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Home My WebLink About45064-Z aG� Town of Southold 7/14/2022 P.O.Box 1179 y ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43256 Date: 7/14/2022 THIS CERTIFIES that the building DECK Location of Property: 200 Green Hill Ln,Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application.for Building Permit heretofore filed in this office dated 3/18/2021 pursuant to which Building Permit No. 46054 dated 4/8/2021 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: deck addition to existing single-family dwelling as applied for. The certificate is issued to Sourbis,Nicholas&Lucia,Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED t ori Q 719nature o�SufFatp�o TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE z SOUTHOLD, NY y�Ol ��S 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#: 46054 Date: 4/8/2021 Permission is hereby granted to: Sourbis, Nicholas 200 Green Hill Ln Greenport, NY 11944 To: construct deck addition to existing single-family dwelling as applied for. At premises located at: 200 Green Hill Ln, Greenport SCTM #473889 . Sec/Block/Lot# 33.-3-13 Pursuant to application dated 3/18/2021 and approved by the Building Inspector. To expire on 10/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $292.00 CO-ADDITION TO DWELLING $50.00 Total: $342.00 Buil ector i ccCCryryr - Telephone 631 765-1802 • Town Hall Annex ,, ��O: ' _ ��: � P ( ) 54375 Main Road Fax(631)765-9502 P.O.Box 1179 E Southold,NY 11971-0959 BUILDING DEPARTMENT ' .NOTICE OF..-UTILIZATION OF TRUSS TYPE'-CONSTRUCTION.'PRE-ENGINEERED; -- WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTIOR I Date: April 5, 2021 Owner: Nicholas Sourbis 200 Green Hill Lane, Green ort.NY 11944 Location of Property: _ _ _ p _ Please take-notice that the (check applicable line)/ New commercial or residential structure ✓ Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structurejt k to be constructed or performed at the subject property reference above will utlTize (check applicable line): Truss type construction (TT) I - Pre-engineered wood constructionl(PW) Timber construction (TC) in the following location(s) (check applicable line) Floor framing, including girders and beams (F) 'I= Roof framing (R) Floor and roof framing (FR) 3? Signature: Name (person submitting this form): . . AMP Architecture - Jessica Magee Capacity(check applicable line): ,t. Owner ✓ Owner representative TrussReg15.docx Effective 1/1/2015 , 4(o o501 Address:10200 Mein Road,£Inst 3A,,1Aatz tuck NY 11 352 A M P Architect x i e t.zt�F2's= 3ca ® E CF Design + EBuild � (I V JUL 12 2022 BUILDING DEPT. TOWN OFSOUTHOLD April 26"',2022 Town Of Southold P.O Box 1179 Southold NY 11971 RE:Sourbis 200 Green Hill Greenport NY To Whom It May Concern, Based on my inspection at the above address the deck footings,framing and strapping were installed per the approved plans and ISYS Cade. Please contact our office if you have any questions. Thank you, Anthony Portillo,RA,LEED AP mo•jj ', 3�y z lof Z z Lo FADE <E�r : 0 00 0- Lo = > Cir o0 - PROJECT LOCATION & SCOPE j 0 SITE PLAN & ZONING DATA 0 Z GENERAL NOTES00 > ENERGY TABLE i z STRUCTURAL DESIGN CHARTS >. 4 Z T-i PROPOSED DECK PLANLL S _j c� w 0 DESIGN DETAILS Lo it Iri Lo VEDAS-NOTED------- COMPLY WITH ALL CODES OF DATE:= NEW YORK STATE & TOWN CODES FEE:--��- BY. IA _ AS REQUIRED AND CON (TIONS OF W NOTIFY BUILDING D�:FARTMENT 'AT m 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Bpt�;ii� L) LLJ 1. FOUNDATION - TWO REQUIRED EE FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING N-Y.-I�Lle 3. INSULATION Ix 4. FINAL - CONSTRUCTION MUST BE PLETE FOR C.O. ALL CONSTCOMRUCTION SHALL MEET THE OCCUPANCY' OR REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICAT ' %- RETAIN STORM WATER RUNOFF OF OCCUPANCY PURSUANT TO CHAPTER 236 OF WE TOWN CODE. L uj ---------- Lii PROJECT: SOURBIS DECK 200 GREEN HILL LANE GREENPORT, NY DRAWING TITLE: PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA FIELD INSPECTION REPORT DATE COMMENTS �ro FOUNDATION(IST) ---------------------------`-_------ FOUNDATION (2ND) • O (5%g ROUGH FRAMING& y PLUMBING V y . INSULATION PER N.Y. STATE ENERGY CODE 111A710of -Yr ' FINAL ADDITIONAL COMMENTS 1 �o z rn h < Ob on� �b x d b H a� f �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtownny.grov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: //h,4 Applications'and forms must be filled out in their entirety.Incomplete applications.will not be,accepted. Where:the Applicant is,not thew onerip.n. Owner's Authoriiation form(Page 2)shell be completed Date: April 5,2021 OWNERS)OF PROPERTY: Name: Nicholas Sourbis SCTM#1000-33-3-13 Project Address: 200 Green Hill Lane, Greenport NY 11944 Phone#: 914-484-3461 Email: nsourbis@gmail.com Mailing Address: 200 Green Hill Lane, Greenport NY 11944 CONTACT PERSON: Name: AMP Architecture Mailing Address: 1075 Franklinville Rd, Laurel NY 11948 Phone#: 516-214-0160 Email: aportillo@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name: AMP Architecture Mailing Address: 1075 Franklinville Rd, Laurel NY 11948 Phone#�516�2140160_ Email: aportillo@amparchitect.com `CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION ❑New Structure DAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other i $ Will the lot be re-graded? ❑Yes 10 No Will excess fill be removed from premises? ❑Yes ONo 1 3/17/2021 . Scan 20210317.png OPER -:_!N - _ - 'f9t EDRI61fA11 c Existing use of property- FQYY1j tended use of property:Y CT e4 G�YYI I ly Zone or use district in which premises is situated: Are there anyacovenants and restrictions with respect to this property? OYes❑No IF YES,PROVIDE A COPY. `l,' '�,J,Oc.9riadPi-C_pahieic2.tei3kafz`f_-ott3f-_hotex�oAw;�i:c[f�-5-�oe-u-ta l,dot�dftg5i:=ff:�o{t�ye tootounmer-y/-e�onesu<va.1c'otorkrjadn�-il'optr-hperroafDeP"ssiti..'ec:an�b-a,:i�te,t.'s!