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HomeMy WebLinkAbout45495-Z guFFOl,�c Town of Southold 2/28/2021 ' 0 P.O.Box 1179 o 53095 Main Rd 4,1j©1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41857 Date: 2/28/2021 THIS CERTIFIES that the building DECK Location of Property: 2655 Wickham Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-2-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/22/2020 pursuant to which Building Permit No. 45495 dated 11/24/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built" second floor deck addition to an existing dwelling as applied for. The certificate is issued to Agarabi Ali Revoc Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED i? n 000 Signature �SnFFo�,� TOWN OF SOUTHOLD BUILDING DEPARTMENT ti TOWN CLERK'S OFFICE �y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45495 Date: 11/24/2020 Permission is hereby granted to: Agarabi Ali Revoc Trt PO BOX 101 Mattituck, NY 11952 To: legalize an as built deck addition to an existing dwelling as applied for. At premises located at: 2655 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 139.-2-5 Pursuant to application dated 10/22/2020 and approved by the Building Inspector. To expire on 5/26/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $668.80 CO-ADDITION TO DWELLING $50.00 ZIn $718.80 Bui Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. 10 I Zp12i> New Construction: Old or Pre-existing Building: , (check one) Location of Property: ZlQIZ�55 Aj; C-VAI v.•, Q• ��a o� �u House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section I Sq Block D2 Lot DE3 Subdivision Filed Map. Lot: Permit No. GJ Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: a,// (check one) Fee Submitted: $ �� Applicant Signature Duildin&Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, 4(—( residing at J d. SOX 1J/ ski 71��LCOL (Print property owner's name) (Mailing Address) //9T do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. � la /L 207 (O e% ignature) (Date) `�(Print Owner's Name) Uf SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou�n ' 765-1802 -INSPECTION " [ ] FOUNDATION 1ST [' ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKIN y" [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY - [' ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6 A) (axt-4 9A, Q tv✓ DATE y W INSPECTOR Operating Business Address:1075 X.CHITECTURE Franklinville Rd,Laurel NY 11948 ��� Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 }{ f _ F E B - 5 2021 February 2,2021 Re:Sara Agarabi 2655 Wickham Avenue Mattituck, NY 11952 To Town of Southold: Based on my inspection of the deck footing for this property, it was completed per approved plans and NYS building code. If you have any further questions, please feel free to contact my office. Sincerely, D A��� Anthony Portillo, RA 03740'b �jo 4 t 1 A J, FIELD INSPECTION REPORT DATE COMMENTS• Q t�1 FOUNDATION(1ST) y ------------------------------------- FOUNDATION(2ND) �.3 O . rn ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE FINAL a ADDITIONAL COMME T Me- a- vl �o z d b H TOWN OF SOUTHOLD' - BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11911 '- 4 sets of Building Plans TEL: (631) 765-1802 - - Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form MY.&D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form 2 �v Storm-Water Assessment Form Contact: Approved -- 20 ` Mail to-.'AIQ T.Q Disapproved a/c Phone: <E>\W 214 Ol(p® - Expiration ,20 D ��� Build' g Inspector o CT 2 2 202 LICATION FOR BUILDING PERMIT _ Date l O 20 20 2 c� ,-4u,TPTNG m7T. INSTRUCTIONS a.This-application MUST be completely filled in by typewriter or in ink and submitted td-the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. - b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this applicationmay not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work.- e. ork.=e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy.', f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. ; APPLICATION IS HEREBY MADE-to the Building Department for the issuance of a Building Permit pursuant to the, Building Zone Ordinance of the Town of Southold, Suffolk County;New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances,building code,'housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) • State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises OXCA p k ` (As'on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer _ , _ . _ , ''A (Name and-title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. - 1. Location of land on which proposed work will be done: ,q c 1 i �-- House Number Street Hamlet County Tax Map No. 1000 SectionTQ1 Block 02 Lot �� Subdivision Filed Map No. Lot 2. State existing use and occupancy,of premises and intended�,se and occupancy of proposed,construction: a. Existing use and occupancy �,���Q � ,r,l It4 QA;8 ein C._Q_ b. Intended use and occupancy i nckQ -F ann : ic"� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front .aj� Rear 9_kp,V Depth Height °v' _ . Number of Stories 2 Dimensions of same structure with alterations or additions: Front C 4- 3.`bl Rear DepthHeight 2W •Vt Number of Stories 2 8. Dimensions of entire new construction:Front ---Rear Depth Height ,� Number of Stories): ; 9." Size of lot: Front 222052 Rear 22�.G'1�J Depth 228 0 b D 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises,are situated KA _cr_ 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOdl 13. Will lot be re-graded?YES NO,�L'Will excess fill,be removed from premises?YES , NO,O 14.Names of Owner of premises Address Phone No: ' Name of Architect nom,,A �a oC+1 l`I0 Address Phone No 17,1 co 714 t)l lots Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.,PERMITS MAY BE REQUIRED. ,,{ b. Is,thisproperty within 300 feet of a tidal,wetland?"* YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is,at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF -- ) ZG.QQrr �- being duly sworn,deposes and says that(s)he is the applicant (Name of individual sigmng contract)above named, 1 , _ f k CONNIE D.BUNCH (S)He is the Notary Public,State of New York (Contractor,Agent, Corporate Officer, etc.) No.0 18505 Qualified in Suffolk county mis ion Expires April 14,2 I of said owner or owners,and is duly authorized to perform or have performeRe sai work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _7)�Cd day of L4W20� Notary Pu Ric �Sign�aturef Applicant Scott A. Russell ��° �116 ST0]KI MWAIFIE]k SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 °S 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®(� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date- District NAME- District �� NAME- GO 9 0-2 c"S �n Section Block Lot ��jj FOR BUILDING DEPARTMENT USE ONLY**** Contact lnfoimahott ✓`0 li�"'f o( Loo Irel h—N—bM Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — r Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 If F01, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 -CO Southold, NY 11971-0959 • ems'®,� �'��� BUILDING DEPARTMENT NOTICE_ OF-UTILIZATION OF TRUSS TYPE'CONSTRUCTION.