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HomeMy WebLinkAbout31294-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32836 Date: 01/17/08 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1945 WESTPHALIA RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 141 Block 1 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 30, 2005 pursuant to which Building Permit No. 31294-Z dated JULY 20, 2005 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 ADDITION & INTERIOR ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING APPLIED The certificate is issued to JOHN & GIA HEEG (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PLUl48ERS CERTIFICATION DATED Rev. 1/81 07-7978 12/05/07 12/15/07 PHOENIX PLUMBING & HEAT. Aukhorized Signature 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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, Corrunercial $15.00 New Construction: Location of Property: House No. Owner or Owners of Property: Old or Pre-existing Building: G,bs A04#114 - Street Date. I I L d % Suffolk County Tax Map No 1000, Section M Block Subdivision (check one nath Lk Lot Filed Map. Lot: Permit No. 3 l Z 9 Date of Permit.,- ----,Applicant: Health Dept. Approval: l4- Underwriters Approval: I S a% Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ZS' � C, Gss Co-t3Q Final Certificate: j N (check one) Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31294 Z Permission is hereby granted to: Date JULY 20, 2005 GIA FISCHETTI 1945 WESTPHALIA ROAD MATTITUCK,NY 11952 for : SECOND STORY ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY AS APPLIED FOR at premises located at 1945 WESTPHALIA RD MATTITUCK County Tax Map No. 473889 Section 141 Block 0001 Lot No. 003 pursuant to application dated JUNE 30, 2005 and approved by the Building Inspector to expire on JANUARY 20, 2007. Fee $ 365.10 � 8 °j ORIGINAL Rev. 5/8/02 Authori7zed Signature Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 L&N, BUILDING DEPARTMENT TOWN OF SOUTHOL,p IFICATION Date: /Z- /r - O 7 Building Permit No. Owner: ei-tct irssc�e4 i (Please print) Plumber: flkodniy RdM4�j arx! Akg4ii� inc. (Please print) ` lead. Fax (631) 765-9500 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1.% (Plumbers Signature) Sworn to before me this I of � . � _C�' a �.� 1 • Notary Public, Sta.�fok k County 3 ►'�L-I'+ -Z, TOWNOF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOD. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: � . •/i' /•iswas - I —/� — o 8 DATE INSPECTOR PROFESSIONAL ENGINEER r 1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971 L, TEL: 631.765.2954 • FAX: 631.614.3516 • e-mail: joseph@fischetti.com j J Date: November 14, 2007 Reference: BP # 31294 Heeg/ Fischetti Mike Verity, Building Inspector Building Department Town of Southold Southold, NY 11971 Dear Mr. Verity, I have completed the required inspections for 1945 Westphalia Road, Mattituck for the above referenced Building Permit. The following were inspected: 1. Footing and foundation wall were inspected and constructed in accordance with plans with required damp -proofing installed. Soil supporting the footing was adequate to support the loads 2. Tie down and strapping were inspected and found in compliance 3. Structural rough framing was completed in accordance with plans as shown on the As Constructed plans dated 10/28/ 4. Insulation installed in compliance with energy compliance certificate and New York State codes 5. Rough plumbing inspected and installed in accordance with New York State Codes. Attached id the Plumbers Certificate. 6. 