACTERIOLOGICAL ANALYSES OF WATER DNTRACTOR SHALL ENSURE ALL CROSSING SAMPLES- COLLECTE15 AFTER DISINFECTION ARE REQUIRED AT DURING CONSTRUCTION. LOCATI6NS' SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NSTALLED UNDERGROUND. Habitable Garage Area st Pointe at nit Numbers Area (SF) (SF) Total (SF} 77-'124 1,999 486 2,485 Cu-t-chogue 3,8,3,0,12,14, .123,26,27,29, Cutch®gue, New ew York 33,36,39,41,45 1,599 363 1,962 Town of Southold 17,49,50,52,54, >8, 59,68, 72, 76 No. Revision Date Appvd, ,5,6,9,11,13, 13 TOWN/SCDHS REVISIONS 7/28/17 AVL L9,20r22,24r 12 TOWN REVISIONS 6114117 AVL !.8,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22x17 AVL 1.2,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN 4/6/17 AVL ---73,7-4.75- 7,34,37,43,55, --73 74 75— 7,34,37,43,55, 8 SCDH REVISIONS 3/9/17 AVI. r -dtis a ,tiyy 667 69 71 ,5 9 380 1,979 365 p ! +:�r; _ :`xt ; : roe. c"� t� '`,•;•y �N '7 :r.'�ti.,.i i. T �; •'. �ti ffi'; �' ,t'n, rf w .r� ✓: L,., .'o� f-rte;:: UUR✓i;%'T.l.fy`S'ht. - Mr W. ,� "..r,. .4x?^ '6 ry'^.:F•"ri•.^fi'-.'. � t,.vi' ;t•.' +. 15,16,17,18 1,999' 408 2,407 Issued for Date .duly 10, 2015 N/A 6,188 N/A 6,188 -S.-CTM-0 SC®HS roval Out w-.�e•aer..pa.+.m+P.m.v...rs�.+•�..vsaen.•t'+rm.a..<o..mavne•..arr.*v AV+'�.aw' �f z SL3PFoj,-",oi�w p Y OEp,,Am t%ya4T c)F L u-A°'.H S§ HV,ak-S a Ldr011��,B'O'A PAIR VAL 005F i<�I �I�h �SON, I ,5040FXn-'LT r REE;IDENC-g OILY Dra�vinp Number 1 ' N Baa R PummIIII UP aF-LUA vFav3zavicv, � { C) N� I a14'1ne^: s•a "REE ;.a eQ c^+.^'csa n nr�nr:.}�u n �+. Cn z c 'vl� a � asx1�yea s i� s1�a > t Qatar g 0 11C zvo 11 4err, 'p� rc Sheet of ei Project Number 29305.00 SC® S e erence # C10-06-0013 TYPE B-D RAMPgg-"- `�='3.;.c.: _ ,� ?tr i'.' "' I 1 P. a.•,^r _;„•."3. a` - _ "�4 k 'yrs. {''� Y _ x .1~' t�'� :e �-. � �,•-��<lttw� var= t€m-x ?fi� �, .,5r��s„�� �.+���. � ,t-t=9'�:x e, '[,� ,�`,-'�xi" ya, r� �>a4 -^1�3� •sm-� •�!--_. 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C\. v Gj e•Q�' T S 81°34'23" E 67.78' R { e 0 10 ED _j LU x� °WI� v j I,- I � 04-30-2021 FOUNDATION LOCATION FOUNDATION AS-CONSTRUCTED FOR 167.99' (ACTUAL) (V - UNITS 113-114 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 2 R=275.00' S52°55'20"W FILE NO.:490 FILED September 28, 2020 L=77.85' LU SITUATED AT W _ o CUTCHOGUE I TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40°52138" E rn d, o C) TOWN OF S C T M DISTRICT 1000,SECTION 102 01'BLOCK 02 00,LOTS 057.000 8 058.000 27.03' N °' SOUTHOLD S52°55'20"W �, LNELSON + POP E 19.24' `� I 7 Af engineers•architects•surveyors �— — 70 Maxess Road,Melville,NY 11747. 631.427.5665. nelsonpope.com H Z LU DRAWN BY: NP CADD NoLL W .:INDIVIDUALSU00028 S SCALE: LL IX SCHOOL HQUSE CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I Ur U) LANE I DATE: 05-04-21 PROJECT NO.: 00026 �1 -30' 'k 'F t NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE CONTROL DI° PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE MODULE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, 0 RD PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION 43 8' ao, .�� IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, j6V8 U PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY - 1.5' N Q7 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED 2 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY IF V rn N (h 4 9'20 AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE W ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND T` LL W co M r W THE NOTATION'ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DAT=OF SUCH Ld }0 II II ).... ivALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 0W LL Z d w COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED ,4' ;W lL C7 O j Q SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY _ aa O. caJ NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS CV r1z T OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED , iw ST NEVE SEI vW�8"PAVER O PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE EGRESS 1.0' BORDER I o wCONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES. WELL,T ❑ SOIL CONDITIONS,VEGETATION.TREES,PATHS,DEBRIS ORANY OTHER CONDITONS I J 0 o OTHER THAN VISIBLE PERMANENT STRUCTURES 26 s' o ; N 53°05'40" E 44.15' _z z N 20.6' DI° COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS O I O W W RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, ¢'W X O RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED a I Up m ILL! IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN W 11 Q PERMISSION OF THE SURVEYOR. 20 5' D- � 5'26 N m CV l� W STONE BASE:X)I m m 0 U1.0' DRIVE U U � O 331 E0 Q BORDR 0 �r °f I O 12 7' ❑I W U) 13 5' 1 4' w L — - J ��((W W W O W = J U D)N IV > > N /\ m Z O U F- IILLLL Z �M .- a a �F ��// WOO �2 1-0 n u F_- O 0 LL DI° awn 0_Fn LL-j Z a 6T 84- w LL LO 0 4.8' (n 2 EGRESS WIN. N w 1 5' WELL,TYP 43.9' OC N 53005'40" E 56.98' ���' oavr p �- S 36054'20" E �`q-�, I I 398.21' j 41 R=275.00' L=214.39' iG Av0 S 81034'23" E R ) ZAND S 67.78' JS � � W y Q "It R=415.00' t- L=116.80' 01-08-2021 FOUNDATION LOCATION FINAL SURVEY FOR S 65026'53" E 167.99' (ACTUAL) N 04-30-2021 SANITARY AS-BUILT 240.02' — UNITS 113-114 UNIT DESIGNATION MAP OF S52055'20'W 06-28-2021 REVISED SANITARY LP. HARVEST POINTE CONDOMINIUM 2 R=2785' L1J 06-30-2021 FINAL SURVEY FILE NO.: 490 FILED September 28, 2020 L=77.85 I O SITUATED AT I CUTCHOGUE S 40052'38" E N C � o TOWN OF p cA o LO TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 27.03 °C) co N 0 I O) SOUTH OLD S C.T M.DISTRICT 1000,SECTION 102 01,BLOCK 02 00,LOTS 057 000&058 000 S52055'20"W ai 19.24' N S 52055'20"W W L NELSON + POPE — 34.77' 01 le engineers•architects a surveyors ZW 70 Maxess Road,Melville,NY 11747. 631.427.5665.nelsonpope.com SCHOOL HOUSE DRAWN BY: NP CADD No; SCALE: 1NDIVIDUALSURVEYS Ll- 00026_1 co LANE CHECKED BY: MS FILE NO.: SHEET NO.: 'I OF'I 1"=30' DATE: 07-07-21 PROJECT NO.: 00026 I �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, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION DI° 1m I 1 {i IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY Od ; 'I SUFFOLK K COUNTY DEPARTME YOF 7HW 8 PERSON.PROFESUNLESSSIONAL ENGINEER LANDER SURVEYOR,TO ANIENSED MIN o3tl� Ir 151N 6�1 6976 o dHA 3C1 0 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE x a CONTROL DI° ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE REM HIS SEAL AND oLU Q OMODULE ; i' APPROVpAL OF COMSTRUCTED�7 +d`l-JU'6Uv.� THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH b0 v I I I rt ASINGLE Fv -LY RESODE Cs ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION 28 5' 1" WATER }] �� CIS SERVICE -II W 1 0 L� p �g COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED O "p W 1 5 iv —W—'W W w--va IW 3 I •3�LL� H.o Re,,.No"��I�-��' ®1 bg SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY Z N 6 T 8 4' 2 W m I I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS U o7 4 9'Cq C7� fhe. aW"ter supply{ah a Ib ,p�,, ° RD,;o J1- OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED Z I� W W a-- 3 In. l9 Lq} 0(""'"„x,,,'3 CII.�..,JI,Y.I UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED ZCM, O ui >-0 I_ AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE n 2 Ip ,p pp&y �r ,�,2 0 S 1 U Z U be Sa• FO Gil uOCrN7pU L,TJ A1Nf Q D` o� ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN 5W) F W 0 m Ow 3 di//�I; 9 �"v' PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED Z n Cl) 13 6' I.1V m I TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS N .n N r_ I W _ THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. O ib 12 T Z _ CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR U 3 F, FURTHER DESIGN ?Ni 4"SDR-35 3.3' ?I ;�5 z wl �� ��e����9 !f e�"y Chief ° d' I D• + PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �c\7 F-N r pzN J Q p dl W II'3ED O V�.I, Office Of CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES. CO Q > SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 28.5' I o Ix U U I Q OTHER THAN VISIBLE PERMANENT STRUCTURES LO LU 3 b COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS C?y �— G GE,�GE_�f'1 m RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED CO I G °DI I C/)qu IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN L PERMISSION OF THE SURVEYOR co bb, j- a:Cal T` 285, N 205' m I V J ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT ZN �N D_j� I, W 2I SHOWN } /18, V Z zN I 0' 1 0' U U �I i ALL SANITARY PIPING 4"AND 6-SDR-35,TYPICAL QQ a H�ob11111 4"SDR-35 3� I ¢ N 5I I j ca Q2N id 135' W L— 12.7' 3 LL to ZC j 1.4' W I TQ Z Z V 9 0 N '" 3 i O n D W � / DI° V >-a F- OW Z 3 6 .7' 8 4' U) 4 8' 0 N 15' - r' c1 �f N rw w w w w\ / 3 �Q. y DA fl 0 43.9' °x, 1" WATER " � Q SERVICE Gq Dlo 0502 3 ct�1 01-08-2021 FOUNDATION LOCATION SANITARY SYSTEM AS-BUILT TABLE SANITARY AS-CONSTRUCTED FOR STRUCTURE NAME I TIE A I TIE B 04-30-2021 SANITARY AS-BUILT UNITS 113-114 UNIT DESIGNATION MAP OF UNITS#113-114 06-28-2021 REVISED SANITARYL.P HARVEST POINTE CONDOMINIUM 2 ST-1 35.6' 31.9' FILE NO.: 490 FILED September 28, 2020 ST-2 30.3' 37.3' SITUATED AT LP 26.0' 52.2' CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S.C.T M DISTRICT 1000,SECTION 102.01,BLOCK 02 00,LOTS 057.000&058 000 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S ' � L � � �� ® � + \' UNIT No. HD REF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA POPE 113 R10-17-0167 1,999 S.F. 486 S.F. 2,485 S.F. �I engineers•architects•Surveyors 114 R10-17-0168 1,999S.F. 486 S.F. 2,485_ S.F. 70 Maxess Road,Melville,NY 11747. 631427.5665• nelsonpope.com ! DRAWN BY: NP CADD No.:INDIVIDUALSURVEYSI 00026IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 0171 DATE: 04-30-21 PROJECT NO.. 00026 1"=30' i 115tlIq "CC-- APPRO ED AS NOT D DATE: B.P. FEE: M By. Blower door NOTIFY BUILDING OARTMENT AT and ductwork 765-1802 8 AM TC 4 PM FOR THE testing required. FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTR' '-"?N MUST Must provide Manuals BE COMPLETE - C D,J and S as per ALL CONSTRUCTICk c-HALL MEET THE REQUIREMENTS OF THE CODES OF NEW NYS Energy Code YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PLACARDING REQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SUUTHOLD TOWN PLANNING BOARD �NSP�ELECTRICAL' S � l��® USTEES . . .DEC PLUMBER,CERTIFICATION ON LEAD CONTENT BEFORF OCCUPANCY OR CERTIFICATE OFOC.CUPANC_ USE IS UNLAWFUL SOLDER USED IN WATER SUPPL Y SYSTEM,CANNO T WITHOUT CERTIFICATE EXCEED 2/10 OF 1% LF.4 OF OCCUPANCY PLUMBING -ALL PLUMBING WASTE &WATER LINES NEED DRAINAGE INSPECTIONS ARE REQUIRED TESTING BEFORE COVERING Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code All exterior lighting installed,replaced or -DO=NOT PROCEED WITH repaired shall conform =fRA[WING UNTIL SURVEY to Chapter 172 OF FOUNDATION LOCATION Of the Town Code HAS BEEN APPROVED PLANS ARE IN CONFORMANCE WITH THESE APPLICABLE CODES: TABLE R405.1 � A , R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a Section R316 Foam Plastic � W 2020 RESIDENTIAL CODE OF NEW YORK STATE floor-ceilin assembl , draftsto s shall be installed so that the area of the concealed s ace does not exceed 1,000 s uare R316.1 General. The rovisions of this section shall overn the materials, desi n a lication construction and installation of foam lastic Properties of Soil Classified According to the Unified Soil Classification System Z 9 Y P P q P 9 9 PP p W materials. 2020 EXISTING BUILDING CODE 0� NEW YORK STATE feet. Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a UNIFIED SOIL VOLUME � � SOIL CLASSIFICATION CHANGE 0 floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor-ceiling assemblies under the R316.2 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 0 ;:; Iv 2. Floor framing is constructed of truss-type open-web or perforated members. and information sufficient to determine that the end use will comply with the requirements. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, ' 2020 MECHANICAL CODE OF NEW YORK STATE R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from LITTLE OR NO FINES GOOD LOW Low p r t a the interior of a buildin b an a roved thermal barrier of not less than 1 GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, Z V 2020 PLUMBING CODE 0 F NEW YORK STATE panels. 9 Y PP r� inch gypsum WOIIbOard. LITTLE OR NO FINES GOOD LOW LOW { a) -S R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GROUP I sw WELL GRADED SANDS, OR GRAVELLY SANDS, O V'�/ o o fD 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NEPA 70 LTTLE OR NO FINES GOOD LOW LOW H � (n V v 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. ^ rovided with a 1 2 inch sum wallboard membrane, 5 8 inch wood structural anel membrane, or a uivalent on the SP POORLY GRADED SANDS, OR GRAVELLY SANDS, U ■1� U > T rn 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE- P / 9YP / P q 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR NO FINES GOOD LOW LOW o0 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 cM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM Low = N>; RESIDENTIAL PROVISIONS Exceptions: against ignition using 3/8 inch gypsum board. sM I- � y:I Z _ SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM LOW 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 Z U m = ed in SECTION R101 perimeter joist space without the thermal barrier specified in Section R316.4 subject to all of the following: Ge eLAYEY eRAVELs, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW L �(n� M SC CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM LOW Q W C GENERAL Section R303 1. The thickness of the foam plastic shall be not more than 3Y inch. U o 4 ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, L '2 cO 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. ❑ = ti ao dential Code of NYS for One and Two Famil Dwellin s shall a I to the construction, alteration, GROUP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW M R101.2 The provisions of the 2020 Resi Y 9 PPY 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 SLIGHT PLASTICITY (.