-a-th-e-�s.:E►_•�LEii.,irs`dibi-gteanfo-catitliaina.S'-,e,-B.,oaynnHsdi,Rs•,rttogo;rt�f:'tii.ise'°N�`ia;�Ctn.ep-sc-->zt NADEohBude7 :=lPPlf _&HFBYugDepanilmfore ; `'ciesosReS! t14frtef1ui'i:s-:tssi'ycusitaai_�osi-nt g:Pf'tFl6woe•v.8.tB dduked�iEgd'bs i-ny- g'.Z;:^o=. - adiJihonalterattansorfittremavaibr�lemelit7onaskeie3ndesci6ed:IkeaPplicantagretotmiiply%viN►aUaPplicatilelaivsordinaiees iwfldingcude,- '! housmgmdeandtegii��latlonsandiaadmrcaattiorhedlnspectotscnp''emisesaedirilwdieg{sj#orneoessaeyPn;petioiis Fatsestasenientsmadetieminare pimishaMe'asa,.CYassAtmisdemeancipnrsvanttoSeetiun21045nfiheNeivYorkStitefenatiave Application Submitted By(print name) 'I g0Ak_WC Ve-GeSl�' l-t Authorized Agent I]Owner • Signature of Applicant: Date: STATE OF NEW YORK)- SS: V COUNTY OF (k FF01 Imo,) ntLrrbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual signnii rn�g contract)above named, (S)he is they y l (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 therewi h. BARBARA H. TANDY Sworn methis ' Notary Public, State Of New York s day.of �rP'y� 200imlifimri In Atiffolk County No. 01 TA6086001 Cornrrf prubWes 01113126d-7> PROPERTY OWNER AUTHORIZATION (Where the applicant is not the.owner) I I �ane_- I, .�1 c,�1aS Sourbi S residing QW . Ranh i at n T l` 4`T do hereby authorize 1 Jl�l� �hl �� to apply on ' my,behalf to the Town of utho Building Department for approval as described herein. Owner's Signature Date Print Owner's Name https./Imail.google.com/maiVu/0/?tab=rm&ogbl#inbox/Kt-bxLdCNkfmbTBSjlmsQFwIVWLPSRLTvV?projector-1&messagePartid=0.1 1/1 SITE PLAN HATCH KEY: ' d7 -_ PROPOSED DECK /ro"�" G d T, E=- NEV4 0 t= 0-) 0., z 0 loommoo dw� Lu w0 JE�T 5�0FE : FAOE <E� : 0 . O o ` Lo �/(5—OO I .QO PROJECT LOCATION & SCOPE OFROPOSED Fi�AME DECK ADDITION. SITE PLAN & ZONING DATA� 00 GENERAL NOTES >ENERGYTABLE— STRUCTURAL DESIGN CHARTSZFROJE�T DATA : - ----------- ---- - --- - - - - --- -- ----- Q ZPROPOSED DECK PLANS w cvLL UJI (o DESIGN DETAILS Lo IX ri N to I✓Ra.�EGT � ZaNING DATA AP�� VED AS NOTED � J o ---------- ----- - - --TAX MAP # 1000-33-3-13 DATE: B.ZONING DISTRICT R-40 NG FEE BY: COMPLY WITH ALL ODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & T 'VN CODES uiLOT AREA 0.5 ACRES765 1302 8AM TU 4 ttw1 FUR THE A r,S REQUIRED AND COQ' )ITIONS OFFEMA FLOOD ZONE XFOLLOWING INSPECTIONS: U dJ I! 1. FOUNDATION - TWO RrQUIRED _�-V r.; a Va. ��ti W FUR POURED CC"!CRETE WETLANDS DISTRICT NO 2. ROUGH - FRAMING & PLUME3ING = J �I � IT NO 3. INSJLAT1011 � USTEE$D)=G DISTRICT 4. FINAL - CO. "L I^ 117,1 MUST MilT1' V.i�„�,COMPLETELO_ , ALL CONSTRUCTC'� Suq!L MEET THEREQUIREME�dTS OFTHECODESOFNEWDESCRIPTION (FOOTPRINT) AREA % LOT YORK STATE. NOT RESPONSIELE FCROCCUPANCY ORCOVERAGE DESIGN OR CONSTRUCTION ERRORS. TOTAL LOT AREA I22,537.0 S.F. I IUSE I� UNLAWFUI z EXIST. POOL WITHOUT CERT�F ATE I -- EXISTING DWELLING 2,300.0 S.F. 10.2% V.LF. I' RETAlN STORK WATER RUNOFFOF OCCUPANCY PROP. EXISTING POOL 800.0 S.F. 3.5% li PURSUANT TO CHAPTER 236 OUT PROPOSED DECK 2�a.5 S.F. QF THE TOWN CODE. HFUTURE CABANA AND SHOWER .384.0 S.F. 1.7%W d Z X OTOTAL AREA OF ALL STRUCTURES� W •� j', 3763.5 S.F. I6.-i%dx\6IL m ILO "MAXIMUM LOT COVERAGE ALLOWED - 20% lLAGGE55ORY 5TRUGTURE REG2UIREMENT5 EXIST. PROPOSEDCOMPLIES MAXIMUM HEIGHT 18' O' 10' YES YESPROPosED DECK MINIMUM SIDE YARD � IO.O' O.O' � IO.O '�ADDITION MINIMUM REAR YARD 10.0 O.O q2.0 I YE521.-7' 14.3' 13.6 MAX SQUARE FOOTAGE 1200O.0 S.F. 312.0 S.F. YE5 S.F.ENCLOSEDZ SzDECK NW RE-FRAMEOEXIST. DECKtu 2 5TORYz I FRAME HIOU5E& GARAGEPROJECT: C('� [gipcSOURB'JSTOOPDECK < 200 GREEN HILL LANE } GREENPORT NY DRAWING TITLE: ROJECT LOCATION� P & SCOPE SITE PLAN & ZONING DATA N\I PAGE: AWI& 0911 lu Ar 1h In_00 A ORE ENHILL LANA 95RAPHIC SCALE I"•IS'I E PLAN02 21DATE• 04/ / 1 OF3 SCALE: I -O = 15 -O SITE LAYOUT NOTES: _D1. THIS IS AN ARGHI GTS I N TE 5 TE PLA � 15SUBJECT TO VERIFICATION BY A LICENSEDSURVEYOR. THE INFORMATION �,`,.; :;. �....REPRESENTED ON THIS SITE P AN IS TO THE ARCHITECT S BEST OF KNOW EDGE. L2. SURVEY INFORMATION WAS OBTAINEDFROM A SURVEY DATED JULY 2ci, 2020 I //�� IptP AND PREPARED BY: LOGI` 710N MAI-ANA5TA51A I. PAR5ATOON SCALE: NTS 1300 JERIGO TURNPIKE, STE. 20-7 HYDE PARK, NY 11040 TELEPHONE: (516) 552 03G6 . - .. - I - _____ --------- _____ ---------------- ------------- _______ ___--______ ____ �_____ ___________---- __ ___ - - -- ___ - _��__��___ ______ ______-- NOTES i$ 5FEr_..1F1 r-ATIONS CARPENTRY HOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE AND MA50NRY 1� -_-_ CL 1. ALL LUMBER SHALL BE DOUGLAS F I R LARCH #2 4 BETTER I ER l = 5-75) UNLE55 THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE RS VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT ��_ __ __ __ __ - __ ==�___ ---------- _________.___________ ---------:______-zT-_----- ---------------- ,7-----__--�-- ---- -_---- ----- - - -- � 0 IT 15 THE CONTRACTORS RESPONS151LITY'TO KEEPTH15 CONSTRUOTION V00UMENT E31NDED ! I - -_ - -_ I < OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE : BD. 1� BOARD l INSUL. !'INSULATION 11-- 0) TOeETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RE5PONSIBILIT"(TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF ii - - __ _ _I - __ - - - - - __ - __ - - _______j__._ --------------- _-J! __ _ __ - ,--- , ,----- - - -_.- ----:---�_____._ - -- .__ - _ _ __ __ - - - - ----------- ----- - - __ - ------- __.__1________1 a z 0 uj eii" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR -�___ __ -_ ___ -_______-] LLJ =) ciiii - i i - - - - ___________. - __ �� l-NT.- . __ ]�r NTERIOR � - - - -_ -- - __ I, 5PECIFIOATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH COAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. l BFE _ ___ __ __ _ 11 BASE FLOOD ELEVATION ____ ___- - - _____________ - -----------_____r_____ - :I - - - - - -__�1_ I - I __ -_ - GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR, ON FIRM,VIRGIN, UNDISTURBED SOIL I -1 _j GENERAL I BLDG. I BUILDINis, 1 K KIPS (1111 0 L55) . ll�-_ 1H 5. 5ILL5 TO BE F.T. AND SECURELY FLASHED N17H A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REOUIREMENTS OF THIS DOCUMENT I , - ! - _ _ - - - - - ____ ______ r__ --�-------�-1 --�-------.--�-------�.- KIPS (I - - _____ - - __ : � I . . I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF 51LL TO 13E (:2) .2"x(o",UNLF-55 (1) 2"xii (THIS DOCUMENT 15 TO MEAN A REFERENCE 70 THE CURRENT AMERICAN HOOP 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. ��BM 1 BEAM - - - -1 MANU.5PEc.'s- ][MANUFACTURERS SPECIFICATIONS ____ __ - � Lu >- APPLICABLE BUILDING DEPARTMENT. -I&HT5 WITH THE EX15TINO STRUCTURE. COUNCILS NOOI�) FRAME CONSTRUCTION MANUAL AND TH15 PS FORMAT, As i ---------- ___ ; ___ -- -- -_ __ __ - - - , . - .