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HomeMy WebLinkAbout31213-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31413 Date: 01/25/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1525 WEST CREEK AVE CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 110 Block 2 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 17, 2005 pursuant to which Building Permit No. 31213-Z dated JUNE 21, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to SUSAN E EGAN & SALLY MCGUIRE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2069029 12/01/05 PLUMBERS CERTIFICATION DATED N/A 01 —Autiforiz�nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENII,Q.,, Z 4 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATEA 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 I. 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 - $100A0 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Cornrnercial$15.00 \ 4 Daattc. I 1 2D`2A0 (o New Construction: Old or Pre-existing Building: _ V_ (check one) Location of Property: 1525 web 1 C• CRCel— A{te.. Cu_TC1+10C-00E,r House No. Street Hamlet Owner or Owners of Property: ` u SA-►J E�-O.w1 AUS_ SAA-ky Suffolk County Tax Map No 1000, Section Llo Block_600 2. Lot 080 1 Subdivision Filed Map Lot: PemtifNo 31713 [, Date of Permit. lir 121 ?AV._ _Apllicant., Health Dept. Approval: _ —underwriters Approval: Planning Board Approval: __ Request for: Temporary Certificate - _Final Certificate: (check one) Fee Submitted: cc Applicant Sign t q_ac.b46 9 co X31 q1 Town Hail, 53095 Main Road y Fax(516) 765.1823 P. O. Box 1179 Telephone (678} 785-7802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTNOLD C E R T I F I C A T I a N ) DATE: Building Permit No. ,i O Owner: &A`e,41 &Qr) (please printu Plumber: 1,1 )/ It I 6,1 6 (please print) i certify that the solder used in the crater supply system contains less than 2/10 of 1% lead. r (Plumbers Signature) sworn to before me/ this day of Notary Public, -4 � 9 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. 31213 Z Date JUNE 21, 2005 Permission is hereby granted to : SUSAN E EGAN PO BOX 753 CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1525 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0002 Lot No. 001 pursuant to application dated JUNE 17 , 2005 and approved by the Building Inspector to expire on DECEMBER 21 , 2006 . Fee $ 150 . 00 0A=Z'M')Zr-12z1ed Signature ORIGINAL Rev. 5/8/02 3!:�.� E] uL3rL3r.Pr1rJ'rl3j[i�rJ�rJ�rJ�rncPrJ�rJrJ�r>PrJ�rr� Pr PrPrrr�crcPrJrJrlrJrJ�r�rrrJ�rJ�rJ�rJI Pu?nrJr1r��nr�r�rPr�r� 50 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 SCERTIFIES THAT Upon the application of upon premises owned by ANDREW ZIMLINGHAUS SUSAN/SALLY EGAN/MCGUIRE c5 F 103 SOUTHERN BLVD. 1525 WEST CREEK AVE. r5 5 PATCHOGUE, NY 11772 CUTCHOGUE, NY 11935 5 Located at 1525 WEST CREEKAVE. CUTCHOGUE, NY 11935 5 SApplication Number: 2069029 Certificate Number: 2069029 CJ 5 Section: Block: Lot: Building Permit: BDC: 5 rr5 110 0002 0001 ns11 rrr5 Described as a Res identi 10-599$quote ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, Tescri e glow, located in/on the premises at: 5 First Floor,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 5 5 1st December,2005. 