� r movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and rooms. Ix when tested in accordance with ASTM E 84 Or UL 723. CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, � M g p g p 9 GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM two family dwellings and townhouses not more than three stories above rade lane in hei ht with a se orate means of a Tess Exceptions: MEDIUM and their accessory structures not more than three stories above grade plane in height. 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house Section R317 Protection of Wood and Wood-Based Products Against Decay cuts To Low a 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 rade. Concrete and mason foundation walls shall Continuous 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 Exce tion 1 is satisfied and artificial li ht is rovided that is 9 ry ex en above the finished grade adjacent to the 9 g P 9 P 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 mason veneer is used and a minimum of 6 inches elsewhere. ry fasteners and service openings. It is installed on the interior or exterior or is integral to any opaque surface of t e uI ing ca able of roducin an averse illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strep th and has been p p g g ( ) 9 wrapped with aluminum flashing. 9 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 damn e b the back fill where the unbalanced Mezzanine: An intermediate level or levels between the floor and ceiling of any story. R303.8 Exterior stairwa illumination. Exterior stairwa s shall be rovided with an artificial li ht source located at the to landin of 9 Y Windborne Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where y y P g P 9 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. the stairway. Exterior stairways providing access to a basement from the outdoor grade level shall be provided with an and end use. Section R405 Foundation Drainage 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 mason foundations that retain earth and Z R301.1.1 Alternative provisions. As an alternative to the requirements in Section R301.1, the following standards are permitted subject to the accordance with AWPA M4. enclose habitable or usable spaces located below grade. Drainage tiles, gravel or crushed stone drains, perforated pipe or � Section R305 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 H limitations of this code and the limitations therein. Where engineered design is used in conjunction with these standards, e U 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. g g section. The coatin wei hts for zinc coated fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners Exception: A drainage system is not re uired where the foundation is installed on well draim = 1. ere Wood Frame Construction Manual (conven onal EDITION) R305.1 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8 In bathrooms, toilet 9 9 R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section rooms & laundry rooms. R301 or otherwise not conforming to this code, these elements shall be designed in accordance with accepted engineering practice. shall be in accordance with the material requirements of ASTM F 1667. mixture with soils according to the unified Soil Classification System, Group I Soils, as detailled inrTable R405.1 gravel � The extent of such design need only demonstrate compliance of nonconventional elements with other applicable provisions and shall Exceptions: R 319.1 Address identification. Buildin s shall be rovided with a roved address identification. The address identification shall be le ible Z m atible with the erformance of the conventional framed system. Engineered design 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 9 P PP 9 Section R406 Foundation Waterproofing and Dampproofing Bu co p P 's code. of not less than 30 inches by 30 inches at the showerhead. and placed in a position that is visible from the street or road fronting the property. Address identification characters shall R406.1 Concrete and masonry foundation dam rooffn . Exce t where re uired to be water roofed O Building Code is permitted for buildings and structures, and parts thereof, included in the scope o i contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be s elled PP g P q P foundation walls that retain U 'Idin s and ortions thereof shall be constructed in accordance with the wind rovisions of this code usin 3. Beams, girders, ducts or other obstructions in basements containing habitable space shall be permitted to project to within P earth and enclose interior spaces and floors below grade shall be dampproofed from the hitgher of (a) the top of the � R301.2.1 Wind design criteria. Bui g p P 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 the ultimate desi n wind speed in Table R301.2(2) as determined from Figure R301.2(5)B. 6 feet 4 inches of the finished floor. the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. footing or (b) 6 inches below the top of the basement floor to the finished grade using a bituminous coating. O g R308.4 Hazardous locations. The locations s ecified in Sections R308.4.1 throw h R308.4.7 shall be considered to be s ecific ' /� R301.2.1.2 Protection of openings: Window glazing in windborne debris regions shall be protected to meet the requirements of the large missile P 9 P Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole �-► J L� r e u oses of lazin . R406.3.3 Porous Fill. The space between the excavation and the foundation wall shall be backfilled witl.h porous fill up to a hei ht of ~ test of ASTM E1996 & ASTM E1886 per section 301.2.1.2.1. Garage door glazing shall meet impact-resisting standards or hazardous locations o p rp g g or other sign or means shall be used to identify the structure. Address identification shall be maintained. M ANSI/DASMA 115. R308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a one-half of the backfill) heioght and covered with strips of 30 pound asphalt paper or 6 MIIL polyethylene to permit water Z ` r J Section R321 Elevators and Platform Lifts seepage while avoiding infiltration of fine soils. The remainder of excavated area shall be backfilled with the same type of Exception: Wood structural panels with a thickness of not less than 7/16" and span not more than 8'-0" shall be permitted for hazardous location where the bottom exposed edge i the glazing r less than 60 inches above the floor. T o enin rotection. Panels shall be recut and attached to the framing surrounding the opening. Panels shall be predrilled and 1. Where the glazing is within 24 inches n either side of the door in the plane of the door e a closed position. P soil as was removed during excavation. ❑ �•/ J R 321.1 Elevators. Where rovided, passenger elevators, limited use and limited application elevators or private residence elevators shall JJ P d P P 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 b a t� secured with the attachment hardware provided. �T � 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. Y 1�'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. 1� 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. C"� Section R322 Flood Resistant Construction » GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean a hazardous location. R408.4 Crawl space access panel to be min. 18 by 24 . Openings through perimeter wall shall be not less than 16" by 24". FLOOD 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 SNOW SPEED Topographical Special Wind DESIGN FROST UNE DESIGN UNDERLAYMENT HAZARDS Freezing Annual Exceptions: Zones, as established in Table R301.2(1), and substantial improvement and repair of substantial damage of buildings and CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp 1. Glazin adjacent to wafkin surface and rail is installed 34"-38" above landin R502.2.2 Blocking and subflooring. Blocking for fastening panel edges or fixtures shall be a minimum of utilit rade lumber. LOAD (mph) Effects Wind bourne DEPTH g J g g' structures in floor hazard areas, shall be designed and constructed in accordance with the provisions contained in this section. Y 9 �� Region Debris 2. Glazing 36 inches or more measured horizontally from the walking surface. Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the subflooring shall be wood structural panels as specified in Section 503.2. Fireblocking shall be of any grade lumber. zone most restrictive flood hazard area. Buildings and structures located in whole or in part in identified floodways shall be designed R502.4 Joists under bearing partitions: Provide 2x full depth blocking 0 48 o.c. max. where beam is not located under wall to O MODERATE SLIGHT TO 10 Section R310 Emergency Escape and Rescue Openings and constructed in accordance with ASCE 24. allow for piping or vents. w 20 140 NO (B) SEVERE 3s" 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 R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less l-- w 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 W R310.1 Emer enc esca a and rescue o enin re uired. Basement shall have not less than one o erable emer enc esca a and enclosure is not built so as to render the buildin or structure in violation of this section. stri and shall be nailed to ad acent stud. R301.2.1.4 Exposure category. 9 Y P P 9 q P 9 Y P 9 P 1 � 1. Ex osure B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the rescue opening. R 322.1.6 Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to P m � r conditionin lumbin a fiances and lumbin fixture • V size of single family dwellings or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square g, p g pp p g s, duct systems; and other service equipment shall be located at or above band or rim joist. 2. Ex osure C. 0 en terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. feet. The net clear height opening shall be not 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 c6d holes bored in trusses, structural composite lumber, structural Ex osure D extends downwind 600 feet from the partially obstructed area. Includes flat open country and grassland. inches. Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and glue-laminated members, cross-laminated timber members or I-joists are prohibited except where permitted by the ❑ P O I mbin fixtures• duct s stems• and other service i ex 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 emergency escape and rescue opening, it shall have a sill height of p u g y equ pment is permitted below the elevation required in Section R322.2 or manufacturers recommendations or as shown on these drawings. 3. Exposure D. Flat, unobstructed areas p a P not more than 44 inches above the floor; where the sill hei ht is below rade, it shall be rovided with a window well in R322.3 rovided that the are desi ned and installed to revent water from enterin or accumulatin within the corn onents and Exposure D extends downwind 600 feet from the unobstructed area. g g P P y 9 P g 9 P R502.11.1 Wood Truss Design. Wood trusses shall be designed in accordance with approved engineering practice & be prepared by a accordance with Section R310.2.3. to resist hydrostatic and hydrodynamic foods 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 !!!""