__ ________ - . . ______ j , __----------- ____ ,� 15 NECESSARY TO MATCH FLOOR HE i - - � - - _________, -- ------------., ---.------------ - -_ _ --_-_________.___ 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 I -------__________ -i - , ---------- � - APPLICABLE AS A DERIVED WORK). I B.C. 11 E30TTOM OF i;�MAX. !!MAXIMUM I - 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL J01579 HANGERS BY APPLICABLE OR OTHERWISE NOTED I - - I ____ - . - _ _ - - - -_ - --------- j_ _-_-____-____,_ -____ _ _ 11 ____- ____�_ - ____-------------- - -- (1) - ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, I i __ - __ - - __ __ - - ___ - _: _ " __ .--- __ __ -- STRUCTURE/SITE SHALL BE FIELD VERIFIED 5)1 GENERAL CONTRACTOR. �BOT. i BOTTOM ,H. !�MECHAMCAL m >_ ---__ PREFABRICATED HOOP I-,JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. NALL5 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.C.N. - - -_____ -__ -__ - - - - - - _ _ _ - - I ___ ___ __ __ - ___]�MEr _____ --------____ __ - -_ _- - - - I _j - � - - - - - -_ ----I- - -- -_-_- --J�MINIMUM - - --- ---__---______--- - 5 MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OFEll IN PREFABRICATED HOOP TRU55E5, 6-r'P5UM, HARr;i5OARD, AND STRUCTURAL B.O.N. BOTTOM OF PqALL MIN �_ L0 �c 5. ALL NORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL COMES , � , - ____ - - I FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR C,RADINr:;;, (2. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS - - -_ - _= _______ --__ ___- ______________._____._ __ _'1__-._ - __ __ - ----------------------- ---------------------- - -_t ______ - _ _ - � - --1 - - --- - - ______ ---------- ----------------------- - - - _I Ix In C) AND AUTHORITIES HAVINO ,JUR15DICTION. RULES SPECIFIED IN 1.1 THROUOH Ib. UNTIL 151 TIER, OF FRAMINO 15 IN PLACE. O.J. CEILING JOIST I NAVD,be, __ __ -1 NORTH VERTICAL DATUM OF 11,515 ]I � 0 C) 0 - 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ______ ._____ ______ __ -] NOR� .- ___ ____ - - - - __ ---il ___ i 0- Lo m 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -_ - - --- - ----_ - . .- - -_ ____ =��__ _�_, OF THE ONNER/BUILDER U.O.N. I.I. LUMBER: ALL HOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. I COL_ �COLUMN 1wrO 150 I NEW YORK r,I TY' BUILDING CODE ii >- .t m INCLUDINO END-JOINTFD AND EDOF-OLUED LUMBER, SHALL BE IDENTIFIED __ J_- .--.__-____ -__ --------------- ___ - ________-- ----___ j,__ - - --------!L--------------------------- --- .----.------------------------ ____- -1 __ I - CENTER -- - - -_-- - ---- - - - -- - --ll z . -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING, B**r' THF- ORADEMARK OF A LUMBER ORADINO OR IN5FEOTION AOFNCY e). ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED fcoNn - - - - - --- -- - - ,� (GOVT. T CONTINUOUS O.C. 11& ENTER 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR -JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. I � .--j - - ---- - - - - - - _ ____ j _ _ -.- - - - -- -- - -----------i 0 SHALL BE CLARIFIED WITH THE All TEOT/ENOI NEER BEFORE PROOEEDIN& l� - - -_____ --! -_ I -_ _-- ----------! 5. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE .1 = 6 - j[DOUBLE - __ I WITH THE WORK. i;;PBL. I !I ORADEMARK SHALL INCLUDE AN EASILY D15TIN67U15HABLE MARK OR cf. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. .i -- _ _ - ---- -- ____ --- =___=_=___ --- - - jj OCCUPANCY l!i - .- -J101 �-�----��=-------�-�-.�-=---=�_-_--_--_-�----- �- cr cl ALL HOOD SILLS AND V400P IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE ORADINO AC7ENOY NHIOH COMPLIES V41TH THE I _____ _____ ij - - i ! z ME51ON FLOOD ELEVATION 11 PBFE i:PRELIMINARY BASE FLOOD ELEVATION Llj (b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE l REGUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-011. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 2e) i P-777--_________ ___ ____- [ ________1 _ _j_________ _._ ---------- --- - ----- ---- _ _ - i < UNLE55 APPROVED BY' THF_ ARCH I TECT/ENOI NEER. - - - - - :_, _j DAYS OF 4,000 P.5.1., U.O.N. ----"F---- ------------------- i I - J�DIMENSION 11 P. GONG. i EXTERIOR SHEATHN& SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET l DIM. _____ ii POURED CONCRETE I : -j 0o 10. ALL F -_ - - --- _______ - _ --------- _ � . ____ - _______ --- ____,__ ._________ - ___ _ - - __ _ ___________._______ ___ ________,_______ ---____--_-,-_j BEFORE THE START OF FRAMING I D..j. ---]rp no K-JOISTS--- ---- - ------ ------------- . _____ -, -- --- __ - _ _____ __ 1, __--------------- -------------- ------------- __� - � -_-,i t -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNE55 ON HALLS AND THE PROVISIONS OF ANSI/ALTO A I cIO.I STRUCTURAL GLUED LAMINATED 11. CONC. SLABS 70 REST ON MIN. OF ro" FINE 6-RAVEL OR SAND WITH i - I I > "I C) 11 PL._ 1! PLATE I t Z (3) (D ROOF AND 15 OF CDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. (b MIL. POLYETHYLENE VAPOR BARRIER UNDER _ __-- -.-. --- , - - - -_.- --------------.-- i ____,_______ i . . - � - - __ . : - __ - _ � � -___ -___ - ____ - - . 1, -------I! � n FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS AHEN I - ,___________ _____ ____ _ _ ___ _ ___ _____ --------- --�-- ��-��---�=�---- --- : 5. DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.2. COFFER FLASH ALL ,JOIN71S WHERE 5LAE3 ABUTS FRAMING. I EA. EACH 1� PLYND. '1:PLYWOOD � �c ri (:) APPLICABLE. 1.5. PREFABRICATED HOOD I-JOISTS: ASSEMBLIES USINO PREFABRICATED I 1_. .___. ___- - _----------------.-----..-- - -------- - - �11- - � I - - -__ - - - :___ � __ i� I � _ ---�- ---�-�-----�----,,=.�-�-------��-----��---------------- ------------ - ___ i WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M P5055 I -- __J� z >-: .4 cl. DO NOT SCALE DRAWINGS, ELEVATION 1 P.T. 11 PRESSURE TREATED I ]_ ____ -- ---- - - __ - __ I < Z WRITTEN DIMENSIONS TAKE PRECEDENCE l�ELEV. 11. SUB FLOORING, GENERALLY, To BE OF 5/4" THICKNESS AND OF ODX 011 STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - ! I ! _ - - - __ - - - � - ___ - . _�.