-PRE;ENGINEERED- T WOOD CONSTRUCTION-AND/OR TIMBER CONSTRUCTION - Date: Owner: Cab.. b- s Location of Property: OLNY-, lu r 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 structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:- ----- Name (person submitting this form): uOQi� i�--- Capacity(check applicable line): Owner Owner representative TnissReg15.docx Effective 1/1/2015 L S UR VEY OF P 'PERTYRuA T MA T T/TUCK- T®WN OF SOUTHOL® {, SUFFOLK CUNT Y, _ N Yi 1000 res _ ®2 05 1 Scale r" 40' >> Jan. 3, 1991 pr titin/ July 30,9393 , I l , 44 �1 et , A� L/ / FMD i MON i D�`ry •, c0 � yip ti �+ 30 op � � .�/�$ � - _ - ,- .6` .'-�baa• - .39.1' .- - CSL ° \• N I , FFQ •J'4r <"o ~ yQ / 400�4c� CA �gi \ O i •O c ys /� / O PREP C 1 • A0'r + o LIA_ �@ �C,3' c ! .9 sc2, ,Q 20 6 Q �... �,T /Q� ✓ 3s, 5y pg• ol00000 1 o o • 'o 41 &dp NT XI101, ly No. hof Prepared in sccordahce with the minimum LIC. NO. 4 i p statidsrds for title surveys as®stablished , ~ ,P ' _ by the L.I.A.L.S and approved and adopted PE'COJVI ' p �'S, P.0 for such use by The New York State Land (516) �P Title Association P. 0. BOX 909 MAIN ROAD, SOUT HOLD , nl;.�", 11971, Lv .s7 .yam ..u� .. � �•`, - a+`' �-� ',r ..i• Q I.L O J _J FADE <EY ' a PROJECT LOCATION & SCOPE z LEGAL I ZE AS-8U I LT WOOD DECK ATTACHED TO EX I STI NO S I NO LE SITE PLAN & ZONING DATA " FAMILY RESIDENCE Q o ZMATTITUCK ��=0�� •�0 GENERAL NOTES w 3O0 44 26"E GREEK j ENERGY TABLE J 00 STRUCTURAL DESIGN CHARTS Z 0 CD — r-I TI -- _ PRO rs 1 ZONING DATA -- -- - ---- -- ---- --� rl � 1 o E LINE ALONG EAN HIGH WATER _�_— _ # C=60 � .�0 j HOLDOWN, ANCHOR BOLT, Z I � M,4RIC _— _— 22 � TAX MAP _ l000-Isa-o2-o5 ; STRAPPING •& NAILING DETAILS Q z T'4 t- _ ZONING DISTRICT MII - HD FOR DWELLING LL -j N FASTENING SCHEDULE,, w (D I (y LOT AREA I.6 ACRES - - - - ----- ti Ln 1 CERTIFICATE OF OGGUPANCY 2 ; .C�O FRAMING GRAPHICS O Q � #2767; 08/02/67 I 3 I STORY DWELLING BEAM CONNECTION PATTERNS W 1 ' FIREBLOCKING DETAILS f) I LCAT 04VERAGEAS-BUILT WOOD DECK PLANS w I I % LOTELEVATIONS & DESIGN DETAILS F- I I DESCRIPTION (FOOTPRINT) AREA COVERAGE 1 TOTAL LOT AREA 68,458.q S.F. I� --------------- Q A C I p I _ / I EXISTING BUILDING 1,265.0 S.F. A5-51JILT WOOD DECK 0.0 5.F. 0.030 1EX15TING XXXXX 0.0 S.F. 0.090 1- I 2' HIGH CONCRETE NALL p I I PROP05ED BUILDING ADDITION 0.0 S.F. 0.03o O 1 PROP05ED XXXXX 0.0 S.F. 0.0% IY I � ' TOTAL AREA OF ALL STRUCTURES 1265.0 5.F. I.83o "MAXIMUM LOT COVERAGE ALLOWED - 2530 — 1 TRUSTEES SET�AGK LuI I 2ND AS-8U I LT - _ C) WOOD DECK RE0U1RED 5ETBAC, 5 - MAIN BUILDING ly 21.0' 1-11 I 2ND STY. REQUIRED EXIST. PROPOSED COMPLIES FRONT YAR 35.0 O.O — 0.01 111 1 I 368' I S 1 DE YARD 15.0' 0.0' 0.0' . Z - I - -� I 2 STORY BOTH 5IDE YARDS 30.0' 0.0' 0.0' FSAINMGILLE REAR YARD 5.0 O.O O.O 1 —--------- -- - -- 1 I --A � I to w I N22 °20'10'{E --- - ---- --­7� _ , 4 '"; II ' F, PROJECT: IR 4. FIENI,`l AGARABI PE . .'.;..,_ ,�,.w� Z I_,I AS—BUILT DECK $off ► �;� .� f `� '7�L �`` / ��,''^'IDI ( a•. C)ff; 2655 WICKHAM AVENUE / MATTITUCK, N.Y. 11952 �� I STORY ` DWELLING IS DRAWING NOT FART OF F" ;Q. G TITLE: „ :: -: " .','','lgf .,'A," .n'uro'`.' ,M. r,r MIN q ." . •9+3.;:7.',',,.r 'k:• �' S, yip` y t � i� •.� {T ""'k F v a s`j Sri "' i,'p<, 3' ../ %k , THIS FI INC - 2 �ro _ � .- �1 r f PROJECT CT LOCATION CO PE. VJ 1 r S laTc T S> : SITE PLAN & ZONING AT sf,. ! \ ull?Ea alvu col o' T'F " Q 4J SOU 1 ., v - ;5. +!"E,P m ✓'.$v;:" 'p3, r.' -,, fi �,F?.,yr'y.a,;. .af:- wd..x. ':�` .:� ,a:. .P ,yy ?i. ,a.,y,c,: ,w.7a'„ ':,';� :its'' r, a i yi �.. 1 v Th 0 I V�'1AI Y r.i°k f• I / �. G BOA i' fir' e.'v <a.. @,r M'l, •,4 {, s, �er' :. ;:: ';tip.c z+.�, ''�;�^` .�...' }%ata j, ,�sa ' a� "fink, ..` .rg ',y. ,: PAGE: N'. �F ak '.r I fi' I SCI. N L 0 C T �' 0 rN TRUSTEES °f. J E� '�°� pAS r x' iii... nae v,'•- v. n a; a :bn u ,��.�g� .fir `.�,^.. ,a •,». g .tit e 'n 4) / "1 ��yy ' ,•fin ,�. ..-1{ `>�°`',�*dd' .n:-•.'. Y %i B" � Sk i> `e. 4, P } •�'.� 4 °'4°"• r y '?. O DEC „ G-00im " O7 ro off. r, F. •r k a i ti j #. ri < s , [�. , y • .�`. 3;.- :§;�:,•.,_� : �' ;~.,. a.. .. ., ..* � .,y ,F`.: ,,..H.''.:•'...;T,;i .. p,� a4i”" ,t.,+y F t �. � <�� .ate""", f ., �� '°, .•.,.:' _�,.. DATE: 10/19/20 ':, � .a�,,,,�;;ti.:�Fi, ';r,{`,:�:, y.:: :s• 'z q %a: 'i r* - " / b "C r c•.c� A k?te' pt< '9 dk "<� yf 3' yr�F meq,, ',"gyM ro i,✓ r I .'v r Yr�w✓v. / x r g</� '.¢..*'pm" •'�'',i;'a��"% .@"` iia a .& A ,,w„pry::'•�'.SITE POUT NOTES: s;u` A I. TH15 IS AN ARGHITEG 5 51 AN 8 5 .,: : T TE PL I t � yy 4 - r:5.; �..y >'0.:.'' 'u"5 -�p'�'r ,t SUBJECT TO VERIFICATIONLICENSED ..�. `. Ap .� .,�'` \ / BY A .'� •, „�: ,. 5:: >.�, ''t.,�.^� Is M . } T R S i,� SURVEYO THE INFORMATION , •' nz y., < A"Ey, Nh;V, .. - t.�. , , REPRESENTED ON THIS SITE PLAN li TO THE "' F`°"�, �� A , ARCHITECT 5 BEST OF KNOWLEDGE. '�' ,'�, s7. ✓r-irY� ?4' r'.` .�e'. }jaw,, :°`�', t '4�'A_dd'` ✓ ♦ tr:°Y'i^,'F' •+&:` /J. d "�.r S. tk�,,.f'' `�f'f,. .�'. 4'��'¢� _ - `S'c!"'•'�Y 'rt �', ,£k"'�b "F;' ��t 'fid"? '..Aa" F. -.1. :'',"e'd.' >F,.Lt.qt,' 'S'•'4. .V':'i.,' ' .4 %;1z, It�: °,kat 'T 17, I(' 1:. 2. SURVEY INFORMATION A N TION W S OBTAINED ^iB�, �"' r••-'% 0 ' q� '..ti FROM A SURVEY DATED 30 I AND .g�3; �2) E JULY � 3 A 'r' '� Y oal � PREPARED BY• , D'..'sc ...'.r`, �', 'aM={;^r.' :':' ,z�< ,�• ,a- ;,�°,. >, Certification " x::�."f.- .a^✓ / �yN , l` w dk K - h-- ��,•:,., May Re tl I 4 b r -DK PEGONIG SURVEYORS P.G. dk �3N.Y. STATE LAND SURVEYOR � LIG. 04ci618 " 41 P.O. BOX 9oci ARCH I TEGTURAL SITE FLAN 1230 TRAVELER STREET LOCAT 1 ON MAP 5OUTHOLD, NY I1ci71 SCALE: 1'-0” = 20'-O" (631) 765-5020 - 5CALE: NTS MINO AL STANnAR.125 NOTES 4 Si`DEC:l I GST I ONS CARPENTRY Fb = 875 UNLESS WOOD ERASIONS OF THII5 STANDARD ARE NOT INTENDED TO PREVENT THE USE FOUNDATION,COTRACTORS TO VER FY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT ----- ---_---- - ----- _-" ---- ----- ------ - - - - _ - - --- -- Q IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH 2 b BETTER ( ) THE PROVISIONS C:YOB'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPEGIFIGALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD ;I K KIPS (1000 LBS) TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRA PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5U5-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF ��---- ------ ------------- ---- !