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HomeMy WebLinkAbout1000-44.-2-5 OFFICE LOCATION: �O�*Of SU(/lyOlO MAILING ADDRESS: Town Hall Annex P O Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) us G hone: 631765-1938le Southold, NY 11971 � • �O Telephone: LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: October 16, 2017 Re: LWRP Coastal Consistency Review for LOUIS & MARY ANN PAGNUTTI SCTM# 1000-44-2-5 Todd O'Connell, AIA on behalf of LOUIS & MARY ANN PAGNUTTI request a Wetland-Permit to construct additions to the existing 896.0sq.ft. one-story dwelling with attached garage consisting of constructing a 282.5sq.ft. second-story addition over existing dwelling; proposed second-story addition over existing 448.4sq.ft. garage; existing one-story breezeway to be reconstructed into a two-story 88.2sq.ft breezeway; proposed 63.5sq.ft. front portico; construct a 101 Osq ft rear west covered deck with balcony above; construct a 513.Osq.ft. rear east covered deck with balcony above; and to install gutters to leaders to drywells to contain roof runoff, and in accordance to Chapter 236 of the Town Code-Stormwater Management. Located: 57475 County Road 48, Greenport. SCTM# 1000-44-2-5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the below listed Policy Standards and therefore is CONSISTENT with the LWRP provided the following ins considered to further Policy 6. 1. Identify the top-of-bank line. The stairs indicate a slope on the property. 2. Install a vegetated, non-turf buffer adjacent to the concrete seawall preserving the existing vegetation. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold E C LSU LRP CONSISTENCY.ASSESSMENT FORM H0 �1 0 101/ A. INSTRUCTIONS Southold TownPlanning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed. action will be evaluated.,as. to its: si 'ficant. beneficial and adverse effects upon the coastaL,area(wliith.includes.all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must.be,explained.in detail, listing both supporting,and, non- supporting facts. If an action cannot be certified as consistent with the LWRP policy tandards and conditions,it shall notbe.undertaken. A copy of the LWRP is available in the following places: online at the To Southold's website (southoldtown.northfork.net), the Board of T stees Office, the P ng Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# - d L - o S PROJECT NAME f(Kjovi-rt' k_tZ5 11)y P UZ The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance (e.g. grant,loan, subsidy) (c) Permit, approval, license, certification: R1 Nature anextent of action: FIQ;A-&D,ih02. Paegy2rb ZSrna..f API)IT701J � yS&0 17.hJ 6t7 (.LWVe-2.JrNAJ f77 f+t��iv/ �.•0 �jr�n� l�R� ,sIL f�nd�lls�t� eeLhf� Cantrell, Elizabeth From: James Wandel <Jamesw@tocarchitects.com> Sent: Friday, September 29, 2017 1:24 PM To: Cantrell, Elizabeth Subject: PAGNUTTI PROJECT Hi Elizabeth, Below are the square footage breakdowns: Proposed portico: 63.5 sf. Proposed 2nd story over garage conversion:448.4 sf. Proposed 2 story addition on either side of the existing breezeway: 88.2 sf. Proposed 2nd story over existing breezeway: 80.0 sf. Proposed 2nd floor additions over existing: 282.5 sf. Proposed rear west covered deck w/balcony above: 101.0 sf. Proposed rear east covered deck w/balcony above: 513.0 sf. Existing house footprint: 896.0 sf. Let me know if there is any other information you need. Thanks James Wandel Todd O'Connell Architect PC. 1200 Vets Hwy.,Ste. 120, Hauppauge, NY 11788 (631) 650-6666 1 Location of action: /Za y C7��e��i2 f �✓ Site acreage: $7j, Present land use: 5✓3j(L T3 rJ ��S"�DrZnJr+rtL INS&- F4-y►✓1 Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: l,vv.i J &fV✓7rJ- (b) Mailing address: 19 AOWAo A#(,v- 2p a cam M (< + (c) Telephone number: Area Code(6"�) y 33 f (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ®Yes ❑ No [—] Not Applicable Mita IM i)L Aim I rr v,J }r <,s t 5-rl nr 6 ISHitJ-J-4JAJ rWc� &F.S h A/47 _�//uo 910 - I ADd:- Dtf'706J WILL Aire -rM� 4AVO 1250 titO� ���+�,�T- /L►zr�rZ ,�-'1 o4? 4a ,L& E Pt-v-,✓.6.e or Gds : 3eN r-O,T�iw�;+.. C�1►5 rir[� Lo c.�oil Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No gNot Applicable Allo AS yew r&L^� 7-o 9e 'D s-ti,2 i) P () o lz- (w)1 a'rl 'i TIoS l OAl���rC' �1 •s) Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes ❑. No ❑ Not Applicable (Lau 5a() ZyD _ t on hatJ bzIl t 00 60-N 6,r- fele 41-,t!251 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No RNot Applicable A&w 4Dp{y'lVa1 G✓iL(_ N07' I1wk,4ce1-2 Z-¢sS Czr� tvr7 17 .y 5 Uav "" &tfl k" 1— t Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 throw h 21 for evaluation criteria ❑ Yes ❑ No Not Applicable /t?Yho Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III —Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable MO 6-0O3Sds7-0M -tv UiZ 'Dc5r7/2(32y0 IOCLJDWC) SGi�(/f�'� Cc'h✓ f/S rl &/O jd,L D L 1 A7- tjtj-fG i 'r&T"2 S_.Aw o 1Var b41yPS Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes 0 No Z Not Applicable n, QV44,i LV �& Ige MM,J Q M Z/i c h1 U— AloT ADD N Li i Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluationcriteria. F-1 �-�-`1 Yes 0 No Ig Not Applicable A10 "V(,Wjv ftjt�L De e&A n+-no u a-© O Cc-rZ ZI)►2 +v r#,asQ A"r0 .'9-h'j'rOSI PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the.Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. nn Fr 0 YesD No U Not Applicable //0 C r -(. V l�Gt� SCE Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes .❑ No ❑ Not Applicable _JV0 0,1-Mn_ IO 13 1)15rvn. .Q Attach additional sheets'if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III–Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 9Not Applicable ' c _T AT 6 517_17 !/l lz 8-112 W 1.116(— lyu?- Dilt7/ P, G)C1ST/NfQ Z n VllyCa An,( Jf2 Z)fGtl�LI�S Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III – Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No[/Not Applicable `` PP , Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III–Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No L'J Not Applicable b D vr� p Men/ dF �✓,� ti/ � /�►NF2 2vc�/2c Dt1fcii2ls� PREPARED BY 00 O'Cvi✓x✓tzj c— TITLE_A!I,& r i DATE S) / Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, CX owners of the property identified as SCTM# 1000- �1 L1 0Z—�S in the town of K C New York, hereby authorizes coo o rr, �it/2G(, to act as my agent and handle all necessary work involved with the application process for permit(s)fiom the Southold Town Board of Trustees for this property. Property Owner's ature Prop4- n..ner's zz SWORN TO BEFORE ME THIS 4 DAY OF JEA.NNINE N NAICKULAS Notary Public, State of New York No 01 M1ri041415 Qualified in Nassau County Commission Expires April 3,-1.99;1ao19 Notary Publi1cn� I 3✓u�tl-�at� k 1 �`..t C\ i t i t PA- r ,I r r .. o.� l .Y r •��* ��3'r� '�';*�, tir�'?f 3rn 3Y'.��t"\6���'�'� l2- t. �� � :3 �1���ir.'...SL'!i �fN"1 �+. .t;���y.,+„•srf J ���wr' :..it::��-y�'. :;3,+?^�. �Lk 'b ♦S _moi: q I - -- _ _, _v'�".:S:x.;::uv'4�M�,pmfS�rr!a.+p�,'. _ _ - w/•I'.:s:,".r'�-..�.-+'..........`:'Sii'.�.'._.:...:.......... _ .r...c..., r.._.__. _ .v-:..-r-r:rase—...r.. - -••rr�;rrsr.,-'..��''_. f t i r� � I I COUNTY OFS F / 1 MO a ow , I 5�� i I ° SEE SEC. Et P0.NO. 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MOILSTOCK I r, PLU!A ^ LOT CO\/ERAOE 20 % 3 % 5.q % 1 uAo weNce h +care LU I srartT Am (1--\-1 APA-ZEW ; •ISJ POEoco RBiDBcC A9• 1 _ LLJ �-No wEll s wITNIN loo FEET 1 o TESTI L HOLE SANITARY AS DESIGNED BY ` - 1 Z REGULATIONS. \\ I I\ O O OTHERS.INSTALL PER O CLEARING TO CONSIST OF REMOVAL OF ALL SHRUBS AND DEBRI5 TO ALLAH FOR �—cL r v uNs uNrr9 NEVI CONSTRICTION. \ \ 1 MOD�. LLJ { LOT AREA. I l n urlL. � b82 ACRES 3 EC C C, E � 9 \ \\ \ cONS11CJCn01+ \OO\V`�1� 1 4 2017 � SEP 0 � 6. oo„� � �G(i. 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LOfl/S`&'A/ARYANN=PACIVUTn' E Vu E Il V i `RRST. AMERICAN:.A10E-INSf/RANQE-.CO.. Q� SAFF'HARBAR;<nrzE \> SEP 1 4 2017 `�••=MONUMENT' - . � _ _ 4: 1 i Southold Town Board ofTuse ��•FROtiI"COASTAL,,EROS/ON,.HAZARDa" AREA 'MdP':(PHOTO°NO.'63=501'=83 SHEET'12) FLOODZONE,FROM.FIRM; 36. o r - , M6p. Effecflire0ote: fi i ELEVATIONS: EFERENCED 'TO N.A:V D: 88; w' " '-A'N.Y;:AC7ERA. " 1H/S`SURVEY'iS-A;::NO[A11OYV, ':. .S. .UC N0 '49618 iia+v-::aP`Avv/nav':irm.: _OIF SEC1i0N 72080F'.THE`A&' )RK.'STAIE`.EDIICA110N LAW.,' 'tw -EXCEPT. AS-PER'SECnav.�2o9=SueaWSON'x_ALL•CER77FI 577 S._ r ' FAX;:(631)' 765-1797`„ ,HEREON ARE VALID`fOR'.,7KlS MAP-.AND' WIES?n4EREOf-ANLY-!F AREA�38 434'SC?�`-F-'T: C' :SA/D z'AIAP OR'COPIES'BEAR 1HE'lMPRED' C OF'1NE'Sl1RVEYOiR _ P:O. l,. APPEARS HEREON TO' T1E' INET 12JO;7MA�WIXR`'STREET - E-. :NNO�SE SIGNATURE - .0520 ;SOUTHOLD;, N::Y _14971 TI. OWNER: LOU PAONUTTI ~ ADDRESS: 57475 COUNTY ROAD 48 CREENPORT, NY 11ci44 ZON I NO INFORMATION • D.1000 5.44 B.02 L.05 EXISTING ASPHALT CLEAN SAND SHOULDER { T U U `F O N N E L L TAX MAP # TONN OF SOUTHOL.D AREA. TYPICAL r, R C H I T E S 1 TE AREA:• 38434 SQUARE FEET GRADE ROAD SURFACE. FLOW .882 ACRES SECTION: 44 BLOCK: 02 LOT(5): 05 '.' �� � TOppO'CON ELL,AIA 1200 Veterans Memorial Highway 8 SQUARE FEE - G EARINO LIMITS: 1565 T suite 120 ZONE: R-40 REQUIRED EXISTING PROPOSED" op a o"0000 a , , Hauppauge,NY 11788 LOT AREA 40,000 50.FT. 55,454 50.FT. 58,454 50.FT. - °S o°o 0 0 0 0o CLEAN GRAVEL FILL. �-� P(631 650-6666 FRONTAGE 150 FT. 100.15 FT. 100.18 FT. ° o o a o a FILTER CLOTH F((631)650-6667 OD � ° o °°OC 4" VERTICAL C(516,658-C?325 FRONT YARD 50 FT. 182.50 FT. 182.50 FT. o 0 0 0 o SLOPE REAR YARD 50 FT. 140.20 FT. 140.20 FT. o Q Oo moo a0� UNEXCAVATED solL FACE O o O SIDE YARD (MIN) 15 FT, q.84 FT. 1.84 FT. 00�r_C2 00SIDE YARD (ACG) 55 FT. 52.15 FT. 21.