____ _____ --i -.-- __ -- __ -- -L- --_ -.--___ �� __ ___ - �_�=�_ __ NAILING AS PER FASTENING SCHEDULE ON PA(5F- 6-005 AND ii U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED P400D I-JOISTS, THIS (1) HALL TIE PER (5) 50. FT. 1��__ __ - - - ____ �__- -------- � -__ �___ -� -- -------- - - - -- -- __ _____=_ __ _______.___J 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, ii � 11 Ix 04 DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EaUlp. i IPMENT :�.:1i i REQUIRED I _j I I i CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL --------I----.------------------ --------.---------�-------------- . _____ ____._ ------:L--. ------------- --------� �i----------��_-�-=---=-----------� ___ _____ - - ----.- _ ----------] LL 12. EXTERIOR SHEATHING To BE COVERED WITH T`rVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 14. FLASH ,JOINT AT BP-ICK LEDGE AND PROVIDE NEEP HOLES, �� __ --- ----- ---,----- -i - - LO w ri - - -__ - . - -_ -_ -_ - �� - - _____ __________._______________i_______ -_ ------------I 11�- :-) LO EVALUATION REPORT. MAX. 5:2--O" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. I EXISTING il APPROVED EQUAL. I i RI 1�!RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA ll � -� ------- --------- ------��-----�_-��---=��----,--- i__ ---------- - AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN I EN ll EXT. EXTERIOR I! RM. i;Room 15. BLOCK EXTERIOR STUD HALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. � i: �L -_ ____ _________________ _______________________ __ -_ - _____ - -_ - � � ____________. ______________jl I I 4� (5 PERMISSION FROM THE ARCHITECT. UNSUPPORTED DG SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMP051TE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FIN15H ORAVE. i!__- ________-____ --__ 1-_____-__ -______________- -__ __ - -- - , - _________________________ - ---------------------�--- ---�-, N-q !_- - ------ ----------IF - - . S SPECIFICATION FOP, EVALUATION OF ii F.A.I. I FRESH AIR INTAKE l�R. �i 12. THE ARCHITECT 15 NOT RETAINED For%'. SUPERVISION OF THE WORK AND 15 i� - - - - __.1i R. ROOF RAFTER I--------- -,-,I[-- - - i -- -- ----------------- _______j 14. PROVIDE X' CROSS BRACING AT ,JO15T5, 571)DS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES �� - --- -Il- - -------- -- - -- -- --- - --- ------------ -- ----------------- I RESPON515LE FOR DF-510N INTENT ONLY. i' - ------------ - -]l GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40*F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO i�FAR i FLOOR AREA RATIO ��!BTL. l�STEEL EXCEED e,'-O" AND AT EVERY &'-O". _______--------__j1_ ____ __ _______. ___ -- --- ----- _ -IL -------__-__�____.._ ._____________,_____, 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. I - ----------]I-- ---------------------------------- -- � - -_-`- -- . -_ i� � �_-- ----------------]I SMART- --- --- ---------- ------ ________________ __ ---I uj 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO FAer- �:F.A.V. FRESH AIR VENT !I S.v. VENT i - I-- ----- - -------- -- _: -- -- -------, --. -.-----------I--,---.--- ---- I_ - - - cr 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL C-7-005. 1.5. PREFABRICATED HOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY I - - _ � _ -I;- HOOP TRUSSES SHALL MEET THE PROVI51ON5 OF TH15 DOCUMENT, THE AROHITEOT/ ENGINEER. �i FF i TIMES. AT THE COMPLETION OF NORK, THE CONTRACTOR 5HALL REMOVE ALL __ FINISHED FLOOR ��TED ; - � ------, _ --_ - - - -.- _____ 1i TO BE DETERMINED ll_ 16. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS GOVERNING BUILDING COPE, AND ANY ADDITIONAL REWREMENT5 AS �� - - � ____ - _____ - - - ______ - __ , F . I--.------,----------------------,---------.-"--.___ ___ - -- --- -------------11-------- ------------- __ __ _ ___ _________ __ _ _ ____ - --- - - 0 RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN OLA55 AND LEAVE NORK. I ____ _]!FIRST FLOOR ELEVATION TEMP OL. ii TEMPERED OLA55 w SS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR. METAL PLATE 15. PROVIDE BITUMINOUS ,JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND �� F-F ELEV. � _ _ - - ___ ___ -- _- - ---�_� -_�,�:�---- ----__ __-_ j____.__ - �_ BROOM CLEAN. I -- - - - _ __ - __ - - - ___- -- -__j ___ .---- __- ------------ �� --------- _____j CONNECTED HOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. i �_ 0 - � KMANS COMPENSATION AND GENERAL I'T. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 5-005. OR THE MANUFACTURER'S COPE EVALUATION REPORT. r F.J.- - ____ - ____ �FLOORJOIST5 �THK. ii!THICK __ __ I �i - _____ __ __ I -.- _____ -.-------- __ ,_____ -,. �- �: : 15. THE CONTRACTOR SHALL CARRY NOR. - ___ - - - - . _. -----------------.-------i� ----- ---.-----�-------------- -- ---------. -- ----- - FE _j - - -IF----------- - --------- - __ _____ __ __ - - - , - I ---][ , - - ----- !I- -- - -- --- - !' LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Ict. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA :; - I 0 1 _j I8. AT 1WET HALL" PARALLEL TO JOISTS FRAME DOUBLE ,JOIST AS PER CODE. I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" PEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION HALL. I FOUND. FOUNDATION l� T.O.W. TOP OF WALL AND ORDINANCES. - 1[ - - -- - - __ __ -_ ____________.____________,I__ _____________ - R � -_ - - _.. � . ---- _ - - __-______- - I m GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF HALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR 5*,rP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - - -_ -_ - -- - __ . ,____ ______.__------ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 05-7 SPECIFICATION FOR GYPSUM LATH, OR, ASTM 0-7cl TE HAVE 6x6 10/10 WELDED HIRE REINFORCING. �: FROE 1!FLOOD RESISTANT CONSTRUCTION F_L_F___\_/ATIO_N......11"Tr ] < I I -____- - L_ __- J� 1 TREAD _ I SPECIFICATION FOR, GYPSUM SHEATHING BOARD. ___ -- - _____ L--.-.------__________--,____ -------------- ___-___-.--.