---- w SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE - BASE FLOOD ELEVATION MANU. SPEG.'S�i MANUFACTURERS SPECIFICATIONS 8" MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDE5 EQUIVALENT OR --- --- "- "--" "-- W GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501EBLDG. BUILDING 1 MAX. MAXIMUM GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENT5 OF TH15 DOCUMENT -- - _- - ----- -_---------- -- ------- I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501E TO HAVE MIN. BEARING CAPACITY OF (U TON/SQ. FT., U.O.N. BM BEAM _--- - MEGH. MEGHANIGAL APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS APPLICABLE A5 A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF _- - ----- - - _ --- ---- --- "- MIN. MINIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED -- - L---- 0 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 J STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRIGATED WOOD TRUSSES, 6YPSUM, HARDBOARD, AND STRUGTURAL B.O.W. BOTTOM OF WALL - - - _ -- j NYG BG �) NEW YORK CITY BUILDING CODE 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL SE PLACED AGAINST FOUNDATION WALL5 AND AUTHORITIES HAVING JURISDICTION. UNTIL 1� TIER OF FRAMING 15 IN PLACE. - IS - - - - - - -_ -- - - ---- ---- ---- --- RULES SPEGIFIED IN I.I THROUGH 1.8. G.J. CEILING JOIST O.G. ION CENTER C) 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, �' U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, -1. FOOTINGS TO $E POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. DBL. DOUBLE OCG. OCCUPANCY }- OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ��� - -_-____-- - -- - -- - - -- -_- - - Z -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" 5EARIN6 BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION A6ENCY 8. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 5. ANY OMISSIONS OR DI5GREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATE5 IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. - - PBFE �;PRELIMINARY BASE FLOOD ELEVATION -- SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x1O" UNLESS OTHERWISE NOTED. AMERICAN LUMBER 57ANDARD5 COMMITTEE OR EQUIVALENT. THE - DFE DESIGN FLOOD ELEVATION �, WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY P15TINOUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. DIM. DIMENSION --- - -- - - - P. GONG.-- - ;POURED CONCRETE Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD 51LL5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING A&ENGY WHICH COMPLIES WITH THE *01< _ _ - D.J. JOISTS PL. PLATE Q p UNLESS APPROVED BY THE OE5AROT THE STRUCTURAL F.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. D ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I., U.O.N.EXTERIOR, SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET EA. EACH _ PLYWD. PLYWOOD w - - '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTER �- ---- -- - -- _ ----- W BEFORE THE START OF FRAMING ON PAGE 0-003. GENERALLY, SHEATHING IS OF I/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF AN51/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS L REST O MIN. R 6 FINE GRAVEL OR SAND WITH ELEV. ELEVATION P.T. PRESSURE TREATED00 ROOF AND 15 OF GDX GRADE, UNLESS OTHERWI5E NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ___ __ _____ _ J FOR ADDITIONAL NAILING OR DIFFERENT NAILIN6 REQUIREMENTS WHEN --- -- - - -"- -" -- ---- 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JO15T5: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EQUIP. EQUIPMENT - REQ-- REQUIRED z WOOD I-JOISTS SHALL MEET THE PROV1510N5 OF ASTM D5055 �� q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. 5UB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORRO51ON RE515TANT TIES - EXIST. EXISTING Ri RISER -� � C) STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. ��� I O 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILIN6 AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. EXT. EXTERIOR RM. 'ROOM Q Z OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL ___________________ _ _ C__ ..____�� CERTIFICATES, CERT. OF OCG 12. EXTERIOR SHEATHING TO $E COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EVALUATION REPORT. F.A.I. FRESH AIR INTAKE R.R. �I ROOF RAFTER N APPROVED EQUAL MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ----_ _______--_----- -- - -- - -- __- -. - ---------- -_-.-_ -- W CD II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA FAR FLOOR AREA RATIO rSTL STEEL AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. �� ____"_ _- - _ _ _,__ ____ r LO PERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FIN15H GRADE. F.A.V. � FRESH AIR VENT I S.V. - --�I SMART VENT 1 ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF _.__ _____ __ _ L_ _ 0 J O 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FF FINISHED FLOOR TBD I TO BE DETERMINED ' RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 OF 40-F AND FALLING, UNLE55 APPROVED BY ARCHITECT/EN&INEER. NO �_ _____ __ __ __ _ _ ___ !___ __ SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. it FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS W - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE --- --- --V 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. F.J. FLOOR JOISTS I THK. � THICK TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION T.O.N. TOP OF WALL W NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND - - - - 1 �•- BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS ME51ON DRAWINGS, WHERE EVER APPLICABLE. I--- _ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1'7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. FR. FRAME Tr TREAD Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES -_----_ - - -- _- ----`- �� J I8. AT "WET WALL" PARALLEL TO JOISTS FRAM= DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FRPR. FIREPROOF 1 TYP. TYPICAL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK -- FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 037 SPECIFICATION FOR GYPSUM LATH, OR A57M r CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. GYP. BD. GYPSUM BOARD U.O.N. UNLE55 OTHERWISE NOTED 16. THE CONTRACTOR SHOULD FULLY 6U ARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE 5UB-CONTRACTORS FOR A PERIOD' OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED H.D. HOLD DOWN V.I.F. ] VERIFY IN FIELD COMPLETION OF PROJECT. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL A5 IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" --- - -" - ------------ -AS PER PAGE &-003. HDR HEADER w/ IWITH MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3'-0' BELOW &RADE. __ ----- - - ---- - -- -- �L 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. ARGHITEGT/ENGI4dEER, AND THEIR AGENTS AND EMPLOYEES FROM AND _ _ a ACCORDANCE W AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD HNGR _ CANCER [WD. WOOD a " AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2`% COPPER 1.8 STRUCTURAL PANELS: ATTORNEYS FEES AR151NO OUT OF OR IZE5ULTIN& FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK INSUL. INSULATION ZR ZONING RESOLUTION A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR - - ---- _-- �� _- -- 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE INT. INTERIOR INJURY TO OR DESTRUCTION OF TAN61EsLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANOER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, -- ` --- ------ ` ---'- - -- ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITECT/EN6INEER PRIOR TO PROCEEDING. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR - ------------- - CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY !� 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPD ING RIVEWAY AND BUILDING TABLE 8501.7 CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN I.c1E MIGROLAM SITE. STOCKPILE ALL EXCAVATED MATERIALS. PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 18WD . ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR AFERBOARUSED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE GROUND 5NOW LOAD 25 LB5 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF GOMMERGE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE ----- ---- - DEFLECTION ---- ---- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALLOWABLE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-J015T FLOOR SY5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GODS EVALUATION REPORTS. 5. PROTECT TREES WITHIN E GHT FEET OF THE BUILDING. __--_____ -----__-__i'_____-____.____ FRAMING MATERIAL 57ANDARDB SECTION AND SPECIFICATIONS WN ILL OT BE PERMITTED WITHOUT WRITTEN THE GOVERNING BUILDING GODS, EXPOSURE CATEGORY RAFTERS HAYING SLOPES GREATER THEN 3/12 Bs AUTHORIZATION O THE AR ITEGT/ENC3INEER• AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL L/180 CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY W/ NO FINISHED CEILING ATTACHED TO RAFTERS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE ! SEISMIC DESIGN CATEGORY Bs Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. INTERIOR WALL5 b PARTITIONS H/180 NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN51ONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS WEATHERING SEVERE 20. CONTRACTOR TO REMOVE 8 RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. E3ORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ALL OTHER STRUCTURAL MEMBERS L/240 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. -_ - TERMITE MODERATE TO HEAVY 21. ALL SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 24. NOTCHES IN EITHER EDGE OF 5TUD5 SHALL NOT $E LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 :I ICE BARRIER REQUIRED YES 22. PROVIDE FIRE$LOGKING AS PER NEW YORK AGGESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I --- ---------- -- - - -� THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- U, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES 1 L/240 I - 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION _ __--------------- .____ OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. O COPYRIGHT PROTECTION ACT OF 14190 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL -..--,-.------------- -__ _.-_-' 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, -- - - GORES AND REFERENCE STANDARD: NOTES, AND TABLES ON PACE 6-003 6 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME 5 18.2.1 SQUARE AND 1 H I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SPECIFIES THE READ NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING STRUGTURA�L DESIGN L0�4D � NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2620 NEW YORK SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 50REW5: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ - _ _ _ -. --- --- --- 2 STATE ENERGY CONSERVATION CONSTRUCTION CODE. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.'s). A5ME 518.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. USF- HOOD SE - - - LIVE LOAD- DEAD LOADV ' WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES > CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL MESION EXTERIOR BALCONIES 40 psf 15 psf (AFbPA) AMERICAN WOOD COUNCIL (AI^1G). WOOD POSTING TO BE BLOCKED 50LIM TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS - ------------ ______ WALL w/ STEEL SHIMS d A MIN. 5/4 OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. DECKS - - 40 psf 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE IS psf- w 4P SECURE w/ (2) 1/2" ANCHOR SOUS (4" LONG EXPANSION BOLTS EXIST. WALLS 8 12" LONG HOOKED BW OLTS ® NEW FOUND. ALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q PLUMBING CODE. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020, NEW W YORK STATE POSTING ® G.M.U. ALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A57M A653, STRUCTURAL QUALITY, PA55ANGER VEHICLE GARAGES 50 psf A5 PER PLAN 1 p MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS GORE. WIDE 3 COUR5E5 OF 50LIM BRICK MASONRY CENTERED 0 P05TIN6, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL -- HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THEADDITIONAL REQU REMEN OF SET THE OFORTH N VERNINO $THE MANUFACTURERS UILPINO COPE AND ANY ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-1 NATIONAL ELEGTRIG IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ - ------- ----- PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf _ 15 psf CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.,v4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD AGARABI w/6" RI5E 6 w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 5LEEPIN6 ROOMS 30 psf 15 psf I AS-BUILT DECK SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE CONSTRUCTION; 55TD 10-99 AND 2018 E60 HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE i CONSTRUCTION MECHANICAL CONNECTIONS: MANUFACTURER'S CODE EVALUATION REPORTS. STAIRS 40 psf 15 psf 1. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALL5, FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME 5 18.6.1 GUARDRAILS AND HANDRAILS 200 psf 15p sf 2655 WICKHAM AVENUE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. W00D5CREW5 (INCH SERIES). _ 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF 150 SHALL 2• THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BE USED IN ACCORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. BY "SIMPSON" MANUFACTURER. ROOF LOADING (LIVE = GROUND SNOW LOAD) I �.5 sf 12 sf FOR ATTIC MATfITUCK, N.Y. 11952 �, P P '' 15 psf FOR CATH. 3. METAL PLATES, CONNECTORS, SCREW5, BOLTS AND NAILS EXPOSED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN GONFORMANG -- ---------------=- ------ ----- -----------------_ DRAWING TITLE: AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY E WITH LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" ASCE 7-10 (MINIMUM DE515N LOADS FOR BUILDINGS AND OTHER STRUCTURES) GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTEIRRUPT WOOD STRUCTURAL PANEL 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS STRUCTURAL DESIGN CHARTS ENERGYABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. INSTALLATION PROCEDURES SHALL ALWAY5 BE CARRIED OUT A5 PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051NO RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED RAFTERS. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY PAGE: 6. UPLIFT GONNI=GTOR5 SHALL BE PROVIDED AT EACH RAFTER BEARING. ARCHITECT 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM %J 0A Aff w""', 0 16" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED G-m IN low • 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED BEAM HANGER ONLY ALONG WITH SPEGIFIGATIONS LISTED ABOVE. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY DATE: 19/20 2 OF 5 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. D op r,, ,.s #O1�DOV�IN DETAILS T` F I SAL NA LINO/STRAFF I N� R QU I RE1MENTS FOR FASTENING SCHEDULE ,� a f ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT/ SHEAR, LATERAL N I`lD RES I STA V(�- E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PACE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, LV AND ROUGH OPENING FRAMING REQUIREMENTS) J ' "ALL 5TRAPPIN0 TO BE I%4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING 15 A GENERAL SPEGIFIGATION, IT APPLIES UNLE55 NOTED OTHERWISE FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL --(SCHEDULE-AS-PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) HOL,DONN ' HOEDOWN 13' DESCRIPTION FASTENER SPEC. FASTENER O FCONNECTION AND QUANTITY SPACING J NA � NCS �R I D --------- - J . FOFODUNDATIONST \ry ROOF CE I L I NO FRAM I NO I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A I6d -------- O ENDWALL „-„„ COMMON NAIL w/o PREBORED HOLES. a ENDWALL „f,•„.„.„••„„~ ° RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER (3) 2x FULL (3) 2x FULL CORNER STUD -~'”'„” AT RAFTER TO RIDGE �ry 2 2.WOOD I5 ASSUMED TO BE D,F,#2 # BTR. IN DRY USE - - - ---- ----- --- �- HEIGHT STUD HEIGHT STUD CONNECTED TO „„ R•R• 2 iv SERVICE z CORNER STUD GONNEGTION: Q CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST O CONNECTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL --------- - -- -- --- ---- - TRANSFER SHEAR � ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL "SIMPSON” HDQS 8 J • •— •— • CEILING JOI5T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP HOEDOWN ANCHOR ® 2-I od COMMON FOR STRAP - d COMMON • • • • HOLES,SET NEW MEMBER. F- 2-I bd COMMON NAILS ® EA. END OF STRAP. - - --- ------- --- Z NAILS ® 6” O.G. d LOCATIONS NOTED NAILS ® b" O.G. ff f 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) M-16d COMMON EACH LAP a • • • 0" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOCKED _.... CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH G.J./G.TIES • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO CORNER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE Lu USE 4 8 d COMMON NAILS a GRAPHIC BELOW) J "SIMPSON" HDQS ...�....,•,...... iv -- ---- --- J 00HOLDOWN ANCHOR ® EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOC.KI`�G TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED ° d SLOPES OF 5:12 AND GREATER. ORGTIO4- 1. 12.4-PLACEMENT OF NAILS bSPIKES STABLE - _ z � O ON PLANS RIM BOARD TO RAFYt�R (END-NAIL) 2-I6d COMMON EACH END J Tq --- ---------- ---- - -------- --- ___ � O CONNECTION BI B2 - ---- AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO Z �' HOLDOWN INSTALLATION OPTIONS: „ GONNEGTI ON: „ - ' _ --- J N 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT w FOR NEW P. GONG. FOUND.'s "'~ „ ° ° ° FOR STRAP - 8 d COMMON NAILS ® -°'' Lo cr rl HOLDOWN CA5T IN PLACE w/7/8"� THREADED ROD EA. END OF STRAP: • • --"---- --- --- I` Ln TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE O FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s see WHEN IN TOWN OF ISLIP OR NAILING rl J O 7/8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO -� NOS GEOMETRY EXCEEDS THAT PERMITTED IN --- - --- ---- --- ---------- -- CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY —-� E31 • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. Lu ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "51MP50N" AT 1 j. SIMPSON # H2A (OR EQUAL) RAFTER TIE w (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR TOENAILING - 3 8 d COMMON NAILS H FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME ,I TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD V FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN CONNECTION ".. .....^-.- • FOR G.J. TO R.R. - � I PJ d COMMON NAILS i --- ---- ---- ------- ----- ------------- Lu H/7/8'O THREADED ROD "'.....-........._ • ,- —i ---- �- REQUIREMENT5 FOR --•••••..