�7 FT. fnuu= BEDDING DETAILOL z BUILDING HEIGHT 55 FT"/ 2� STY. 25.75 FT. 55A2 FT. I p� p, �y p� 8"THICK PRECAST FRENCH DRAIN DETAIL ' LOT COVERAGE 20 % 5 % 5.q % CONCRETE TRAFFIC �f-jam BEARING SLAB. Scale: NTS - EXISTING GRASS ANGLE FIRST STAKE TOWARD SWALE AREA Z_ GRASS SHOULDER PREVIOUSLY LAID BALE. �� AREA. TYPICAL CAST IRON INLET GRADE GRATE S FRAME �J/ ♦ �/�� rF �i" GRADE FLOW110 SITE DRA I NAO E GAL OUL.AT I ON5ED n _ _ ® IQ INA ® f n u 0 1:1 CLEAN SANDS BOUND HAY BALES r N660 (PN-1) ROOF AREA 1: RUNOFF FACTOR=1.0 ®®®®® GRAVEL ��^-��� n O q81 50.FT. x 2 , -� n PLACED ON CONTOUR �- # 23.03_ 12 = 165.5 GU FT PRECAST CONCRETED z L_ONO I SL_ANE) ®®®® Q � I I E3 12 -LEACHING RING. y 1 USE 8 x 4 DEEP DRAIN RING = Ibq GU.FT. on ®® - 2 RE-BARS: STEEL PICKETS OR J SOUND ®® ® I 1111= 2" x 2" STAKES 1.5' to 2' IN GROUND. \ • (DW-2) ROOF AREA 2: RUNOFF FACTOR=1.0 ®® _ DRIVE STAKES FLUSH WITH TOP OF � z �4°/2, 650 50.FT. x 2" _ 11111iilll HAY BALES. �� Oct , 105.5 GU FT \ 7.�K 12 ANCHORING DETAIL .• w o o � v• \ I I �+ GROUND CLEAN SAND&GRAVEL =1 USE 8 (P x 4 DEEP DRAIN RING = 16q GU.FT. WATER o , M•H j�•1"1• T-0"Min. 8'-0"Dia. 2'-0"Min. F QFU1LlF��'�QrV o\ 1 (2W-5) ROOF AREA 5: RUNOFF FACTOR=1.0 STRAW BALE DIKE DETAILS PLO ZONE \ 613 SQ.FT. X 2" - SCALE: NTS F z F V w 13 [Q oD Typical Section @ Leaching Pools ?- VE 16 -102.2 GU FT GRASS SWALE DETAIL Scale: NTS N~ z w N PROVIDE A 10 FT. 12 �QT11 o NON-TURP SUFFER ALONG STEPS )06.5,»5' N V p o W F - H LQ `ExI-N&SEAWALL GONG USE 8'� x 4' DEEP DRAIN RING = Ibq GU.FT. a _ Za N v �TES � 10 0 �_ DECK o�wxzQwop \ NOTES: goo - DER _ __ 1. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' Q Q A o } _ - XLzo� aO° o� _ A50VE AVERAGE GROUND WATER ELEVATION. _ _ ` 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' a �°v N a m w C,OASTAL EROSION HAZARD LINE ' 2 \ I w o o z o L.�� 'S PENETRATION INTO RATEABLE MATERIAL. j 50' MIN. I�FWNwu�,aQ °� 3 ' FLooD $ \ 5. DRYWELL& MUST HAVE A MINIMUM OF 5' OF W w o �' NO WELLS WITHIN 100 FEET \ ♦ ZONE N I BUT SUFFICIENT TO NEEP O>LU O8 IL VWF ♦ ZONE t O 18'x"MAX. FDIMFNT ON SITE to IL W H U 2 ♦ x O FERMI ABLE MATERIAL AROUND THE STRUCTURE. AxC.to C. �I o I--� }' SANITARY TO DE INSTALLED ♦♦ � �, \ z HAY BAIL AND/OR z�'F PER 5.C.D.O.H. WRITTEN \ ♦ `n v SILT FENCING we x v 0 o a x o- Z REGULATI ONS 4 APPROVAL ; "�C*re I LL m 4 Z d 1 OR alLr Pace GRADE p a D Q x p7 1 _ 77 k a; w w Q LL " w �� Q - CONC. • covey vlY+c ry I \• _ - 'ONSIST OF w - GLEARI NG TOG O covER �. , � � / a� � �`- :.:;,.::• - � 1 excoNr�:eove j �(r - i Vii.• o 1 l SHRUBS � REMOVAL OF A4 LL � � 1 ROrOX'V s" � � MI coveRm ry i N � N 1 olxlc 1 .;s a a A OW POR f AND DEBRISTO LL ` N r' T IC SOIL 5 OG . eN.coNr move i 0 i i" r r' 1 a 3' PILE AREA A � NEW CONSTRUCTION. w ( >� �noCR DWI O a- � z 1 I I ---------- hwlnoN Q 1 I - 2 45.94' � ' O rr r �. 0 I A o 2 2 N � ADJACENT � x eAR�ee oN RESIDENCE / o- ro uvlNe aP�ce i PERSPECTIVE i VIEW = 2Fa r 4 ORY CL f - 1 D W:2. 1 • 6 RIPI11rJ r' 0 . i 2 STORY . I STORY 1 ., A �OvinoN i ADJACENT RESIDENCE \ 1 , ISI \ PORTICO , I 36" MINIMUM 2 x 2 CONSTRUCTION ENTRANCE-FOUNDATION OFCOMPACTED FENCE POST 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVEDR.CA i FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. r �y WOVEN WIRE FENCE 1 (6x6 - 10/ 10 WWF) j Z j PLAN VIEW FILTER CLOTH 0 04 \r SCOP O X /' TEST F I Z I� HOLE \ '•, EL. 10.1 EMBED FILTER CLOTH DE I EXI`:TING, GRADE_ < MIN. 6" INTO GROUND Z R O A D La \ I SHED -C 4" c CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED �p HAY ft All_ AND/OR I 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. # �r r SII T FENCING FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. NOTE: CLEARING LIMITS MAXIMUM DRAINAGE AREA C ROSS SEC TION I565a SOFT. \ 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL \; y LOT AREA: \ TEMPORARY CONSTRUCTION ENTRANCE Z \, 5P,454 50.FT. SILT FENCE DETAILS SCALE: NTS2 J-�-1 It UTIL. .652 ACRES \ 1�-I POLE ¢ `\ SCALE: NTS � - O WELL •\t�1� I \ k I t n/ Q LU WELL ` C� � N \ ' _ Vii' Z oC� �d� - , \ �o 6.0 - �- o 7 %X17 6V11 __3 � dp (O '� l � a3� �0 �` � �� nom, CEJ ILT) '�G 1D�F''T. -�O�.D 0 �� V z TOWN OF SOUS � - f Q PLOT PLAN o � SCALE: 1" = 20'-0" r m Z 4 < D N Q GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: w® CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION RQ05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOAD5* AS PER ASCE -7-05 CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR GODS ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT LOAD -,e SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLAS5-A ASPHALT 5OURCE5 OF AIR LEAKAGE MUST BE (psf) OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF 5HINGLES OR APPROVED SEALED. G E I L I N G 5 NFjB° a o -0NNLLL NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. 5H I NGLE5 SHALL BE APPLIED -RECESSED L I GHT5 MUST BE TYPE 10 4�i� A H c K 10, e r: r. AUTHORIZATION BY THE ARCHITECT. GYPSUM BOARD (1/2-in.) 7.0 4'� :-' 20 CFM INFILTRATION THROUGH THE OVER I5# ASPHALT FELT WITH RATED AND INSTALLED WITH NO �3 LONO�� I ����� TODD O CC}t�)'�iELL,AIA THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC GYPSUM BOARD (5/8-ind C1.0 �•?�3'- REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2.0 �' AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2015 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY y Q 1200 Veterans Memorial Highway IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5 GLEARANGE FROM G O V E R I N G 5, ROOF AND WALL �`'` JOU I�l� Suite 120 CONTRACTOR SHALL REMOVE ALL 'tt'. Hauppauge,,NY 11788 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 5" ASPHALT SHINGLES 2.0 ETC., GLEAN GLASS AND LEAVE WORK, g" FIREPLACE WALL THICKNESS WITH WATERTIGHT WEATHERPROOF JOB. GLEARANGE FROM INSULATION GYPSUM SHEATHING, 1/2-in. 2.0 2` �.4°� P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE �•���Ocj" F(631)650-6667 4 NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT PLYWOOD (per 1/2-in.) I.6 °` Q �•� SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: _` C{516)658-Q325 CARRY WORKMAN S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, 1/2-in. 0.75 _� 83 AND GENERAL LIABILITY INSURANCE. ` C� • �r-ZZ' _ _ •CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 �• +dA=:'rI ° ; ' = ' ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. LOCAL CODES AND ORDINANCES. THEINSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO BITUMINOUS, SMOOTH SURFACE 15 CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: WATERPROOFING MEMBRANE �� PLc ZONE GUARANTEE HI5 WORK AND THE WORK -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR FINISHES PROVIDE A 10 F . ` rb S.S.G. 153 TYPE-U MEMBRANE TO BE OF HIS SUBCONTRACTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE NON-TURF BUFFER ALONG 5� 10.6ss, PERIOD OF ONE YEAR AFTER CERAMIC OR QUARRY TILE (3/4-in.) EXISTIN6 5EAWALL COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER 5 INSTALLATION 16.0 , SHALL BE INSULATED WITH FOIL IN5TRUGTIONS. ON I/2-in. MORTAR BED - _ _ �NGI 7Z OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. �_ WoO SE FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/`i-in. 4.0 t� ALL ri SHALL BE PERFORMED N ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 FIRE BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. ` Low-- DER PRACTICES. THE CONTRACTOR SHALL SUBFLOORING, 3/4-in. 3.02p "�:': INDEMNIFY AND HOLD HARMLESS THE WARM SIDE. PROVIDE 11/2 RIGID -MANUFACTURER MANUALS FOR ALL L AS PER SECTION 8502.15 OF THE `ti FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING FLOORS, WOOD J015T (no taster) 12-in. 16-in. OWNER, ARCHITECT, AND THEIR RESIDENTIAL GODS OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER p - , JOIST SIZES (in.) O.G. O.G. COASTAL EROSION HAZARD LINE 02 AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL2x6 6 5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). OTHERWISE SPECIFIED. GARS SHOULD PROVIDED. NO WELLS WITHIN 100 FEET \ ♦ FLOOD ZOO BE TAKEN NOT TO DAMAGE 2xo ` 0 ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN -INSULATION R-VALUES AND GLAZING 8 6 6 ZONE x FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY 2x10 SANITARY TO BE INSTALLED J* ` O 11n RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALL5 MARKED ON THE BUILDING PLANS OR 6 ` � Nto OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED 2x12 8 7 PER S.G.D.O.H. WRITTEN GLASS WINDOWS AND DOORS SPECIFICATIONS. REGULATION5 4 APPROVAL ♦ MAY SUCH CLAIM, DAMAGE, L055 OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION FRAME PARTITIONS ` O1p"LTBALM' N EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL BODILY INJURY, SICKNESS, R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: 1^h Uj Q WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.0 DISEASE FURRED SPACES SHALL ALSO BE FIRE N.Y.S. ALL GLA55 IS TO BE INSULATED -SUPPLY DUGT5 IN UNCONDITIONED ` COW_ o %,MRWvecxW z # OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT FRAME WALL 5 CLEARING TO CONSIST OF OCOVER . �TACIOVE ,` LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING � � V DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. REMOVAL OF ALL