1 certify that the final inspection of the home is in compliance with New York State Building codes. NOTE: Changes from original plans shown on as constructed plans are: 1. Roof framing change to gable on rear addition 2. Shower bath added in basement 3. Side entry removed and existing front entry to remain To the best of my home are consistent with State Building Codes. Hw41vlu,Ic flfaronm. f �UARfI C,�R t i F ih 7 i riUC ! RA N iN1' R npleted construction for the and comply with New York PROFESSIONAL ENGINEER 1725 HOBART ROAD/ PO Box 616 SOUTHOLD, NEW YORK 11971 TEL: 631.765.2954 • FAX: 631.614.3516 • e-mail: joseph@fischetti.com Date: August 2, 2007 Reference: Building Permit #31294 Southold Building Dept _ 1945 Westphalia Road PO Box 1179 Southold, NY 1 �9V 71 ATT: Pat Dear Pat, We will not be constructing the side portico as shown on the plans and will be constructing steps to enter the home. As such we will not require going before the Zoning Board of review. You may note the above accordingly on the submitted plans for the Permit revisions_ (5"� ""m PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-765-2954 • FAX 631614-3516 • e-mail: joseph@fischetfi.00m Date: June 29, 2005 Reference: 1945 Westphalia Road Building Department Town of Southold Main Road Southold, NY 11971 Dear Sir, I have inspected the existing sanitary system for the home at 1945 Westphalia Road in Mattituck. The sanitary system consists of a precast concrete septic tank of 1000 gallons and leaching pools with a sidewall area of more than 300 square feet. I certify that this existing system is functioning properly and complies with the Suffolk County Health Department standards for a home with 4 bedrooms. FIELD INSPECTION REPORT I FOUNDATION (IST) DATE COMMENTS -------------------------------------- ----------------------------------FOUNDATION(2ND) FOUNDATION (2N -- - - z ROUGH FRAMING & PLUMBING 0 y INSULATION PER N. Y. STATE ENERGY CODE y -" FINAL ADDITIONAL COMMENTS r �y d I L TOWN OFWUTHOLD BUILfDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 7651802 Examined � rf 20,�� Approved I 20,_,,,C_ Disapproved aic �-' 302OW J, BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying ? PERMIT NO.3 /CLF& Board of Health 3 am of Building Plans Septic Form Contact: Phone: Building Inspector .� APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20_ a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. PIM 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 application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what -so -ever until a Certificate of Occupancy is issued by the Building Inspector. 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 dcscribed. 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 M 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 % - -Irl 1 /-0v'/e/i (as on the tax roll or if applicant is a corporation, signature of drily authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. G Electricians License No. Other Trade's License N . on )e Rouse Number Street County Tax Map No. 1000 Section_J±J_I Subdivision (Name) No. Lot p3 2. Stateexistingbse and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ()walling b. Intended use andoccupency Dwelling 3. Nature of work (check which applicable): New Building Addition_Alteration Repair Removal Demolition Other Work 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 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1 1 7. Dimensions of existing structures, if any: Front 24 Rear ZT Depth 3 Height Number of Stories of same structure with alterations or additions: Front Z 4 Rear of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of StoriesL W 9.. Size of lot: Front �Z• S Rear 83 Depth -2 IL5^ 10. Date of Purchase ! 9 q,CName of Former Owner "Ir -0 q 11. Zone or use district in which premises are situated P. i♦, 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be no Will excess fill be removed from premises: M NO C 14. Names of Owner of remise 9' %�• �% Address 1i � Phone No. 4 Al -I Name of A ct _ AddressjftMWAX _ Phone No Name of Contractor / Address Phone No. 15. Is this property within 100 feet of a tidal wetland? 'YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If clevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 1 being duly sworn, deposes and says that (s)he is the applicant S)He is the I-YXIA i (Contractor, Agent, Corporate Officer, < �f said owner or owners, and is duly authorized to perform or Irav rfc :hat all statements contained in this application are true to the b of his xaformed in the manner set forth in the application filed thaew h. > to before me this day of 20t7i N tPsft3MaNwtar tie. oio 05M. seaoat cwra4l TamE*mJ*7,20"4.. the Nd work and to make and file this application; ledgeW belief; and that the work will be SFS T p �4 ?4'R9S� S e IV/ e30 0,----4<� <sr CERT D TO .z ��E afi SURVEY OF PROPERTY AT MATTITUCK' x TO WN OF SOUMOLD SUFFOLK COUNTY N.Y. A 1000 - 141- 01- 03 Scale: 1"- 30' MY 24, 1997 OF NEw y0 i«e L T o N.Y.S. LIC. 1w. 4, a,% S, P.C. �f 0 fD TRAVELER SFR6ET '. UTHOLD, N.Y. 11971 1G �8 2C islD': PROFESSIONAL ENGINEER HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971 1.765.2954 • FAX: 631.614.3516 • e-mail: joseph@fischetti.com Southold Building Dept Mike Verity, Building Inspector PO Box 1179 Southold, NY 11971 Dear Mr. Verity. Date: August 2, 2007 Reference: Building Permit #31294 1945 Westphalia Road My daughter Gia Fischetti-Heeg has decided to make some changes to the plans for the above referenced Building Permit. She will not build the second floor shown on the submitted plans at this time but will only build the rear addition and complete interior renovations to the existing first floor and basement. I am attaching 4 sets of plans for this work as a revision to the existing building permit. If you have any questions regarding this matter, please do not hesitate to call. r\ un pandi r�.imnax �' -c i .';'10C ,RA1—NGINF- R REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lb Data filename: C:\Program Files\Check\REScheck\Gia Fischetti.rck TITLE: 2 nd Floor Addition COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 07/14/05 DATE OF PLANS: 6/17/05 PROJECT INFORMATION: Gia Fischetti 1945 Westphalia Road Mattituck, NY COMPANY INFORMATION: Eileen Santora Plans COMPLIANCE: Passes Maximum UA = 372 Your Home UA = 343 7.8% Better Than Code (UA) Permit Number Checked By/Date COMPLIANCE STATEMENT: specifications, and other calcula New York State Energy rise signed this page, they aze estii specifications are in compli e Builder/Designer_ nted in this document is consistent with the building plans, application. The proposed systems have been designed to meet the " ements. When a Registered Design Professional has stamped and wledge, belief, and professional judgment, such plans or Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1056 30.0 0.0 37 Wall 1: Wood Frame, 16" o.c. 1140 19.0 0.0 66 Door 1: Glass 40 0.450 18 Wall 2: Wood Frame, 16" o.c. 1140 14.0 0.0 72 Window 1: Wood Frame:Double Pane 232 0.450 104 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 984 19.0 0.0 46 COMPLIANCE STATEMENT: specifications, and other calcula New York State Energy rise signed this page, they aze estii specifications are in compli e Builder/Designer_ nted in this document is consistent with the building plans, application. The proposed systems have been designed to meet the " ements. When a Registered Design Professional has stamped and wledge, belief, and professional judgment, such plans or Applicant! 11 Owners Natile:'. Q4,& Date. 'Reviewed: Archit(-cV Uat S bm'ue-d: SCTM #: Dis(ric(: Section: Block: Peojccl Location: Subdivision Name: Single 8-, separate Required ce(IMA'Cation: (Yo I No) RN. Rat ' IS 13 '(Rear Lgt� (From �'Vd promirA: (Side Yard Proposed:— � Yord' Project Description: Fermi F. REQUIRED FOS REVIEW N.A. NO YES !~lumber Suff-olk County Health• Dept. N6w York State . D, E-.- C. Town tmftes Town Zoning Board approval-, Town Planning Board approval: Floodflaue Elevation 77? Flood Zone: I I I I plr✓W I �r �r r-�rp�L.ia n olr-� ncc�Tlou I hGaL 6LDG. DEPT I T WN F SnUTHOLD r i GIA t JOHI-t WE5Ti>HALIA AVE h1AT ;t(JGk N.Y SCALE114 sl to,, APPROVED BYT DR DATE; I] �' / I PEVISEO DRAWING NUMBER I OF 1 ✓ _v" 11. 