__ BOTTOM PLATE 7 O FLOOR JOI5T, BAND JOIST, 1� V RAISED G.J.'s(WHEN END-1015T, or BLOCKING (PJ AGE-NAIL) 2-I6d COMMON PER FOOT = APPLICABLE) FOR EA. PLATE TO STUD ABOVE $ OR BELOW AT G.J. TO G.J. CONNECTION: Q J HOLDONN 'C' HOLDONN 'D' _ _IC_d COMMON NAILS FOR G.J. TO G.J. - q 160 d COMMON NAILS FLOOR FRAMING a FOR NEW $ EXIST. _s«` FOUNDATIONS /N FOR NEWLY POURED GONNEGTION Cl C2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL 4-8d COMMON PER JOIST } FOUNDATION ® ONE STORY ONLY r (3) 2x FULL ENDWALL • BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD tt --- ------------------- CONNECTED TO , BLOGKIhdG TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END "'` TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL -.•„..„.. • - - -------- -- - • ° BLOGKIhdG TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD • G2 ; `; TO STUD CONNECTION: I 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6' O.G. 8 .-„""�~� � ; ° j._ TOP PLATE (TOE-NAIL)_ ON PLANS IO” O.G. IF BLOCKED G I ! 3 8 CORNER POST j FOR STRAP - d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T NAILS ® EA. END OF STRAP - ----------------- ii JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE $ OR I- 2-166 CC NMCN BELOW - 2 I6 d COMMON NAILS NAILS ® ” O. `- :,•- „ BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T BAND JOIST TO SILL or TO' PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ROOF SHEATH I NO e d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b” EDGE / 12" FIELD a "51MP5ON" 5T 014RJ CONNECTION DI a D2 SOLID LID PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s „..„-- UP TO M” RAKE OVERHANG HOLDOWN CAST IN PLACE v4/ 7/&"0 THREADED ROD „” „ „� GEILINO SHEATHINO FOR EXIST, P. GONG. OR NEWLY CURRED FOUND.'s ��/ {r AT STUD TO FLOOR A55EMBLY TO SILL 7/8"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • PLATE(S) CONNECTION: -D2 ___-_--- GONGRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY 0 I/2" MIN. T ! - _ - __ ___—_. -__-_�-___- - ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER s I GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10" FIELD FROM (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ° ° FOR 5TRAP - 3 8 d COMMON NAILS ® EA. I = SPECIFIED ON D I _'--' w% • END OF STRAP (WRAP STRAP UNDER SILL PL.) } i HALL SHEATHING FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID $ CAST IN FLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - --- _ 7-:7 7:-, `. -- I I I STRUCTURAL PANELS Sd COMMON b" EDGE / 12" FIELD w/7/8"m THREADED ROD _2 _ _ d COMMON NAILS ! ALTERNATE CONFIGURATION - ABOVE STUD TO i ' w/(5) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Z FLOOR CONNECTION w/ # LPT4 SIMPSON (OR P STRAP., 6d NAILS m EA. END NA I L_ I N0/57RAFF I NC--,2 @ N I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA. STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOCR) 2 ALTERNATE USE 0 SIMP50N 142.5A) — ----- - ------- — (� NOTATION: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3.7,P. 184) CONNECTION( E „„ STRUCTURAL PANELS: • B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.235,P. 291) I" or LESS: 8d COMMON 6" EDGE / 12" FIELD W G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230, P. 292; GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 293) �� D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE 5 �^^.RE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. • - D (2018 WFGM, TABLE 3.7,P. 189) ,/'•r � •• - �'••-�� ' �- �•- -. '-- •.'�i � A E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE f ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER 0 G e° ° ° ° SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8,P. IMI) °d ° ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. *• :.• ' °° ° d ° 2 - WHEN WALL 5HEATKNG IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: I ° ° FOR STRAP - 5 8 d COMMON NAILS ® EA. 3 - FOR ROOFNAILS LSHEATH NG PERMITTED A17HIIN 40BE R�EpUcEc> To I-16D NAL PER-FOOT. ' OF THE PERIMETER EDGEIOF THE ROOF, INCLUDING 4' ON EACH FA57ENINO 5GHEDULE B °� --._".•. 41 d o END OF STRAP (WRAP 57RAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE AGARABI d° F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ""-• . ° 9 USED. FOR EA. PLATE TO STUD ABOVE $ OR BELOW - AS-BUILT DEC (IN ACCORDANCE WW ITH OOD FRAME CONSTRUCTION MANUAL 2018 FDITIOW „ _2_ _16_ d COMMON NAILS A NOTATION :FN UGH A B G D E F G 2655 WICKHAM AVENUE G --J ---- 2'-0" 2 I I I I MATTITUCK, N.Y. 11952 4'-0" 4 1 2 2 2 2 5FL I C I NO O 70f= FLA7OABLE ENDNALL * - PROVIDE (2) 2"xlo" HDR 6 (MIN.) U.O.N. 6'-0" 5 1 3 3 3 3 �RACINO/STRAfi�PING DRAWING TITLE: (B) -• REQUIRE5 SILL PLATES OF :2"x& (MIN.) _ FOR RAKES I2"OR TOP PLATE - - -- -- -------- -=I -- — __ BLOCKING 2 LEss PROVIDE LDOWN, ANCHOR BOLT, 7 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® <TO LOCKING m O o.G. LENGTH FOR WIND - EXPOSURES B$C - FOR WIND - EXPOSURES B$G - 4'-0" O.C. GHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE 1'2;5,4 BUILDING MINIMUM 5PLIOV'2`4 - -- DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: -- —- -- - - --- -- Sd NAILS EA. END 12'-0" 2'-0"/2'-6" 12'-0" 3'-O" OF EA. STRAP 4'-O" ATTIC ANCHOR 5OL7 �DFE� OA71ON5 ----- - - ---- h G-003100" 20'-0" 4'-0"/5'-0" SPECIFICATION (2018 WFGM TABLES 3.2A $ 3.2B, P. 15-7-1600) 24'-0" - - - -- BLOCKING 2 BAYS gq= _ 4'-0"/5'-0" , 24'-O" b'-O" BACK ® 4'-0" 0.0. CORNER CONDITION FOR ALL STRUCTURES: 1- --- - - 5/8"O ANCHOR BOLTS 0 501" O.G. 28'-0" 5'-O"/6'-3" �' 28'-D" 7'-O° ATE: 3 OF 5 •° 32'-0" 6-0"/7'-6" -- 32'-0" 8'-0" iv SECOND FLOOR tu NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE — • CONNECTION USING 2-I6d NAILS PER FOOT. FOR SHORTER SPLICE � LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER To 40'-0" V-0"/10'-O" 40'-O" II'-O" I. MIN. '1° EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS PROVIDE AN EQUIVALENT NUMBER OF NAILS END 5 EMBEDMENT FOR C.M.U. (BLOGK) FOUND.SETUP;D END NUT $ FILL -- -_ - -- --- -- BACK® 4'-0" O.C. CONDITIONN EXPOSURE BSPLIGE LENGTHS ASSUME A BUILDING LOCATED 50-O° 101-011/12,-6 501-01, 13-O" TYP. STRAP w/(5) I%� et �• Cb' N TOP TWO COURSES SOLID � -01, Sd NAILS EA. END � ♦.