SHRUBS ` i '' �+ ` _ GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD WALLS: AND DEBRIS TO ALLOW FOR ( -SOIL STOCK J (OTHER THAN THE WORK ITSELF INSTALL GLASS UNTIL PROPER -RETURN DUGT5 IN UNCONDITIONED NEW CONSTRUCTION. ' INCLUDING THE LOSS OR USE PLUMBING 2x4 ® 16-in., 5/8-in. GYPSUM \ / PILE AREA CLEARANCES ARE PROVIDED. ALL ATTIG5 OR OUTSIDE THE BUILDING 11.0 ` � ' z RESULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER INSULATED 3/8-in. SIDING ; _ ___ �o' a+o WINI SUPPLY AND SANITARY SYSTEM AS SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. ; �` } ______:_::,; �e ` ^DDIT�O" O } CAUSED IN WHOLE OR IN PART BY AN-Y AND/OR WINDOWS A5 REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 2x6 ® I6-in., 5/8-in. GYPSUM, ` pig tt 45.94' V Z NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD 12.0 CODE SHALL BE INSULATED SPAGE5 MUST BE INSULATED TO R-8. INSULATED 5/8-in. 51DINO 1 222 CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. RETURN DUCTS IN UNCONDITIONED - - -- - --- �e 1ON RE510ENECE TEMPERED GLA55. ALL GLA55 DOORS - To�nnNs ince Q w F o ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 2WSTaeT +n 'tu �m w AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST " z w EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL GRANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FORSTOK ,� ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF 2 ` I STORY ;, ' Q m° + VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES SPECIFICATIONS. ALL -INSULATION I5 NOT REQUIRED ON PLASTER, ADD 5 ib/ft FOR EACH FACE PLASTERED. VALUES a Dye w Two-! - THEM MAY BE LIABLE REGARDLESS WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. GIVEN REPRESENT AVERAGES. IN SOME GASES THERE I5 A ADJACENT Igl p v Wx OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCHED CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. RESIDENCE FORncO N o��o Q 0, SEALED A5 PER 2015 IEGG +n� PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE Baa s '07 ~�"z z o�'°-m m REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: i =+ w N Q z }= p HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE A5 PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND 2016 EGG OF NEW YORK STATE: , ` ASSEMBLIES, AND METHOD OF R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE `---- , ° ~ W FOLLOWS: „ o m a)" 3 N T°° V DISH WASHER I I/2" WINDOWS WITHIN A 6 OF AN EXTERIOR CONNECTIONS MUST BE SECURELY Z -i w w CONSTRUCTION INCLUDING BUT NOT BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN r-`� °-__ 2 NN 0 KITCHEN SINK 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS GASKETS + ► aowo THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE , �w- W v LIMITED TO FORM-WORK TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), `` ' w Q N s°m x O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" BUILDING. ` D"w-� o ° z F° V F- PROV IDE ALL SCREENS AND MA5TI G-PLUS-EMBEDDED-FABRI G, OR I w 'z-Q Ixu o�� PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLA55 TAPES. DUCT TAPE 15 NOT o Q a o z ° BE CAREFULLY SUPERVISED BY THE TOILET 5" R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ` Q o w ° ° o�m IS TO BE FREE OF SCRATCHES AND PERMITTED. WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO Itp w° o° w CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED o° > w~a ui v THE INSULATION ON THE SURROUNDING SURFACES. IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4 THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL ` ' I3 TEST <N o Q o z SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 HOLE =mw ��► � � AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE ` `,, TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" w.g. CONSTRUCTED TO LIMIT AIR LEAKAGE TO <_ 3 AIR CHANGES PER , EL. Io.I k)v 0§W v a 0 FROM THE DRAWINGS AND PLANS WITH EA51LY ACCESSIBLE OTHERWISE. (500 PA.) HOUR. SPECIFICATIONS WILL NOT BE DRAIN DRAIN-COGKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY v }' PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE ` I SHED z n } k z o 8402.4.1.1: I N5TALLATI ON - THE COMPONENTS OF THE BUILDING 3 o w o W z� x o- z AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH I O -'~°�'z a N THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -000LI NG DUCTS WITH EXTERIOR �' - THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE' REQUIRED BY RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR TRE INSULATION MUST BE COVERED WITH A DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. COMPONENTS AND VERIFY COMPLIANCE. TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INTALLATION ` �u '$ ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CD IN THE Y cLEARIN6 LIMITSONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. COMPONENT AIR BARRIER CRITERIA INSULATION CRITERIA ,` i IsbsB SGtFT. ` } 8402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL 8E Y CONTRACTOR TO REMOVE $ PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A CEILING / ATTIC ALIGNED WITH ALIGNED WITH AIR \ I -� -7 TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A 5 AGA. \ !, RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND - INSULATION BARRIER EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. WALLS JUNCTION OF FOUNDATION CAVITIES WITHIN SPEC TO PROVIDE A WATER SYSTEMS. \` I� WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED AND SILL PLATE TO BE CORNERS AND HEADERS �p LOT AREA: 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING SEALED. OF FRAME WALLS SHALL Ip THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: ` '� CONTRACTOR SHALL CREDIT THE FUEL-BURNING APPLIANCES REQUIRE SPECIAL DARE. JUNCTION OF TOP PLATE BE FULLY INSULATED �� �, 38,434 SQ.FT. IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST SITE WORK OWNER FOR THE FULL EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND AND EXTERIOR WALLS TO WITH MATERIAL HAVING UTIL. .552 ACRES STAKEOUT 15 TO BE PERFORMED BY A ACCEPTABLE. ONE THERMOSTAT CAPABLE OF EXHAUST PIPES INSTALLED CONTINUOUS'TO THE OUTSIDE BE SEALED MIN. R-3 PER INCH POLE • SUBCONTRACTORS COST FOR THE INTERIOR WOOSURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE LICENSED SURVEYOR. STAKING AND D CHANGED UNIT. RIM JOIST RIM JOIST SHALL INCLUDE RIM JOIST SHALL BE a : ` 'vl (� Q LAYOUT ARE TO ESTABLISH ALL L I NE5 LIGHTLY SANDED SURFACES, HALLS, SPACE TEMPERATURE SET POINT OF R405.3.2: DUCT SEAL I NG - DUCTS, AIR HANDLERS, AND FILTER W THE AIR BARRIER INSULATED OCL \� AND BENCHMARKS. VERIFY ALL GIVENN DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. ` z 0 DATA ON DRAWINGS. IN CASE OF HVAC FLOORS (INCLUDING AIR BARRIER INSTALLED MAINTAIN PERMANENT ` W W ONE GOAT WOOD FILLER OR STAIN • � SYSTEM TO BE DESIGNED BY OTHERS. ABOVE GARAGES 8 AT ANY EXPOSED EDGE CONTACT WITH THE t Q 0 0 DISCREPANCY, RECEIVE AND TWO GOATS MCKLUSKY S ELECTRIC SYSTEMS: R403.5.5: DUCT TESTING - DUGT5 SHALL BE PRIES5URE TESTED TO Q Q CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE DETERMINE AIR LEAKAGE. CANTILEVERD FLOORS) OF INSULATION UNDERSIDE OF SUBFLOOR OWELL ` W ROOMS $ CONFORM WITH ALL STATE POLYURETHANE, REQUIRED FOR EACH DWELLING UNIT. PRIOR TO PROCEEDING. EXCAVATE EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE DRAWL SPACE HALLS EXPOSED EARTH IN INSULATION SHALL BE , IV Q 0 AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT (APPLIES ONLY TO UNVENTED CRAWL PERMANENTLY ATTACHED ' \ � z Ir- AND BACK FILL FOR WORK INDICATED THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN UNVENTED CRAWL SPACES TO BE COVERED TO CRAWL SPACE ` ` p z z PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: ENTRANCE ON DRAWINGS. STOCKPILE TOPSOIL THE BUILDING THERMAL ENVELOPE. 's1 � \� � W W OBTAINED FROM STRIPPING DRIVEWAY SPACE) WITH A GLASS I VAPOR WALLS. IF NOT PROVIDED i ENTRANCE / O' EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED � :, \O � J � RETARDER IN FLOOR / GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBUSTABLE f00 m 0 0 AND BUILDING SITE. STOCKPILE ALL 8403.3.5: BUILDING CAVITIES TI ES - SHALL NOT BE USED AS DUCTS OR � / 1.• EXCAVATED MATERIAL. NEW AND PLENUMS SHAFTS / DUCT SHAFTS UTILITY FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS '� W w w O PENETRATIONS PENETRATIONS, AND FLUE / W EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED SHAFTS OPENING TO k ' NOO a- D_ Q- z TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING ��- 6 °�� O i� UNCONDITIONED SPACE �. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE <550F, TREE ROOTS, ROCKS AND DEBRIS. FLUIDS >105 F OR INSULATE TO R-5 MIN. TO BE SEALED ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE m WITH MASONRY SHALL BE AGO. ALL LAMBERT DUTCH BOY. GABOTS BUILDING GODS OF NEW YORK STATE GARAGE SEPARATION AIR SEAL BETWEEN ` \O � tV Q Q UNSUITABLE FOR BACK FILL MATERIAL 8403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE GARAGE AND `V m SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MCKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONDITIONED SPACE C�tiL'�' 0 O Q PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY IRC/IMG. \ SUB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. FEET OF THE BUILDING. PROPER THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER RECESSED LIGHTING SEALED TO THE AIR TIGHT AND IG _ # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECTS AND/OR OWNERS THAN DRYWALL RATED PLOT PLAN m BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) HVAC REGISTER REGISTER B0075 THAT ry WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL 'HCFA = CONDITIONED FLOOR AREA BOOTS PENETRATE THERMAL SCALE: 1" = 30'-0" STUD WALLS A71/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MU57 HAVE A HEAT TRAP ENVELOPE TO BE CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.5.2. ON BOTH THE INLET AND THE OUTLET R405.