����"111 R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inc hes and the R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and the design flood elevation In accordance with ASCE24. Electrical wiring systems are permitted to be located below the required constructed. laterally unsupported bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to 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. fully opened. R 322.1.7 Protection of water supply and sanitary sewage systems. New and replacement water supply systems shall be designed to (n exceed these limits as permitted by Chapter 6 provisions, provided that story heights are not exceeded. An engineered design minimize or eliminate infiltration of flood waters into the s stem in accordance with the lumbin rovisions of this code. Section R506 Concrete Floors (On Ground) � er where the limits of Cha ter 6 are exceeded. Where the sto hei ht limits R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed y P g P R506.1 Co r - F- shall be provided for the wall or wall framing memb s p rY 9 nc ete slab on grades to be min 3 1/2 inches thick. ladder or steps usable with the window in the fully open position. Ladders or rungs shall have an inside width of not less R 322.1.8 Flood-resistant materials. Building materials and installation methods used for flooring and interior and exterior walls and wall Q of this section are exceeded, the design of the building, or the noncompliant portions thereof, to resist wind loads shall be in than 12 inches shall roject 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 R322.2 or R322.3 shall be flood damage-resistant materials that conform to the R506.2.2 Base. A 4 inch thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or crushed F- accordance with the Building Code. P J provisions 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. U vertically for the full height of the window well. R310.2.3.2 Drains e. Window wells shall be designed for proper 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: A base course is not required where the concrete slab is installed on well-drained or sand-gravel mixture soils I- r ) R302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section R302.2, g v classified as Grou 1 accordin to the United Soil Classification S tem in accordance with Table R405.1. Z Item 1 or 2. The common wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts required by Section R405.1 or by an approved alternative method. design flood elevation shall: P - 9 Ys R506.2.3 W Va or retarder. A mil 0.006 'n h I eth a r v d th 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 used solely for parking of vehicles, building access or storage. p 6 ( i c ) po y ylen or app o e vapor retarder with joints lapped not less than 6 inches 2 ti vents n the cavity of the common wall. The wall shall a rated for fire exposure from bo oil Classification S stem Grou I soils as detailed in Table R405.1. rovided with flood o enin s that meet the followin criteria and are installe shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be in accordance with Chapters mixture soils in accordance with the United S y p 2. Be p p g g d In accordance with Section R322.2.2.1: exists. The vapor retarder is not required for Garages, utility buildings and other unheated accessory structures. (=j 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 R302.4. R311.7 Stairways where the enclosed area is measured on the exterior of the enclosure walls. 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour 8311.7.1 Width. Stairwa s shall be not less than 36 inches in clear width at all points 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 8602 Wood Wall Framing fire-resistance-rated wall assembly 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 R602.3 Design andfconstruction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through 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 1% 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. R602.3(4). ; Wall sheathing shall be fastened directly to framing members and shall confirm to the requirements of Table 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 R602.3(3). TABLE R302.1(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. 3. 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 8311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. the requirements of this section. ) EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 831,1.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. ISCD RIPTION ASTENING (a,b,c,d) I7�F FIRE-RESISTANCE RATED 1 HOUR 0 feet 1 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of WALLS 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 ,4 inches shall be provided on stairways with solid the lowest horizontal structural members su ortin the lowest floor, with exce tion of ilin , pile ca s, columns, rade beams and 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL NOT FIRE-RESISTANCE RATED 0 HOURS 25 feet risers. PP g P P g P g PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet bracing, iS elevated to or above the base floor elevation plus 1 foot or the design flood elevation, whichever is higher. r � ,� 8311.7.8 Handrails shall be provided on not less than one side of each flight of stairs with four or more risers. 2. CEILING JOISTS r0 TOP PLATE THREE 8D COMMON. TOE NAIL ri o ri TABLE 8302.1 2 8311.7.8.4 Continuit . Handrails for stairwa s shall be continuous for the full len th of the fli ht with winders, at landin s, or over 2• Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in ¢ w ry n ry ao ( ) Y Y 9 9 9 coastal high-hazard areas and Coastal A Zones shall be supported on pilings or columns. 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL o a ri ao 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 mezzonine 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 NOT FIRE-RESISTANCE RATED o HouRs - 3 feet inches and the walkline radius is not reater than 2 inches. Each tread shall have a de th of not less than inches at 6. RAFTER OR ROOF TRUSS TO PLATE g � • P � 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 THREE 10D COMMON 2 ON SIDE + t ON OTHER TOE NAIL the walkline. All treads shall be identical, and the rise shall not be more than 91 inches. Headroom shall not be less 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 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE 10D COMMON. 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 TWO 16D COMMON. END NAIL 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 8311. 8. STUD TO STUD (NO AT BWP) 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 iii R302.2.4 Parapets for townhouses. 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 1. The parapet 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 EACH EDGE FACE NAIL V5 (65 5V5i V5 65 0 Exception: A parapet is not required in the preceding two cases where the roof covering complied with 'a minimum Class C rating 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 GJ � w w 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 0 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 / board is installed directly 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. FACE NAIL m ON EACH SIDE OF END JOINT 24 MIN LAP SPICE o 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, `C 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: LENGTH EACH SIDE OF END JOINT) o clayey sand, silty gravel or clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings 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. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the 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 P P g P P g P g on soil that consists primarily of clay or silt or have any inorganic material or fill. ( ) deck shall have not less than a 1-hour fire-resistance rating. The wall shall be rated for exposure from both sides. opening is in its largest opened position. TABLE R402.2 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 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 2. Basement walls ex osed to weather: 3000 si lus 5 to 7% air entrainment 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END 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. P P P Exce tions: 3. Porch slabs, steps, and garage slabs: 4000 psi plus 5 to 7% air entrainment FOUR 8D COMMON. TOE NAIL � P P R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening r T '� 1. Foundations supporting exterior walls or common walls. 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 W W control device, after operation to release the control device allowing the window to fully open, shall not reduce the net clear FACE NAIL 5. Townhouses separated by 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 8310.2.1. 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 W v R302.3 Two-family dwellings. 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 height and constructed a 0 not less than a 1-hour fire-resistance rating xvhere tested in accordance with ASTM E 119 or UL 263 or section 703.3 of the with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE SD COMMON ® 6"0/C TOE NAIL O Section R313 Automatic Fire Sprinkler Systems O m Building Code. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall, and wall R 403.1.6 Foundation Anchors e: Wood sole lates at exterior walls on slabs and all wood foundation wall sill lates shall be anchored 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32 O.C. T&B STAGGERED FACE NAIL AT EACH LAYER J 8313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade plane shall be g P P W � w assemblies shall extend from the foundation to the underside of the roof sheathing. equipment throughout with an automatic sprinkler system. with Yz 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 x Exce tions: concrete and located in the middle third of the width of the plate. A nut and washer shall be tightened on each anchor bolt. W 0 iii P R313.1.1 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 located 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 = � 1.A fire-resistance rating of X hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed accordance with Section P2904 or NEPA 13D. P P ROOF, AND WALL SHEATHING TO FRAMING in accordance with NFPA 13. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above each plate section. Plates shall be protected against decay and termites. 8D COMMON (ROOF) 12"o/c at interior Z U o 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. 8D COMMON (SUBFLOOR) supports (see note f) Ur 0 construction of such assemblies shall have an equal or greater fire-resistance rating. R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section TABLE R404.1.2(1) a. All nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing F- 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. 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), 0 z self-closing device. Doors from garage into habitable space: 45 min. fire rated with self - closing device or automatic - closing W MAXIMUM UNSUPPORTED 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. a 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 d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically ❑ Lu R302.5.2 Duct Penetration. Ducts 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 w'� (�� f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridcges, eaves and gable end U constructed of a minimum 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 58 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. W = W R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. 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 NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY W with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 constructed of o en wood oist construction. I- CD 8602.3 5 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a mlaximum of one floor plus P J >8 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY roof/ceiling assembly. 2x6 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum Z m shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY of two floor plus roof/ceiling assembly. Exceptions: Where designed by in accordance with accepted engineering practice or Z � id 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 8314 Smoke Alarms J areas. Garage ceiling: 5 8 type X gypsum board 8314.1 General. Smoke alarms shall comply with NEPA 72 and Section 8314. where the ultimate design wind speed is less than or equal to 130 mph, 2X62 grade stwds supporting a roof load with Z R302.9 Flame Spread & Smoke Density 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 R404.1.2(8) Minimum Vertical Reinforcement for 8, 10 and 12 inch Concrete Basement Walls 200. R30.9.2: Wall & Ceiling finishes shall have a smoke developed index of not greater than 450. Tested in accordance with ASTM g not more th•n 6 feet of tributary length shall have a maximum wall height of 18 feet when spaced at 16 inches on (7 0 0 07 center and 20 feet where spaced at 12 inches on center. � ...... ... I.... ... .......... ... be listed in accordance with UL 2034. MINIMUM VERTICAL REINFORCEMENT BAR 8602.3.2 To late. Wood stud walls shall be ca ed with a double to late installed to rovide oveirla in at comers and W E84 or UL 723. R314.3 Location. Smoke alarms shall be installed in the following locations. SIZE AND SPACING (INCHES) P P PP P P P PP 9 '� ER 8302.11 Fire blocking shall be provided in wood-framed construction in the following locations: intersections with bearing partitions. End joints in top plates shall be offset not less than 24 inches. Joints in plates 0 G\s ' EO 1. In each sleeping room. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as need not occur over studs. Plates shall be not less than 2 inches nominal thickness and have a width not less than the _U /� OB Iq 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH R ERT \ follows: (FEET) (FEET) Do not backfill with any soil containing silt or clay. width of the studs. C 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that WALL THICKNESS (INCHES) 9 9 F- j `I n_, ti� y�� 1.1 Vertically at the ceiling and floor levels. R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & Q ,.a-r AG m�, contains a bathtub or shower. bored hole limitations for exterior walls and bearin walls fi ure R602.6 2 Notchin and bored hole limitations for interior 3sY 1-, 1.2 Horizontally at intervals not exceeding 10 feet. 8 10 12 9 , 2. At interconnections between concealed vertical and horizontal s aces such as occur at soffits, dro ceilin s and cove ceilin s. R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent 9 ( ) 9 W I A, m is"% P P g 9 e 7 NR NR NR non bearing walls & figure R602.6.1 top plate framing to accommodate piping. 