- �r� a�; ��, `;�/„��"„„x A, 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 1.21-011/151-01, (001-011I6OF EA. STRAP HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 1_ `0 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/5; �'' ° ,+ ” " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ' I' " FIRST FLOOR OR REPLACED BY HOLD DOWN5 FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14'-0" 70-01, I9-O PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR D �� 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 $ 12 80-O I6-O 80-O 22-O FROM ENDS AND CORNERS (TWO ® CORNERS) W HALL- 1.125 - -- --- - - _ ., -`t, •; (SEE DIAGRAM TO LEFT) loI'WALL'WALL- 1.25 1.375 BLOCKING 2 BAYS I - THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOGATION5 12WALL- 1.5 FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UF C IRDERS, 3 OR MORE SUFFORTS 0- (THAT EXCEED FRAMING STANDARDS, IT IS REO D FOR FRAMER TO HAVE A RE5LOC �< I I`O FOR FLATFORM WOOD FRAM I Vim/ WORKINC3 KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 W s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W CONNECTION ION -� DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARI NO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE _ / \\ I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES \ AS FIRE-STOPPING. Q NON-LOAD B�_ARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.G. MAX.32" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER \\\\ THE SPAN LENGTH FROM AN INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS NOR MORE � �� \\� 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST � STUDS STUD B (3)Rotas Iod NAILS a 12"O.G. \; SERVES AS FIRESLOPPING. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR G (2)ROWS 142" 0 BOLTS m 12"O.G.5TA&SERED; JOINTED ON THE SAME 5IDE OF THE SUPPORT. \\ 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE -� DBL.® ENDS TNO-5UILT P O \ PLATE SERVE AS FIRE5TOPPING. -J '- SOLE PLATE BUILT UP GIRDER P MAX.32" NAILING: \\\\' D (2)ROWS 1/2" m BOLTS m Ib"O.G. >\` SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE ��� \ 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � E (2)Rows 1/2" m BOLTS m 24"O.C. 5IDE WITH IOd NAILS, TWO NEAR EACH END OF �� \ JOIST SERVES AS FIRESTOPPING. 0 BETWEEN 1/6 EACH PIECE,OTHERS STAGGERED WITH A DISTANCE � �� !` a I\\ 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING F (2)ROWS 3-3/6"TRU55LOGK 5CREw5 a 12°O.G. E 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL I; { .:j',� OR OF NONCOM-BUSTIBLE FILL. - SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH �I111 r 'i Z -I r,ii-{IF- y' '�', I,I e SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - _ I- IIS�r�-<-_._'� f��.� .a,I .III 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O (2)ROWS 3-3/8"TRU55LOGK SCREWS m Ib"O.G. P I SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" _ r IP` j ' I ,I, AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2)ROWS 3-3/6"TRussLocK 50REW5 a 24"O.C. -- — ( JOISTS SERVE AS FIRESTOPPING. F- H P - T - \' BETWEEN NAILS IN A HORIZONTAL LINE. JOIST SCREWED ON(I)SIDE OF MEMBER _ \ — --�--. i I Z MAXIMUM OFFSET (2)Rows 5"TRU55LOOK SCREWS 6 12"O.C. THREE-PIECE \`__ --- ___ -__ II .I ! 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q J BUILT UP 61RDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER _ _: ._I I_ :'� ! 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. �\ SERVE AS FIRE5TOPPIN0. (2)ROWS 5"TRU55LOGK SCREWS o I6"O.G. 4 7 \� Lu UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND W THE � ; PARTITIONS ® 32" O.G. BLOCKING OTHERS STAGGERED W A DISTANCE OF NOT MORE - \_ 3 8. THE HEADER SERVES AS FIRE-STOPPING. 00 STUD (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN I/6 „ _--- � �, :, � I "'j SCREWED ON BOTH SIDE OF MEMBER 3 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. ;- 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL > O DOUBLE PLATE L �� - �` i�' I GE I L I NO BRAG I NO FOUR-PIECE SIDER5 ARE TO BE A55EMLED AS f _ I BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z 0 CU - i' I STRINGER TO SERVE AS FIRESTOPPING. r GANTILE�I_RED FLOOR NOTE: b HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN AND VAILED w/ 20d NAILS AS SPECIFIED �-' 'J �-I GABLE ENDWALL P FOR THE THREE-PIECE GIRDER. \ \ � -_-_j J I` yI 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR O PLAN SHALL USE CONNECTION PATTERN 'A'WHEN e, OR SMALLER E CONNECTION PATTERN 'B'WHEN 10' OR LARGER Z � 4 \ FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 I \ APPROXIMATELY I-INGH DEPTH OF NONCOMBUSTIBLE MATERIAL fr Q Z OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER I ;\ j" HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J cV GIRDERS AR= TO BE SECURELY ANCHORED TO \ I LL. SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END P MASONRY PIERS, NAILED TO WOOD P0575 OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W C4 LATERAL BRACE o 6'O.C. T�55 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING Ln Tq BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 1" LO JOIST (2) IOd NAILS TRUSS OR / LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED C) Q AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL r'I J O PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS S OF THE INTERIOR FINISH. PLASTER CEILING ON 10) d -LOCATIONS REQUIRUG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE uj NAILS L ` OA7EFOR LOADED > AS FIRESTOPPING. uj FIRE- _ WOOD FIRESTOPPIN6 FIRE5TOPPINB P STOPING FIRE STOPPING FIRE- FIF:E- FA5TENING RECOMMENDATIONS FOR 5IDE-LOADED, STOPPING 5TOPPIN6 Som W k MULTIPLE-PIECE MEMBERS - — JOIST • Sd COOLER NAILS o 10" O.G. --- �� ~ - V NAILED' BOLTED' cul J BLOCKINGV y` -.. VERTICAL -.;� �- 2"x4" BLOCK NAILED TO EA.BRAGS 2 ROWS Ibd 8 ROWS Ibd 2 2 ROW514" 2 ROWS" w/(4) IOd NAILS COMMON COMMON , BOLTS BOLTS FIRESTOPPIN6 WHEN e e �L1501191)2�" c.5TAEiEftED •,'�.' J GOVERIN615 APPLIED 'I O 12"O.G. •12' O.G. • 12"O.G. O b"O.G. STUD 20 ga. STRAP TO UNDERSIDE of GYPSUM BOARD TWO ROw5 12"O.G. THREE ROWS 12' O.G. JOISTS (l0) 8d NAILS LOCATION I LOCATION 2 LOCATION 3 _. DOUBLE PLATE BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° LOCATION 4 5d COOLER NAILS® 10" O.G. NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 8 8 ° ° ° ° ° ° ° 5 NONCOMBUSTIBLE ALTERNATE . JOI5T SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° FIRE5TOPP1N6 LOCATION , OVER STUDS, UNLESS TOP PLATE IS 4" m EDGE/12"® FIELD FULLY BLOCKED WSOLE of GIRDER I.TOP AND BOTTOM ROS SHOULD BE 2"FROM EVOE5 WOOD FIRESTOPPIN6 x DESIGNED TO CARRY THE LOAD SCREWS#6 - ly4 TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION b _ 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROHO.C. 5 24"OSTAO&ERED TWO ROHS 6"O.G. ' HIICRKNESS OF THE MEMBER.USE WA5HER5 UNDEM THE TOP AND BOTTOM OF THE MI�R. R RHEAD AND NUT.EXTEND TMs' 'THE FULL O 0° O OO O OO CJ O INTERIOR STUD DETAIL OVERLAID ROOF 3.5TA66ER EACH ROW OF FASTENERS BY 12". O O CJ CJ O @ O 0° ONOT 2"SPACE ; TO BE FILLED 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. � NONCOMBUSTIBLE FIRESTOPPIN6 ATTACHMENT @ \/ALLEY I FIRE5TOPPIN6 ,t '� ® APPROX.I INCH THICK y E 5.FOUR PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO , BOTI-!SIDE OF THE MEMBER. I 5 FOR NA IN6 CONNECTIONS MAY BE DOUBLED FOR b" .G TRI C b.VALUE IL GO G O .OR PLED I FOR 4"O.G.NAIL 5PAGIN6. LOCATION 7 57P.NAIIN6 FOR TOP LOADED MULTIPLE PIEGE BEAMS: STRAPPING w/ 1.