1 �I A Q m y�"�N Ohl l 2xSiI�! y�y - I- i 7,411 3 ' Uew" I I k �� t4 24'..o•G. I "� Fier, 1N C al I �I �x I�' I ! pl,_ �o _12 I Qq. P gi yl 3 k FXI5F,u 2xe lg \h V`I Q. 4 �� t4 24'..o•G. I "� Fier, 1N C al I �I �x I�' I ! pl,_ �o _12 I Qq. 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Stn 25.45rj,`T�g �,Co3 �22 < 244 D'HZ"9 5.C,5 Zt'15(p 25,45 f),5u 5.01; 12,E <�>244DH104G 15,?(A 9d $"%p 1'22.93 OD Z44DPZ05(o 2,5(p 2o,5tp fr?A5 4,02 2,V(r 6117? A353� r,5 37I/e 1 1 1, P5 !� 84gt]I4?q4q 4 0,:+ 24.50 23,C15 4:77) 41oq to#Zj WOO I� FWN 51(pI1 Icpn2 -5013%140 79Ye 11,45 Ito, ?2 30,04 NOrt _ Wiwoolw-s ro M ANDr--OS M 200 GIA � J Oi-t A( SCALE, DATE: DRAWN IV !Q Z8 REVISED SCALE Y4'4- 111 0 O"WIND N us" 40F5 , QArrep A LADDE¢'OF toDKoM TU$ G4MEDIMW4l0lJ AC dAmmoL Y 1 f6 IU. OR 24 W. 0.&,PRbVipe4 STIREQ&TU AUp MODU6 =t1DX •IUi?AKE a• Jrm n 0VbRMA"lUG RA(<E 4-poloItil� g-21 2� 2x'In XI1"�fx'�' IFa�I jlotJEP CO vn>✓ • (?- 10 I USUJ,P� IOC 0. q1 I X11 r c ;FTj -G�u's �r;_Ck+ 4% _ poop Zxlb RIDGE RIDGE VEN7- Z sav RSC -F �QFi fz5 1 O"O. c 2x4 ;.oLLa�zT�pS a' 49"li.G, 15 LP L r GF Js LJA EQ E4- 1EL+7 r0 BE 2'4° r:z tl EDGE CSF IZOOP I,JIT-14 FIET-dL 09IP EDGE /�-FI LIE7 C\/E? Er-LTALCQ64 {2aki, E Fulu�iluU -;Do LF? Ap�-1 TypFGOOF �1 ATG r'. ELISTI a(�� zlo" VFWT-ED C)\/ I-; 44U C4 W� EXP `-CEO Cr-9LiNcA 2x'8 GEILIN4L4 J019`S 1&) 1Co" O, C, 1 1z -5O IKlsL) !,T-IoQ IIJ211 GYpsow >3G/aiar� WALL 2k u" hI-uD& I C l-> 7C PLY 1,400 ^ 544+ T44 i NGi Nouse, wR,ap 12-14 I Li5UL1`•f los.-t �-� R'I t%/!" GYPSUI i 50ALP FLOCZ SILL 5¢iAL- Tlazr'IIrF_ 6HIeLtP >tto"PT- yILL 2xg FLoo� ol�r^•� `x11D P•L.CTG�CII.1G� R- 30 ItQ-luL4rI0I.1 --;114" PLYWOOP �vps Gc�2 l�iL� r 0 rv� u pA P tJy-] I��" AilcHot (�'G'ltS Z'C"O.v. Mlil, �b" PGL'IZ�.D GGt-JlifzC�.T� DL t�,LCK i.�LL`D 1 I14 "x 0" i� JEEP_ �J cG Ti u 61 ulr't <EYvlA� RI [)OF 'JET.J F 121CriEPhp Z e lzirx e 12" HIP / \ N N3 51Y>xD+J✓ �3. DI>1Ir 2 -IA I I HSuu+flA 914° RYWX0 KIAALMD&aLUr-O j7. 30 IusutAnou2.1%"51 � nJz"LVL cec,a 4 5 6C4,LE iW- 10II 19(" I Ct SCALE - APPROVED 6Y DRAWN BY DATE pEVI6E0 Jh )D Ing j GENERAL_ N0TE5 3} Dimrrtw WWI take Pnlcndard rwrarated drawYlpu. (DO NCI SCALE DRAwINGSJ 'A The *%%w new not war• w9pBusf for c wt upon supwdtebn and aeewrNl no mepon"ry!'4omWu•M>,:godhr" with Duops&,m.,pr nir '.Ab ",i`+' comarla,aeen,md^ledlnfJuw,xgM4petaPKcedrw,rfawteN pwceuewrendmr,d iht6oll Inbe with SA ;Mat TiannnowamnWfora wotlllollw espmcvl :tlTpitad ta tlr wa dmaaperp. T.Rearm Br.,wm I- wd'IoaeMnddam aaa•"MapanInR' +a¢wGwh n�faow, perocefl�dr raidar� bblamd aW�maw iI.T:A"1IYai Jn�•'IalaMx oa arlxih DRtn^Chl Wore -Ir' •nil Ouse u bookcaaw, aMMrR• penbY, tateta, r -u, do -.. IfLWIndmndleou''emrMweti•r',etepan l)ed rsw^'•ulka aarbudkw. :eIMr: mer 1 m hYw 12}.N mold IIs}A0 MInw I WIND FRAMING NOTES I "Maw bea'rvwW efth L CONNECT13NS: AND 13"jouta a Mew bbcft ad to oz. uacldran to V183.4. common nsde nqui ed of fid nae In he,'np. Im to0 Plate"beIn h arch below, millions rte ahaMarhe, D ane ede of the building 3,30. h uplf rpmedbm t awan studs below, be "IS rr111dadrolcn in ii pLe l daft ntahle 3.11mb tmw Sea "Rap" Ito perrntiod Id be aaha he In acoo Wdewl when NOTES: I wta,i l,Y .q. 1:'M dna f0 Ywh hYwlp sr IwMrlaeed beWn Ihs "Ong W tedow. Iidlnid m wldhgwkll I&Dis b Ela udd waanr cni ndta NIL 0*6SW be a o"Not V alimw gvb. ' phauppMnd ww1 Mn1Rn eW endears. Eadl JOMrhd ac M anahand VedyUPI' *UM WO ft Engineerfor 9uBolkCow.ry Heah Deprbnraapproval. NbMnnda Is toldi7oandkide all system date a d,agWrelrwte with gr t w*p0r. - aMaaemthe Garrard as be appNM by ■ q atilmd Urdrwdlar. q_Iaa W Carbon Monodda d::dwa 14oLrycu4 w Pwaeaal 8317 NAILINPI SCHEDULE ROOF FFRA:MING: I rl. U tnInge m irdm undix'ubnd {Wgjn) "dL t. Awnedboring 3l)OW JOINT DESCRIPTON I3}Arrdn llY aapwakerja tmWdtl dalawM mrlaeYaw Wwlr6Inp WIL SPACING c1hJ'aN r• maaalaY w: a Oaoamp In h darhra ul:haaW wane UaN. I p Am; ,MwoMlaetewaJa hNrS attahndmasYdl4, ,+elCrelr dndunilmll low in, oV<d with W ralir, le Iap i tY ao, Use appy weda" far kwilwhit n. JWALL: 3-0E COMMON 6F ,'rter.s oierxM botetl, a raM:rn pndam M'S00 D e.Somata m M Wele prat u,4 mm fiend a pavN RI wOh Orr' wp mW+ Mondnp. mW WM 'TOP PLATE it, he miNmun 3-11 Inch ;>tdr, 111 RAFTER I !r . C. W apaer m be pndterlwA, a,yWwn 1SWV access opening. mewl one DESIGN CRITERIA ,ed"r:vrF•nm.