-- -- � - __ _____ ___ ----------. ---------------- - - I �, Wx - _____ - __ � . � -------- - -----,-------,F , , I __-___-___ I , i - I - ____ I!TYPICAL 1 THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 1! COMPLETION OF PROJECT. Ict. AT fii OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED I f=R. I FRAME i: TVP. I 1 , I -________ _______- _ ______ ___ - - -------------,--__,i�-- --�--- --- ------- - - it - - - ___ _ _ - .-.. ___ .---- - _____ __ . ` I - - - __ __ - _ _ - ___ - 11 ___ - - ------- ___ I I AS PER PAGE 0-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID $ 50LJND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" ,i - - _i ______ - - - - _� - ____-____ '__11,1� '�z I ,, �� I � ,�_"I' ,� , MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF PEEP $ 5'-O" BELOW GRADE. ii�FRFR. � FIREPROOF !:i U.O.N. 11 UNLESS OTHERWISE NOTED -l" . 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. P.T.' SPECIFIES PRESSURE FRESFRVATIVELY TREATED LUMBER IN ANSI/AHA AL55b HARDBOARD SIDING. i - _____ - - - _ ! ______ ___ __-___ - - - . - - ________._____ I -------,---�l--------------=---�-�.--__= �----=----_-_-__- J . .11 - , ARCHITEOT/ENOINEER, AND THEIR AOENT13 AND EMPLOYEES FROM AND . , ________i__-----------------___ - - ___ , . .. ...I'll 11 I I ACCORDANCE H/ AINPA C22; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD i� FOOTING ;Ill VERT. ____ ],VERTICAL 11 I I AGAINST ALL CLAIMS, DAMAGES, LO55E5 AND EXPENSES, INCLUDING TREAT LUMBER wl COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: CLASS WINDOWS AND DOORS [FTG __----I-________- __ I-__ ____ _ _-._<_ - =�-�--,----.. ,--,.�-��-=�--------- ---- ----�----I---- ----- ________ _ I ____- __ - ___ , - __- - -- __ ii - - - ___ _ __ -I! --- - - -11 VERIFY-IN-FIELD - 11_. I . Z EXPENSE (A) _____ - - ii --- __ __ - __ - I - - _. - __ ,[ _ I 11 pq/ WITH MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (F5 1) CONSTRUCTION AND ____ __- - ___ -� � ___ - - ___ - _______ __ _________ ______-----.___-----I-___ -- ----- -- -,- ___ _ _ 1`�__ -, ATTORNEYS FEES ARISING OUT OF OR RESULTINO FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.51 PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I GYP. ED. li GYPSUM BOARD --.------ __J -- THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR METAL BY REPEATED BRUSHING, DIPPING, OR, SOAKING UNTIL THE HOOP I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. �0 . _ _ �I _ _ � - - �- - ____________!I V.I.F. ____ _____-- ----------___-- ___ ____ F_ ___ -------- - .__ 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR 70 CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY F.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. OLA55 DOORS AND NNOION5 SHALL NOT BE INSTALLED UNTIL PROPER I H.D. i� HOLD DOWN . �j�NI___________ - INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CLEARANCES ARE PROVIDED. - - - - - __ ____ !I----_______ ___- - _ - -- . .- - __ --1 1 . . ____ ---__-__ ---, --.---I- __ --__ - _- _______---__---__-------_________----.--------- ---- ITSELF 11 I I -________--______--_____ ! - . GLASS DOORS SKYLIGHTS AND ANY OLA55 UNIT INSTALL � - - - - - ____ i ----------I ITSELF INOLUDINO THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER 51::i., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR �i HEADER 1! WD. I WOOD, OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR ED - __ - - - - 11 . -- ___ ___ --.------]I -----------------][--------,.----------- ______ ------------ ___ __ -� - ---- WHOLE OR IN PART BY ANY NEGLIGENT ACT OR 5. ALL SLIDING C � __- -_______ - , , - - - CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY - 1 -__________--- -- -- F_ - I__ - � _ _ . 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: HOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE I WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, [HNr,p,__ - __--- ----- :� I ZR I _ - _______Ii ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY EVALUATION REPORTS. UNLE55 OTHERWISE NOTED. - - �__ ___ - ______ _ - ___ - - ---- . __ -- ___ -__jI ________.,____ ,- ___ !-------- -- ----- ------- __________ ______._____-----___J, - ---- - I . � - , [_ ----- ------ ----------11 --------------------------------- ---- ------------ ----------- - -- I BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST Mr,MILLIAN IAE MICROLAM HOR. I HORIZONTAL I l PARTY INDEMNIFIED HEREUNDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I - - ________J____ ____ ___ - i: I B. GEORGIA PACIFIC 2.OE O-P LAM 1.5.2. ORIENTED-STRAND BOARD (055), NAFERBOARD ORIENTED-STRAND _ - - __ __ z_---_----____ - ___ - - --- _-__ - ____ - ____ - I_ -- - ___ ____ _.______ ----------------- - ----,------ ---�--.----------- ----�------11 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR NAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURERS SPECIFICATIONS. I I 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I I � : I BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING 5. ALL N;NPON5 To BE CAULKED AND SEALED AS PER NEW YORK STATE i l i ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD :2 (1`52) PERFORMANCE VOLUNTARY PRODUCT i � :i I OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERV15ED BY THE CONTRACTOR ENERGY CONSERVATION CONSTRUCTION COPE. � ; TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR HOOD-BASED STRUCTURAL- USE PANELS OR : I I 1 22. I-,JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE HOOD APPLICABLE CODE EVALUATION REPORTS. i ; I APPLICABLE r-07,>E5 AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING FANS UNDER ALL 5LIVINO 5LA55 DOORS, WINDOWS, OR i I I l AND 5PEOIFICATION5 WILL NOT BE PERMITTED WITHOUT WRITTEN S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN ANY OTHER TYPE OF OLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. ill AUTHORIZATION OF THE AROHI TFOT/ENOI NEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY -7. ALL EXTERIOR DOORS ARE To BE WEATHERED STRIPPED AND PROVIDE ALL I I ! p I REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE I I ; I I Icl. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I I ; 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. I I ! � NEEDED, UNLE55 OTHERN15E 5PFOIFIED. ALL DIMENSIONS AND CONDITIONS i NOT BE CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE I PERTAINING ARE TO BE FIELD VERIFIED. 