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LE55 4 Sd NAILS LOCATION g FIRESTOPPIN6 LOCATION 9 If \\ m EA.END® R.R. 5.5 ROWS OF 16d COMMON NAILS(12'0.0)FOR DEPTHS OF 14",Ib" R IS". LOCATION 10 FULL WIDTH 2" BLOCKING z O - F- N CONSTRUr_..,TI l DETAIL=S WIND LOAD FATH C.,0NNEC./T ON DETAILS TOP PLATE DRILL 2'l INTO ROOF INTERSECTION DETAIL DECK EXIS .00TRNEN INSTL. NOT TO SCALE i NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4_ Iod ONTINUOU5 LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED To R.R.'s ALIGN NEw E EX. R.R.A5 SHOWN KING STUDS- - - PLAN VIEW NOTE: 51MILAR® 'SHED' WOOD JOTS - WOOD JO I5 ROOF,R.R. IN LINE CRIPPLE STUD_-__ BLOCKING JOIST HANOE HEADER OENERAL REQUIREMENTS FOR OENERAL REOU I REMENTS FOR - - z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OIRDER/HEADER WOOD OI RDER JACK STUDS 0 WOOD JOIST > MAIN MEMBER W w T Q 130. J Q — JOIST FRAM I NO OVER WOOD G I RDER JOIST FRAM I NO FLUSH W 1 TH O I RDER/HEADER TYP I GAL HEADER CONNECTION � I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMS DIAM.X5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, AGARABI I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (3) NAIL DIAWS AT A c10° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RAFTER AS-BUILT DECK 51X TIMES THE DIAM. OF THE NAIL --- 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD O WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE —<19BOTTOM PLATE 2655 WICKHAM AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR - DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, N.Y. 11952 GH I M. CHASE SECURI NO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION I STUDS TO ATTIC FLOOR b BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) tu TOP PLATE ® o-1 w Q WIND RESISTANT CONSTRUCCI `41 `L��TOR� T ON O PAGE: CHIM. CHASE WALL z Q v ---- --- d) CONNECTION LOCATION: PART NUMBER: NOTES: G-0 0 4 Q R I DOE-TO-RAFTERS G520 @ 21" APPLY TO EACH PAIR OF RAFTERS w 3 -- - __ Z= z RAFTER-TO-WALL H�1 APPLY TO EACH RAFTER - DATE: 10/19/20 4 OF 5 >;.00F o o RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER j ,n z — ------ - -- - - - REQ'D BLOCKING Q EO �' PLATE-TO-WALL STUD C520 @ I TO ALIGN H/ STRAPPING Q F w 0- 8 APPLY TO EACH WALL STUD ® EA LEVEL VE THE FIRSOFL. ® z 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 6520 @ 56" APPLY TO EACH WALL STUD tu is FLOOR/CLG. ® O HEADER-TO-JACK STUD C520 @ I2" APPLY TO EACH JACK STUD � a' ", A/"�C' CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTBI6 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-5 WRAP UNDER DOUBLE SILL PLATE ILL PLATEG520 ., SIDE VIEW FLAN VIEW (USE WITH 3" SQUARE WASHERS) 3ci?: . USE THE FOLLOWING OR APPROVED 51MPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT uj 0 WOOD FRAME (L.G. 5TL. J EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL a 5TL. WHEN APPLICABLE) O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL G WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALL5 J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 ± O WOOD FRAME (L.G. 5TL. a S WHEN APPLICABLE) Z O 2 Z ' Q � 0 W J J OQ Z M (fl Z }: 4 Q 2 Zvi �• W CO N = Ln O W EXISTING REAR WALL EXISTING REAR WALL r OF HOUSE OF HOUSE 3 LEDGER SD. Lu IC"� P. GONG. 5/4"X6" P.T. SONOTUB. UPON � pz V.I.F. EXIST. BEAM 15 SPLICED DECK BOARDS fn ABOVE EXIST. POST; U 12"x12"x5" DEEP. P. —p gip* V J PROVIDE SPLICE AT THIS GONG. FTG. UP UP (2) RISERS ® 1.75 d Q ®� LOCATION AS REO'D �p EXISTING REAR WALL EXISTING REAR WALL Q _ _ Fe _ _ OF HOUSE OP HOUSE (2) P.T. 2"x8" J L Y$� BM. Oil PROV. METAL GALV. JOIST HANGER$Y Q 4" 'TIMBERLOK' LAG SIMPSON' (OR EQUAL) SCREWS STAGGERED ® EA. EXIST. JOIST _ a - ® I6" O.G. ® $0TH - HEADERS -' d� O j" 'TIMBERLOK' LAG r x 5GREW5 STAGGERED= 5/4"X6" P.T. v j, — ® 16" O.G. ® EXIST. DECK BOARDS D: j V.I.F. EXIST. BEAM 15 SPLICED HEADERS 10"4) P. GONG. ABOVE EXIST. POST; 50NOTUBE UPON PROVIDE SPLICE AT THIS 12 x12"x8 DEEP. P. LOCATION AS REO'D 4"x4" P.T. WOOD GONG. FTG. P05T 36" HIGH HANDRAIL W/ SPINDLE SPACED < 4"0 _ _ 7* 12) P.T. 2"x8" L\ � L J(2) P.T. 2"x8" SPHERE;GRIPPABLE RAIL AS PER CODE BM. BM. 21'-0" L O ROUND LEVEL PLAN SECOND LEVEL PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z ; w O U w -� QEI-. � ILZW O z �� Qi � o < PROJECT: m �U K1 0 M - M— o -1 O MIN. 4" BETEEN EDGES OF — in 0 M} Q AGA \ABI 1-1/2SQUARE BALUSTER 0- MIN. 4 BETWEEN E7GE5 OF //�� ��`` (STYLE TO SELECT) � W m I-I/2" SQUARE BALUSTER /�J-BUILT DECK ` (STYLE TO SELECT) SIMPSON H2.5A RAFTER TIE (OR EQUAL) SIMPSON H23A RAFTER 5/4"x6" P.T. DECK TIE (OR E°UAL) 2655 WICKHAM AVENUE B°ARDS 5/4"xb" P.T. DECK MATTITUCK, N.Y. 11952 I II I \ I BOARDS - - DRT4 AWING TITLE: BOLTS ® EA. DIPF D OVERSIZED I ' (2) 1/2"m HOT DIPPED GALV. AS-BUILT WOOD DECK PLANS P.T. D.J. AS _ Z = WASHERS 8 END NUT PREBORED BOLTS ® EA. POST w/ OVER51ZF-D PER PLAN INTO BOARD A SEMBELYBEAM, POST, DECK TIE a P.T. D.J. AS = z = WASHERS a END NUT PREBORED ELEVATIONS & DESIGN DETAILS PER PLAN N INTO BEAM, POST, DECK TIE 4 _ z _ P.T. BEAM AS NOTED _ RIM BOARD ASSEMBELY SOLID BLOCK ® 12' O.G. i ' P.T. BEAM AS NOTED O = I Elm I m (2) SIMP50N DJT14Z (1) 1/2"0 H.D. GALV. THRU N SOLID BLOCK ® 12" O.G. DECK, JOIST TIE ® BOLT w/ OVERSIZED WASHER i I/2 � H.D. GALV. THRU (2) SIMPSON DJTI4Z () I I � � EA. POST a END NUT PREBORED INTO PAGE: POST d DEGK JOIST TIE DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER EA. POST END NUT PREBORED INTO I "SIMPSON" ABA44 P05T 8 DEGK JOIST TIE STRU 4X4 P.T.TURAL ® COLUMN BASE "SIMPSON" ABA44 A-10 POSTS W/CFINISH a COLUMN BASE I I I ENCASEMENTS ! � 4"x4" P.T. POST 11 " II GRADE ry 4x4 P.T. POST cV 10"4) '50NOTUBE' FILLED jj II GRADE EM M O c0 SOLID w/ P. GONG.M FL olJII (MIN. 4,000 F51) p 10"� 'SONOTUBE' FILLED all DATE: 10/19/20 5 OF 5 SOLID w/P. GONG. A 1111 III•II -- (MIN. 4,000 P51) o II II II II II _ (2) #4 HOR. REBARHi I O I ' TA S a l� BENT REBAR10"(� P. GONG. PAD ; cl E UPON 2xxP. CONC. FTG. (MIN. 4,000 10"0 P. GONG. P51) II2"x12"x8" DEEP. SONOTUBE 5'-0" ,X P. GONG. FTG. BELOW GRADE EXTER I Oil ViOOD DEGX DETAIL rfEXTERIOR V400D DEG< DETAIL SCALE: 5/4 — I —O SCALE: 5/4 — 1'-0" A-ioi.00 _ A REAR � SIDE ELEVATION „ I.00J I� SCALE: 1/4" = 1'-0" '7�lCr�'t'', f