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON SEALED TO 5UBFLOOR ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.5.6 OF THE UNLESS THE WATER HEATER HAS AN LOADS CALCULATED PER ALGA MANUEL J. OR DRYWALL "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR 15 PART OF \ THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A CIRCULATING SYSTEM. R404.1: LIGHTING - A MINIMUM OF 75% OF PERMiANENTLY �J SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE CIRCULATING HOT WATER INSTALLED FIXTURES MUST HAVE HIGH-EFFICANGY LAMPS. Z PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE 1/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. LOW-VOLTAGE LIGHTING EXEMPT O PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED AND 1/2" ON CEILINGS UNLESS1�- PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, CIRCULATING HOT WATER SYSTEMS: X PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER //���I - - CORNERS. WHERE FLUSH FRAMING AND EDGES SHALL BE TAPED AND PIPES TO THE LEVELS ON TABLE 1. NOTE: ZO(�t I I `�I O INFORMATION CONCRETE OCCURS, USE MIN. 160A SHEET METAL RECEIVE THREE GOATS OF JOINT V I NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR COMPOUND. ALLOW 24 HOURS TO DRY HEATING AND COOLING PIPING FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PRESUMPTIVE LOAD Q SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: BEARING VALUES . BANDY GRAVEL AND/OR GRAVEL CONTRACTOR TO CONSULT ENGINEER I 2F DIFF ERENT LBB TOl�l�l O 'OUT OL.17 TEMPERATURES OF 40 DEGREES F. BE MINIMUM 5/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAC, PIPING CONVEYING FLUIDS PER SQUARE FOOT. FF �- AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS 501E MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, FOR SECTION: 44 BLOCK: 02 LOT(5): 05 Q BE PLACED ON FROZEN SURFACES. N0 NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL BELOW 55°F MU57 BE INSULATED TO ALTERNATIVE FOOTING AND FOUNDATION WALL DESIGN ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL OPENINGS. THE LEVELS IN TABLE 2. lu O WITHOUT WRITTEN PERMISSION OF THE BE 5 1/2 JC ". USE DOUBLE AK STUDS ZONE: R-40 REQUIRED EXISTING PROPOSED IIJD ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL TABLE 1 : MINIMUM INSULATION THICKNESS FCR CIRCULATING HOT WATER PIPES LOT AREA 40,000 SG.FT. 38,454 50.17T. 38,434 50.FT. Q �- MIN. 5,500 P.5.1. AT 28 DAYS 4 4,000 LENGTH. ALL WORK SHALL COMPLY WITH THE NOTES: INSULATION THICKNESS IN INCHES BY PIPE SIZES FRONTAGE 150 FT. 100.18 FT. 100.18 FT. (� Z PSI FOR GARAGE SLAB. PROVIDE ALL NATIONAL ELECTRICAL CODE AND ALL I. OBTAIN ALL PERMITS PRIOR TO 1LI HEATED WATER NON-G I RGULATI NG RUNOUT'' G I RGULATI NG MAINS AND RUNOUTB SLEEVES AND FOUNDATION VENTS AS STATE, LOCAL, AND UTILITY COMPANY THE START OF WORK. FRONT YARD 50 FT. 182.50 FT. 182.30 FT. Q 1n NOTE: ALL NON-ENGINEERED LUMBER TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 REQUIRED BY NY5 GODS. UNLESS CODES AND REGULATIONS. ALL TO BE DOUGLAS FIR #2 OR BETTER 170-180 0.5 1.0 1.5 2.0 REAR YARD 50 FT. 140.20 FT. 140.20 FT. (� INDICATED, ALL FOUNDATION CIRCUITS SHALL 8E MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED FOOTINGS ARE TO BE A MIN. 8" DEEP' POWER WIRING SHALL BE MINIMUM 14 WITH ROD & SHELF, ALL LINEN 140-160 OS 0.5 1.0 1.5 SIDE YARD (MIN) 15 FT. 01.84 FT. 01.84 FT. OL z PROJECTING 6 ON EACH SIDE OF THE-2 AWG. CONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 100-130 0.5 0.5 0.5 1 1.0 SIDE YARD (AOC) 55 FT. 32.15 FT. 21.x-7 FT. 1n FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12" ABOVE FINISHED ROWS OF SHELVES. DEFORMED BARS CONTINUOUS IN THE FLOOR UNLESS OTHERWISE INDICATED. BUILDING HEIGHT 55 FTJ 2 STY. 25.15 FT. 35A2 FT. o ALL SWITCHED TO BE LOCATED 36" 5. DOOR TRIM AND BASE MOLDING FOOTING. ALL 4 THICK CONCRETE NATE: LOT GOVERAOE 20 % 5 % 5 ABOVE THE FINISHED FLOOR UNLESS TO MATCH EXISTING .01 SLABS TO HAVE 6X6 10/10 WELDED -THE PLUMBING SYSTEM SHALL BE INSTALLED I N ACCORDANCE WITH THE REQUIREMENTS OF CHAPTERS 25-52 OF Q W_ WIRE REINFORCING. ANCHOR BOLTS lig! OTHERWISE INDICATED. SUPPLY d� W RECOMMENDED LAMPS IN ALL 4. ALL BATHROOM FIXTURES AND THE 2015 INTERNATIONAL RESIDENTIAL CODE. 0 m CONCRETE SHALL BE HOOKED 5/8" X FIXTURES. FAUCETS TO BE SUPPLIED BY OWNER -THE MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTERS 12-25 OF 12" AT MAX. 5' 0.0. PROVIDE BITUMEN z z EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR THE 2015 INTERNATIONAL RESIDENTIAL CODE.-THE FUEL GAS SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 24 OF THE ' AND FOUNDATION HALLS. THIS PROJECT COMPLIES WITH: 5. FINISHES TO BE SUPPLIED 2015 INTERNATIONAL RESIDENTIAL CODE. a O z 2016 NEW YORK STATE UNIFORM GORE BY OWNER # to O � v TABLE R602.5(I) TABLE R602.3(I) FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS NUMBER AND TYPE NUMBER AND TYPE SPAGIN6 OF FASTENERS ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,bc SPACING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER abc INTERMEDIATE BEARING WALLS NON-BEARING WALLS ROOF D6E5 h SUPPORTS c0 TODD C1'COPY Pd L L L [:Ir:lN.HE5 r w> (INCHES) 4-8d BOX(2 �"X0.113")OR WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL MAXIMUM 5PAGIN6 MAXIMUM 5PACIN5 WHEN MAXIMUM SPACING WHENn a C K s T FC T P. C. I BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON(2 Y2"X0.131");OR TOE NAIL 5HEATHING TO FRAMING[SEE TABLE 8602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPAGIN6 WHEN LATERALLY LATERALLY TO TOP PLATE 3-10d Box(2 Y2"x0.128");OR STUD SIZE 5UPPORTING TWO UNSUPPORTED UNSUPPORTED 3-3"X0.131"NAILS s bd COMMON(2"X0.113")NAIL(5USFLOOR,WALL) b 12f (INGHE5) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS A ROOF-CEILING 30 /e" -Y2" 8d COMMON(2 Y2"X0.151")NAIL(ROOF) HEIGHT g (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT TODD O'C NELL,AIIA 4-8d BOX(2 "X0.113")OR ASSEMBLY, ONLY (INGHE5) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) HEIGHT g (INCHES) g (FEET) g (FEET) 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL 31 Ig'°2' - I 8d COMMON NAIL(2 Y2"X0.131"9 b 12f 120(7 Veterans Memorial Hi+�hwa Y 3-I)d Box(2 Y2"x0.128");OR Suite 120 3-3"X0.131" NAILS 52 1)eV - 1 Ya" IOd COMMON(3"X0.148")NAIL;OR 6 12 Hauppauge,NY 117$$ 8d(2 Y2"X0.131')DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-106 BOX(3"XO.113") OR OTHER WALL 5HEATHIN6 P(631)650-6666 3 LAPS OVER PARTITIONS[see Sections 8802.3.1 , 8802.32 3-I6d COMMON(3 Y2"X0.162");OR FACE NAIL 53 I Y2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"CROWN STAPLE 16 go., 3 6 (631 {)-6667 and Table 8802.5.1 (g)] 4-3"X0.131" NAILS SHEATHING C(516)658-0325I Y" LONG CEILING JOIST ATTACHED TO PARALLEL RAFTER 2%2" STRUCTURAL CELLULOSIC FIBERBOARD a G L Z D ROA 6 e I 4 (HEEL JOINT), TABLE R802.5.1(41) 34 5HEATHING DIAMETER,OR I"GROWN STAPLE 16 ga., 3 6 I [see Sections R8o2.3.1 ,R802.5.2 and Table R80'25.1 (11)] FACE NAIL " LONG I Y2"GALVANIZED ROOFING NAIL;STAPLE 35 Y2" GYPSUM SHEATHINGd GALVANIZED, I YY LONG;I Y4"SCREWS, '7 7 4-I0d BOX(3"X0.128") OR TYPE W OR 5 2X4 10 24c 24 10 16 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X toga. 5-10d COMMON(3 Y2"X0.148");OR d I %"GALVANIZED ROOFING NAIL;STAPLE 2X6 10 24 24 16 24 20 24 a 5 RIDGE STRAP TO RAFTER 4-5"X0.131" NAILS FACE NAIL EACH RAFTER 36 5/g° GYPSUM 5HEATHING GALVANIZED, 1 %,"SCREWS,TYPE W OR 5 -7 WOOD 5TRU5TRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING FOR 51: 1 I1NGH = 25.4 mm, I FOOT = 304.Smm 3-Ibd BOX NAILS(3�"X0.13s")OR 2 TOE NAILS ON ONE 510E bd DEFORMED(2"X0.120")NAIL;OR b 12 a. LISTED H-(EIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE RAFTER OR ROOF TRUSS TO PLATE O ' 3-IOd COMMON NAILS(3"x0.148");OR AND I TOE NAIL ON OPPOSITE 37 °/a" AND LESS ad COMMON(2 Y2"X0.131") NAIL SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 6 4-I0d BOX(3"X0.128");OR 510E OF EACH RAFTER OR 4-3"x0.131' NAILS TRU551 ad COMMON(2"X0.131")NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 58 V. _ l„ 8d DEFORMED(2 Y2"x0.120")NAIL 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS ,1 4-Ibd(3 "x0.135"9 oRG. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO COMMON(3"x0.148") NAIL;OR 6 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. ' 3-I0d COMMON(3'X0.148");OR TOE NAIL 311 I Ye" - I Y4" ad 8d DEFORMED(2 Y2"X0.120"9 NAIL 4-10d BOX(3"X0.128");OR ; ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131" NAILS FOR 51: 1 Inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR = 0.441 m/s;I ksl = 6.8115 MPo ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-16d BOX(3�"X0.135"9 OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND 5HEATHING 2-I6d COMMON(3)'2"X0.162');OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF O.Ig2 INCH(20d 3-I0d BOX(3"X0.128');OR c 3-3"X0.131"NAILS COMMON NAIL),110 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.IT7 INCH,AND 100 K51 FOR SHANK DIAMETERS of 0.142 INCH OR LESS. R501.2-2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDIN05 LOCATED IN WALL b.5TAPLE5 ARE Ib GAGE WIRE AND HAVE A MINIMUM 1/I6-INCH ON DIAMETER GROWN WIDTH. NINDE30RNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. c'NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. Ibd COMMON(3 Y2"X0.162") 24"O.G.FACE NAIL d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 41-FOOT PANELS SHALL BE APPLIED VERTICALLY. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE �m 8 STUD TO 57UM(NOT AT BRACED WALL PANELS) 5PACING OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE 8602.3(2). REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E lclaI6 AND ASTM E 1886 AS IOd (3"X0.128");OR 3"X0.131") NAILS I6"O.G. FACE NAIL f.WHERE THE ULTIMATE MESION WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD 5TRUGTURAL PANEL ROOF SHEATHING TO MODIFIIED IN SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR j- 6ABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING (V I6d BOX(3 Y2G TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131"NAILS 12"O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO &ABLE END WALL FRAMING. STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) N O 41 CORNERS(AT BRACED WALL PANELS) g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 13116 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD 5HEATHING # I6d COMMON(3 Y2"X0.162"9 16"O.G. FACE NAIL SHALL CONFORM TO ASTM G 208. EXCEPTION: Z InSPAGIN6 OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDOE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED WOOD :STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN %, INCH AND A Q v Ibd COMMON(3 Y2"X0.162") I6"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPAGIN6 OF FASTENERS ON ROOF 5HEATHIN5 PANEL EDGES APPLIES TO PANEL EDGES F- - 10 SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES PERPENDICULAR TO SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. -1 -( BUILT-UP HEADER(2" TO 2" HEADER WITH Y2" SPACER) Ibd BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT A5 REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE 5-8d BOX(2 Y2"X0.113");OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TV40 TOE NAILS 4-8d COMMON(2 Y2"X0.131");OR TOE NAIL ON ONE 510E OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED 11 CONTINUOUS HEADER TO STUD 4-10d BOX(3"x0.128" THE OPPOSITE SIDE of THE RATER SHALL NOT BE REQUIRED. WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO z Ibd COMMON(3 Y2"x0.162") 16"O.G.FACE NAIL RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT u 12 TOP PLATE TO TOP PLATE 10d BOX(3"x0.128");OR TABLE Ra02.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE °J ~ o w H�v 12" O.G.FACE NAIL z 3"x0.131")NAILS FROM WIND (ASD) (POUNDS PER CONNECTION) Ob'`cl,`f'ah ° '-"��� BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR w w , v 0 0 8-I6d COMMON(3�"x0.162");OR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE <F N° "�� 0 EXPOSURE B d w 0-x 12-I6d BOX(3 Y2"X0.135");OR DESIGN( WIND SPEED, IS 180 MPH OR LESS. �v_�ro o�°w`�9 DOUBLE TOP PLATE SPLICE FOR 500's A-D2 WITH SEISMIC 12-10d BOX(3"X0.128");OR FACE NAIL ON EACH SIDE OF °O F O BRACED WALL LINE SPACING<25' 12-3"X0.131"NAILS END JOINT(MINIMUM 24"LAP ULTIMATE DESIGN WIND SPEED Vult (mph) F °<1-w SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 150 mph 140 mph TABLE R501.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING z z z o=o 13 END JOINT) TRUSS SPACING (FEET) p p SCHEDULE FOR WOOD STRUCTURAL PANELS ~a Z;IL Q m��-°OztA W DOUBLE TOP PLATE SPLICE 5DG's D0,01,OR D2;AND 12-I6d(3 Y2"X0.135') ROOF PITCH ROOF PITCH � p BRACED WALL LINE SPACING>25' °F J[ FASTENER SPAGIN6 0 `U O 3 <5:12 >5:12 <5:12 >5:12 °ZF J MOM v FASTENER TYPE 4 FOOT 6 FOOT * `�<N O w o LU v Ibd COMMON(3 Y2"X0.162") Ib"O.G.FACE NAIL 12 115 88 122 115 < o°m i= 2 Q 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 18 122 112 157 146 PANEL SPAN < PANEL SPAN < PANEL SPAN w° z °,,, v F- I6d BOX(3 Y2"X0.135");OR o w BLOCKING MOT AT BRACED WALL PANELS) 3"X0.131") NAILS 12"O.G.FACE NAIL 24 1411 137 192 178 4 FOOT <_6 FOOT <8 FOOT < Q W F x° o 28 167 153 216 200 12 O.G. NO. � WOOD SCREW <v w 3-I6d BOX(3 Y2"X0.135");OR 3 EACH Ib"O.G.FACE NAIL 32 185 170 240 222 15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-Ibd COMMON(3 Y2"X0.162");OR 2 EACH 16"O.G.FACE NAIL 36 205 186 264 244 BASED ANCHOR WITH 2 16 I Og o° >y w BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH 16"O.G.FACE NAIL 42 230 211 300 2-78 INCH EMBEDMENT LENGTH 0- v�'° 4-SdBOX(2 "X0.113");OR xNw°Q' f 3� 48 258 256 536 511 u N o O O z w 3-I6d BOX(3 Y2"X0.135");OR 12 126 117 162 150 NO. 10 WOOD SCREW w N w (Y<� 4-8d COMMON(2 Y2"X0.131'9;OR TOE NAIL 18 162 149 209 194 BASED ANCHOR WITH 2 16 12 Ib TOP OR BOTTOM PLATE TO STUD 4-3" XBO.131 NAOX Oc1128");OR 24 lq8 182 255 23"1 INGH EMBEDMENT LENGTH F W x�- W w o ~ 16" O.G. � 246 2 222 �6 3�9 2115 - 3-I6d BOX(3�"X0.135");OR 3 H N P O W)-a N z O 2-I6d COMMON(312"X0.162");OR END NAIL 36 270 247 351 325 Y4 ING,H LAG SCREW v w x o Z 3-I0d BOX(3"x0.125');OR 42 306 281 51111 370 BASED ANCHOR WITH 2 I6 16 16 ~° z �'-1 K 5-3"x0.131" NAILS 48 343 314 447 414 3-IOd BOX(3"x0.128");OR I NGH EMBEDMENT LENGTH <o S Q I? TOP PLATES,LAPS AT CORNERS AND INTER5ECTIION5 2-I66 COMMON(3 Y2'XO.162");OR EXPOSURE G ��*~ 3-3"X0.131" NAILS FACE NAIL ULTIMATE DESIGN WIND SPEED Vult (mph) a. 'THIS TABLE IS BASED ON 180 MPH ULTIMATE 5-8d Box(2 "x0.113");OR RAFTER OR ROOF SPAN IDE51ON WIND SPEED AND A 55 FOOT MEAN ROOF 0 0 0 130 mph 140 mph 0 0 0 }- :2-5d COMMON(212"x).131");OR TRUSS SPAGINS (FEET) b. IFAS ENERS SHALL BE INSTALLED AT OPPOSING IS I"BRACE TO EACH STUD AND PLATE 2-10IOd BOX(3"X0.128");OR FACE NAIL ROOF PITCH ROOF PITCH 2 STAPLES 1 s/4" -Sa Box 2 x0.1 ;OR <5:12 >5:12 <5:12 >5:12 IEND5 OF THE WOOD STRUCTURAL PANEL. 2-Sd COMMON(2 Y2"X0.131'7;0R IFA5TENERS SHALL BE LOCATED NOT LESS THAN 111 i" X b" SHEATHING TO EACH BEARING 2-10d BOX(3"X0.128");OR FACE NAIL 12 161 151 1 - 186 2 STAPLES, I"GROWN, Ibga.,l %"LONG S 208 195 2557 242 IINGH FROM THE EDGE OF THE PANEL. pC 24 256 2311 317 298 C. ANOHOR5 SHALL PENETRATE THROUGH THE 3-8d BOX(2 "X0.113");OR 28 289 269 358 335 3-8d COMMON(2 Y2"x0.131"9;OR, 121, O.G. 32 321 20101 398 373 (EXTERIOR WALL COVERING WITH AN EMBEDMENT 3-I0d BOX(3"x0.128");OR SS T ILENGTH OF NOT LESS 2 INCHES INTO THE 3 STAPLES, "GROWN, I6gaj s/a"LONG 36 555 3211 438 411 < 42 402 375 4911 468 IBUILDING FRAME. FASTENERS SHALL BE LOCATED z .& 20 I' X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 8" FACE NAIL 48 450 420 560 524 NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE - 4-Sd BOX(2 J"X0.113");OR to lu 12 214 201 263 247 3-8d COMMON(2 Y2°X0.131");OR cGONGRETE BLOCK OR CONCRETE. 0 IrJ 3-I0d BOX(5"x0.128");OR 0 277 25q 342 322 d 4 STAPLES, I"GROWN, Ib o.,l %" LONG 24 340 318 422 5016 d. (PANELS ATTACHED TO MASONRY OR X gtu FLOOR 28 384 358 476 446 (MASONRY/STUCCO SHALL BE ATTACHED USING tu v v I6" O.G. 32 427 598 52q 496 'VIBRATION-RESISTANT ANCHORS HAVING AN 4-8d BOX(2 J"X0.1139;OR Z t- � 3-8d COMMON(2 Y2"XO.131");OR 36 4611 438 583 547 (ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS Z Z 21 J015T TO SILL,TOP PLATE OR&IRDER 3-I0d BOX(3"X0.128");OR TOE NAIL 42 1 535 1 4114 664 622 'THAN 1,500 POUNDS. Q J lu 3- 3"x0.131" NAILS 48 5119 55q 745 bq7 - - Sd BOX(2 "XO.113") 4"O.G.TOE NAIL 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL 018 TOP ad COMMON(2 Y2"X0.1319;OR FOR S1: 1 INCH = 25.4 mm, I FOOT = 504.8mm, I MILE PER HOUR= 0.447 m/s, F- PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3"X0.128");OR 6"O.G. TOE NAIL W 3"x0.131"NAILS I POUND =0.454ke, I POUND PER SQUARE FOOT = 4-7.11 N/m2, I plf 14b N/m OL !L 0- Z 3-8d BOX 2 "X0.113';OR 2-8d COMMON(2 Y2"X0.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF1- 23 1" X 6"SUBFLOOR OR LESS TO EACH JOIST 3-I0d Box(311x0.128");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT 2 STAPLES, I"GROWN, Ibgo.,l s/4"LONG CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE <3-Ibd BOX(3 Y2'XO.135");OR BLIND AND FACE NAIL TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE (�� Q 24 2"5U5FLOOR TO JOIST OR GIRDER 2-I6d COMMON(3 Y2"x0.162") ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE - O 3-I6d BOX(3 Y2'XO.155");OR AT EACH BEARING,FACE NAIL TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF 25 2"PLANKS(PLANK SBEAM-FLOOR d ROOF) 2-I6d COMMON(3 Y2"X0.162") HEIGHTS. 3-I6d COMMON 3 "X0.162") b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING m N - } 26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"X0.128");OR ASSEMBLY DEAD LOAD OF 15 PSF. U I 4-3"X0.131"NAILS;OR END NAIL G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF 1� 4-3"X 14go.STAPLES,a"GROWN OVERHANG OF 24 INCHES. NAIL EACH LAYER A5 FOLLONS: d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE 20d COMMON(4"x01112");OR 32" O.G. AT TOP AND BOTTOM AND STAGGERED MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING IOd BOX(3"X0.128");OR 24" O.G. FACE NAIL AT TOP CORNERS. LU 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131"NAILS AND BOTTOM 5TA66ERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED AND: OPPOSITE SIDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS �J W 2-20d COMMON(4"x0.1412");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED Z 3-I0d BOX(5"X0.128'7;OR AT EACH SPLICE FORGES. O 3-3"x0.131" NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT (� 4-I6d BOX(3�"x0.135")pR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL L-J 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON(3 Y2"X0.