•defwwrdm',wary ' Ii. DempolW-vortrofIder" n Ott.. bl4mlopga able" as par val R40 of 195 SDC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION 4ANUA1. an"be NOW odd I.&1" 5F Reacher"a*ViWm Cdw. A&V dd�wglMe8 'r TOP PL+TE Ile OPIUM or#* P' 3M d UM*reaee WWW 6MdiNnJ i IL,. jTAhr dY�pbaeO gRW6 of N. i.,. ft:*MrW Cr,rActlnrCode. FRAMING NOTES' AS PER TABLE 3.7 _ adWkim -nd wllxde as amr+IPNr deWod 1905 SBC High Wind FACE f'wdrocamwaonmenw, - tTrL",{ 12).Untn alhrw'mtetl,ahlMlpW::rlcWr' o4dnnW1vIbGY7.9TR LAP Uouglu FY 10 COILING JCIST LAPS AS PER TABLE 3.7 Is} r'more, welle, * r 9e and nVtam mMep7ceda 16 Inthim Mo. udea noted FACE WER PARTITION In. Un nor W ir. doling wall lwdrs to r" (4146 acW 12 0imA sat ND cf,aS (LIVE LOADS PSF) Te*VLndlerlgatial mapcheMaof AS PER TABLE 3A 1,00 N.S. INJwawidaaw we NrO Nan hr4'w.f2)wihd*MIpMJw,Tor2*1wd1 FACE qW "rye `:.wwr4'1 WW 61 W 2)ewW **il a 4YM'.r15,110449. PmerMie TO RAFTER Iann abdtlrg whWn9PdlaMe. END diedgWtMlWdralgrW'pd !id 1'nw,DreappOw�Meb ALCERTI C�1 _ 2 -ed DOMINION 6} PWLLRa LP hi�,',.iYb bAt� rAa2e lhe7NapeMMm the Eta Wd� NM41NG A Mew cela'elotlle YglapadMW Mvsaao mrwp.r Idui W� RAFTENR l Molaro onpten, ESN] eaN} Jhg InAoaptetaMSYI aL.UraoOd fodllnpinloaptb SEE CnNSTRUCTION ANDWIND PATH CONNECTION u)drabwing wills. undw21 wills. '-ICS COMMON - END L CJ� NL. a} P•e,•Me ter kilo• Oa6tee dwwwYde bobnan ra6en. Daily, dA**W Ig a reeled. JOINT PEFC.RIPTION I 9%UnWe by MWMO nWW,tl noha_0_046 to hww a Pellte IF tIck,"yrll, Fly :eIMr: mer 1 m hYw 12}.N mold IIs}A0 MInw I WIND FRAMING NOTES I "Maw bea'rvwW efth L CONNECT13NS: AND 13"jouta a Mew bbcft ad to oz. uacldran to V183.4. common nsde nqui ed of fid nae In he,'np. Im to0 Plate"beIn h arch below, millions rte ahaMarhe, D ane ede of the building 3,30. h uplf rpmedbm t awan studs below, be "IS rr111dadrolcn in ii pLe l daft ntahle 3.11mb tmw Sea "Rap" Ito perrntiod Id be aaha he In acoo Wdewl when NOTES: I wta,i l,Y .q. 1:'M dna f0 Ywh hYwlp sr IwMrlaeed beWn Ihs "Ong W tedow. Iidlnid m wldhgwkll I&Dis b Ela udd waanr cni ndta NIL 0*6SW be a o"Not V alimw gvb. ' phauppMnd ww1 Mn1Rn eW endears. Eadl JOMrhd ac M anahand VedyUPI' *UM WO ft Engineerfor 9uBolkCow.ry Heah Deprbnraapproval. NbMnnda Is toldi7oandkide all system date a d,agWrelrwte with gr t w*p0r. - aMaaemthe Garrard as be appNM by ■ q atilmd Urdrwdlar. q_Iaa W Carbon Monodda d::dwa 14oLrycu4 w Pwaeaal 8317 NAILINPI SCHEDULE ROOF FFRA:MING: R3 RESIDENTIA -�WECC JOINT DESCRIPTON NAIL ON. WIL SPACING NOTES RAFTER TO JWALL: 3-0E COMMON EACH 'TOP PLATE i0 WALL: 4&d COMMON RAFTER I TOE -NAL DESIGN CRITERIA COUNO JOIST SWA" 3Ad COMMON , EACH 195 SDC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION 4ANUA1. 'r TOP PL+TE 1S WALL: 4-M OOMMON JOIST TOE -NAL CEIUNGJ01STTO AS PER TABLE 3.7 EACH FACE DECKS PARALLEL RAFTER wnm.SBC LAP NAIL 10 COILING JCIST LAPS AS PER TABLE 3.7 EACH FACE WER PARTITION WFCM-SBC LAP NL (LIVE LOADS PSF) COL;ARTIE AS PER TABLE 3A cAUH FACE ROOMS (SLEEPING) TO RAFTER WFCM-SSC END NAIL ALCERTI BLOCKITOO _ 2 -ed DOMINION GAURDRAILS ANY DIRECTION) NM41NG A !W_ RAFTENR ESN] SEE CnNSTRUCTION ANDWIND PATH CONNECTION RAFZI FIRM RD O '-ICS COMMON - END L CJ� NL. WALL FRAMING: JOINT PEFC.RIPTION I D,py. NALL WL SPACING NOTES TG: PLATE TO 2.16d COMMON PER W ENL TOPPIATE SEE FLOOR PANS AND WINDOW SCHEDULE FOOT SEE NOTE:' TOP PLA.1iu AT 4-iBd COMMON JOINTS JOINTS FACE INTERSELI'GNS & CO ETECTORS' E� NL STUr T I z -led CAYtAAf7f1 24' FACE STUD RESCHLCK 15 RELE �AF.II oC. NL _ HEADER TO161 LOAMACN 1trO.C. FACE HEADER ALONG EDGES NL TOPORBOTTOM 2-16dOC PER 2M STUD END PLATE TO STUD _ W1. FhATE TO FLOOR. BANDJOIST, 3-15dCpMMON 7. -Tad COMMON PER 2X6 STUD PER FOOT NL FACE NAIL SEE NOTE'72 END JOIST pR eLOCrNG FLO_OP FRAMING: NL MAIL !')INT DESCTtIPrION T1TY. SPACING NOTES _ ,e4Rr TO 911..'