16 gage and 1.5 inch wide metal tie e: ; TABLE R602.3(3) TRUSS IDENTIFICATION SIGN U) ^ , Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) l'- (V 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 PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS ULTIMATE DESIGN 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: TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W MINIMUM NAIL PANEL NAIL WIND SPEED V ult CONSTRUCTION AND/OR TIMBER CONSTRUCTION o 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 on approved elastomeric material. y WOOD NOMINAL PANEL STUD SPACING REFLECTIVE RED 6 DIA. THICKNESS INCH 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 O U = SIZE PENETRATION STRUCTURAL (INCHES) EDGES FIELD CATEGORY a wall in the where the furnace is located, a utilit room or an a roved location inside the building. from the tank will cause damage, the tank shall be installed in a pan constructed of one of the following: PANTONE (PMS) IF187 Z r 1 L __N (INCHES) PANEL SPAN (INCHES) Y PP 9 �./ RATING (INCHES O.C.) (INCHES D.C.) TABLE N1102.1.2 (R402.1.2) 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. ^^ ,, 8 c D Insulation and fenestration Requirements by Component 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. O W " o Q, `m 8d 1.75 24/16 7/16 16 6 12 170 140 135 3. Other approved materials, V U 4--� ._ r- ` COMMON CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic an installed beneath a as-fired water heater shall be constructed of material having a flame spread index of 25 or EFT ECTIVE 'I� U �N r- q ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE P P 9 9 p � R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or Ptrusses U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH R VALUE less and a smoke developed index of 450 or less when tested in accordance with ASTM E84 or UL723. � RWHITE p N (including stories below top story) shall have the wall sheathing and fasteners designed to resist combined u lift and shear forces in accordance with accepted engineering practice. 4 EXCEPT " Z -0 °?Z m MARINE 0.32 0.55 0.40 49 20 OR 13+Sh 8/13 19 10/13 10,2 ft 10/13 Section 17101 Scope Z U �•� n;,iy 17101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 1/2"� 1/4" O L_ f'cn'o M R802.11 Rafter or truss uplift force. Q Lu cr-a n For rafters at 16"o/c in 130mph wind spec;. 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 U o u, (' Span (ft) 12 18 24 28 32 36 42 48 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 ❑ = ti - M Uplift Force # 117 149 182 203 226 247 281 314 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 EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN U U M c „ without compression. The reduction of insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 mz) or Solar DIAMETER,WITH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN W M Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24 o/c spacing. Increase x 1.32 for 140 mph. 20 percent of the total insulated ceiling area, whichever is less. photovoltaic or solar thermal system. COLOR.THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED N COLOR,CONFORMING TO PMT01 R702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in NI 102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl MATCHING SYSTEM(PMS)X187. _ accordance with ASTM C 1002 and shall penetrate the wood not less than 5/8 inch. a spaces shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Section 17103 Solar-Ready Zone SECTION 1265.4.SIGN OR SYMBOL P4 R702.4 Ceramic Tile. Exception: vertical doors that provide access from conditioned to unconditioned spaces shall be permitted to meet the fenestration 17103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED 11 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 81102.1.2 based on the applicable climate zone specified in Chapter 3. 17103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 mz) exclusive of ��EXTERIOR OF THE RESIDENTIAL STRUCTURE: FRONDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR materials listed in Table 8702.4.2, and installed in accordance with the manufacturers recommendations. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR F THE UTILITY 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 SERVICE 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 mz) TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN 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 MATERIAL STANDARD down to 10 feet (3048 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 mz) exclusive of access or set SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE Z 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. I OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE I O 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: F- Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127the doors shall be tested equipmentBUILDING CODE. , . ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE U FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBESTOS NONASSESTOS FIBER MAT REINFORCED 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 cl� TABLE 8703.8.1 construction documents. H Allowable Spans for steel lintels supporting masonry veneer 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 NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. Z 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: O 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. a.c (fiches) ABOVE ABOVE ABOVE D (EQUATION 16-8) U GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. L3x3x1/4 6'-0' 4'-e' 3'-O' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. D + L (EQUATION 16-9) W 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) O Ln^ L4x3x1/4 s'-o' s'-o' 4'-6' At least one installed at the front and back of dwelling units. D + .6W (EQUATION 16-12) LL u J CEILING/ ATTIC THE AIR BARRIER B ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced b a separate branch circuit that does not supply other outlets. At D + 0.75 6W + 0.75 S EQUATION 16-13 O ^/1 L5x3.5x5/16 lo'-o' 6'-0' s'-o' GAPS IN THE AIR BARRIER SEALED. g g P Y P PPY (• ) ( ) L � J L6x3.5x1/4 14'-0' s'-6' 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL least one receptacle outlet is required for each car space in a garage. �� BE SEALED. E 3902.14 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D = DEAD LOAD, L = WE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE Z \V) WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. WITH CHAPTER 26 TO 30 OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE 1:1v a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. CATEGORY B. c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. DESIGN LOADS: TABLE R301.7 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ROOF TRUSSES SHALL TCLL = 20 PSF PLUS U DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY 8703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: DOORS SEALED. THE FOLLOWING LIVE LOADS: ALLOWABLE ASCE7-10 , TCDL = 15 PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED 1. Minimum of 4 inches (102 mm) above the earth RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER ROOF: STRUCTURAL MEMBERON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashing of a minimum 0.019 inch (0.48 mm) or 26 gage galvanized or FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2(6) DEFLECTION � >-q plastic with a minimum vertical attachment flange of 3 inches (89 mm) shall be installed to extend a minimum of 1 inch (25 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". (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS Rafters having slopes greater than L/180 (►� FLOORS) 3:12 with no finished ceiling attached mm) below the foundation plate line on exterior stud walls in accordance with Section 8703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting SPACE SHALL BE SEALED. to rafters DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: FLOORS: 40 PSF ^ 0'` construction for the steel angle shall consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. w GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H 180 wood member abutting the vertical wall stud construction shall be anchored with not fewer than three 5/8 inch diameter by 5 inch P 2. LOCATION OF ALL JOINTS. 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/O 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 Floors and Ceilings W/ brittle finish W 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. 0 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. m r/'\ r � mortar or rout and extending into the veneer a minimum 1-1/2 inches, with not less than 5 8 inch mortar or rout cover to ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A Exterior walls With plaster Or StUCCO finish L/180 4.4. BOTTOM CHORD DEAD LOAD. v .I v 9 / g ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. ❑ [� outside face. minimum tie size= 22 US gage. Minimum tie fastener = Sd 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. ^ O 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. horizontal) and 24 inches on center vertically. from seismic provisions of code per Exterior walls with flexible finishes L/1 80 6. EACH REACTION FORCE AND DIRECTION. Y Y N1102.4.5 (8402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage P P R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at between conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate R301.2.2) 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR 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 ata 1.57 sf 75Pa ressure differential. All Lintels supporting masonry veneer L/600 EXCEPT WHERE SYMMETRICALLY ( / ) P ( ) P 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. U 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 Includes soil classes: GW, GP, SW, SP, SM, SC, 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall C402.4 (8402.4.6) 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. =11 not be less than 3/16 inch in diameter. Weepholes shall be located immediately above the flashing. single-family dwellings (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. H 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 IN THE TRUSS MEMBERS. and walls closer than 10 feet (3048 mm) to a building on another lot. Section N1103 (R403) of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. Exception: Walls perpendicular to the line used to determine the fire separation distance. Systems WOOD FLOOR TRUSS SPECIFICATIONS:N 1103. . . ng anng system. H U 8801.3 Roof drainage in areas where expansive soils or collapsible soils are known to exist: All dwellings shall have a controlled method of 1 (84031) Controls (Mandatory) At least one thermostat shall be provided for each separate heatid coolitem. AB B R EVIATI 0 N S WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF w water disposal from roofs that will collect and discharge roof drainage to the ground surface not less than 5 feet from foundation THE BUILDING CODE. walls or to an approved drainage system. N 1103.1.1 (8403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall A.B. ANCHOR BOLT 2 be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at D.S. DOWNSPOUT LT. WT, LIGHTWEIGHT RING RANGE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 8802.1.5.4 Labeling each piece of Fire-retardant treated lumber and wood structural panels shall be labeled per section 802.1.1. P 9 9 9 Y Y P P A.F.F. ABOVE FINISH FLOOR pTL DETAIL LT. LIGHT R.O. ROUGH OPENING different times of the day. This thermostat shall include the capability to set back or temporarily operate the system to maintain ADJ. ADJACENT ADJUSTABLE D (EQUATION 16-8) U 8802.4.2 Framing details. Rafters shall be framed not more than 1 /z inches (38 mm) offset from each other to ridge board or directly / EA. EACH LVR. LOUVER R. RISER zone temperatures dawn 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 + L (EQUATION 16-9) O opposite from each other with a collar tie. 8012.3 Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not with a heatingtemperature set point no higher than 70'F 21'C and a cooling temperature set point no lower than 78'F 26'C . E.J. EXPANSION JOINT L.T.LTLAUNDRY TUB RIND ROUND � 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 P P g ( ) 9 P P ( ) ALUM. ALUMINUM ELEC. ELECTRICALD = DEAD LOAD, L = LIVE LOAD, (51mm) nominal 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 ANCH. ANCHOR ELEV. ELEVATION MAS. MASONRY S.C. SAWCUT 9 Y P P EQ. EQUAL MAT. MATERIAL SCHEM. SCHEMATIC 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. ANGLE SHELF FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ARCH. ARCHITECTURAL MAX. MAXIMUM SHLF TCLL - 40 PSF, TCDL = tO PSF, AND BCDL = 5 PSF pitch is Tess than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and ceiling N1103.3 (8403.3) 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 SHF. SHEET joists, such as ridge beams, hips and valleys, shall be designed as beams. NI 103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches EXP. EXPANSION MECH. MECHANICAL SIM. SIMILAR TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L 480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". 