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE. 4-I0d BOX(3"x0.128");OR FACE NAIL LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS 4-3"X0.131 NAILS SHALL BE PERMITTED. 211 BRID61N6 TO JOIST 2-I0d(311X0.1281) EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED (\ (v TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. t BOOL O ?p U) LU OLr � V Z Lo - O O Q w O T Z n Q 0 O w 3 0 PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH SIDES OF OPENINGS 6' ` HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A OR GREATER IN WIDTH " OR APPROVED EQUIVALENT AT EVERY . TODD o'C O ry 4 L L L RAFTER TO PLATE CONNECTION BOTH SIDES WHEN P, RCHI "" ECT 11, 1, -RAFTERS DO NOT ALIGN WITH STUDS DOUBLE 2X STU ` TODD O'CONNELL,AIA 5IMP50N HDU5-S052. HURRICANE ANCHORS MANUFACTURED BY 1200Veterans Memorial Highway 51MPWN STRONG-TIE CONNECTOR SIMPSON STRONG-TIE CONNECTORS MODEL Hauppauge,NY 11788 L. "Z TO BE USED WHEN No. HI OR APPROVED EQUIVALENT AT EVERY Suite 120 ' RAFTER ALIGNS WITH STUD RAFTER TO PLATE CONNECTION-- P(631)650-6666 USE A MINIMUM OF TWO Bd \\ F(631)650-6667 NAILS TH15 51DE WITH A / °°' • �I C(516)658-0325 TOTAL OF FOUR INTO RAFTE ROOF RAFTS ® ROOF RAFTS ° DOUBLE TOP PLA I 1 I POST GAP MANUFACTURED BY SIMPSON i STRONG-TIE CONNECTORS MODEL No. 5052-2/4 OR APPROVED EQUIVALENT INSTALLED AS PER MANUFACTURES SPECIFICATIONS D o• / STUD PLATE TIES MANUFACTURED BY 5IMP50N t , STRONG-TIE CONNECTORS MODEL No. R51*4 OR APPROVED EQUIVALENT AT EVERY STUD ` TOP TE CONNECTION WHEN RAFTERS DO NOT LA o ALIGN WITH STUD o BEA // N DECORATIVE COLUMN COVER / �` 3 4x4 GOLU STUDS m 16" 0.0.-/ 5/e" THREADED STEEL RO ° SIMPSON HDU5-5D52. HURRICANE ANCHORS // ° MANUFACTURED BY TWO 8d NAILS 5IMP50N STRONG-TIE (�J INTO PLATES DOUBLE 2X STU CONNECTORS MODEL No. H2.5A OR APPROVED IN sT,Dd N ILS SIMP50N HDU5-5D52. EQUIVALENT AT EVERY BEAM TO HOOKED ANCHOR BOLT JOIST CONNECTION / AGQ DECKING Z # RO01` STfi� �"'fi 11�1C DETAIL MIN. 12" PENETRATION BOTH SIDES v 3 INTO FOUNDATION s USE SIMPSON Z-MAX OR HD6 CONNECTORS SCALE: 5/4" = 1'-O" v TO INCREASE CORROSION RESISTANCE O F.J. a 16" O.G. FOR ALL HARDWARE IN CONNECTION W/ACG LUMBER. 0 z USE SIMPSON Z-MAX OR HD6 CONNECTORS BEA TO INCREASE CORROSION RESISTANCE POST GAP MANUFACTURED BY SIMPSON POST GAP MANUFACTURED BY SIMPSON w Q<L N 1: w FOR ALL HARDWARE IN CONNECTION STRONG-TIE CONNECTORS MODEL No. B052-2/4 STRONG-TIE CONNECTORS MODEL No. BG52-3/6 p 'z a W/ACO LUMBER. 1j" MIN. EDGE s �� OR APPROVED EQUIVALENT INSTALLED OR APPROVED EQUIVALENT INSTALLED w w f► o 0 0 II A5 PER MANUFACTURES SPECIFICATIONS AS PER MANUFACTURES SPECIFICATIONS WALL STUDS m 16" O.G. DIFFERENCE IL Q N w v DOUBLE F.J. UNDER GOLD 0 01 0 Q F o9 x4 ACG COLUMN N� �Qo Www ( COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIE ODEL No. 0135066-5D52 INSTALLED AS PER MANUFACTURERS SPECIFICATIONS OR APPROVED EQUIVALENT iU II iA 4�S* �uw� 4• V L lJ r ' 12"4) P.GONG. 50NOTUBE W W L�s-�O w W 0 36 :: ® BELOW GRADE MIN. I I 5/8 d)xl2.I STEEL ANCHOR BOLTS AT 3'-0" O.G. MAX. r, <9 W Y°� o BOTTOM PLA MIN EMBEDMENT OF -1"—/ RIMJ015T ww�z�'o how I <�NW SEE PLAN Q�o�o`� zwo � • L I uQ,U�NFW V�aN V �I'_W- 'v<3pa d - W-W R'Q R Oa DOw�� ~ �wwQwwH*I II �a Q USE SIMPSON Z-MAX OR HDO CONNECTORS z 1-`0'F m v) N o o m SUB FLOOR ALL STRAPPING TO BE _ z w � �� TO INCREASE COIRRO51 ON RES I STANCE o =o FOR ALL HARDWARE IN CONNECTION FLOOR JOIST INSTALLED AS PER MANUFACTURES 4 �Q�:Q Q z SPECIFICATIONS AND NYS CODE w/ AGG2 LUMBER. COLUMN STR i��I NO D T I L (D 0 _ s o SILL PLA a ��QQI aoQ�o TERMITE SHIEL Ib 6a. STRAP TIES MANUFACTURED BY SIMPSON 5TRON6-TIE CONNECTORS ' I }� I,�' J� I SCALE: 5/4" = 1'-O" FOUNDATION WALL ODEL No. 0516 OR APPROVED EQUIVALENT. ,4 HOLD L/OY`N FETA I L •3 X X X STRAP TO HAVE MIN. 12" BEARING ON THE STUD / AND WRAP UNDER SILL PLATE AT FOUNDATION. �J II "x55412" STL. BEARING PLATE MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. PROVIDE Ice PROTECTION A5 PER RaOSZ.'I. PROVIDE Ice PROTECTION AS PER R9052.71. WHICH CONSISTS OF AT LEAST 2 LAYERS WHICH CONSISTS OF AT LEAST 2 LAYERS LBP512 OR APPROVED EQUIVALENTr�NG OR BOLT DETAIL OF UNDERLAYMENT GB-ENTED T06ETHER OR OF UNDERLAYMENT CEMENTED T06ETHER OR 3/4" PLYWOOD SUBFLOOR A 5ELF-AV*,IMN6 POLYMER MODIFIED BITUf-MN A SELF-ADHERING POLYMER MODIFIED BITUMEN SST TO EXTEND A FROM EAVES EDGE TO A 12 SHEET TO EXTEND A FROM EAVES EDGE TO A 12 = IGAL 5/e"xl2" HOOKED ANCHOR BOLT •3 „ - , „ 210X8" F.J. 16° O.G. MIN.OF 24•INSIDE THE EXTERIOR WALL LINE MIN.OF 24•INSIDE THE EXTERIOR WALL LINE - a 3'-0" O.G. SCALE: 5/4 - 1'-0" FIRST FLOOR OF THE S•�r,RE of THE STRUCTURE - W/1" MIN. EMBEDMENT INTO CONCRETE I/2•GYPSUM BO 12 V2•GYPSUM BO 12 - WITHIN 6-12" OF EACH END OF PLATE MIRAVISTA BRAKE ROOFING BY MIRAVISTA SNAKE ROOFING BY Q 2 OUND TION STR i��I NO DETAIL OWENS CORNING KAUW FINISH OSTA CORNING WALNUT FINISH W W INSTALL A5 PER IWIFI AG INSTALL A5 PER MANUFAG z SPEGIFIGATIONS SPEGIFIGATIONS � U.! W •3 SCALE: 5/4" = 1'-O" (3) 2x12 X 4 Q R-5a BATT INSULITION R-SOC BATT INSULATION Q WHEN NOT ALIGNED WITH RAFTER, 2"x6" GGA PLATE HUFMCANE CUP HURRICANE CLIP 111 Z SEE ROOF STTZAPPIN6 DETAICONNECT KING STUDS TO TOP PLATE, WALL STUDS a Ib" O.G. TERMITE SHETL V 11 I/2'GDX PLYWOOD SHEATHI I/2'COX PLYWOOD SHEATHI Z D II W W L WRAP V4"" GALS. 20 6A. COIL STRAP 2xt0 RR.016'OZ. 2x10 R.R.*16"04. Z Z VER TOP OF TOP PLATE 4 NAIL 8"x16" G.M.U. PIE II VENTED VINYL SOFFIT VENTED VINYL SOFFIT J -I ROOF FRAMING FILLED SOLID z O V 16 6a. COIL ST'RAPPIN6 MANUFACTURED (2)5/8"xl2"' HOOKED ANGHO f Ixb FACIA BO I Ixb FACIA 90 I W W W O BY 51MPWN STRONG-TIE CONNECTORS MODEL No. 0516 OR APPROVED EQUIVALENT BOLT o b O.G. n 4•x5•ALIJIMNIUM GUTTER W/ 4•x5•ALUNMIUM GUTTER W/ 0. 0. 0. Z #41• HOOKED RE-BAR I I 5'x2•LEADER �\ 5"x2•LEADER INS 2" P'. GONG. MUD 5L I DETAIL I/A-5 FOR \ DETAIL FOR 1- BOTTOM PLA I I GRAWLSPAGE STRAP DETAIL STRAP DETAIL (� CRIPPLE RIM JOIST I RAS BATT INSUL.ATI R-15 BATT INSULATION �j � 0 cV Z DOUBLE TOP PLATE EACH WAY (2)#4 REBAR 4O O O - STUDS 1Ll 1/2•COX PLYWOOD SHEATHI 1/2•COX PLYWOOD SHEATHI i \ O SIDING TO BE SELEC SIDING TO Be SEL EG # 1/2'POLYSTYRENE RIGID INSULATION 1/2'POLYSTYRENE RIGID INSUL.ATI m ry — :: �z -r =0UNDAT I ON DETAILKID\R00F DETAIL I ROOF DETA I L SUB RT 3 SCALE: 5/4" = 1'-0" 3 SCALE: 5/4" = 1'-0" 3 SCALE: 5/4" = 1'-0" LU FLOOR JO S JACK 51UD Rt-IS BATT INSULATION FULL LENGTH :2x4 STWS•Ib•OA. _ (1 WALL STUDS 1/2•WX PLYWOOD SREATHI �1 FRAMED OPENING FOR NEW TYV I,HOUSEWRAP /7=TAIL DETAIL FOR r L — WINDOW OR EXTERIOR DOOR 16 6a. COIL STRAPPING MANUFACTURED I/2•POLYSTYREINE RIGID INSULATION HURRICANE ANCHORS MANUFACTURED BY O BY SIMPSON STRONG-TIE CONNECTORS NOTE: SIPPING TO MATCH EXIST SIMPSON STRONG-TIE CONNECTORS (� MODEL No. 0516 OR APPROVED EQUIVALENT /4•PLYWOOD SUBFLOOIR MODEL No. LSSU28,L55U210 OR APPROVE V / ALL STRAPPING TO BE 2x8 F.J. Ib•o EQUIVALENT AT EVERY RAFTER TO RIDGE X 1 I 1 INSTALLED A5 PER MANUFACTURES R-25 BATT IN5ULAT N CONNECTION WHEN RAFTERS DO NOT ALIGN SPECIFICATIONS AND NYS CODE !— WALL STUDS m I b" O.G. =.Xb AGQ SILL �— TERMITE SWILD 6 SILL INSULAT ON HURRICANE ANCHORS MANUFACTURED BY �F— C FLOOR STRAFF I NO DETAIL SIMPSON STRONG-TIE CONNECTORS OOF RAFTERS LU O '✓,'x12'HwoKED ANo►IOR�T MODEL No. LSTA24 OR APPROVE •5'-0•od. I) EQUIVALENT AT EVERY RAFTER TO RIDGE (� 3 SCALE: 5/4" = 1'-O" MASTIC DAMPROOPI I� CONNECTION WHEN RAFTERS ALIGN O 4 b•P.CONK.FOUNDATION WALL ` (O TF FF IT— NOTE: RID UPLIFT CONNECTION 15 REQUIRED O r NO UPLIFT CONNECTORS AT EACH END OF THE HEADER AND AT MASTI BOTTOM OF HEADER 5TUD5 IN ADDITION 2x4 KEYWAY 4"P.CONC.W/bxb 10/10 IREQUIRED 5 AREA TO CONNECTORS AT WALL STUDS AND WAM.SLAB PROVIDE cn O � I I AT TOP AND BOTTOM OF CRIPPLES. IOx2O P..COW-SPREAD FTS. a EXPANSION JOINT AT WALL � 1— z N z HIM 56•BELOW CANT n � 04 REBAR MIN. Clow.COVER o 0 0 6 6a. STRAP TIES MANUFACTUREDto BY SIMPSON STRONG-TIE CONNECTORS USE SIMP50N Z-MAX OR HD6 CONNECTORS r �r MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE O STRAP TO HAVE MIN. 12" BEARIIN6 ON THE STUD FOR ALL HARDWARE IN CONNECTIONCOMPACT FILL T' OZ AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ACG LUMBER. • 2O MIL POLY VAPOR BARRIER DL 4 OUNDATION DETAIL 12R(DOF_ STRAFFINO DETAIL a z 5 FLIFT CONNECTOR DETAIL z :IFw � •3 SCALE: 3/4" = I'-O" 3 SCALE: 5/4" = I'-O" '3 SCALE: 5/4" = 1'-0" d Q A 0 ij 4" FRESH AIR VENT e THROUGH ROOF ' I A. RIC IH €OT EC1NNaL C I TODD O'CONNELL,AIIA 10'-2y4" 10'-g%4" I I'-q" —F Q" 1200 Veterans Memorial Highway Suite 120 2"X12" A (5) 2"X12" AC r Hauppauge,NY 11788 <* <(< J L L — J L — I P(631)650-6666 12"m SONO TUBE FILLED I F(631)650-666 ' LID W/3000p51 C(51,6),_,58-0325 CONCRETE MIN. 36" I BELOW GRADE (TVP) 6 b„Xb" AGQ POST _ — —r— " r I SHOWER I I I SHOWER � 24"X24"XI2" P. GONG. I I I 1 I I 1 l o FOOTING I I I I I n :2111 I 1 1 I I o I I I 12„ I 1 „ I 1 . , iv I I SECOND P3103.1 ROOF EXTENSION I I 1 I a �y4" q,_1y4 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE FLOOR 1 F 12"(P SONO TUBE FILLED I TERMINATED NOT LE-55 THAN b INCHES ABOVE THE ROOF OR 6 3 2 :211 .0 LID W/5000ps1 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, G NJ CONCRETE MIN. 36" WHICHEVER 15 GREATER. WHERE A ROOF 15 TO BE USED FOR �72rX10" AGQ a (3� 2"X10" AGQ - BELOW GRADE (TVP) _ _ _ _ 2"XIO" AGQ LEDGER _ _ _ _ _ _ �j b"Xb" AGQ POSTd -i ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES ,OPEN VENT 1 lY) O PIPES SHALL TERMINATE NOT LESS THAN'1 FEET ABOVE