5. ALL OLAS5 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS I ii � l OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 1 � RAFTER DEPTH. WHERE NOTCHES ARE MADE AT cs)PPORTS THEY SHALL NOT SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK SHALL MEET THE PROVISIONS OF ANSI/AHA AlcT4.1 CELLULOSIC ; ! i - MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR, ASTM 0205 STANDARD SPECIFICATION FOR i WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE cf. ALL WINDOWS TO BE ANDERSEN IF CONTRACTOR 15 TO SUBSTITUTE WITH IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. i HOLE SHALL NOT BE CLOSER THAN .2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE l 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS, 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH I I I 51i I CATIONS, UNLESS NOTED OTHERWISE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE I l 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 22. PROVIDE FIREBLOOKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I i l THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS I I 1 l 1), THE 0OVERNINO BUILDINO CODE, AND ANY ADDITIONAL I i I HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS. � 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION i I I OF THE HOLE SHALL NOT BE CLOSER THAN 5/e)" TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTJRAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I I COPYRIGHT PROTECTION ACT OF . I i 1990 (ANCFA), WHICH HAS SEVERE PENALTIES. TEMPERED CLASS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL � I 25. FOR NEW WALLS, A PERFORATED 5HEARNALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21. i 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM NINDBORNE DEBRIS. CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, � i I I i I ; I I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 0-005 4 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: E30LTS SHALL COMPLY WITH ANSI/A5ME 5 15.2.1 5GGLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE UARE AND MISSILE TEST OF ASTM EM16 AND ASTM E19556 AS MODIFIED BY 2020 NY5 50 1�2 STATE BUILDING COPE, 2020 NEW YORK STATE RE51DENTIAL COPE, 2020 SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OFENINO PROTECTION SHALL MEET z 1 l I NEA YORK STATE PROPERTY MAINTENANCE 001-;)E, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA57ENINO w I THE REaUIREMENT5 OF AN APPROVED IMPACT-RES15TANT STANDARD OR 2 � t I ! � STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDONN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO 5OREN5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ ANSIA:;'ASMA 115. 2 ! � SHEARNALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEO.'5). ASME 515.2.1 SQUARE AND HEX BOLTS AND 5CREN5 (INCH SERIES). 0 � i i 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF HOLDONN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #I I ABOVE, HOOP STRUCTURAL PANELS NITH 0 i 1__ --- -----I HOOD FRAMING, AND CONNECTION TO FOUNDATION - 200 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL COWIEcTOR PLATES -- --I - ----i ____ — -- A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN &' SHALL >; � I I -- ---______ CONSTRUCTION MANUAL BY THE AMERICAN FOREST 6 PAPER A550CIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REGUIREMFNT5 OF AN51/TPI I NATIONAL DESIGN uj I m i (AF4PA) AMERICAN HOOP COUNCIL (ANCI BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND i). HOOD POSTING TO BE BLOCKED SOLID TO FOUND. HALL wl END GRAIN, STANDARD FOR METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION I I -- - ___ -- i __ _ E - -- - __- ____ _ TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THFRAMINO SURROUNDING THE OPENING. I PANELS SHALL BE -_----i - I 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HALL H/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS I COPE EVALUATION REPORTS. : . PLUMBING CODE. SECURE W (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE uj i R501.2.1.2. ATTACHMENT HARDNARE SHALL BE PERMANENT NEW YORK STATE EXIST. WALLS 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORRO51ON-RE5157ANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ____ _ ______ _____ __ _ _____._____ ___ _ _ _____=7_=__�===___1 I--- __ - __- _ 5c � 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 Nr STURAL QUALITY, 11 I --_ - --- - .-=--I=---- -__-_ 1 - POSTING a O.M.U. HALL SEE PLAN FOR REWIRED REINFORCING (a MIN. Iiii C,AC7F- ARE SPECIFIED, MINIMUM ASTM A655, 5TRUIr ON THE BUILDING. i � MECHANICAL OOI;)F_ AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 1 TABLE R501 .7 I i --- I I HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REGUIREMENT5 OF THE 0OVERNINO BUILDINO COPE AND ANY I 1 OLIMATic. s GEOGRAPHIC DF-510N � I 1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELECTRICATTAr,HMENT ARE TO BE k4l ADDITIONAL REGUIREMENT5 AS SET FORTH IN THE MANUFACTURERS , I IN A 5HEARNALL, ALL ANCHORS MAKINC ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I ----------- ----------.-------- -------------------- ________ __ I PROJECT: --- CODE, NIFFA -10 AND 2020 NEW YORK STATE ENERGY CON5-=RVATION COPE EVALUATION REPORTS. I I I ____ ________1-------____--=__ ____ ------- ____ - CONSTRUCTION CODE. STANDARD 5HEAR10JAILL HARDWARE (W NOTED VALUES) 4 ANCHOR BOLTS, -11 U.O.N. WITH TOP GAPS a STEEL COLUMNS TO BE l BENT PLATE e," LONO I� _ _ __ ______ _ ---------- .___=_=_=_ ____________ __ ------------=-�=--------�:- - ------ ----- I [GROUND 5NON LOAD 25 l 2.2.5. NAILS: NAILS SHALL COMFLY NITH ASTM F 166-1 STANDARD � 1N1 6" R15F $ W (.2) 5/4"(P BOLTS THROUOH CENTER LINE OF VERTICAL LE55 � __ --- ' ALLONABLE: : _____ --------------------- - __1�._ ____ ______ _ _-------I I SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, 51-IKE5, AND STAPLES. i STRUCTURAL ME�ISER BASIC HIND SPEED 1 150 MPH 1� SOURBIS ! DEFLECTION- I 11 2 PROTECTION CONNECTION NOTES: _ ....... _______ _____ _____ I � _ ---------------- -- - ----11 GENERAL WIND 2.2.6. PNEUMATIC, NAILS AND STAPLES. PNEUMATIC, NAILS AND STAPLES I � - --- - __ _____ I___ __ ------- -__ --------- -,- __ - -- __L. ________________==_==____________ ti r 11 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE :RAFTERS HAYING SLOPES GREATER THEN 5/12 __ _ _ _ __ 'i EXPOSURE CATEGORY li 5 DECK CONSTRUCTION;55TD 10-cict AND 2015 550 HIGH HIND EDITION HOOD FRAME MECHANICAL CONNECTIONS: : � AND ANY ADDITIONAL REGUIREMENT5 AS SET FORTH IN THE � L/19�0 I CONSTRUCTION MANUFACTURERS CODE EVALUATION REPORTS. i N/ NO FINISHED CEILING ATTACHED TO-RAFTERS I -_ ----I------------------------------- I! I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION NALi 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE : 11 SEISMIC DESIGN CATEGORY !I 5 I _______.