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 greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other BD. BOARD EXT. EXTERIOR MIN. MINIMUM S.S. STAINLESS STEEL / / 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 EE. EACH END Sn, STEEL TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN 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 MO. MASONRY OPENING STRUCT. STRUCTURAL DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: members, cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturers Exception: Ducts or portions thereof located completely inside the building thermal envelope. BTM BOTTOM F/C FLOOR COVERING CHANGE MTL' METAL SUSP. SUSPENSION 1. DEPTH, SPAN, AND SPACING. recommendations or where the effects of such alterations are specifically considered. BLKG. BLOCKING SGD SLIDING GLASS DOOR 2. LOCATION OF ALL JOINTS. N1103.3.2 (8403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with section F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT 3. REQUIRED BEARING WIEFHS. � r � r• r Go 8802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be M1601.4.1. BRG. BEARING FDN. FOUNDATION NTS supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across BRK BRICK (NTS) NOT TO SCALE SQ• SQUARE 4.1. TOP CHORD LIVE L0� OR SNOW LOAD. FUR. FLOOR Q N N ti (V ed the rafter or ceiling joists at intervals not exceeding 8 feet. Exceptions: TB TOWEL BAR 4.2. TOP CHORD DEAD LOAD. 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. BSMT BASEMENT FP FIREPLACE 4.3. BOTTOM CHORD LIVE LOAD. O �i ri au �i O.C. ON CENTER T & G TONGUE AND GROVE R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0" and doubled over 4'-0" unless otherwise noted on plan. CL CENTER LINE F.R. FIRE RATED TGS TOP OF GRADE SLAB 4.4. BOTTOM CHORD DEAD LOAD. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall C.M.L. CONCRETE MASONRY UNIT OPER. OPERATOR 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 continuous) welded joints and seams, and locking-type oints and seams of other than the snap-lock lock and FIRM FRAME TFIN TOP OF FOUNDATION WALL R806.3 Vent and insulation clearance. Where cave or cornice vents are installed, blocking, bridging, and insulation shall not block the free q Y1 P- C.J. CONTROL JOINT OPNG. OPENING 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. FT. FOOT / FEET TYP TYPICAL 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 button-lock types. COL COLUMN OPT. OPTIONAL 6. EACH REACTION FORCE AND DIRECTION. p p 9 FTG FOOTING T TREAD 7. JOINT CONNECTOR TYPE AND DESCRIPTION the vent. N1103.3.3 (8403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TR (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) CONE. CONDITION GA. GAUGE OZ. OUNCE TOWEL ROD EXCEPT WHERE SYMMETRICALLY CONT. CONTINUOUS GALV. GALVANIZED TRPL TRIPLE LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. or below 55'F (13'C) shall be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). 1/R ONE ROD • Section 8807 Attic Access G.C. GENERAL CONTRACTOR 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. i with combustible ceiling or roof construction shall have an attic access opening to attic areas that 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. UNLESS NOTED OTHERWISE 9, CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY AND FIELD SPLICES. 8807.1 Attic access. Buildings g P GEN. GENERAL with ACCA Manual J or other calculated in accordance with ACCA Manual J or other approved heating and cooling calculation CTSK. COUNTERSUNK 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square feet (2.8mz). The vertical height shall methodologies. C.O. CASED OPENING PC POURED CONCRETE VERT. 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. GYP. GYPSUM VERTICAL z z z z z z be measured from the top of the ceiling framing members to the underside of the roof framing members. G•L• GLUE LAM PBD. PARTICLE BOARD VERIFY IN FIELD O O O o O O The rough-framed opening shall be not less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 CANT. CANTILEVER PL PLATE V.I.F. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v7 � co co 00 m International Mechanical Code as amended), the 2015 International Residential Code as amended), or the New York Cit C.T. CERAMIC TILE HGT. HEIGHT W WASHER � 5 5 � � > hallway or other readily accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 ( ) ( ) y CLG. CEILING HDWR. HARDWARE PNL. PANEL W WEFT * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING w W w Construction Codes, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have PWD. PLYWOOD / ASSEMBLY, DRAFrSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFfSTOPPING SHALL � W inches high (559 mm wide by 762 mm high). Where the access is located in a ceiling, minimum unobstructed head-room in the automatic or gravity dampers that close when the ventilation system is not operating. C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY VVp• WOOD DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W.W.F. WELDED WIRE FABRIC � D DRYER WO OR W/0 WALKOUT MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: members. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics. HR. HOUR PR. PAIR O Section N1104 (8404) Electrical Power and lighting Systems HDR. HEADER PROD. PROJECT / PROJECTED FLOOR FRAMING IS CONSTRUCTED OF TRUE`;-TYP OPFN-WEB OR PFRFnRATFn AdFMRFRS c, PENNY WNDW WINDOW MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1 2 INCH GYPSUM BOARD, 3 8 INCH WOOD STRUCTURAL PANELS. o Section 8902 Fire Classification N1104.1 (8404.1) Lighting and equipment (Mandatory). Not less than 90 percent of the permanently installed lighting fixtures shall contain only HB HOSE BIB PSI POUNDS PER SQ. IN. / / a R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C high-efficacy lamps. DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQED TYPICAL ROOF & FLOOR TRUSS NOTES: DIA. DIAMETER P.T. PRESSURE TREATED r- roofing shall be installed in jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3DLR. DIRECTION INGR. IN GROUND 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 INSUL INSULATION QUAD. QUADRUPLE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF UL 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 l.._. R 902.4 Rooftop mounted photovoltaic panel system. 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 pW I.S. INSIDE CORNER REF. REFER TO REFERENCE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. Z W DISH WASHER RMS. ROOMS * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT IWOOD MEMBERS CLAMPED IN RIGID W shall be tested, 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 pyyG, DRAWING �• JOINT RELINE. REINFORCING,REINFORCED FIXTURES 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. DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 2 � co KSI KIPS PER SQUARE INCH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS I L 0 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 O j R 903.2.1 Exposed wall flashing required to have a kick-out where the cave 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 RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE 1THAT ADEQUATE BRACING HAS BEEN O m DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS -1Q wall assembly. not more than 20 feet (6096 mm) long measured along the centerline of the passageway from the opening to the appliance. THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE W F--I R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's specifications, to maintain product warranty. Carry down M1307.3 Elevation of ignition source. Appliances having on ignition source shall be elevated such that the source of ignition is not less CONNECTED WOOD TRUSSES. 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 OF A O U o temperatures of 40 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 REGISTERED DESIGN PROFESSIONAL P g g P q P ( ) ry g / GRAPHIC SYMB0LS Z 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 S RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE 1THAT ADEQUATE TEMPORARY BRACING HAS (9 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. o 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. Q LUz slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double ® STRUCTURAL CALC. REFERENCE WORK PERFORMED SHALT COMPLY WITH THE FOLLOWING: Cn underla menta application is required in accordance with Section R905.1.1. G2415.7 (404.7) Protection against physical damage: Where piping is installed through holes or notches in framing members and the piping DET DETAIL REFERENCE - All general notes unless otherwise noted on plans or product specifications. y PP q SHT - All applicable state & local codes, ordinances and regulations if any. ❑ Z w R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 is located less than 1 X inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be c� 0105 inch 3 mm shank with a minimum 3 8 inch diameter 9.5 mm head, complyingwith 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 FLOOR FINISH CHANGE - In areas where the drawings do not address methodology, the contractor shall be bound to perform strict W cn gage � ( )) / ( ) 9 compliance with manufacturer's specifications and / or recommendations, W `" penetrate through the roofing materials and not less than % inch (19.1 mm) into the roof sheathing. Where the roof sheathing is not less than 4 inches (51 mm) to each side of the framing member. Where the framing member that the piping passes iii W less than /. inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. 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 CD 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 less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DET DET and report any and all discrepancies including any dimensional conflicts, immediately to architect for I= inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member. _ _ _ BUILDING SECTION corrective measures prior to construction. z m or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on 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. ;E � W the vertical side wall, the vertical leg of the flashing shall be 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. < # }-o PARTITION TYPE - The general notes and typical details apply throughout the job unless otherwise noted or shown. Z g 9 v provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashin shall be G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontall �/ - DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the (D o o Co P 9 P 9 9 Y 9 PP• Y P 9 . P 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 V5 . "1111 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. W -- overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than k inch (6.4 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 O G�STE EO 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 some character as for similar conditions that are shown or noted elsewhere on ,e �Ro FRT q'Q deck at no more than 12 inches 305 mm o.c. with fasteners as specified in Section 8905.2.5. Underla ment shall be installed hour shall be installed with a 9 inch vent termination clearance. ( ) P Y the construction document set. Q :)\e ,� ,, cy � - 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 PP P P - All work is to be performed in a professional manner and in accordance with best practice and consistent m. 'I \il-u r` �� 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. Z e'Y " z n and 4 of this code. 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 Section G2439 (614) Clothes Dryer Exhaust - The architect has not been retained to perform framing inspections and / or field inspection. The architect U, F than 3 feet above the highest point where the chimney asses through the roof. 11 is therefore not responsible for any and all conflicts including weatherazation, water proofing and framing 9 P Y P 9 G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems ;, m( shall be independent of all other systems and shall convey the moisture and any products of combustion to the outside of the with respect to the construction documents. 02 T Section 81004 Factory-Built Fireplaces building. PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT REGULATIONS OF THE COMMISSIONER ❑ \() X810 R 1004.1 Factory built fireplaces 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 ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE �;'JV 0..... ••.•...........: 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 A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING JOB NUMBER-- 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. 2 0 1 6 0 2 3 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings �T is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric UNITS 11 3 (MODEL Al ) t,J� W material shall be installed in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving CI) SHEET NUMBER Energy Efficiency as a vent terminal shall not reduce the required internal cross-sectional area of the vent pipe to less than the internal = N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cross-sectional area of one pipe size smaller. 0- 1-12 cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 mz) throughout 114 (MODEL Al ) 1 the atticspace. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam Cn thickness and installed R-value shall be listed on certification provided by the insulation installer. W 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, t/) 66-20 X 24"MR CONNECT KING STU05 TO TOP PLATE F- ATTACH TO EACH PAR �W X 2t MR 6F��RAFfFRb ROOF FRAMING' WRAP I-I/4"X22 GA.6ALV.COIL STRAP -2X4 OR 2xb WCC ,, ATTACH TO EACH PAR 2x AGQ LEDGER LAC,/2-3/8"x5" LA DBPL L TOP ATE OVER TOP OF TOP PLATE AND NAIL CRIPPLE STUDS or OP o%o RA TMS ROOT` R BOLTS o 16"or, INTO STUD' Ib"O.G. C) SEE PLAN 'EE PLAN 2X BLOGKIN6 RO 51MP50N 5TRON6-TIE Q w , s A35 a EVERY RR AT 2 END BAYS 2X4 STUD WALL OR CEILIN6 J015T OR Q U a_ LKS `Ri-- N 6TRlAJ� 6t,PSOPI STRONKi -- TRU55 BOTTOM CHORD �A&E END � 51MP5oN H2 CONNECTOR®EA L v ca -TE H25 TE Hb ° 51N1P50N S1RON6 TIE H2 819 NAILS IZD6E STRMr 5ttfU_pE ATTAGtt®TO EAGti PAR OF Of�P�iIN6 RAFTERS. ALTERNATE TO RIDGE STRAP, 51 0 EV STRONG-TIE TYR 8d NAILS TYP. H3 O L,/ERY RR RAFTER TO STUD AND KINGS U GAlNR WI (EIONIRM -�-' a� XL�TRRA STRAPS ARE NOT REQIIRI� TES XPROVIDE 2X4 COLLAR TIE AT Na ALIGNED) FOR USE WHEN STIRS AND USE IN GOPBINATION MY WN 57Wr AND NNWDli OR 2X411Nn ARE LOCATED IN THE UPPER THF-9 C,7=THE Uccp UPPER THIRD OF THE ATTIC,SPACE _ •� _U > •: N o ATT10 6PACE AN)ATrmm TO EACH PAR TS Or RAFW/4Vd MALS &16N -RAFTS DO NOT AL16N W 4 lod AT EACH RAETER) EACH STUD,,SEE STRAP AT U) •� y+- Z- L5026 FOR 2x6 LW26 FOR 2x8,2x1O,OR 2x12 DETAIL 4 Z U d � �n Q W C M FRAMED = ` G WI OR El (� M r 00 - RIDGE STRAP DETAIL / -RID-RIDGE L E STRAP DETAIL U2&0 N RON6-TIE 2x4 2X6 oR D0m ' (FOR CATH.CL65 WITHOUT GOHAR TIE5) / (WITH OR WITHOUT COLLAR TIE5) U28® EVEERY GJ STUDSS® I6"O.C. 2x ACQ LEDGER W 3/8"x5"LA6 NO SPECIAL FT d ��•. 2 N.TS. LOCATE:AT // 3 KTS. LOCATE AT EVERY RAFTER BOLT o Ib"or- INTO STUDS STRAPPING TO BE 1-114 X 22 GA. CONNECTORS �- SWv-,6N STRONG 51vP�ON STRONG / " IN THIS AREA 6ALV.,SEE DETAIL 4/191.ALL STRAPPING TIE LT5 POR y� 9R50N 6iR" w NMS TYP.f IOD MAY DE Lop r APPLED / I-OI GH IRO0F GABLE END WALL TO BEAR A MIN.OF 10'ON FRAMING. ���� O�� ����� �/ �ZT!RAPPING DETAILfoR,�NAwLS s mss , USE IN GOIyBINATION ONLY WHEN STUDS ATb DETAIL AT ATTIC5 ALI6N � IO I I `RAFTBt�i DO NOT ALIGN N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE DETAIL WI(ONE STORY)OR ONTO STUD (� ROOF RAFTER HURRI DANE TIES`\ • AT WALL BELOW(TWO STORY) I `\ Cn Cn KTS. LOCATED AT EVEIZY ROOF RAFTM Z \ ATT I G STA o • PP I NO DETAIL 0 ' +PSA P i2 FOR FRAME GONNEGTI ONS o 1n • 4 DI N.T5. 2ND FLOOR M5Tb4W o �� m / PRE-DENT Bl(2)2x " " " 4-Ibd FACE NAILS FROM Z (v L / STRAP �4x PROVIDE 3X3,{6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ �.J MSTCAW SEGURED BY WOOD 51LL PLATES. COLUMN POST TOP ANCHOR PW-W 51MP50N PAB OR 5B ANC+IOR BOLTS MAY BE U5ED IN LIEU OF STRAP START NMS THREADED ROD W/WASHER PLATE. F E3D LENGTH // KT5. LOCATE AT EVERY COLLMW&1f7Z R CONPEECTION �UP SEW PROVIDE 3'X6'X03b'6ALV.STEEL PLATE W/ r MH NMS b-bD NAILS AT CORNERS AND INTERSECTING (4)NM5 MR IN i - WALLS. 3'X12"X036'6ALV.STEEL PLATE W/ tt LENGTH(T`IP) l --NO MALS 12-W NAILS WALLS HHERE TAT BUTT JOINTS IN STRAI6HT THERE 51N6LE PLATE OR HEADER 5I I 0 NAILS EACH END PAT AFAR�� I 2X6 KING STUDS MAN): EACH JACK STUD100/ I"�•� ORE AT SPANS UP TO b FEET CLT LB<6TH ` / f n " 24'MINIMJM LAP SPLICE TWO FOR SPANS 6 TO 12 FEET P_=/t 5/8 0 A3OT ROD THREADED 6 BOTH ENDS. T>�FOR SPAN5 I2 rO 16 FEET 2Xb JACK STUDS N.O.N): O 12-16D MIN.NAILS���� G BOTTOM 3/4"AND I'ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS ONE AT SPANS<b' DISTANCE 1/8 EW tBdbT>i IST FLOOR NAILS AT ALL SPLICES TWO AT SPANS FROM V TO 12' r MN , THREE AT SPANS>12' W SIMP50N POST BASE cv to I ABU44 OR ABU66,5�PLAN 2"X3/8"X3'WASHER PL W/NUT EACH SIDE UNLESS NOTED OTHERWISE ON PLAN Q (4)""�"'R� G5-22 COIL.STRAP I UPPER STORY SHEAR � V n"Limb I 1 - WALL TO GIRDER m I -- BELOW GONNEGTION ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR HALL ❑ W 4 FLOOR TO FLOOR TIES I l FOR 5ET BAGK WALL5 HDU HOLD-OOHN5 AND 51RON6 HALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL N.T.S. LOGAT®AT EVERY STW In'4, ANCHOR BOLT HJ/T• HEADER GONNEG T I ON � _ I \ FOUNDATION tMHIt11MB,13E0hENTOREXPANSION ' KTS. 14 I Ib COL STRAPS LtM SHEATHING MWM bd C64+A40N(ON x 25"LOTUS)NMS. I \ BOLT ry 5'MINIMUM EMBEDMENT N.TS. \ N.TS. r COL STRAPS M 65M%PR04t 10d Cavf"(ONE x 5'LfJNb)NNS. I \ I `\ COUMN P05T BOTTOM ANCHOR `\ 0N.T.S.L LOCATE AT EVERY coLUMw 6LRD®Z GOMIECTIC)N ,r�r F,IrT>3t,fH�t,� ALLOWABLE HOLES - I r0 MT VA1tY&'K W NAIL 0 b'0/G AT ALL PANEL ED6E5 \ RM bd Wo TM-NMm IbD NAIL a 24"0/C, 1619 NAIL®24"0/G I- A5 Ht wrL,.L 51MP50N HGP HIP HIP RAFTER' N6"05B OR PLYWOOD LVL icrol Iams LVL Headers and Beams w PW R*TM SEE PLAN 5HEATHIN6 (4)NAL-,MN N CORNER TIE INTERIOR 1.3E TimberStrand® and NOTE,WNERE 24'WIDE MMIMJM FIAT HEIGHT LSL hole zone Parallam®PSL 2 x diameter of the X depth U WALL RETi1RN 5 PROVIDED AT EN05 OF hole zo large:st hole(minimum) o D."LBJ6TN(TYP) BRACED WALL.LINE TRE 8"HOLDOVdl MAY BE ELIMINATED. PROVIDE TWO(ONE AT FAGH 13/4'MIN Ir LENGTH(MN) " SIDE)GS 22 STRAPS IV DETAIL 4 IN LIEU OF I BP WASHER j SD NAIL®b'O/G - _ - L5TA3b STRAPS SHOWN IN THE DETAIL NAIL SHEATHING TO ° o AT ALL PANEL EDGES, INTERIOR d T ° _ _ T- - - - - - T EXTERIOR GYPSUM BOARD I SILL RATE ry ba 2x AGQ SILL PLATE. DOUBLE o NAILS a 4'0/G SILL AT Rlu.BA5ER1ERfi5 J ?'MINIMUM 5/8 DIA STEEL ANCHOR --- -- SD NAIL a 12'0/C,AT ALL BOLTS MAY.2'-8.O.G- tz 10�v�y Microllam® LVL and El 18 MMENT EXTEID BOLTS MIN 7'INTO CS-22 COIL STRAP A%STRAP TO Kr m MEMBERS NOT AT PANEL EWES Parallam®PSL FOK WITH T16HTENED NJT! allowed hole zone 3'x 3"WASH ER TO EACH BOLT. (2)Z X , 5tip�,pN LTP4 RATE TUMID TO " middle)/span PROVIDE TERMITE SHIELD 5111 WSW CA.sw 15/32 055 OR LSTA36 IN/10-lod NAILS 54 GONTIMbUS BAR SEAL AND MAINTAIN 8'MIN. 511 RATE RM AAD SILL RATE A(i 0/6 AT M WrER M M PLYWOOD SHEATHING IN51C E CORNER OUTSIDE CORNER INTO STUD ABOVE AND LOCATED F TO b 1 p TO FINISFIED GRADE FROMvrLttY Hac Nrtcrs d 1.3E TimberStrand® LSL allowed hole zone d r- r` r- BELOW(2 EACH GORNfff{) FROM TOP aF WALL NAL AS Hid TWIM wrc4A PLAN VIEW PLAN VIEW .- .- ti � o0 NOTE' General Notes a N N ti N OR Tall=2980~ EXTERIOR HALL TOP r N CO d0 N 5th FOUNDATION PLAN COIL STRAPS UNDER 5FEA1HIN6 PROVIDE-8d COMMON(0.131 x 25'LONG)NAILS.COIL �- I�I� G�1"�� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded STRAPS OVER SHEATHING PROVIDE=IOd CANNON(0.131 x 3'LONG)NAILS. x LI�J DEPTH HOLE SIZE headers and beams only. LAY-OYER OR FALSE VALLEY PLATE HIP GONNEGTI ON nd STORY GORNER GONNEGTORS 8 TYPIGAL ANGHOR BOLT a 5TUD TO RIM .�015T TO SILL PLATE 5T-RAPPING DETAIL WALL FRAMING 4 • No holes in 5Yz" 13/" • No holes in cantilevers. -� I� tLTS. I8 7%"to 20" 2" • No holes in headers or beams in lank orientation. 1 LOCATE AT EVE92Y STUD KTS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill KTS. LOCATED AT EVERY CORNER PITS. LOCATION AS NOTED KT5. N.TS. N.TS. P holes in headers except as Indicated/n illustrations and tables. tri Z Z Z Z Z Z A MINIMUM OF TWO BRACED WALL LINES(BHI ARE REQUIRED IN EACH DIRECTION OF A BUILDING. BI-LS SHALL NOT BE SPACED l7(TENDED STRAP AAD WALL aEATHIN6 fl EXMfW STRAP APD WNL StEATH1Nb n O O O O O O MORE THAN 60 FT APART. WALLS WITHIN A BHNL SHALL NOT BE OFFSET BY MORE THAN 4 FEET FROM A BWL. BWL LOCATIONS ARE r>o TO TOP C,1=PONT'WALL F LLw�_� ( NOS, TO TC•P Gr PONT'WALL F USED�I 1 S 5 5 S 5 co INDICATED ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE Cu Cu 4f Cu Cu Cu `.,frP`•.�GN MTV H0. M AT(5-WSP ARK Y A BRACED WALL PANEL(6WP)SHALL M61N WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETPM ADJACENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER WALL END PANELS(TYPE A)HDU AS REQUIRED EDGES OF BHP'5 SHALL NOT BE GREATER THAN 20 FEET. THERE 5HALL BE A MINIMUM of TWO BHP ON EACH BNL EXCEPT AT ® AT MWEP WNL DETAIL G APD R WALLS< 16 FEET LONG MAY HAVE ONE 48'OR LONGER BW. BWPS ARE TYPICALLY CS-H5P SHEATHED BRACt�WALL PANELS o ® (TYPE A)OR 6YP5UM i3oARD e5(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BW TYPES A GTNT1M101/5 TO OUlT51DE OF PAIS N ® 8-IGD ALILS AT DTTIZ AND B DO NOT QUALIFY DUE TO MINIMUM LEN6TH REQUIREhENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. / o ® BWP TYPIC ARE INDICATED ON FLOOR PLANS. ® 3/8'0 THREADED ROD Z z V J ® G5-H5P GONTINUOU51-Y SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET THE MINIMUM LENGTH REQUIREMENTS OF TABLE R602.10.5. NAIL X'MINIMUM WALL CONTIM/o ItVi MIN DEEP HEADER TO CONTINUOUS IIV4"MIN DEEP HEADER TO KALL R RETURN 1154PR�DENg'�OF SHEATHING WITH 8d NAILS 0 6"0/0(EDGES)AND 12"0/0(FIELD)AND PROVIDE 2X OUTSIDE KIN6 5TUD(SEE PIAN) OUT5IDE KIN&STUD t5 PLOW PR8 AGE � GS WSP BRACED WALL LINE THE 500# BLOCKING AT ALL UNSUPPORTED PANEL EDGES. PROVIDE 800 POUND HOLDOWN FASTEN j'5HEATHIN6 TO READER W/ FASTEN J'SHHEATHING TO HEADER W/ Z HOLDOWN MAY BE F1 IMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL LINES THAT DO NOT HAVE a bo NAILS a 310/G IN EACH DIRECTION a bo NAILS•3'O/G IN EACH DIRECTION WALL MIN PANEL W EITHER A,24"MINIMUM FULL HE16 4T WALL RETURN OR A 48"MINIMUM BHP. Ill SIMP�.ON LSTA24 STRAP ON BOTH SIDES AND 11J SW-CN LSTA24 STRAP ON UNSHEATHED HE169(FT) WIDTH'L" TRIM TOP OF PANEL�A5 REQ-0 2 0 TABLE Rb02.105 MINIMUM LENGTH REQUIREMENTS OF GrW5P EACH OF HEADER TO JACK STIR HU 16-100 NAILS FACE W/I6-IOD HALLS 9 32' 6-114'SD!5 SCREWS Q w CL >- FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP R ATE TO HEADER 22 F- � n m O RC>VL5 OF 16d NAILS 0 3'0/G Z ROMIri OF Ibd NAILS 0 310/6 10 8" PORTAL BON SIDES(4 57RAP PANE) ; !�1 Y CONTINUOUSLY 5HEATHED B P �' FROM ED6E ON J WALL AJAGENT a-EAR MINIMUM LENGTH OF HEIGHT(FT) OPNG HEIGHT BRACED WALL PANEL (2)JACK STUDS MIN.OR PER PLAN uj IMP50N CNW COUPLER NUT <b4" 24' (2)JACK 5T11Dr MIN OR PER PLAN 12 42' r 8 64'TO 80' 32' H 6LOGKIN6 AT PANEL E06E5 V U 13 BLOCKING AT PANEL E06E5 O MOCKING AT PANEL EVi SIl PSON`S-66 STRAN6-YW L 5B Z Q 80'TO qb' 36'« H PANEL SHALL HAVE A l EN6TH'L'OF NOT PANE.,VMFY PANE. 15 PL"6 (' <64' 27' GYPSUM BOARD "6B"BIRACED WALL PANELS(TYPE B)SHALL BE PANEL SHALL HAVE A LCN6TH'L OF NOT lY LC55 THAN 16'FOR OPE STORY AND 24'FOR f LESS THAN IV FOR b FT WALL,I8"FOR 4 U) �� w 318'4,ANCHOR BOLT OR q 64'TO&0' 30' 48'MINIMUM IN LENGTH ON BOTH SIDES OF HALL PER TABLE FT HALL,�20"�A 10 FT�� Q FIRST FLOOR OF TWO STORY APPLICATION. NOTE:DETAIL APPLIIE5 TO W O APHE51VE ANCHOR 80"TO qb" 41' 8602.105. SECURE)'6YFP5UM BOARD WITH bd COOLER NAILS, PLAN FR ACTUAL L@I6TH. SE PIAN FOR ACTUAL LENGTH. BOTH ENDS OF READER Z <64' 30' .0915"X IYe"6YP5UM BD NAILS,OR.098"X I%"ANNULAR RINGED IF WIDTH TO HEI6Hr DIM13601,15 ARE �L F WIDTH TO HEIGHT DIMENSIONS ARE cn • ° 1 NAILS a T'O/G(EDGES)AND l"O/G(FIELD). BLOCKING 15 NOT EXCEEDED THEN DETAIL IF'TO BE USED. EXCEEDED THEN DETAIL ii TO BE U5lED. � ❑ W 10 64 TO 80 30 • 60"TO q6' 38' REQUIRED AT UNSUPPORTED PANEL EDGE5 WHEN PANELS ARE N IF CONTINUTII9 HEADER 15 USED OVER IN5TALLED HORIZONTALLY. PROVIDE JOIST OR TRU55 OR FULL 9 'Partial credit for Panels 36'to 48"wide per 8602.1052 tEI6HT BLOCKING DIRECTLY ABOVE AND BELOW TYPE B WALLS. X X g ' � � lYP I GAL HOLD OWN DETAIL AT Q ONE JACK AND KIN6 51UD5 Q ONE JACK AND KIN6 STUDS "L" ErG>1A2:TO J CONTINUOUSLY SHEATHED WOOD TWoluN65TUD5 h FASTEN IA6'51EATHIN6 TO EACH STIR FASTEN IA6"SHEATHING TO EACH STUD A STUCTU RAL PANEL "CS-WSP" -TYPE A B GYPSUM BOARD "G B" - TYPE B AND SILL W/DD COMMON NAILS o V OIG AND SILL W Do COMMON NAILS o 31 OIG } FRAMED FLOOR o FASTEN 1/I6'SHEATHING TO 57W Z r ) NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL Wr 8d NAILS a 4'0/C Z V J w KT5. PORTAL DETAIL"G'ONLY APPLIES SCREWS IN 170UBLE END STUD 5195 5GRB LS IF No FLOOR ABOVE Z O TO 2 FT TO IS FT WIDE OPENINGS. SIMP�SON FM HOLD"W/K-1/4W5 51M350N HDU2 HOLDOWN W 6-114' Z PflU4 HOLD"W 10-1/4'5195 Q TABLE 602.103(1)BRACING REQUIRINTS BASED ON 140MPH TABLE 602.103(2)WIND ADJUSTMENT TO PANE TO 51T DIRECTLY ON TOP OF WIND SPIED,EXP05LIRE B,3o FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION 5GRE LTi IF FLOOR ABOVE. CONCRETE POUNDATIC7N WALL -- SNVP5ON DTTIZ HG1.D17PM AT 66-W WAaP WALL HE16HT5,AND 2 BRACED WALL LINES ADJUS_ BOLT WITH Ti PL WASHER 1/2'0 ANCHOR OR EXPANSION BOLT W BASED ON SUPPORTIN6NT STORY GONDITION ADFACTORT 2-1/2'0 ANCHOR OR EXPAP510N BOLT D \S�E �O WALL 13�D PANg.S(TYPE A)EDU AS REQUIIRID OVER m AT DRK.ED WALL PETALS G AAD R STORY BWL SPACING GONT METHOD R4 BAR GOVT IN TOP of Go►4GREIE CONCRETE HM BAR GTNt IN TOP OF GTNGRETE TIE `� �,Rn ERT �C m SHEATHING EXPOSURE CATE60RY ONE STORY G 12 FOMATION FOUNDATION FOUNDATION C S �� _ S-IOD NM5 AT DTT)Z m TOP 10' 2S' 55' EXPOSURE CATEGORY ONE STORY D IS PAS 18 ANCHOR BOLT OR 3e THREADED SOF CONCRETE FOUNDATION 51MIPSON 587/8X24 OR PAM-0 ANG410R � e m EXPOSURE CATEGORY TWO STORY G 1.3 EXTEND WALL SHEATHING OVER RIM JOIST ROD W/WASHER PLATE,SEE DETAIL 15A71 PAB5 IB AFJGHHOR BOLT OR%'THREADED BOLT OR Ye'TtiREAD[� ROD, ., t z m TOP 20' 5.01 10.0' EXPOSURE CATEGORY TWO STORY D Ib e Z OVER ROD Wi WASHER PLATE,SEE DETAIL 15A71 SFJ=DETAIL 15/191 •K,; ROOF SAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL 1196E TOP 30 1.0 145 FRAMED Wwl1 PORTAL DETAIL TYPE D ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.102%)MINIMUM L.ENOT14 WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL HAS U2 TOP 40' Q.0' 185' ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REGiI11REMENTS FOR 13RAGID WALL PANt15 AT BRACED WALL LINES. Y1Ml TO GONTRIBl1TING LENGTH OF 48'TOWARDS R602.103(U MINIMUM LBJ6TH `IM"�N STROfH(rWALL R&QI11RE5 EN6IN�RID DESIGN TO 3810 ROOF SAVE TO RIDGE ROOF+I FLOOR 20 FT 13 115®ON Ph%T MOOR APPLICATION ONLY. R aUIRET ENT'5 FOR BRACED WALL PANELS AT BRACH?WALL LINES. TO DETERMINE PARE SIZE AND ANCHOR BOLTS FOR ❑ iC` TOP 50' 11.0' 23.0' ROOF EAVE To RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DESIGN wlNv LOAD AND CONDITION n/E W�(O ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP I TOP 60' 13.0' 215' ii ii JOB NUMBER WALL HEIGHT ANY STORY 8FT O.q CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL ABW SIMPSON STRONG WALL 3/8'4,ANCHOR BOLT OR WALL HEIGHT ANY STORY 9 FT O.qS ADHESIVE ANCHOR BOTTOM OF 2 Io 5.0 105 HALL HEIGHT ANY STORY 11 FT IA5 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D E DETAIL - TYPE E DETAIL - TYPE F 2016023 WALL HEIGHT ANY STORY 12 FT I.I $'.::•;a o`I:bot'° BOTTOM OF 2 20' 9.0' 19.0' NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W Q SHEET NUMBER 'e °5 0.. .