THE ROOF. = � 2"XIO" ACO LEDGER tg 77 LAC, TO EX15T WITH " 0 V P51052 FROST CLOSURE INFILL WHERE THE aT.5 PERCENT VALUE FOR OUTSIDE DE516N AND b" LAO BOLTS I' 0.0. O TEMPERATURE 15 0-F OR LESS,VENT EXTENSIONS THROUGH A I 1 ~ # 2_'X10" AGQ LEDGER _ _ u — — — — — — — — III 5TA66ER TECO JOISTS TO :fl ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN I I I Z III TIE NEW FOUNDATION TO - I Q EXISTING W/#4 REBAR O 24" LEDGER WITH ZING OATS o DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE 1 I 1 ��OLL .C. VERTICAL;MINIMUM OF 2; MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE _ OR HOT DIPPED G VANI D OF THE BUILDING. I I 12 N GROUT FILL SOLID (TYPICAL) I I 2"X10" A00 LEDGER 8'-� = 8 POURED GONG I LAC, TO EXIST WITH �" 4P ' FOUNDATION WALL PATCH GEILIN6 x V z LAND b" LAC, BOLTS 1' O.G. m Q INFILL AS RED'D I ,' \ 1 F I RST STAGGER TECO JOISTS TO 10x20 P. GONG. FOOTING I I I / \ TABLE P5201.1 LEDGER WITH ZING COATED 4' I „_ _-3- W/(2) #4 REBAR W/2"x4" 1 \\ 1 SIZE OF TRAPS FOR PLUMBING FIXTURES FLOOR I I } w <Y I_- o OR HOT DIPPED GALVANIZED O /2-- KEYWAY;MIN. 36 BELOW I/ \I ----- ------- GRADE. (TYPI CAL) r-_--� - TRAP SIZE 2" 2 u " " p z€ �w w 0.0 pww �o 00 � ST. PIPE COL. PLUMBING FIXTURE MINIMUM 3 a w F w�-=w W w - W/24"x24"x12" (INGHE5) d�N p���'�v' O - POURED GONG. FT6. O UNDER PT. LOAD ABOVE BLR BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 0 O(°J F o p 10'-ly4" 10'-�4" I I 8" WHIRLPOOL ATTAGHMENT5) CONNECT TO �, d Q � r BIDET 1114 EXISTING WASTE z'gz � - m x N VERIFY EXI5TIN6 (3) 2"Xg" CLOTHES WASHER STANDPIPE 2 F d z w m} Q q'-5y4" Q'-5, 1. Q' - - - - - - + _o- - DI5HWA5HER ON SEPARATE TRAP 11/2 O 0 z p o L BEAM - ; —1 L — FLOOR DRAIN 2 p z = v w�,o V BEAM POCKET — — — / " 5T. PIPE COL. � z 0 O W 9 W V - - PATCH GEILIN6 KITCHEN SINK (ONE OR TWO TRAPS,WITH OR � ��-o o W o POCKET (2) 2"XIO" FLU5H a I I/2 I / I I I I W/24 x24 xl2 WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) y��d�F 0 p m�� � O F-, I I I-��$ INFILL A5 REQ D PSD GONG, FT6, , i V F- (3) 2"X12" I �_ (3) 2"X12" `fl -� o W w -u U o ax I I I I UNDER PT. LOAD ABOVE LAUNDRY TUB ONE OR MORE COMPARTMENTS I I/2 p<w V d=o — CELLAR O LAVATORY 11/4 z F N p 0 Y O 20"X28"XI2" U OIL I I I I I SHOWER(BASED ON THE TOTAL FLOW RATE d w w_0 z 'o 0 0 m O ALIGN _ TANK LL l—L—I—J _ Q o4�� W polh0 SPREAD FOOTING �� - THROUGH SHOWERHEADS AND BODYSPRAYS) 8 XS Xlb G.M.U. UNDERPIN EXISTING - y y y_y y y ��I-7 � FLOW RATE` �� �� �� FOOTING AS REQUIRED 5.7 GPM AND LESS 11/2 m w BEAM SUPPORT -j u MORE THAN 5.7I GPM UP TO 125 GPM 2 w T W Y w a ViL MORE THAN 12.5 GPM UP TO 25.8 GPM 3 O d� 4" CONCRETE SLAB 8" POURED GONG NOTE: DOUBLE ALL F,J. MOIRE THAN 25b QPM UP To 6 QPM 4 w F Q u N w w 2"XIO" ACO LEDGER 'cXV OVER b MIL V B. ON 4" I I FOUNDATION WALL UNDER P?`RPd-LEI- WALL Q O z �1 O I PARTITIONS ABOVE z _ a �' LAO TO EXIST WITH " 41 COMPACTED &RAVEL O T u w o W x o o Z a���U i ? O ON COMPACTED 50lL I _€ 10x20 P. GONG. FOOTING AND b" LAG BOLTS I' O.G. — I I W/(2) #4 REBAR W/2"x4" N O z�m 5'TAG6ER TECO JOISTS TO 1 KEYWAY;MIN. 36" BELOW u� 8" POURED GONG I ���/ �I 1 `� I / ti �T p d= d w d LEDGER WITH ZING COATED — — — — — GRAD FOUNDATION WALL �, __ OR HOT DIPPED GALVANIZED 24"A X 36" DEEP rL TIE NE FOUNDATI TO PREFAB DRYWELL a 10x20 P. GO G.FOOTING SCALE: NTS ► : d d N o p€ o O p INFILL GARAGE __ _ — EXISTI 6 W/#4 R o 2 W/(2) *4 REB R W/2"x4" 2"X10" AGQ LEDGE - m O.G. RTICAL;MI I KEYWAY;MIN 36" BELOW 3 3 DOOR O�PENIN6 �0 GROUT &RADE.(TYP AL) QU� Q� It Y • _ I j I I I j UP cV n� cV l n 1�1 lu 0 - y m _ (� 2"XIO" IACD _ m 12"� SONO TUBE FILLED �i Q _ SOLID W/3000ps1 `r I 4'-O'--� a- Q CONCRETE MIN. 36" BELOW GRADE (TYP) I 1, 4"X4" ACG P05T . I z "' 12'-0" -------- L� Q - - - - - - - - tu W C 10'-4" 6'-I" X Q 4 W T_ T_ � V V FOUNDATION FLAN W W SCALE: 1/4" = 1'-0" SHOWER SHOWER v v w w w O a a Z r >r r N cmv Q CW O O O SECOND FLOOR D m N — HW Hw Hw Hw HW CA � � C— DINING ROOM FOYER EXIST STUDS EXIST RIM BOARD ILI ..C.F.)..'.E A) Y,A..3=Ah.Y...•l3 .•AF Y..:.. Y.. .Eh 7,.. EXIST SILL PLATE,--" LATE I 11-1 !�- EX15T FND.HAUL F I RST LU z EXIST FOOTING& FLOOR I CELLAR Hw HW HW HW 1+-' '� Z EXI5T FOOTING Q X UNDERPIN EXIST FOOTINES -- t - - -°= cw cw cw CM cw LU W W/ I6"x5'-8" DEEP POURED cw cw cw O CONCRETE FOOTING IIN "' O OL #4 RE-BAR •. 4'-0" SECTIONS - �• -., -=* Y2�� O UNDERPIN EXI5T FOOTING #4 - W/ Ib"x5'-8" DEEP POURED Tr O CONCRETE FOOTING CONNECT TO WALL KEY EXISTING SUPPLY EXIST TO BE REMOVED HARD WIRED SMOKE ,�-4'-O" -4'-0"— 4'-o"— v ,�^ `-' _Z O DETECTOR W/ BATTERY J l 1 EXIST TO REMAIN BACK-UP 80 CFM FAN To EXTERIOR 5ECT I ON SIDE V I EYE (ELEVAT NEW WOOD FRAME GNST HARD WIRED CARBON MONOXIDE NEW POURED CONCRETE DETECTOR W/ BATTERY BACK-UP O 0 w MIN 12" A.F.F. A5 PER SECT. 1225.2 UNDR 'I NN I NO DETAIL 4"x4" P057 UNLESS OTHERWISE NY5 CODE Ul tr ZOT -t ® NOTED 91E DENOTES EORF-55 WINDOW .4 SCALE: I/4" = I'-O" N Z ® HOLD DOWN AS NOTED • � O Q z 2 FLUME I NO R 15ER 5UPPLY LU — 4 0 4 Q SCALE: NTS <( CH ( T � CT -.11 r g. p. OL-W 0-CONNELt. meq" I I'-a" " TODD O`CONNELL,AIA 1200 Veterans Memorial Highway Q Suite 120 Hauppauge,NY 11788 -------------------- -------------- P(631)650-6666 -------------J = F(631)650-6667 ---------- ------ I ;� C(516)658-0325 --------------1L ® ® (3) 2"XI2" A II III N ---------------- � ----� 6"X6"-AT.Z,Z�OST--��j 6"X6" ACO P05T �,w�s�'r , „a: •,� - , I I III Ul ----j--K/--CIOL-ENCLO5URF- � ==-- ----------—WLOL_ GLQSUUR�---------------- -L_9 ---- �1 Mq :a m I I RAIL TO GODS II to 8'-7" II �iy� OOD -aI IL tV II - DECK ml I I N Jn PROVIDE I I II RAIL TO N j l I 11 40 GODS �t m I10'-534" I I'-31/8" 2 b'-7/ " 11 r (3) 2"X12" AGQ - - - II FWG 068 _ FWG 68 FNJ065 11 N _ ------ 6"X6" AGQ POST w/ J:i (3) I "X9 " LVL _ J =� (3) 1 "X4 " LEVE-- "X9 " LVL --------------------------- O ----- COL. ENCLOSURE 2 Xb ACO F.J. ® Ib O.G. - z z I I / z 1° W/ 2"X4" ACG SLEEPERS RIPPED 4:12 1 Q 3y moi/ B J J 10'_P4.. 14'-43%4" -41-3�2" 1'? 33 2 J°t---sf- :fl111 o z FWGI 068 G 25 T.O. I 11 L �___� I • 'J - ----(2) I "X14" LVL -----_ - (2) 2"XIO" I I 11 PATCH FLOOR ----- d INFILL A5 REQD la'-2318" 1 8'-7" I I /-PROVIDE X O II ro w Q ~ o -- ----- -1-----------------L--------- RAIL TO -_' 1LVI ISG /X\ I I _� II 1 u�°wa OFA oo II dF�ok'� � II V �O~m°-�w GODS NOTE: DOUBLE ALL F.J. I �M Y I � o J UNDER PARALLEL KALL NS ABOVE 1 I I / \\I 1 �F A �- 1 e rr---- N 4OST 4'--TYV4 1 O'-�4" 1 I 12'-O" A z w w N V --- [[ POST " " 1111 \ " " iQ�izuQmi O I I 4X4 ) I "XII " LVL 1 _ ���°ow° = v - POST DROPPED (2) 1 XII LVL PPED (2) 1 II LVL DROPPED x NOTE: FIR CLC-;. DOWN _ ��- - - - - ° w=z Q�i o()� O ~ O TO HIDE 5TL. BEAM AS -2--10- -- Q ~Q z X FREQUIRED �_ ® I ���,X4111 �____� 4"X4" -- 4"X '[ ���NQo��} ACCESS TO GL. ,"� - O y T / 'r5 / I I I PATc:#FLOOR POST POT z } o a m I / b INFILL AS REQ'D - ° m CRAWL Lg°fig° (2) 2"X10" F U5Ho �` I I = I I L I 1 v g n m 0 �, u N O _ _ti PLAYROOM P05T ®® ;p qx BATH I I -'�' ` I r�I I I IIT' III u N w p °z 1� II w� r K N QI N dy I I /I I I "� Q M;Lr -L- � w 3 STL. ptuQ ? w �r� -- -, � N - o>wzo PIP COL. WIOX45 STL. FLUSH ==__ 1 11 I I I I / I I I J I I N F N o m ~ o _ Nva=� w-m � II I I� \� I� 31"4, STL. V - 1 ILL �� X I I II I I �� 1 1 • u 1 %� I L -J 1 � I N6 m $u��p��u0°b Z PIPE COL. O �I I I s L_ = I I I //i I �— < z Me V 0. �I i� 1 I --- --� S - a1 jl I 'rt L� R�t-'1 oQUpQw3QQw a01 Y ==fYX=FK$HO lU-a- �I rl `` ��� I I KITCHEN X - • d _ m 0 1 x m i II I 1 1 i i �rn�i .� as 1 0 " III a m I `I I 11 1 71 III II Y K I K X N O 1 3 SIL. I II I d; PT. LdAD I I I I PAM I f� N I n o I PIPE (2) 2"X10" I� N r FROM A VE /�,� I� FBOMABOVI<JI j II I6a ACCESS TO G �D SL. TO. `t SL. T6. `� ��� I I :� I I / I 1 I P ST ------ --- --(2� "XII " LVL CRAWL iv cv r `�. I (2)I J I41(2) 'XIO" Ito 2}3"xfoff J I I 2) "XIO" ) 2"XIO" = - - - 304 -3 - 24 2 32 i 2 10 �4" l0'-J%4" - —,�-4'-3�2" 4'-3�2" 5' 3" 6'-8" I b'_g'� I g\q3 I.. -O" 3'-IIO"— d Q n mNiQ WZ O w 1�4"XW' AGQ POST A Q W W WCOL. ENCLOSURE ---------- 4t UI U----------J I �� 1 /� 1 X Q Q IO-6 NOTE: BLOCK SOLID j I I 3: T- 18'-5� BETWEEN JOISTS UNDER L--------- z v v /8 FRONT SECOND FLOOR z ~ W WALL ABOVE W_ [Q V V �m W W iJ O F I RST FLOOR PLAN SCALE: 1/4" = 1'-0" r r r N N d O O O `u Vd) z ��IIt' It Q � O� < � o �r�u WALL KEY I� EXIST TO BE REMOVED HARD WIRED SMOKE `� Z O• DETECTOR W/ BATTERY EXIST TO REMAIN BACK-UP ® NEW WOOD FRAME GNST 80 GFM FAN TO EXTERIOR HARD WIRED CARBON MONOXIDE 0 NEW POURED CONCRETE Q DETECTOR W/ BATTERY BACK-UP d1 W MIN 12" A.F.F. AS PER SECT. 1225.2 O [Q 4"x4" POST UNLESS OTHERWISE NYS CODE 1- O ® NOTED 91E DENOTES EGRESS WINDOW Q ® HOLD DOWN AS NOTED (L Otu Z O d v 62'-113/4" ODD O CONNbHA n RC a ITECT P. C. J TODD O'Ct)NNELL,AIA 1200 Veterans Memorial Highway PROVIDE PROVIDE Suite 120 RAIL TO CODE RAIL TO CODE Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 alga., , PROVIDE PROVIDE V WATERPROOF WATERPROOF ~ MEMBRANE MEMBRANE U . 10'-ly4" 14'-43/41 4'-3y:2 6-11%4° 6_1.. 6_7/41 6._1.. 