_'" ATF.OR GIRDER 4-i1 CNIMON Ile" ICI;.' TOE NL RRIDGLNG _ '1- 2-6d COMMON EACH TOE ENO NAIL BLOCKING �. W CONi7W EACH TOE TO JOIST END MAB _ j' BLOCKING TO: 3-16d'COMMON EACH TC- 1'II.OR TOP PLATE BLOCK NAIL LEDGERSIMP 3-11MICOMMON EACH FACE TO NEW JOIST NAL _ JOIST ON LEDGER _ _ 3-M ICOMMON PER TOE TO BEND JOIST_ NAIL BAND JOIST TO Jost_ 3- I6dICOMMW PER JOIST _ END MAIL_ ..MAD JORT TC. , N PER TOE NAIL MOR TOP Ptt72E ;�' -FOOT SEENOTE:1 go I-YS.Sp"N JDe17 pEBCRIAiION INAILTY NOTES 3e STRUCTURAL FARE] ed"}R'fABLE WFCNi.9BC - CEILING SHEATHING: JOINT DESegIPTTON DNT'/L M .z, NorE9 OYP9"14 Stl (ACILERS A' O G' •'" •P WALLBOARD 90'O.L. nETD WALL Si1EATHING: JOINT DESCRIPTION NAIL NAIL SPACING NOTES STRUO URAL Aug PER TABLE 3.0 IMCOMMON PANELS WFCM-83C 711r OSB YD.C. WOE otl COMMON - PL 6'O.C. FIELD GYPSUM T Qc, EDGE, SIT Comm WALLBOARD tb'O.C. FIELD FLOOR SHEATHINGO INAB JL NT DESCRIPTION PTION CITY.CITY. 11 SPACING NOTES C9TRUC '4RAFRPANELS Y.00 EDGE t'LR LESS ndCOMMON IY U.C. FIE'.0 Nd TE^: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN S"AIODULE NOTES OWN. L Nrwp regdrament, an baW on waS eheMhlnp r Wd W oncentar d be panel *W 0wmi=jlg le `dad 3'on-comarat be panel edge an o6wm higher aV conaNt"how as ftwiamr'Wu W I:x!am shall be dwiW, or rlav" o nhullun, alidh L, ewarptate, est". a Lead m even qv Wad Pont. 4wher wNl ehwthInOtermmuaueowlrMrraded MRMML aWKWAW Wdnl4Ora MpeMped mina Mer. i tel - Mod OM prfxr. PLAN CONTFNTS: OCC PA CLASSIFICATION R3 RESIDENTIA -�WECC BUILDING F_ BUILDING US BUILDING HEIGHT TOTPL SQ FT OF CONSTRLCTION DESIGN CRITERIA PR(SCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND _ 195 SDC HIGH WIND EDITION. WOOD FRAME CONSTRUCTION 4ANUA1. FRAMING ELEMENTS AS P:R FLOOR PLANS CROSS SECTION AND GFNFRAL NOTES . EXT. BALCONIES 60 DECKS 40 ATTICS w/o SL ,JR/wE 10 ATTICS w/ STORAGE 20 DESIGN LOi J CALCULATIONS ROOF (GROUND SNOW LOAD) 15 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS ALCERTI :ICA GAURDRAILS ANY DIRECTION) NM41NG A COT EXPOSLHL CATAGQRY / RFOUI SEE CnNSTRUCTION ANDWIND PATH CONNECTION LOAD PATH RO F - FOUND TION D TAIL PAGE & GENERAL NOTE PACE _ NAILING SCHEDULE _ SEE GENERAL NOTE PAG_ ALLC L EGRESS _ SEE FLOOR PANS AND WINDOW SCHEDULE QUIZ FIRE PROTECTION CODES0 NEV & CO ETECTORS' E� SEE FLOCR PLANS T -,USS DESIGN _ _ _ N/A -STAN R STICK FR C S R ENERGY CALCULATIONS RESCHLCK 15 RELE �AF.II A FIJI Y TION OF VNECTIONS RED. CTION SHALL iEMENTS OF THE I YORK STATE. WITHOUT CERTI FICA i OF OCCUPANCY CI_._IMATIC & GEOGRAPHIC DESIGN CRITERIAM r GROUND WIND N FRO6T MINTER ICELAYME FLCnC } SNOW PFFD DESIGN FATHERING INE TERMITE DEC DE,aIP. ''. VDE LOAD (WHIT CATEGORY DEPT' TEMP. REWIRED HA7J,FJ& � 45 LBS, a 120 B SEVERE 3 FT. E Te MOOEMTor -n RSCERTIFI TF' " 100F SHEPI HING REQUIREMENTS FOR WIND LOA'.IS: _ _ MM_ SKEATHING LOCATION NAILSPAL-ING -F?Vkv__WI INGATINTERMEDIATE INO'EB ATPANEL F -IGE8 SUPPORTS IN THE P VIEL FM_FLD __- - PERIMETEREDGEZONE _ edCOMMON 0'O.C. �otl :OMMON We'O�C. 1-Ewrn '„'- INTERIORZONE ed r•� p, k''JTE8:1 tBOff.FIE'.JS� Q COMMON�B'O. J.I &'AMMON tY C. +UIE2FM PNICL I"[L' 3ABlE ENGVVALL RAKE AND _RAIfCTTtU9C ed t'cMM(kt®4'O.C. W0 11#0NQ4'Q•C, GE!'' T,'- N T' P@_M6INI ALL PLUMBING -WASTE THEISE NOTESAREORLYTO DER°FERREDTTI r MENTIONEDIN SCHEDULE hum5CM.Y &WATERUNESNEED TESTING BEFORE•COVERI- 1}Famu, alweming wiWn4itcf Vw podllwM'r ededgpeo101ereat,mtlulin041x,one ,diceulox Iadn••. bM4hatMdm edgesaleattarrnnert4UkW habe uNd. 2). TebtJO-A 12 Inch ox. nail apedng alp:nuddwshing Misled m how T - Ween weh 84APLUMBER CERTIFICA,TI' " Fahr, Ina mamben w,th <oA2Q0 ,";twrr0 spaVr"lbowlwWtDoIrdlwox. : or CERTIFICATE OFOCCUP 3). Tabulwd 4 i,ph ,.c. m1 spaMrrlIpp e.ArradwtNrlp m raMrf Dow hammy mnberwt, G�t',49, -0N LEAD CONTENT UP E tnmhq wcrMn whh V.42•'LWAO,d!