• HIMBER OF Dt PER PLAN DIRECTION AT STORY 3 13 BOTTOM OF 2 30' 13.0' 215' Nlt�t of BVL PER ALAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 36.0' N�OF 13WL PER PLAN DIRECTION AT STORY 5 OR MORE Ib IL GYP IE FINISH O OD C FROM INSIDE FADE OF BHP 1.4 (_2�113RACED WALL PANEL DETAILS HOLDOHN DETAIL AT SLAB BOTTOM of 2 50' 21.0' 44.0' APPLIES TO METHOD G5-w5P ONLY 2� KTS. GYP BD FASTENING ANY STORY 4"O/G O.? D-1 NOT TO SCALE UNITS 113 (MODEL Al ) & 114 (MODEL Al ) - BOTTOM OF 2 60 25.0 525 APPLIES TO METHOD 6B ONLY (n W D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED z n 1 Z W E 8 U CM.2"x4"ASCKINh TYP.WERIOR WAIL Q rx4"GUfWm3t5® Ir OL.- 2 FRAWfD 50FIf 4 67 0W w U ter+ ca -fir D ROCE5 TO AL16H M06B TO ALIGN (2)Z xC dIXKIN6 L + 1 1 4 ■ 2 C10,41} RID6E VENT DY L1l ftm C6 (n :E RID6E VENT b b � Z (xr TRM Q L N a ai TYPICAL ROOFING: ARGHITEG ITl1RAL SHIN6LE5 = ti N coo ARCHITETYPICAL ROOFI.5HIN6LE5 Cxb"FASCIA U o m 4 1�5/�#FEI.T UNDERLAYWNT 15#FELT UNDERLAYMENT I)T PLYWOOD SIfATtM6 ❑ () M V20 PLYWOOD SHEATHING 6'AZEK TRIM 6'AZEK TRIM 1/2'PLYWOOD 5HEATHING —(x4"TRIM t2 AI.I 12 4• b• Il 12 I 12 1 12 DENTIL BLOCK SDTLBbxbxb MnL BLOCK#DTLB6xbxb 12 -�120N'OR AL BY "'OR EQUAL 12 rGABLE END DETAIL I b'AZBC TRIM 6, �Jlb �12 12 � � � . , b'AZA TRIM -L12 12 OH. OH. i Ik b'AZEK RAKE BD HN/ m -��' `� b'AZA TRIM �^ 15c 5'AZEK TRIM trYPJ 12 , ^""'"''`!'' I � Ffl 12 1,1' 3''AZC-K TRIM f1'rnJ �� N.T.S. AI b'AZEK RAKE BID W IT] ;�� Z z O c+ b'BLIND FLA5HN6 ROOF 6'HHISH BLIND ROOF b'BLIND FLA5HIN6 i� U HL FLASHING EFU- STANDINSST h�1ETAW ROOF a' METAL SEAM xb,FASCIA BD. � METAL ROOF - � Z O 'AZEC ALIGN 6 BLIND b. BEDROOM#2 PL HT U BEDROOM#:PL HT � 6'BLIND ALIGN -- I'-0' b FI A5HIH6`^` FASCIAS ���. FA5GIA5_:.�FlA5HIN6 ^' OH. _ OH. ON. A LL L( 1'-0' 1'O' a' I- I Hill 11 1 OH aH. OH O m � e ❑ Qji C) 4 a TRIM BD I I rnIM BD = Q m OVER GIRDER i I 4 4 I , 4 OVA 4 Q ff Q P , I i I A FIN. IST FLOOR I FIN. IST FIN. IST FIN. IS O'-0" 00 111111,11, FIN. IST FLOOR FLOORELEV-O 10'SQUARE HBd6 PERHA CAST bxb P.T.POST NTH SHHI bxb P.T.POST WITH SIMPSON 10'SQUARE HBd6 PSM CAST O 00523/6 POST GAP ANChM t I I I I I I 00523/6 P05T GAP ANCHOR t L COLUMN#46382 W/SQUARE COLUMN#46362 W/SQUARE FLAT GAP d BASE(OR EQUAL) I S� T� I I I I I I 5HP50N A>r6P05 ) I FLAT GAP t BASE(OR EQUAL) I I-- -GORNER COLUMN TO BE I CORNER COLUMN TO BE w PROVIDED W/5PLIT KIT PROVIDED W/5PLIT KIT I r I i I I I I 4 m JIM UNFIN.BSMTFLOOR_ - - - - - - - - — - - - = - - - - - - - - - -- - - OL L - - - - - - - - - - •J- - - - - - - - - - - - - - - - - - - -- y- - - - - - - - - - - - - - - - - - - - - - - - = - - - _ - - - - _ - - - - fL00R I� - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - — — — — — — — — — — — - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U FRONT ELEVATION FRONT ELEVATION 3 = I� 3 6 = I-0 UNIT 114 UNIT 113 Z W MODEL Al (HOLLY) MODEL Al (HOLLY) 0 MOISES,TO ALIGN MOISES TO AL16N _ _ 4 4 W r r.- .- ao RIDGE VENT RIDGE VENT IT ~ M N ti N CR Zi 41= 12 12 t 135 2 t 135 GRI 3135 t 135 I 12 AI.I 12 O O O O O O 12Z. 12 12 112 V5 to (A Z5 0 65 12-��,II'-O' �2 INSTALL ICE t WATER SHIED ON. ON. 12 12 OH{• q{ 1 INSTALL ICE t HATER SHIELD PER MANJFACTUR�S 12 D 12 12 P�MMd1FAC1URB25 5PEGIFICATION5 TO MAINTAIN 12 12 co PRODUCT WARRANTY Ixb FASCIA BD. PRODUCT WARRANTY MAINTAIN o b'BLI1 DST +� s b'AZA 6'BLIND � o CSI€ LA5HIN6� FRIEZE W. PLA5F11 APPLY ICE t HATER SHIELD IN FAIR c� APPLY ICE t WATER SHIELD N FAIR WEATHER WHEN THE AIR ROOF DECK AND W ATHHER WI N THE AIR ROOF DECK AND - r MEMBRANE ARE AT TE•PERATURE5 OF 40'F MEMBRANE ARE:AT TEMPERATURES OF 40'F (5'G)OR HI6HHB2 (5'6)OR H16HER. -- - - - . - T BRKFST PL HT MSIR BDR _MSTR BDRM _ BRKFST PL HT F-- - PL HT -PL HT Z r^ ' I'-0' - W V J OR I'-0' 11\111 1-6 EXTERIOR HAI i OH. t � - - OH. Co. � OH. � 0 EXTERIOR HALL O O m -HARDIPLANK 51.11 L SIDINGIb' I'-0' 50FRT -NARDII'LANK SHINGLE SIDING "'1 -TYVEK OR fiQUAL I ' CH. OH. � -7YVEK OR EQUAL W w -7/16.050 SFEATNIIN6 j is 5 -7/Ib'05B 5FEATHIN6 W ~� w LLj -2x&WOOD T5T511A5•Ib OL. L ILL �' ii' 2x6 WOOD STUDS a Ib OL. p E"'I w Q Q Q 4 N 4 4 iv Ll HALL Q 4 -6'R-2t&4TTs Z !� 0 1 Ll I Ill 111 1 Ll LA-11 BEYOND. W O c w Z Q FIN. IST FLOOR IN. IST FIN. IS FIN. I5T FLOOR ❑ w ELN O,-0' 2020 NYSRG-624x18(503b) W — MTIN6 5Y5TEM TERMINATION LOCATION: _ 1 r=�=== 1 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN Ij j U bx- P.T.POST WITH S-+IOR,ON 10'SQUARE HBd6 PER fA CA5T 10 SQUARE H546 PERMA CAST bxb P.T.POST WITH 51MPSON INPUT OF IOAGO M PER HOUR(sKH)OR LE55 SHALL BE -� CD BG523A5 POST GAP ANCHOR t I I I I Ix4 AZEK TRIM III I N I I I I I I III I II I I Ix4 AZEK TRIM ( I # I I 00523/6 POST GAP ANChIOR t I I- � COLUMN#46382 W/SQUARE 1 II 1 N I 1 11 1 11 I CO 46382 HU SQUARE LOCATED AT LEAST 6'FROM ANY AIR OPENING Ni0 A F. 51MP50N ABU6b P05T BASE 51MP50N ABIb56 P057 BASE j: n m_ALL Calm) I I FLAT GAP d BASE(OR EQUAU I I I I I II I III I I I I I 111 1 II 1 I I I FLAT GAP d BASE(OR EQUAL) I I rrm_ALL coum) I BUILDING,AND 51JGH AN APPLIANCE WITH AN IWUT OVER 1o,0oo a I -CORNER COLUMN To BE I I I 1 H 1 EGRE55h 1 I I i Ii 1 iii PRO RNEID T KIBE BTU PER HOUR BUT NOT OVER 50,0Oo BTU PER HOUR SHALL 0E z I E6RB5 I ( I I I I I I%TA-LED WITH A 4 INCH VENT TERMINATION CLEARANCE,AND iu PROVIDED W/SPLIT KIT 1 II I III AN APPLIANCE WITH AN IUPUf OVER 50,000 BTU PER HOUR Q ''�� 1 I I I i I I Z � � SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION LI------ ------ CLEARANCE THE BOTTOM OF THE VENT TERMINAL AW THE AIR , i I I I b I I Q I i I b I I I ( I I INTAKE SHALL BE LOCATED AT LEAST 12'ABOVE GRADE. I I I I I H� oI�E qR ............................ \s a , R IRFIK2020 - - - - -i - - - - N DHELLING�UN S WHWHERE THE TOP OF THE SILL OF AN ' `' ,r � OA - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - -I- - - - - - ---- - - - - - I- - - - - - - - -I-- - - - - - - - - - - - - -I- - - OPERABLE WINDOW OPE11%15LOGATEDLESS THAN 24' Q v, ABOVE THE FIN15HHW FLOOR AND 6REATER THAN 72'ABOVE '. < THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE 0 I 1' EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLON%. A REAR •OPENIN65 THAT WILL NOT ALLOW A 4 NGH DIAMtTER SPHERE1® \ ELEVATION ELEVATION TO PA55 THHROWH THE OPENING IN ITS LARGEST OPENED O� 3 = I-0 3 b' = I-00FA POSITION.PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 `NFW ,. ME WINDOW OPENING CONTROL DEVIGE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO ...................................................... FULLY OPEN,SHALL NOT REDUGE THE NET CLEAR OPENING JOB NUMBER AREA OF THE WINDOW UNIT TO LEry51H6AN 5.7 SQUARE Fffl•. UNIT 113 UNIT 114 w2016023 MODEL Al (HOLLY) MODEL Al (HOLLY) w SHEET NUMBER UNITS 113 (MODEL Al ) 81 DUET CLUSTER 114 (MODEL LEVATIONS Z Al )) 0) A I " Lu 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED RI06E)/ENT u) ^ , t- W J'FIRE RETARDANT Z PLYWOOD 5HEATHIN6 uj 2'x8"R106E BEAM = U 906M TO AL16N RIDGEri TO ALIGN 12 12 U ami Q _ I--- 712Z V^ ,HRID6E vaNr HRIDGE vE3+r 12 2"Xb"RR O W HARDIHORIZOKNTAL 51DIN6 12 —`' 12 12 55 HARDIPLANK �2)2"XIO" 6U HERS t LEADERS 9 r HORIZONTAL SIDING PT GIRDER I- y z --12--w- - Y ALL 6UffBtS!LEADERS SHNl BE BAKED � GURED TO Z L &S � _ _ - WHITE ALUMINUM D32'MIK GAUGE,GUTTERS 12 *-*-�-^}t 85-���----�� SWUl BE 5'SEAP4E55,06.STYLE W/ALL t 85 0 c M RIDGE PENT -" RELATED 4 REQUIRED ACCESSORIES. LEADERS RIDGE VENT ENDS U Q W m IO _ SHALL ESE MRL RSPB',011'GAUGE H U CLIPS 4 — — O ANGHOR5. CAULK 4 SEAL ALL JOINTS. PITCH - ❑ = ti N co -.-----�.-.�-a-."--------'---` -RID6E VENT•°;.�. GUTTERS MRL I/8'IFT.PROVIDE P.VG. V c"� •-• RECEPTORS 8'ABOVE GRADE TO RECEIVE LEADERS(GLO.W CAP DESIGN. a. 12 12 .. (r— +. WALL Efl�R00M>t3 I ,' :, Y. BEYOND - - WALL BEYOND _ __ ROOF a cavBRF� D -0' -- PORCH BEYOND - G b 0" t to O.H. O.H. x8 FASCIA ETD. �.__ -_._... _-_ I2 -�� � -� 2"X6` IT BEAMS BEDROOM#2 _- L-7—T-7- M -� - -- (+/)b 5RKFST M5TR BR -.eO . - _-- -�T 12 12 ® I6" G.W/VENTED 0 PL Hr - �,__� ._ __, MT — — IT BRD:. �.. PL HT ` VINYL SOFFzOYER ..0,, OH. OH. GARAGE1-0' I if 8,Azo �ASTGOLUMN#q(,382W/_ a:_-i.i oH. o co - - oH. LL,-i' ® - -- i i r�1EZE ESD. i i - SQUARE FLAT GAP d Z I l l I I MASTER BGORNER COLUMN TO BE UO II L o II � � 4 I H WALL�o 0 4 4 I H PROVIDED W/SPLIT KIT 6ARKE =,1 -I ';.i! I I 4 P I I I COLUMN a COLUMN a I I :I 4 COLIMN s 4 LL ESFfOPD L I-L1 .u;,i COVERED I I COVERED _.. r---- I I I I PORCH I I I' IT 1 1 I I PORCH BEYOND BEYOND 1 1 � Z I 1 I C) IIN I III fill I III ] 111 11 El IIII I I I : :-t FIN. 1ST FLOORIII I IFIN. IST FLOOR FIN. 1ST FL ;!}l , (_i ELEV=O'-O" ELEV= O' FIN 150 FL '.....� 1 I Ix4 AZEK TRIM I 1 -1 I I Ix4 AZEK TRIM L_I 1 I COLUMN a GOve;w I I I b i I I I HOUR RATED EXTERIOR I FIRST FLOOR LINE-� I FRONT PORCH BEYOND I I I I I I I BEARING WALL I I I I I I I I ASSEMBLY- SEE DETAIL: e I AIJ I I UHPIK BSMT FLOOR I — — — W — - -- - 1 - - - - - - - - - - - - � - - I-- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNFINBSPHTFLOOR 6-0„ TYPICAL PORGH SLAB ° wo *4'P.G.SLAB(MIN.3500 P51 GONIG) -RI GHT 51 DE ELEVATION LEFT 51 DE ELEVATION (BREEZEWAY 510E) REIrrF 4 FILL WITH 6x6, 51T KKK *TAMP 4 FILL TO 9555 DENSITY r 1 3 6 = 1-0' 3A6, 1-0Vj UNIT 113 UNIT 113 1 BREEZEWAY SECTION Al . l z U MODEL Al (HOLLY) MODEL Al (HOLLY) W U 0 RI06B TO ALIGN RID6E5 TO AL16N - - Q RIDGE VENT RIDGE VENT -- 12 12 _,, 12 HARDIPLANK 61ifTtRS t IFADElRS 9 --- 55 HORIZONTAL K51DIN6 HORIZONTAL SIDING 55 I?q ALL GUTTERS 4 LEADERS SHALL BE EIAKED _ -- 1_�.- 12 - 12 _ MNITE ALUMINUM,032'MIK GAUGE,GUTTERS _.�.4 �; ti r m SHALL BE 5'SEAMLESS,Ob.SME NV ALL _. 3 85a 12 t 8 Q N N ti N OR BLEATED t REQUIRED AGGES'�ORIES. LEADERS - `- VENT VENT p N CO oD N SHALL EAE MIK 2TO 'x3',A27'6AL1&E NV CLIPS E ANGHOR5. CAM 4 SEAL ALL JOINTS. PITCH - GUTTERS MK Vb")FT.PROVIDE P.V.G. RIDGE VENT -- I ECEPTORS 8'ABOVE GRADE TO RECEIVE �' — - - '- LEADERS(GL05ED GAP 0500. — — — -�-� - ,. _ - 12 CLERfiSTORY _- - -12 10 CLERESTORY ;-. - BEDROOM�3 12 WALL BEYOND BEYOND z _.. -_-- -R_ __ -. » �1.�_- _ _ - ,. ROOF s COVERED GAEL E PORCH BEYOND Z Z Z Z Z Z IX$FASCIA 8D. 12 -�— to lA BRKFST PL HT it : - _ - _ :- 12 w W - BEDROOM*2 PL HT ( 12 _ MSTR ESR PL 11-01 ROH.-=_� - I OH. - --: GARAGE PL HT OH. N Lc) 8'AZEK I I1� EL - ROH ROH. I I .N- FRIEZE ED. I.� Hill 1111111 11 11111 111 S! MASTER BEDROOM 1 I I I =i-:, ,- 4 WALLBEYOND i 1.-.i_ 11.( ? C:.- - WALL e II ( Q Q I GARAGE .L�:-( � _ :, ,.�:.1 :.: 4 COLUMt�I a COVERED COLUMN a GONff� v i -I i- �:, BEYOND v FRONT PGRGH BEYOND I I COVERFD CV7 PORCH BEYOND I I I I I I' I I PORCH BEYOND LLLiIII Hill 1 > O w I I FIN.IST FLOOR FIN. IST FLOOR I 1 I Y FIN. IST FLOOR _ ELEV= FIN. 15T 0'-0. — — ELEV= 0'-0" ELEV= O'-0' — _ — — ELEV= 0.-0. ❑ LIJ = Q O U p 1 Ix4 AZI TRIM 1 I I I J Ix4 AZEK TRIM 1 1 ` — I 10 I I I GOLIIMN 0 COVERED I I i I I I I � w I HOUR RATED EXTERIOR b W o I I I PORCHIFRONT � i t I I I BEARING WALL , I I I �, ❑ w z 1 1 1 4 4 I a l I ASSEMBLY- SEE DETAIL: e I I I 020 NYSRG-624I27b 3.8 ❑ w I Igo � VENTING 515TEM TERMINATION LOCATION: _ co THE VBNT TERMINAL OF:A DIRECT VENT APPLIANCE WITH AN til U i I IRV OF 10000 BTU PER HOUR(3KW)OR LE55 SHN.L BE I 0 _ —UNFIK BSMT FLOOR UHNFIK 95hTf FLOOR— _ — LOCATED AT LEAST b'FROM ANY AIR OPENING Nf0 A - - — — — —I — — 1 — — — — — — BUILDING,AND 511tH ANI APPLIANX WITH AN INPUT OVER 10,000 O m _ = = = = =i1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z - - -1- - - - - - � BTU PER HOUR BUT NOT OV62 50A00 BTU PER HOUR SHALL BE Z - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INSTALLED WITHA9INCHVENT TERMINATION GLEARANGE,AND J AN APPLIANCE WITH AN.RPUT OVER 50,000 BTU PER HOUR Z Q SHAM HAVE AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR 10 a ca INTAKE SHALL BE LOCATED AT LEAST 17 ABOVE&RADE. fn .............................. W LEFT 51 DE ELEVATION 'RIGHT 51 DE ELEVATION (BREEZEWAY 510E) ❑ 2020 NYSRC-R3122.I U 110 IN 3 6 = I-O b =III N DWELLING UNITS,HFERE TE TOP OF THE SILL OF AN � OPERABLE WINDOW OPENING IS LOCATED LLQ THAN 24' Q ') ABOVE THE FINISHED FLOOR AND GREATER THAN-12'ABOVE THE FIWSHED GRADE OR OTHER SURFACE BROW ON THE W UNIT 114 UNIT 114 �'°W OF ON BUILDING,HE FTE° LE WINDOW COMPLY WITH OPE OF THE FOLLOVHIN6, (� •OPBNIN65 THAT WILL NOT ALLOW A 4 RIGH DIAMETER SPHERE cn TO PASS TROUGH THE OPENING IN ITS LARGEST OPENS 2� POSITION. ❑ 23810 O`C MODEL Al (HOLLY) MODEL Al (HOLLY) *FALL PREVBdnON DEVICES THAT COMPLY WITH ASTM F 2090 `n 1 (rHE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO F.N EV ........ RELEASE THE CONTROL DEVICE ALLOWIN6 TIE WINDOW TO ............ FULLY OPER SHALL NOT REDUCE THE NET CLEAR OPENING ;1016023 BER AREA OF THE WINDOW INT TO LE55 THAN 51 SWARE FEET. w UNITS 113 DUET CLUSTERSHEET NUMBER Al )) 114 LEVATIONS Z0 (MODEL Al )A 1 ) A I w • ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED F-- ^ , FV/ Z W E 8 ai A c c A 0 m Al-b AI-15 AI-6 AI-6 ❑ V1 a) 0_ W Lf (3) m A'6" 15'6' 12 b' DIRECT VEdT FEATITN6 EOLIm. iU•+ >N} DIRFrr VENT HEATING EGA11P. y SliALL BE APPLIANCE GTALLED WITN THE E APPLIANCES CLEARANCE-5 FROM UNPROTECTED U) ! N TED APPLIANCE Cj FARA_W_,F_ADPL IANCES COM3A5T1BLE MATERIALS AS Z U L � Nv Lp 5ItALl BE INSTALLED NTH THE GONEUSTIBLE�W�S AS LINE!of REAR GF�C INSTALLATIONITII TRIZTIG V �0� 204 INDICATED ON THE APPLIANCE LABEL N c M M INDICATED ON Tit APPLIANCE LABS- b WALL s UNIT 114 = ti 00 AND IN THE MMNUFACTMERS -2" FDI I'-0' Ib" 2, ❑ U M INSTALLATION INSTRUCTIONS. LINE OF REAR cit v WAW.0 UNIT 114 It n c� V s`E 13- 5'5.-2. -2" 4'-4"M.O. 5'-2" 4 5'-2' 4'-4"MD. 5'-2• b Q FDI -v a? 2 10 J. 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FOUNDATION PLAN FOUNDATION PLAN E 3/16"=1'-0" 3/16'=I'-O' W U Co 3810 OQ= �NEWt ❑ .--� JOB NUMBER w 2016023 T AB DENOTES: HVAC EGII"tw RR WMAL"s TO BE PROMO®BY Wets RATER. 6D ERAL GONTRAGTORS AND 5UBGONTRAGTORS TO REVIEW Effm NOTES �"DIA.ANCHOR BOLT USED A5 WOLD DOWN HD= HOLD DOWN THESE GONSTRUGTION DOCUMENTS UPON RECEIPT FROM UNITS 113 (MODEL Al ) & DUET CLUSTER Q SHEET NUMBER NXE-WAC CONTRILTOR SH Nj., MULTIPLE LVL GIRDER GONNEGTIONS: _ - ALL CONSTRUCTION SHALL COWPLY WITH THE 2020 ECCCNYS SEE DETAIL 17/21 %M 0-1 •COPPLY W�y,L+5+ ARGHITEGT AND REPORT ANY AND ALL ,IMMEDI ANGIYS FOR ALL MULTIPLE LVL GIRDERS,LAG BOLT INCLUDING ANY DIMENSIONAL CONFLICTS,IMMEDIATELY TO Z RESIDEIRAI.PRD4ISIONS HD DENOTES: •MAT L-V Gums_ O 'V Wnr A NECCOMM r KATE S ALL BE SHAILTT E'er LRWnam FOUNDATION PLAN r) 5IMI"SON Wvu HOLD Daws W 64)# SDS 56fa,6 'MAWwL's'"'m'""L'�GOt�L'""E GEItTIFIGATE SHALL SueMri,®Be ORE G/O 155N�. 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(MIN 5500 P51 GONG) );o '�• Q _ PORCH DI (� 0 (2)IS'S1 16HT5 ReI WITH 6x6,ano WYIM " " (2)1 DH I SQUARE H E$&PERMA G T TOWARDS DOOR 2' — _ — — P _ e Y D/21 0 O'TYPE' GYP BD ON awbE iv _ _ p j.Fel6-Q�_ _ P (3)2- HDR 4 ,r- t_ ro 10 L"#46382 w/5QUARE p 19 ry Q K415 t LING iv — FL T GAP t BASE(OR EQU DI �}TYPE'X'GYP ED ON Mf OF - - Q N N ti N ao GOLU"1N TO BE LMNi SP C0440N WALLS TO 3080 EXT DR w/ I4 D N ri .6 C4 PF IDED W/SPLIT KIT I 8010 ON OR ° 19 I 6MASE (2)18' 1DEL16M (� 10 DI 13/4'x 9 VY LVL FOR 4 1 1 8070 OH DR DI 10 I(3)13/4k 9 I/2'LVL `0 10 SQUARE HBt6 DERMA G T (2) DH � D D/21 W #46382 IN SQUARE 4 D/21 19 D/21 01 D1 F T GAP t BASE(OR EGUAI 4 DI DI DI D/21 v - COL"N TO BE 4 19 8070 OH DR IDEO W/SPLIT KIT FRONT WAIL D1 8010 GH OR AGE (3)13/4 X 9 V2"LVL 0 LME OF fRANT p � )13/4k 9 VY LVL FOR Q 6NR�NULL Dl21 19 D/21 Q Z Z Z Z Z Z 0 UNIT 113 D/2I D1 DI U5 (n co u1 co to DESIGN N®. U356 W W W W W DI 3'-'1' 2'-4" b'-4' 6'-4' 2'-4" 1'-8" 8'-O'R.D. I'b' 1'3' 8'-0"R.O. I'-I' I'-1' 8'-0'RA. I'-5` I'-b' 8'-0'RA. 1'-8" 2'-4' 6'-4' b'-4" 2'-4" 3.l" 3'-1' WALL RATING- 1 HR. `r° 0 FINISH RATING-23 MIN. 3'-10' T-2' 3'-10" II'-2' 11'-0' II'-0` II'-2' 3'10" T-2' 3'-10' o a Ln I - 14'-10' n'-2' 22'-2' AI.I 22'-2" n'-2" 14'-10' t�1, 54'2' I2'-O'BREEZEWAY 54-2. � \ A G ® I HOUR RATED EXTERIOR + ;l !� I A55EMBLY- 5EE DETAIL: e - r BEARING WALL _... . �.�...:.:,: .. .. .. _,.�;.. . a. -�-� ,-.-.,.�..�, ._..._._-. FIFE SIDE O Q� m �J !� Z _j u W UNIT 114 UNIT 113 HORIZONTAL SECTION o z O o MODEL Al (HOLLY) MODEL Al (HOLLY) V5 V5 L i'IOOD STIRS-NOM 2 BY 4 IN.5PAGED 16 IN.Or.WITH TWO 2 BY 4 IN.TOP AND ONE 2 BY(4 R BOTTOM PLATES.STUD5 Lu LATERALLY-BRP BY WXD SWWWRAL PAF 9'EATHIN6 OTEM 5).WHEN MINERAL ANO FIBER BOARDS OTEM 5FJ ARE 0 �* FIRST FLOOR PLAN FIRST FLOOR PLAN �'°�TO�'�ITOR THE 5Ti1D5,THE LOAD 15 RESTRICTED TO 16%OF ALLOWABLE AXIAL LOAD.WALLS a�EGTIvtlY FlRE `- STOPPED AT TOP AND BOTTOM OF WALL_ ❑ 2 efflS I BO/MOS-ANY CLASSIFIED 5/8 IN.THICK,4 FT WIDE,APPLIED VERTICALLY AND NAKED TO STUDS AND BEARN6 PLATES T /1 IN.Or,WITH 6D GEMENT-COATED NAILS,1-1/6 IN.LONG WITH V4 IN.DIAM HEAD. V ) 3/16"=1'-0° LIVING AREA- 1,610 5Q. 1=T. 3/16"=1'-0" LIVING AREA= 1,610 5Q. �T. wTM'OM AV NAtHE"-X510"r')-wALLBOARDJOMrscovERFDWITHTAPEAra)JolNrcoMlPouw.NAILHEADscavER� W C JOINT COMPOW. 4L BATTS AM BIJWcEV-MINERAL FIBER OR 6LA5S FIBER MSUATIOR 3-5/6 IN.THICK,PRESSURE FIT TO FILL HALL CAVITIES � F�STI� � 6ARA6E AREA= 486 50. ET. 6ARA6E AREA= 486 50. I T. BETIAM15TUD5 AND PLATES.MINERAL FIBER INSUTATION TO BE UNFAGED AND TO HAVE A MIN DENSITY OF 3 FGF.6LA55 FIBER 1- FI } INSULATION TO BE FACED WITH AUJIMINUM FOIL OR KRAFT PAPER AND TO HAVE A FAN DENSITY OF 0.4 PGF MIN R-13 THERMAL C9 1�1 m COVERED PORGH AREA= 256 50. ET. GOVERED PORGH AREA= 256 50. ET. IN'iIIAATION RATING). Z z w 5,MOOD STTtIlCTQ2AI.PA M SHEATHN9-MN 1/16 TN.THICK,4 FT WIDE WOOD STRUCTURAL PANELS,MIN 6RADE'G-D'OR'SIfATHIN6'. IN5TKIM WITH LANG DA MION OF 5FffT(STRENSTH AXIS)OR FACE 6RAIN OF PLYWOOD PARALLEL WITH OR PERPBDIaLAR TO z 5TUD5.VERTiGAL JOINTS CENTERED ON 5TUD5.HORIZONTAL JONT5 BACKED WITH NOM 2 BY 4 IN.HOOD BLOOKIN6.ATTACHED TO SM25 ON EXTERIOR SIDE OF WALL NTH 60 GEMENT COATED BOX NAILS SPACED 6 IN.Or,AT PERIMETER OF PANELS AND 12 R OG - ALON6 INTERIOR 5TUD5. ER �. .... b BfH 9=FAC4M-INSTALLED IN ACCORDANCE WITH THE MANIFAGTURERS INSTALLATION INSTRUGTION5.ONE OF THE FOLLOWING �g _R T EXTERIOR EDGINGS 15 TO BE APPLIED OVER THE SFFATHIN6 ' !L Fi Cy G.WOOD STRllGTURAL PANEL OR LAP 51DIN6-APA RATED 51121K EXTERIOR,PLYWOOD,05B OR COMPOSITE PAHEL5 WITH VENEER 2020 NYSRG-R312 2.1 FACES AND STRUCTURAL WOOD GORE PER P5 I OR APA STANDATRD PRP-108,INCLUDING TEXTURED,ROUGH SAWN MEDIUM DENSITY a, 2 Y BRUSH®,6R.00VED AND LAP 51DIN6. IN DWEILM6 UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 Lu s 7 LOCATED LESS THAN 24"ABOVE THE FINISHED FLOOR AND GREATER THAN T2'ABOVE THE NOTE: WOOD SPECIFIED IN UL�RATED DESIGNS ARE MINIMUM SIZES.LAR6M DIhEN510NA1_ W FINISHED 6RADE OR OTHER SURFACE BEAN ON THE EXTERIOR OF THE BUU�M6,THE OPERABLE WIHDOH SHALL COMPLY WITH ONE OF TIE FOLLOWING, STUDS GAN BE siD nmm. (� •OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 THROU61f THE NOTE: UL#35615 IN GOMPLIANGE WITH ME -AN51NL 263 A5 PER1R302 03810 MULTIPLE LVL GIRDER GONNECTION5: OFALL M 175 LARGEST OPENED POSITION. •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 FOR ALL MULTIPLE LVL 61RDER5,LAG BOLT (THE WINDOW OPEIN1Ns CONTROL DEVICE AFTER OPERATION TO RELEASE TIE CONTROL O ❑ NEW TOGETHER W/ 1/2" BOLT5 0 2'-0" O.G.,2"MIN, Mla ALLEA OF THE WINDOW UNIT U OPEN,SH LL NOT XE THE�� ONE HOUR RATED EXTERIOR OPENINFROM TOP d BOTTOM, d MIN. 4"FROM ENDS WALL RESISTIVE ASSEMBLY JOB NUMBER NTS. A- 3 2020 N*EOCC SECTION R 2020 NY5RC-62421b(5036) w 2016023 GENERAL CONTRACTORS AND 5IIBCONTRAGTORS TO VENTING SYSTEM TERMINATION LOCATION: (q NOTE: � =E�{p,UST FAN, -SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSILATED TO A MIN.R-8 2020 NYSEGGG SECTION R 402.4.1.2: SHEET NUMBER PROVIDE aPRAY NOTE "5': 5o GFM INT�>,>5T OR REVIEW THESE CONSTRUCTION DOCUMENTS UPON RECEIPT AND DUCTS OUTSIDE THE THERMAL ENVELOP 5HO"BE MIN.R-b. AN APPROVED HERS RATER TO ,HE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT UNITS 113 (MODEL Al ) 8� DUET CLUSTER Q NOTE OV": �: ND= HOLD DOWN FROM ARCHITECT AND REPORT ANY AND ALL OF 10OW BTU PER HOUR(3KFU OR LESS SHALL BE LOCATED AT LEAST = ALL DRYERS TO BE VENTED FOAM INSULATION IN STAIR MANUFAGTURER TO DESIGN 5TAIR5 TO ® 20 CFM GONTINLIIS -5EALIN6 15 MANDATORY FOR DUGT5,AIR HANDLERS,AND FILTER BOXE5. PERFORM AIR INFILTRATION,DUCT 6'FROM ANY AIR OPENING INTO A BUILDING,AND 51"AN APPLIANCE WITH a ALL WINDOWS SHALL$E DISCREPANCIES INGLUDIN6 ANY DIMENSIONAL CONFLICTS, To OUTSIVE AIR PER CODE MEET ALL APPLICABLE GORES AND TO -JOINT5,5EAM5,AND CONNECTIONS SHALL COMPLY NTH SECTION M-1601.4 LEAKA6E,AND COMD 5TION SAFETY AN INPUT OVER IOOX BTI PER HaIR Bur NOT OVER 50,000 BTU PER " ALL WASHER r0 BE GARAGE CEILING® ANDERSEN 200 SERIES IMMEDIATELY TO ARCHITECT FOR CORRECTIVE HOUR SHALL 13E INSTALLED WITH A 4 INCH VENT TERMINATION CLEARANCE, Z REPORT ANY DISGRERIOR TO AND FABRICATION. 602 OF THE 2015 AL IRC. TESTING AND PROVIDE A NRITTEN 114 (MODEL Al ) FIRST FLOOR PLAN PROVIDED NTH DRAIN PANS LOCATION OF ® CARBON MONOXIDE �PRIOR TO GONSTRUGTION.DO NOT SCALE AND AN APPLIANCE WITH AN IFFUf OVER 5op00 BTU PER HOUTt SHALL HAVE C7 TO THE ARCHITECT PRIOR TO STAIR FABRICATION. �'TES DETECTOR DRAWIN65.DII MION5 5HALL 13E CALCULATED AND -DUCTS SHALL SE PRESSURED TESTED TO DETERMINEAIR LEAKAGE BY REPORT OF THE RESULTS AT LEAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE BEDROOM ABOVE GLAZING ROUC+I-IN TEST AND A WRITTEN REPORT OF THE RE5(LT5 SHALL BE 516MM VENT TERMED TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12' U) A3 SMOKE DETECTOR NEVER SCALED UfJI E55 OTI ERWISE NOTED' BY THE PARTY CONDUCTING THE TEST AW PROVIDED TO THE CODE OFFICIAL. AVE SDE W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED H Z W E �i A G G A U 5 AI-6 AI-6 AI-6 Al-b Z �V Q. 52'-2" 52'-2' O o 0 }J :3 co ` •�N +�+ In C-044 1: , 11'-10' 12'-2' 12'-2' 11'-10" 26-2' a>•— Z (.) 7 �p U, 04,::" W c M �v = ti o I" co 5'-II' S'-II" ❑ U M � PL.W. N I..f. M /LLQ �p V d — — — — — — — — — — ® I HOIJR RATEP EXTERIOR BEARING WALL A55ENBLY-SEE DETAIL: III-01 PL.W. I I 4 I I I O I i I I u'-0'PL.HT. 1 W52 - I s I cno III III _- = r — — — — U II'-0'PL.Hr. I w I q I) q'-0'PL.Hr. - - - - - - - ALI say OH I w0 Ln _ gig I ° M GJ a I6'O G. _ _ III III (2)2'x6• 4 2'-04 4• II'-0• - I I I - - - — — — — 411'-0'PL.HT. -0II II iv q' 'CEILING ryIII W Q BEDROOM #3 c�p — I I I of 1. I 2x6 GJ a Ib'0 G. I r .. III-I-II I I 4' � I II II I 4 - - � -- _= =�- - =1J II 1 I I I I I 4' 5'4' 5'-4' b` I'6' b' I I I 1 - 1I'-0• 4• 2'-0' I ISI I I I 1 �� 11J�I' I ® � I I I '�' I I I BEDROOM#3 s 4 _ 1 I I I a ti I II II I I$. b, 5-4• 4" bbl I- _I-J 4 L- 4 m I I I I 15'-4N 4 I I I ILII i W 36'HIGH s° ® ,�' rye, �'� � I I I I I I I � r � m � II �- - - - - - _ - V Ir��� - - 5v - - -� 1 I cL _1 4 I_ J Ld I i ❑ w - 4- - - -I - - -I 12'-Io• b" I I - - - _ .� ON 14R a o"GEEING \ / I II'-0'PL.HT. J LOFT - —_ RAILING -Tee `* L� - - -J I I (� �� 6" 12 1o• I- - - - - - -I��oI- � 1 I v (n q'-0'LEIUN6 ®EF I ( I I NS ATH ijj r I II'-0'PL Hr. 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FT. _ I HOUR RATED EXTERIOR BEARING WALL 023810 OQ� A55EMBLY-5EE DETAIL: e O ... . . �(.... .................. w JOB BER -' NOTE: 2020 NY5RG-83122.1 w 2016023 EN61NEERED J015T EF =EXW45T Ppm IN OW3.LIN6 UNITS,WIM THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENI%IF,LOCATED LESS THAN SHEET NUMBER GENERAL CONTRACTORS AND SUBGONTRAGTORS TO ONE GAaeoN MONOXIDE ALARM IN NEW (n 24• W 04 nI E FIN&IEDEXTERIOR T�Atm K TIE TI EIZ BL WINDOW 51 ALL COM GRADE OR IE Or- SURFACE UNITS 113 (MODEL Al ) & DUET CLUSTER SHALL NOT BE GUT, ' HD= HOLD DOWN So GPM INTERMITTENT OR REVIEW THESE CONSTRUCTION DOCUMENTS UPON RECEIPT ONE AN?TWO-FANILr Or�11N6s, B3.ow oN n�ExT13�loR of T►g BnLDIN6,TIE OPERABLE WNDow SHALL COMPLY NTH ONE of of = NOTE: ON TE "5: MULTIPLE LVL 61RDER GONNEGTION5: ® 20 STI TOW4CUSES AND DW LL1N6 UNITS 1N NOTCHED AND HOLES FROM ARCHITECT AND REPORT ANY AND ALL GRgIp R-2 BUILDiN65(GOFD05! FOLLOWIN6� a ALL HINDOH5 SHALL BE TAIR MANUFACTURER TO DESIGN 5TAIR5 TO FOR ALL MULTIPLE LVL 61RDER5,LA6 BOLT D15GREPANCIE5 INGLUDIN6 ANY DIMENSIONAL CONFLICTS 'OPENINEf THAT WILL NOT ALLOW A 4 INCH DIAMETER SPI TO PA55 MU)6H TME OPETUNO IN ITS CO-OFV AND UNIT5 OH87M FOR 5AI E BORED UNLESS ALL APPLICABLE GORES AND TO TOGETHER W/ 1/2" BOLTS® 2'-0"O.G.,2" MIN, Gas IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE 1N of 1�'P'EDIATE VICINITY of LARr�r OPENED POSITION. � 5PEGIFIED BY THE ANDERSEN 200 SERIES PORT ANY DI5CREPENCIE5 AND GONFLIGT5 " ® CARBON MONOXIDE •FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2040 114 (MODEL Al ) SECOND FLOOR PLAN O=TEMPS FROM TOP $ BOTTOM, 4 MIN. 4 FROM END5 DETECTOR MEASURES PRIOR TO CONSTRXTION.DO NOT 56ALE ON LO Mf WINDOW OPENIN6 CONTROL DEVICE AFTER OPERATION TO RELEASE nIE C.ONIROL MACE ALLOWING MANUFACTURER PER TO THE ARGHITEGT PRIOR TO 5TAIR FABRICATION. 6WIN6 DRAWINGS.DIMENSIONS SHALL BE GALM ATED AND I LEVEL 4ONTAININ5 BEDIRZOOM5. THE WINDOW TO FULLY OPEN,SHALL NOT R®UCE THE NET CLEAR OPENIN6 AREA OF nE WINDOW UNIT TO A4W CODE SMOKE DETECTOR NEVER 5GALED UNLESS OTHERN15E NOTED. LE55 THAN 57 5GIUARE FEET. w COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED (n C) Z W E � � v U z V [L _o dJ (D o N pNNo S Z A G G A O AI-6 AI-6 AI 6 AI 6 ` � a M Q w � co U = o y•o U UM co co 19'-8"HIP WIDTH I6-2"FA50A WIDTH Ib'-2'FA5GIA WIDTH 19'-8°HIP WIDTH II'-0'PL.HT. I a ALI AL16N FACIAS IL �+ _ L J II'-0'PL.HT. I ti, a I O AI-5 I AQr �Q I o I HOUR RATED EXTERIOR — LL I �� - - - - - - - - - - - U III-00 PL HT. BEARING WA +�� ( A55EM13LY-5EE DETAIL: e 1 I � n R L JI AL16N FAGIAS I�" Q'-0'PL.Hf. II'-0'PL HT. I y/AQr 0� I I O II 12 12 - - —= - - - — = _I0 — — — U- U J I I'-0'PL HT. q'O'PL.Hi. 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