__________________________ I 11 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5UBSTITUTEP WITH AN APPROVED EQUAL PRODUCT. - --------- ----- --- -k _- _- ------------- - :I-___________-____-______- -- - __ �!__ _____ _______________________ _____� 2.2.1. 5CREN5: 5CREN5 SHALL COMPLY NITH ANSI/ASME 515.6.1 �INTERIOR KALL5 4 PARTITIONS I H1150 i ! 11 1 1 WEATHERING i � � HOOD50RE166 (INCH SERIES). �l - ------------------,- _____ - _______ _____ ------- - -_- ______ ----:�----------------�---------------� I SEVERE � 200 GREEN HILL LANE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENNO DEVICES NOT 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I i !I --------------.--..�!------ ----- --- __ - -- .----I! : : I 1, INCLUDED IN THE STANDARD BUIL COPE, SECTION 2506 OF 150 SHALL BY "SIMPSON" MANUFACTURER. FLOORS $ PLASTERED 1� L/�5&0 ! �i ).1 l� BE USED IN ACCORDANCE HITH MANUFACTURERS RECOENPATIONS. ;FROST LINE DEPTH I 51-c i GREENPORT, NY __ i ii 1 I 5. ALL LOAPINO CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES i ___ -------__----------- ---------------. ALL OTHER STRUCTURAL MEMBERS L/240 ii5. METAL PLATES, CONNECTORS, SCREN5, BOLTS AND NAIL5 EXPOSED INDICATEDIN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL I TERMITE I MODERATE TO HEAVY 1I DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY I - ______ ------------ - - - __ __-___-____-_.._1__ ___ .__ � ..--- _____[_______________ ._ ___ ____ - 1 I-__________-____ I 1� ------I : II -_--_-- - ______---- I---- -I�-------------__--- - -_____-_.i, AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. I ! DRAWING TITLE: I ! LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" I EXTERIOR NALLS N/ PLASTER OR STUCCO FINISH 1-11560 ii 1 ll - --- - - - - ____ - ___________________ I !I 1 ICE BARRIER REOUIRED 1! �i YES------- ES , __ __________________ -------Ili ____ ;i 1 _____- __ --------- - ____ _____ ____ -------------------- __ ______-� i LLC__ ji I GENERAL NOTES 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED i - - - - - - - __ .---- ______i I i _________________- -- __ __ ___- SHEATHING AND SIDING, FRAMING ANCHORS OR CONNEO-ORS, SHALL BE -) FA7H I _ 4. WHERE NlNr�)ON5 AND DOORS INTERRUPT V400D STRUCTURAL PANEL C-,0N57RUC.,71l E�)E7AILS i$ NIND LOAL', EXTERIOR WALLS - HIND LOADS N/ BRITTLE FINISHES I L/240 ;i 7_ I PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUDE, HEADER STUDS 5. INSTALLATION PROCEDURES SHALL ALNAYS BE CARRIED OUT AS PER � - __ ___ __ __ ___________ _____ __ - --. ---- -- I- --- _ _ ________ _____________._. 41 ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. PRODUCT BEINGINSTALLED. ! . i� MANUFACTURER SPECIFICATIONS OF THE PP CIONNEC/710N DETAILS I EXTERIOR NALLS - WIND LOADS 1^V FLEXIBLE FINISHES !I L/120 i STRUCTURAL DESIGN CHARTS .I - . - --------------.--------- ----- ------.---- --.-.�-, ---------------il-------- ------:- - -_ - 1 5. RIDGE STRAPS SHALL BE ATTACHED To EACH FAIR OF OPPOSING ro. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER _ , - - ,-_ = � --- :� __ - RAFTERS EXCEPT WHERE COLLAR TIES OF I'Wo" OR 2"x,4" LUMBER 15 SPECIFICATIONS OF THE PRODUCT BEING INSTALLED NOT TO 50ALE _______________ --- --- .--,-- LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR, OF �F-_ ----_ ------ --------- __*----------____ ----- --- - - ____ Ij RAFTERS. -T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY I 11 ARCHITECT !� STRUIr,7URAL DESION LOAE�)S l PAGE: (5. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. i I ___ --.-.- �- --__ __ __ ______- __ --_--- ------ - _ __ - , - - � - - -- - - - -------I 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM i I-- ! .i - ,1 1 Aft Api 0 Api 0 0 AW& -1. FLOOR TO FLOOR HOLD-DOWNS TO 13E PROVIDED EVERY' 45" AND EVERY HANGER SHALL BE ALLOWED TO BE SUBSTITUTED NITH A TOP MOUNTED I I Ar I 'I ,I :� USE I I F. -mmt j 16" WITHIN 4' OF EXTERIOR CORNERS. BEAM HANSER. ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. _ I LIVE LOAD , DEAD LO-AD j I i ! - - I [ '' ______ ------ --,I *m0i 1%w 2 u __ - _________ -- - -____ - - __ __ - - �i___- ___ - ___ SHALL BE ANCHOR-ED i - . !I 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE EXTERIOR BALCONIES � 40 psf �� 15 p5f 1 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER I 1: _:___1I I - ____ ___________ - - :___ -.- - --__ __ --__ .: - ___ - - - __ I , OF J" AND 5"X5"X�" HASHER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE �� PECKS 11 40 psf 'I 15 psf !I :1 l� I PROVIDED V41THIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ,JOIST HANOER 1-- ---[-.- --�--------------�l.------------------ .. , ,I DATE: 04/02/21 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 1" IN CONORETE/MASONRY I 1 2 OF3 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS - � I FASSANOER VEHICLE GARAGES 11 50 psf l AS PER PLAN 1 AND AT SPACING NOT EXCEEDING 4' ON CENTER. LEDOERIC IRDER [ ____ -------- ----------- - ----- ----------------------------- --- ir- __ - - � --- I! ---------- ---------",I I k I - 1: . 11 I ATTICS V41THOUT 5T011 (MAX CLEAR HOT ( 42") :�I 10 psf 1� 15 psf ,I I _______ ----------------------- __ -----, - __ ----------- :� __-____________-- � __11�- --- - . _-- -------; WOOD ,JOIST I I SITE WORK I ATTICS WITH STORAGE (MAX CLEAR HOT > 42") :i 20 psf I 15 psf I I I I , I. STAKEOUT 15 TO BE PERFORMED BY A, LICENSED SURVEYOR I __ ----.-I-- " <:"--., !- � �' '�_�_J ,P,J- . i !I , 0"', 1 ROOMS OTHER THAN 5LEEPINO ROOMS l� 1r, pr,f 1� t , qo,� li 40 psf ....�",,,� ""', �: : I -, ___ I ..'x , i I . ..