•rdapaap alutlMrducetl D.3'•dwn n.a A ' SOLDER USED IN WA TE SUAPLYSYS.TEMICANAK T' WALL SHEATHING REQUIREMENTti rOR WIND I.OADS:WFEtT?/f0OF1%LEA'. ISH EaTHDrc oc7mW ATPANELAGING INAAL SPACING AT INTSIBIECIATE EDGES ,SUPPORTS INTHE P FIELD "OTES APP 0 EDASNOTED 4'EOOE ZONE end COMMON a S. O.C. ed COMMON @12'O.C. SEENOTES:F' �B.P.i /.z9 NOTE :: INTERK)R ZONE Od COMM.'.:. a 6' O.C. ad COMMS' I a 1Y p.C- Sea. 3 0 BY: NOT NOTIFY BUILDING DEPARTMENT'AT THESE NOTES ARE ONLY TO SE REF LRREDTO IF MENTIONED IN SCHEO'JLE NOTES ONLY. 765-1802 S AM TO 4 PM FORT E +I' FOLLOWING INSPECTIONS 1). Forwa aMaWrp within 4 hatdbr Wena, rM4 hoof edge ONTO e6a'.hrllrarequinarleraa mit 1. FOUNDATION - TWO REQUIRE " be wed. FOR POURED CONCRETE . 2). Tabulated 12 Inch oz. rall sptlltp Twom a aadMlp aadus! to sued 9ar'ry maintains with 2. ROUGH - FRAMING & PLUMBIN ©0A8.For p,ming numbers with 0.42<G<, the nil spacings aha be Induced to 6 mew at 3. INSULATION 4. FINAL - CONSTRUCTION MUST w 3}Faedrlapanel .dIng, gaMMndbw ndGlaNWlapamwlndm Meuf^nwlnd for man. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEEI THS+' • EOUIREMENTS OFTHECODESO Nate, +I SOF Nce STATE. NOT RESPONSIBLEFOR a X �S0 OR CONSTRUCTION E R . V;� rop'A 6Fr'q� L'. �'r, i rrr�www :, BID g10W� RETAIN STORM WATER R pw PURSUANT TOSEOYM1Tr OC OF THE TOWN CODE, 7 DECK & PORCH CONSTRUCTION C'ETAIL.S &: WIND LOAD PATH CONNECTION DETAILS LE fYP;GAL RIDGE TO RAFTL ER STRAPPII•IG GIRDER/HEA[ POST/COLU ^IRDERI_ A�QR TO P'.;:IIPAN- QNNECIIUN G'W-)".:R/hE .'OSI /!(,01 d) RAFTER TO WALL CONNECTION POE RAF H E,'. AL I?NA ITV RA:-TTR T(? HEADER �(-NNFCTION RIM/DF (:'; JOTS=�' I k, � �-1 f 251Ti DECK /PORCH CONNE,CLON We . �1 • • uL •lL • GIRDE CGNCRET= PIE GIRDER/HEAD POST/COLUN ;,TAIR TREP 1- IM POAR STRINGE WING RLI.'T,",,NT ,ONJ ?IUCTI(- CONI�ECTCRS T--- -- f` CTION LACATI�;`I_ I PART N NQ -EF__— NOTES 4x4 P"T TO FOOTING , ',HOR �i PAU44 QLN'-A4 , -_ AU44_USE w/ MIN. 1/2_' DIA. x ?" AN 6x6 Pr."'T TO FOOTIN' L PAU66�P V y�_.,.___ Al SE w MIN. 1/2' A / -Q A --?LER 4X4 FO 'I TO CI?I=i2 AEA=GLHD13S44 / IfBSE4� L,�.:44_1S=GNE TYPE FOR EACH FOST___ _ 6x6 Pf ° ?TC f'HDER/HEADS . 1 P -.6 -Q--/ oBSEUF ; Y(C66 ��ONE TYPE FOR FACH POST PO"T,_'CIi. LII.,M TO i!c')ER :¢. ',�cl LS :A I21Ir LSTA2a SE 2 -OR EACH POST/COLI_`AN TAIR "f_^F-R CQI'JNLCTI IN TMSj;.3Q OA1 FON EA`''i -ih'P RAPE•ri,,n,T .��----- T) HEADEP TI . NN _ _ ; Tt_, _ SE FOk AgI RAFTER RP.F . i t TO �'�'. FF BI: '.HD - dU26 OR MPA; L SE ON EACH RAFPER ,IPA USE ONLY _._ . __ _ _ ERE TMU25 CAN NOT BE JJS_F,�__ :F THE POLL: 'YIN' OR APlROVF_O USP METAL CONNcCTC-iS:D: PROPER W1N11 RESSIANT CONSTRUCTION. ?'.LOW InA'Aj. vC!JRE'S RECOME14DED INSTALLATION INST,UCRONS'0 ACHIEVE MAXIM'.IM UPLIFT LOAD CAPACITY. NAILING SCHL.")ULE STRINGER TO DF_' F;ORCH u3NN — TION JOIS DER/HEAD GIRDER/HEADER TQ-POST/COLUMN COIJNf;TION "OS 12"x12"x12° CONCRETE FOOT POST TO FOOTINGCONNECTION WOOD JOI GIRDER/HEAE WOOD JOI, ,;!GIST TO GIRDER/HLADER CONNECTION IJOINi NACHIPncN I,v •e:"�, I rw;,:s j VtILe1V JUIBTTV A.3F,)!TABLE3.� I E. -.;H 1 FM;E PAP.I I n RAFTER CEILNG J01&T LAPS FER,-SBCNAI: AS FFR TABLE v.! f ' FACE OVERPARTRON WFCM-SBC i •,: ,:. -I COLLAR TIE ASPERTABLE.IA }FA"i DACE TO RAFTER WFCM-see 1u3 1 NOR 2 -Id COMMON - -EOVA ENO 2-ied2- COMMON JO IT 4ZS(JWnONOjy_ QTY. I SES ILOTES _ TOE 1 NAIL 1 TOE JCmT a. BILL, T% PLATE ; GIRDER SPACIN3 k -,ed CD%M TYFATE0 FOOT _'-IACENAIL -- OP PLATES. INTERSECTIONS , . ,ed COMMON.� JOINTB�FACE Ek SIDE NAIL STUD TO 12 -led COM ON U QAC: I STUD sFT. jTrot �tE FAIL HEADER T^.