8._6. ol PROVIDE - PROVIDE HOLD DOWN HOD DOWN 171^166 065 *G 14 *G 14 FNcwe 068 20'-23/8" = (2) 2"X10" 2 2'X1011 (2) 211X10" (2) 2111X10" - n O 411)/611 411/�V(011 (V/�V z O O O Y p P - o POST 0 = m d I -5y4" 10'-5/41' 12'-O" X N FWGI 068 *CK24 T.O. N -. m � -------- ------------ --- ---------------- -- --------------- ---- 0 (2) 2" 12" (2) 2"XIO" --- ------ ---r ---r-- - -- --------------- Z ---- -� I3 OVIDE HOLD DOWN V I I q'-63/81 81_y I :o I;$ I A I ;t' � I Z (I7 1 p m o BEDROOM j BEDROOM j O }- - i �_ - BEDROOM _ z oQzNw ASTER 8 — I 1 I 11 11 — 11 w�- ~ dJ I I t5 I 1 Q two i Baa U 00 x 41111 4"X611 I 4 Xb 4X4 I m _d)o O BEDROOM -j = I I I - a~= 0 = wv -1 V 4"X" POST POST I I POST POS o o ro J _ -w, - _ � POST 2 XIO H I (3) 1 i11X 11 YL-ELUSfi__--_ ___ ( ) I 11X4 " LVL FLUSH 2) 2"XIO" W/ 1"X4" STL. FT. FLUSH I =� d1 Q SQxb& SLID V41 ' I i SQxb� SLIDELOAD = I I oz Q o UJX ROVIDE z= ® = PI 5 11 I I I I I I G p 1 ROM ABOVE lvcj �P�Z q-0�T WV � 0 I II 1 6, \RAIL TO ® N 6 41 tv4 O 6 - ' I = 3a Onm�l O � BEARING GODS WALL p �I Iu� wQ �Z�p V I- ry-I O wiz-Qw0 X N (:2) :2 XIO ------------ - _ a 1. O I I 0 x z I Q� oho o��} 1. 11 \ :n i i p O 1 --O PULL D10WN 1 IMP* v � I t � � Z-)05 vi� (2) 2 XIo a -O" m - o I Im O Q LL X- a O I 4 F�Q�K�0I0u0,J)�9 O x �, Z I I iv a N 2 6 I uLlM0p-Fago URrV3 wFWU QQ yynn N IY O ® O W3NNW�Qg0.tn V 8 X a a 1 o o 1 ? I K —pcc00a� —7 -i � V a vX � ® � � U �'aNFwOmw��o }- Q VL• U O TO ---- — _ ----- — ---- — — -- — tL a-----------_p ---- JI to ��NN�<-�NW�Z F 5'-10" 8'_83 - 12'-II.. ---6_ �✓ - - - - - - _�_ -------- - - - - -----12r0,---X ---- - O z7-F N� Zp r /8 m _ � BATH n _ acV_ 2 2"X10" DRY ® 1 c BATH 1 Gam\ a dJ Q<x z S w Q J Z 2 _ 1 - .p U ' (2 2'X10 �7 2"X O" _ 2) 2"X10" A 1 O ® � wwa�wQ��w�OO O Q � � HHQQ�nOq�OJ � 17 PROVIDE 2 2" 10" 2 :2"XIO" 2 xb (3) 1 j"X4 J" LVL F SH _ (2) 2"X10" 4'-O" HOLD DOWN 2 2"X10" 2" ?CIO" SE 145 *34 T.O. IU *30 6-2 T.O. = 2 46 2 46 2"XIO" R.R. 2"x10" R.R. PROVIDE PROVIDE W PROVIDE FOLD DOWN O HOLD DOWN - Q ' HOLD DOWN m Ib O.G. • b' O.G. (?Z� 2"xb G.T. } PROVIDE m 16' O.G. IWK HOLD DOWN 4'-3y2" 4'-3y2" 4'-53/8" 10'-2" 7r 5'-O" 7r 3'-10" 10'-l14" w Q _Z •`� 62'-113/4 7 cr O IU 5EGON7 FLOOR PLAN X W _ _ SCALE: 1/4" = 1'-0" IU 0 0 z � � n w w � � v w w w O z r r r to 412 HT. WALL - m Q N LINE OF b¢ HT. LINE OF 6a HT. 4Q HT. WALL LINE OF 8Q HT. LINE OF 8Q HT. OST11 POST PROVIDE v PROVIDE ACCESS O 4"X4" ❑ TO ADJACENT ATTIC LINE OF 0 HT. ;0 4"X4" 4"X411 P05T - / A- W POST 1 POST cV LINE OF8Q HT. _ V 'n UNFINISHED PT. LOAD UINFINISHED -1 ATTIC FROM ABOVEN O ATTIC LINE OF 812 HT. 1 N n LINE OF 0 HT. LINE OF 8Q HT. O "X4" ` 105T LINE OF' b& HJ. Z 3� 4Q W HT. ALL I -� < �` ` 70, 42 HT. WALL +-a Z NOTE: PROVIDE ACCESS �— TO ADJACENT ATTICS (2) 2"XIO" r �- i-D Oua AL E V LL GT02 �t 1� (2) 2"X10" (2) 211X10" OL v Z -T'TGI O GI 0 " PLYWOOD 6U55ETS _ d ' n � W 21'-(b3/8" 12'-8" ! Z ATT I G FLAN 43'-13/8 0 • 4 z SCALE: 1/4" = 1'-011 O Q v D 0) 11 d .� U[)U C7'COPdN7l.tt RCMITFCT ?. C. TODD O'CON ELL,AI I 1200 Veterans Memorial Highway • Suite 124 Hauppauge,,NY 11788 I : E P(631)650-6666 F(631)650-6667 I . C{516),16 -0325 I t N 7 I I I I p N z o e � v EXTEND CHIMNEY o p AS REQ IRE O o� n v UZI x 11 11 11 1 " � �� � n X4 X4 X4 X4 OST OS OS 05 4"X I I 'X14" LVL RID 1 J" 14" LVL IDG 1 j'X14" LVL RID C o x o 3 w POST (2) J"XI " LVL RI GE (2) 1 I " LV RI GE w uX41 "�/�(11 I SZw Q7� 1-n+ 0�- Q OS 05T V N U J O W°O L U u0 � UlV W = :_� v sfi o o F► �W �z°m� v � W V Q 0 p -- -- a I I a F�aW�µN1°� � zo cv X I A NN_ a x FAL E LL W x ,n l4 �� - ✓ N �`' I - L NLL WF IL -- — - Ir fi ;i NvinO�z �uHO F Q " PLYWOOD GU55ET - zz_ ' d 'N;a 'o X 2 xl0 .R o 16 O.G. 2 xl0 R.R o 16 O.G. A"xlO' P-. °Q Q M 42"xi0" 1Z.R. 22"xl0" R.R. "xl0" R.R.I6 O.G. 0 16" O.G. I6 O.G. �► Q d N O°H o v Q i n m4 Q � ROOF PLAN T.O. ROOF UJI ELEV +5'-1" +�* - Z SCALE: 1/4" = P-O" Q w w X z z LU < z v v ....... w w SELECTED OVER 15 BUILDING FELT ASPHALTSHINGLES TO BE � W Q O / \� >r r r 2 / \ 12 12 / c1R5O N d ,, .� � / ;� � / / •� FLASHING �. _GTG2 / O 4 - - - - 3 ALUM UM TIER x / \ / ALUMNI UM LEADERTO BE 3 / / •� SELECTED BY OWNER \ # �.... .. i T.O. SECOND FLOOR PLATE ELEV. +20'-4" .... ........... LU dJ Z V V � L �d D GTO SELECT ^ — LL Vp I Il--\I Llj . - - � \ — O \ — = - - - - - - - - - - = - - - - - - -._ 77 \ GOND FLOOR SE ELEV. +12'-4" i--- T.O._FIRST FLOOR PL/ATE Z ELEV. +10-tT1511 O OL O- �� , O VOL- OL � z Lj X FIRST FLOOR I� — ELEV. +2'-5" D � GRADE O � w ELEV. +O'-o" � r O j SOUTH ELEVATION z � O � z SCALE: 1/4" = 1'-0" O v � Q �t► Q •4- '1 C);)U O'CONNEIt nCC W ITEC ? °.C. 1 1 T.O. ROOF — — — — — — — — '� -�Ic T.O. ROOF TODD O'CONNELL,AIA ELEV. +33'-II" — — — — — — — — ELEV. +33'-II" 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 i P(631)650-6666 i \.... .... F(631)650-6667 C(516)658-03 ..,.: .j ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT ....;. , / FLASHING ASPHALT SHINGLES TO BE SELECTED / d / /. \ OVER 15# BUILDING FELT FLASHING / / ... ........................ // \\ \ 4x3 ALUMNIUM GUTTER W/ 3x4 4x3 ALUMNIUM GUTTER W/ 3x4 ...../ ALUMNIUM LEADER TO BE . ALUMNIUM LEADER TO BE / \ SELECTED BY OWNER SELECTED BY OWNER T.O. SECOND FLOOR PLATE — / ... / ELEV. +20'-4" — — —ELEV. 20'-4" \ - T.O. SECOND FLOOR M SIDING TO SELECT Jn ' ll. SIDING TO SELECT �Q ry Z F- tau 5E02ND FLOOR — / . ............. ... _ _ FLOOR z ELEV. +12'-4" _. . / ELEV. +12'-4" }- SECOND Z T.O. FIRST FLOOR PLATE ELEV. +10'-8" +10'-e>" u o T.O. FIRST FLOOR PLATE � ELEV. �w�W°~Goo qCL �N� R'G tI1�JJ�Q~O �" LU z �uw a- �UU X N V 2 0 �1—�QNI—zQtOF� � ELEV. +2'-&' — — Q � =z F I RST FLOORUH F I RST FLOOR ° w"Q�Q o M ELEV. +2'-8" Q<1�ioNQ o--ao Om N F ELEV. +0'-0" - µw1 GRADEF GRADE �� ELEV. t0' O" Nwax�pwuNw }- EA5T ELEVATION WEST ELEVATION xv�opN��O� z SCALE: 1/4" = P-0" " = it W L :Z::, SCALE I/4 I O �z X51) 0 1-�Qa�:nool-ou p 3 3 O 1 T.O. ROOF ELEV. +33'-I W p/ d z U1 LU tu � V v z F- F- z z w w u.� ASPHALT SHINGLES TO BE SELECTED W W ~ OVER 15# BUILDING FELT Qw.. r _ r 4x3 ALUMNIUM GUTTER W/ 3x4 c\V N Q ALUMNIUM LEADER TO BE Q Q SELECTED BY OWNER T.O. SECOND FLOOR PLATE _. . ..... . ELEV. +20'-4" SIDING TO SELECT IL FLASHING �d — Z�� SECOND FLOOR _ (� ELEV. +12'-4" = Q +—� o\ \ T.O. FIRST FLOOR PLATE LEV. +10'-8" OL !— u.. L IL L-I L-I L -nil JUE- E- E Icn FIRST FLOOR_ _ ID- ELEV. ELEV. +2'-8" r 3 O Q GRADE ELEV. +0'-0" 1�Oi�T�t ELEVATION LU uQi O m f (� SCALE: 1/4" = 1'-0" T i 0 Z � • O z tu O Q v Ij RIDGE VENT RIDGE VENT " Ij"XI4" LVL RIDGE Ij"XI4" LVL RIDGE I., 2X8 G.J. ® 161, O.G. 12 2"X51, G.J. ® 161, O.G. 2"X10" R.R. ® Ib" O.G. " " ASPHALT SHINGLES TO BE SELECTED � 2 XIO" R.R. ® I6 O.G. 12 10uo c) cONNtE.l OVER 15# BUILDING FELT 4x3 ALUMNIUM GUTTER H/ 3x4 ARCH ITECTTP. C. ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT ALUMNIUM LEADER TO BE 1 j SELECTED BY OWNER TODD O`CO NELL,AIA (3) 1 j"Xa 4" LVL 1200 Veterans Memorial Highway 12 R-30 INSULATION Suite 120 �12 2"X10" F.J. ® Ib" O.G. Hauppauge,NY 11788 P(631)650-6666 ATTIC _ ATTIC F(6311);A50-6667 R-30 INSULATION p C{51 6'658-0325. 00 2"XIO" F.J. ® Ib" 4x3 ALUMNIUM GUTTER W/ 3x4 ALUMNIUM LEADER TO BE ¢V 4 SELECTED BY OWNER 4x3 ALUMNIUM GUTTER W/ 3x4 �ALUMNIUM LEADER TO BE I SELECTED BY OWNER (3) 1 J"Xa 4" LvL (2) 2"X I O" H/ 1"X4" STL. FP. POLYSTYRENE RIGID INSULATION 1/2" POLYSTYRENE RIGID INSULATION R� 15 INSULATION R-15 INSULATION BEDROOM 2X4 STUDS ® Ib O.G. BATH BEDROOM 2X4 STUDS m Ib O.G. COX PLYWOOD SHEATHING - " GDX PLYWOOD SHEATHING 4 y ��SIDING TO SELECT ��51DIN6 TO SELECT ASPHALT SHINGLES TO BE SELECTED dJ (0 OVER 15# BUILDING FELT (3) 1 J"Xa 4" LVL DEGKIN6 TO SELECT 2"X10" R.R. ® Ib" O.G. JUMP DECK H/ 2"X10" F.J. ® Ib" O.G. 2"X6" AGQ RIPPED 4:1:2 BLOCK MID-SPANSWATERPROOF MEMBRANE BLOCKING JUMP DECK H/ 2"X10" F.J. 0 Ib" O.G. m BLOCK MID-5PAN5 / BLOC MID-5PAN5 GDX PLYWOOD 2"Xb" ACO SLEEPERS RIPPED 4:12 N 2"XIO" AGQ F.J. ® 12" O.G. z # (:2) 1 j"XII 4" LVL HURRICANE CLIP BLOCK MID-SPANSBLOCKING (2) I "XII " LVLy 21X!0" ACO LEDGER (3) 2"X12" ACG ~ W/ TECO —1 Z In ID KING LIVINQ KITCHEN1I_VIN& z ROOM p ROOM R2 �J DEGKIN6 TO SELECT -d) D G IN E K G TO SELECT 2"X10" ACO F.J. ® Ib" O.C. Q w 2X8" AGQ F.J. ® Ib" O.G. m -7tu 2"X12" ACG LEDGER 2"X10" ACG LEDGER HURRICANE CLIP HURRICANE CLIP w0 0 0 �w0–xww A ��o �zv�z��o�N al �QzLL 0 11N11��W1ot1W~y�ozmo U Qz zJ2 Lu (3) 2"X12" ACG w�} �0om�� v O 0 CELLAR 12"m SONO 'NBE FILLED CELLAR p (3) 2 XI2 ACO o�w -- � �w zWF—a r SOLID W/300 -I 12 m 50NO TUBE FILLED ►a- ~ A–<L o�} 0p LID W/3000pg1 Q V 1724 NCRETE MIN. 36 9 w w p W F F CONCRETE MIN.36" " o q BELOW GRADE(rYF) LOW GRADE (TYPJ °N 13�Q N 00 X24 X12 P. GONG. o Nwo24"X24"XI2" P. GONG. " " " d o o��Q 9 FOOTING FOOTING 'S_� U1 Q VCU �oY En ) Woajou QW `7 to T IL Ci V1`3 r 1-N 5EGT I ON A—A SECT I ON 5-5 T 0 ?-� ZO w fj o x � = Q * a SCALE: 1/4" P-O" -Q SCALE: I/4" = I'-O" w w Q��w ' QQ�moo�os [� z v RIDGE VENT W (2) 1j"XIb" LVL RIDGE a W Z_ X LU LU 12 FLA5HIN6 X tu Q d \�12 ASPHALT SHINGLES TO BE SELECTED O V v OVER 15# BUILDING FELT z W_ _W 2"X81 R.R. ® Ib" O.G. m � UNFINISHED „ 2 ?CIO G.J. ® Ib O.G. w w W O ATTIC R-30 INSULATION 11" 0- OL z r r r N Q m p (2) 2"X10" 1/2" POLYSTYRENE RIGID INSULATION R-15 INSULATION m 2"X4" STUDS ® Ib" O.G. ASTER " GDX PLYWOOD SHEATHING BEDROOM 51 DING TO SELECT dJ 2"X10" F.J. m Ib" O.G. tu DECKIN& TO SELECT V 21X6" ACO RIPPED :12 4x3 ALUMNIUM GUTTER W/ 3x4 7— WATERPROOF MEMBRANE ALUMNIUM LEADER TO BE SELECTED BY OWNER O GDX PLYWOOD 2"X4" AGQ SLEEPERS RIPPED 4:12 ...................... 2"X(�" ACO F.J. ® Ib" O.G. HIOX45 STL. EXTEND EXISTING WALL, OVERLAP (1 O HURRICANE CLIPS \J l \ FIR GLC. DOWN PLYWOOD AT JOINT (3) 2"X12" AGQ PLAYROOM 211>01, F.J. ® Ib" O.G. 1' , Z +�- dJ R-30 INSULATION LU O HURRICANE CLIP 2�� �� ACG F.J. ® 161, O.C. 2"X10" ACG LEDGER ) Lu 2"X12" (3 W/ TECO n 81X8"X16" G.M.U. r � _z (3) 2"X10" ACO BEAM SUPPORT ; 3 n b"Xb" AGQ P05T 12"40 SONO TUBE FILLED 20"X28"XI2" SOLID W/5000pps1 SPREAD FOOTING p W CONCRETE MIN. 36" BELOW SRADE (TYP) � ! z 5EGTION G—G a o .. z SCALE. I/4" = I' O" O � V