-. v 2. VERIFY ALL GIVEN DATA ON VRAHIN(�5. IF THERE 15 A DISCREPANCY, /'11 1 �,� - :IX - - � -_ __ ____ f 6e-�_.' , ,, , L��. " RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. :i - ___ ____ _il __ ---------- ____- [_________.________ ---I , ,� 11 `C.: --i" i! 1 ."", , ', -n- -JOIST FRA�-IINO FLUSH KTH LEDOER/OIRDER 11 SLEEPINO ROOMS :! 50 psf 1 15 p5f � I.`�* �� 1 � C) �� 1 �, I 1.,t�,,' 'i".-i" I' I I �A :.A � � , I . 5. EXCAVATE AND BACK FILL FOR NOR< INDICATED ON PRANINC-75. li - - I� . � ___ - __ - ____ : _------------______-____ 1 .", )", " . - I i ; ;l--____-_________ - � STOCKPILE TOPSOIL 05TAINED FROM STRIPPING DRIVEWAY AND BUILDING �" 1, I - I I. ",I,, I :�l' STAIRS 1 40 psf ll 15 Of . , , , 0, 11 ;I I -A, SITE. STOCKPILE ALL EXCAVATED MATERIALS. i - - - - - - - � _______ __ -__ #,: I , , , * I ------�[-------------_- __ _ I i I Illil: f, : i I , ___ - ___________- f� % 4. NEW AND EX15TINO BACK FILL MATERIAL ARE TO BE FREE OF NEEDS, TREE GUARDRAILS AND HANDRAILS !l 200 psf it 15 psf 00 �_ I .- I i - i � I I j ROOTS, ROCKS, AND DEBRIS. ALL 5URFLU5 MATERIAL THAT' 15 UN5UITABLF= I I ---_____-------- --- r__---__-----_ _-'' .fir/' �, I ;. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. i- ______ -- __ -_____ - - __ ____ ___ I �7 03741 0 11 � 'i I 1 '14 11 I ll 12 p5f FOR ATTIC ,�-Ojz N : i p 0 11 ROOF LOADING (LIVE = GROUND SNOW LOAD) 1 :25 p5f 11 1 15 psf FOR CATH. II 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I :I !� :, �i !I I I , 1! 1: ; li ��_ OR I - -_--_ --- - -_ -_--- -:--:- - - --_------1-�--- - *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A5C,E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) � . . 1, I I I I a d7 NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED ' = N . :',•� WOOFRAME (L.G. STL. Z O D W WHEN APPLIGABLE) J t i EXISTING TO REMAIN W � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ;' DECK FOUNDATION PLAN NOTES DECK PLAN NOTES Q W >- STL. WHEN APPLICABLE) Z FOUND 4 POSTS FOR WD. DECK: STAIR 4 RAILING NOTE: 0 ( ) Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" 5TRUCTURAL OI WD. P.T. POST 4 P. GONG. FIER UPON O I. ALL NEW STAIRS SHALL HAVE MAX. ,-3/4" RI J = WOOD FRAME (L.G. STL. POST FOR 4" WALLS GRADE BEAM AS PER DECK DETAIL (TYP.) 4 MIN. 10" Tr - R15ER5 SHALL BE CLOSED J 2. 36" HIGH GUARDRAIL 4 SPINDLE 5FAGING a) 0 WHEN APPLICABLE) POI5T( " R FOR 6" WATLLS)U•O.N. C) NOT TO ALLOW PASSAGE OFA 4" 4) SPHERE; NEW 2-HR FIRE RATED O TYPICAL LEDGER BOARD ® EXT. DECK: 36" HIGH HANDRAIL 4 SPINDLE 5FAGING NOT WOOD FRAME (L.G. STL. 2 I. 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 36RIPPABLE RAIL AS PER CODE S TO ALLOW PA55AOE OF A 4" 4) SPHERE WHEN APPLIGABLE) 2. SECURED w/ (2) 5/6" .x 5" LONG H.D. GAL. LAG Z m BOLTS ® I6" O.G. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY '51MP5ON' (OR O EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 _., 0 BENT OVER TOP EDGE OF LEDGER BD. n- 5. SEE NOTED DETAIL Q W J FOR WOOD STAIRS ® GRADE: J 00 O3 4" THK. P. GONG. PAD 6" WIDE x REOV LENGTH UPON 6" GRAVEL UNDER 2"x12" F.T. STAIR 5TRINOER5 ® Z O MAX. W' O.G., U.O.N. (MIN. 3 STRINGERS) J O Z d' Z LL W c 3 Q �+ � DLo zm ® I, O < .. ALIGN _ - --- -- --....----------- � O I N 2Z2"x I O" P.T.DRP. - -- --- - - - -- --- — ---- j - - GIRDER 13'-"I" W W J Q Q (2) 2"x10" P.T. DRF. .V O z }fj z N 66= } O z PROPOSED . . b oc z_.l OC Z D K �,z lY z-A WOOD FRAME �. O 01 1 0 q-)E z o--® �Ln u- DECK 0Q1tn U1ll1N N juN j� � MODIFICATION 4 gyp~ IVp� IV=1 N ADDITION j F ju F to 13 (fj -jv t-w O 5/4" DECKING j w d Q Q QQ a HO TO SELECT Lu fY ~ I Q�Q LL Q lL Q lU IL u d 2�2"xIO" P.T_DRP. \ I \j GIRDER \ ' EXIST. FRAME DECK STEPS $ RAILING TO DEMOLISHED � I I I � I I I i p mQ I i C FRAME HOL15E 5 NOT FRAME HOUSE 50RY EXISTING 2 57ORY NOT C PART OF THIS FILING PART OF THI5 FILING FRAMEOUSE IS NOT PART OF THI5 FILING � I 1 1 W I j I � I 0 ! li I PROPOSED DEMOL.I T) ON FLAN PROPOSED DEG< FOUNDD FOUNDATION FLAN FROFOS� DEC,< PLAN -�- ----'---- --- � -- ' -- - - i -- 5CALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" _ - - —,— --- – ... --- o j PROJECT: !LzW SOURBIS }Q*< ®ECS FtDz o 5/4"x6" F.T. Q Ok DECK BOARDS P.T. DECK JOISTS AS -1 p NOTED ON PLANS m �,�4 EXIST. EXTERIOR 200 GREEN HILL LANE Q w= MIN. 4" BETWEEN ED6E5 OF SHEATHING Q m 1-172" SQUARE BALUSTER GREENPORT, NY 5/4" x REQ'D (STYLE TO SELECT) EXIST. SIDING MATERIAL HEIGHT P.T. RISER SIM750N H2.5A RAFTER BUILDING PAPER $ HOUSE WRAP 5/4 x6 P.T. TIE (OR EQUAL) TO FULLY OVERLAP FLASHING DRAWING TITLE: DECK BOARDS EXIST. STUD WALL 2"x BLOCKING ® EA. BOARDS GAP FOR 5TRINGER TO MATCH SIZE 5/4 xb F.T. DECK DRAINAGE -\\ 5/4"xb" COMPOSITE OF P.T. DECK JOISTS DECKING (U.O.N. ON PLAN/ PROPOSED DECK PLANS "Z" FLA5HIN6 5EGTION/DETAILS) DESIGN DETAILS FASTEN STRINGER TO I I - BLOCKING (MIN. 6 (2) 1/2"(P HOT DIPPED 6ALV. FASTENERS) - I, BOLTS ® EA. POST w/OVERSIZED � FLASHING No51N5 P.T. D.J. AS _ z WASHERS B END NUT PREBORED DRIP EDGE frYP) PER PLAN cV INTO BEAM, POST,DECK TIE 4 F.T. DECK JOIST 2"x12" F.T. 5TRINOER5® 16" RIM BOARD A55EMBELr COUNTER AS PER PLAN 4" THK. x 6" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® t�—FLASHING PAGE: P.T. BEAM AS NOTED JOISTS AS PER PLAN FASTENED w/ (2) OF STAIR P. GONG. PAD EA. STAIRWAY) Z 5/6" Q' x 5" LONG HEAVY DUN GAL. I (Y SOLID BLOCK ® 12" O.G. LAG BOLTS 0 16" O.G. INTO MUD SILL d (2) 51MP50N DJT14Z (1) 1/2"0 H.D. 0--ALV.THRU RIM BD.;WHEN ® FOUND. WALL FASTEN METAL 6ALV. JOIST HANGER DECK JOIST TIE ® BOLT w/OVERSIZED WA5HER w/(2) 5/6"4) x 5" LONG APPROVED BY SIMPSON' (OR EQUAL) 00 2'x6 F.T. BLOCK IN BETWEEN - NOTE: EA. JOIST A-10) ■ ¢ EA. POST END NUT PRE-BORED INTO MASONRY ANCHORS ® I6" O.G. EA. STRINGER. FASTENED TO X ALL DEGKIN6 SHALL BE FASTENED P05T 4 DECK JO15T TIE P. GONG. PAD w/ 19/64" x T< "Z" FLASHING 3-I/2" CONCRETE SGREWIS BY i--� w/ COATED DEGKIN6 SCREWS BY 'SIMPSON" ABA44 "G 1/211 C N" (OR EQUAL) • MIN. "DECK MATE" (OR EQUAL) ® COLUMN BASE (3) SCREWS PER BLOCK 10" MIN. ry 4"x4" P.T. POST EXIST. FOUNDATION WALL DATE: 04/02/21 5 OF 3 GRADE I I GRADE GRADE 12"(P '50LID wl ' FILLED jl L_EDOER GONNEGT I ON DETAIL_ _ SOLID w/P. GONG. U a < (MIN. 4,000 F51) SCALE: I" = I'—O" STAIR DETAIL. � EXTERIOR MOOD - •�� ` A-101.00 _ SCALE: 3/4�� - 1'-0" (. 37 EXTERIOR MOOD DECK DETAIL. ,rT+ c J A-101.00 SCALE: 3/4" = 1'-0"