— HEAOER 1Ed COMMON 1e'0.0 ALONG IJ7GF8 PER2M 2*'J0 FACE NM. END TOPORSOTTOM 2 -Ted COMIMOP TMATETO BT9A' 3 ISd COMMON PER2Me£TLO NAIL I iCTTOM PLAT'- TO: F�,pORJ018T, 9i JaeT. I2 -Ted COMMON, PER FACE 1i''L PT NAIL JOINT DESCRIPTION _ QTY. SPACING ILOTES _ TOE 1 NAIL 1 TOE JCmT a. BILL, T% PLATE ; GIRDER a COMMON SER JOIST EACH BRIDGING 2 -ed COMMON TO JOIST ENDNNL "dIya 2.111COIe40N EACH a M.TIEAE sFT. jTrot �tE FAIL BLOCIONO Tp: SILLOf.T 'PLATE - 8•,ed COMMON EACH TOE Mf LE P 3 -led COMMON EACH FATE TOSEAMILCOK TOBEAM AO'ST NAIL _ JOIST OADr 3•ed (OMMO'v JOIST W1L eN1DJ013T 3.1ed COMMON Plt ENO TO JaST JOIST_ TAIL 41IItDYT PIATF 2 -ted COMMON � TTA NAI JaeTT DEecR m,cAM D"TI sP'ciNG NDTEa 9TRlICTLM AL PANEL ed AS PER TABLL^3A WFCM-88C DECK AND CCVFRED PORCH NOTES: ,)..w..raft -,M0 rated, re.mllp mwlw beer, ADO PI•wa.d•ded t ,.1w.. pA�]N blows, hMpNt end endan b hegMNnd a st*muebN. " (N(W •Inasfphb b be bOW mendwnd Lseeohptd mpbrMm NeNb end nde. Ydo Cn11C�Y NM111INI dmM�i17%i mMlxrWMM-rAh MfrbNhW8oMn%y�ft I.II :'IwAlu ladtvM Welllen eqd� M eLPawdBwabqcbxrb%wdwbokdbe1Rk,2Y,rn*.Fa Nb"•. uUa bWawW W.G xrrollmobshdhmirNwetld. p.imi-beehd Ib 9R f:wwpd.. tNreen Mal Iusle eNN here tr de. omoeh plea 3' bibM' pale. AJ. Denkpwb hive hbddn• eIB'O o.c. LAA rlbbe Mwodlo Wkgno ehegWeA. hdfrownmo blo t,Ntlper. It V' Yt 0t(WwMtitbdllOno wB17/YiY. fOBe WJh wNfenelM Ilub It nc. 4 Cwwft pim dW het mlNmum C rhws Peds. 4 AtllsNb b Ibelywabd W,Ih halm. end enchoM Esah JdC ehM elm fesnAMed b 0=o tq CPowed Rah dol I* mI htl ad admndm•J amt taberes a M" MftV (:1_IMA7IC: B (,PnnRApwtr 11P inm T`RrFFRIA GA:.I'NDFLOCO SNOW PEED LIT TERMITE DEG1 oESIGN UNDERLAIN NT LOAD PH: (MIME, G� DEPTH TEMP. R(AiUtl1ED I' USE. 1211 a M.TIEAE sFT. jTrot �tE II L.F I Mf u r lL I" 0 M CONSTRUCTION DETAILS &: WIND LOAD PATH CONNECTION DETAILS RAFTER RIDGE RAFTER 70P PLATT E WALL STUD WOOD JOIST 3LOCK AG :4.00D GIRDER i VALL STUD 80T1' iM PIATE BAT i'UB WUBLE JOIST NOTCHED RAFTER tIDGE RAFTER TOP F TATE WALL STUD :.it 1 ;q ki I Lym :'.7 ma folutil• .a h • • • • "_ 1IN]. _ _X_ 1� WOOD JOIST GIRDER/HEADER WOOD JOIST WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST wi Kin RF c:iCTAKlT rnNj`,TPI ICTinN r.nNNFCTnRS CONNECTION I OCATION PART NUMBER: NOTES_ RIDGE-TO-RAFTE;'S I STA24 APPLY TO EACH PAIR OF RAFTERS RAFTER -TO -WALL RT20 APPLY TO EACH RAFTER _ RAFTER- Iu-PLATE RT15 APPLY TC EACH RAFTER USE WITH SPTH4 CONNECTOR PLATE - TO - WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL -TO -15T. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER -TO -JACK STUD LSTA12 APPLY TO EACH JACK STUD _ CRIPPLE STUD -TO -HEADER RT3 OR RT7 APPLY TO EACs CRIPPLE STUD SHEA' WALL HOLDDOWN ANCHOR ADSo APPLY TO EACH SIDEWALL END 1ST, FLOOR- UNDE,2-SILL PLATE MSTA36 DR RS16-R WRAP UNDER DOUBLE SILL PLATE USE WITH 3' SQUARE WASHERS UtX THE FO'JAWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S PECOMENDED INSTALLATION INSTRUCTIONS 10 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITf. PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUD: "OR ALLOWING HOLDDOW . INSTAI LATION SIDEWALL CONNECT C(.i.;NER STUD TO TRANSFER SHEAR FASTEN WITH (c)16d COMMON NAILS @ 6" O.C. .. a: ••L1:41tolou Ilm"folm 2ND. FLO 2NC '1ST. FLO( 1ST FLO 1ST. FLOOR WALL STUD 1ST. FLOOR PLATE SUBFLOOR RIM BOARD DOUBLE SILLPLATE FOUNDATION IYALL ANI(%LJAD Or%] T (YINIAIC(`TI(1NI ,• ANCHOR SOLT CONNECTION FOUNDATION SW DU. `NCHOR SOLT MAXIM:MSPACIW' -SUPPORTING SILL PLATE TO FOUNDATION 1 STORY ].T OC SPACE OR FOOUNDATIONN) SILL PLATE TO FOUNDATIUN 2 STORIES 33' OC SPA ONf_ WALL BOTTOM PLATE TO FOUNDATION S 1.2 STORIES ST' Or Zg•_• _ D7-11 A • • USE WITH 313 SQUARE WASHERS (USP LBPS58 OR BPA83) KIM'! "'UDS CRIPPLE STUD HEADER JACKSTUDS SILL PLATES AP JOINTS) 4TION WALL �\ & ��'©\ TERMITE SHIELD w -17 r 1 ,I 1-4 E-T I -17 r 1 ,I 1-4 0 M15. GIA FISCHETTI W66TPNALIA Qv� coo-mI.01 5 MATTITUCK. NY. GCALEIl%L'I. nc I,QA APP EVEp IV: ONAWN IV DATE. W I'/' P IIGVMIO 12>✓McvwL KITcWE�J NF -W CrXC))dD t -LOM ADD REAR W .r I HW U© RM ' bFAwlna NUNG� ti ; I I I I 0 M15. GIA FISCHETTI W66TPNALIA Qv� coo-mI.01 5 MATTITUCK. NY. GCALEIl%L'I. nc I,QA APP EVEp IV: ONAWN IV DATE. 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