5 Name QTY Rate Rating Circuit Type Miscellaneous 5 addition off kitchen L5rj Alarm and Emergency Equipment Dj , Sensor 2 0 Smoke S 5 Appliances and Accessories 5 Exhaust Fan 1 0 F.H.P. 5 Wiring and Devices 5 Outlet 11 0 Fixture 5 5 5 Fixture ll 0 Incandescent 5 Outlet 26 0 General Purpose 5 Receptacle 17 0 General Purpose 5 5 Switch 13 0 General Purpose 5 5 Receptacle 2 0 20 amp Laundry 5 Lighting track 2 0 ft Receptacle 2 0 GFCI 5 5 Sea/ 5 5 1 0£ I 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 1121 rJ arJcJ arJrlcPr�cPrJ arJ arJ�cPrJ arJ acPrJ�rPrJ�rJ�cP�rJr�PrJ�cPcPrJ�rJcP s�s��r�N ���� ��������� v 0f so pw6 i �rco TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [.FINAL [ ] FIREPLACE & CHIMNEY [� ]\FIRE SAFETY INSPECTION REMARKS: Cd— ��- =� c� DATE / ���� � INSPECTOR �o�, of sour 1-3 Z, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ���� INSPECTOR_=' � SOUr�O� 31 - 13 - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ROUGH PLBG. [ ] FOUNDATION 2ND [/ ]� INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /�L DATE 7- S. o S INSPECTOR /L� 765-1802 BUILDING DEPT. INSPECTION ['FOUNDATION IST [ ] ROUGH PLBG. [✓ �] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY�[ ]] FII�RE SAFETY INSPECTION REMARKS: DATE ��� �� INSPECTOR�� 00 TOWN OF SOUTHOLD PROPERTY RECORD CARD O00 - /0 -.2 - / OWNER STREET 5 ' VILLAGE DIST.7 SUB. LOT u n tu, a►t 5011v A. V*124 Lree vo qve cFr � � FORM R OWNER N -- E ACR.�� / d,,. C. EvR d r�wo6 J// b, __ _ /r II y W % TYPE OF BUILDING J / M' ,FOA yv $ / /.6( E1 t esfche'ek 4/2, RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value 71 LAND - IMP. TOTAL DATE REMARKS3 /�6 /V6 � d n eJ To W (� 4 lJ�d D ✓ %%' ' �5/3 ' vi�of e ✓ e /C 60 Z meg£°s: IDC �aoot - 00 SOA DO V ,; >o 7U f:19/;�a, �iLi7L;' r°=Ei�` ��sJL ,73u/ LC /y// /P. fC fCO -7op) 00 3800 L1,5-tea ,Z .2a /z��� -C,, �'7�o d G/iy/,� �a S151 amore e/ t— 0 3700 O O t D /S �'1 'L II l l CP wl�-F-�O ,C Q.YI °� •x77�s d oda '3da Sooa 1 3a la ra 13 I Q-Or)'Li _>^ nI 766 5 (45oa i > > F o7i a � r Ga a 40 ?mom Ce�oo moo Qs> � Cn 500 c i z mai st AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable Woodland FRONTAGE ON ROAD Meadowland DEPTH61 V1 6 � J House ?apt r BULKHEAD Total DOCK ■■SSSS■■■ ■ No mom ■■ E■■■E■■■■■■■■■■■■■■ ■■■■■ ■■■■■E■■■■■■N■NN■■■■■■C■■■e= ■SEEM■■■■■■S■■■■■■■■■■■ ■u■ ■■■■■■■e■■Ni■ENE��U■■■ SSSS■ ■■■■■■■■©mai■■■■■■SEEN■ ■■ ■ e■■ ■■■■■■■MENINM■■■■■■■■■■ SSSS ■■n■■■■■■■■■■■M■■■■■■■■■■■■ �i■■■=■■■■EMMNNU■■■■■■■■nn■■ • N■■■■NE■QBE■■■■■■■■■■■■N■■■■ Extension Extension Extension Porch Porch r ! C■■■■■■■■■■■■■■■■■■■■■.■■■■■N ��■■�N■■�H�■��■nom■���N��� .. �® l �� . Interior® � ® .. ... .. ... ... .. ■■� ��■� ='VI I. 1�U •� I/11 •t.1 . • AVV.I .r � • I h 1 h tv JONES V 0 z aurora• IMAIIoI. w AO•II W N. ©6' 03'4 0i1 C. — 161.06 I ` f " unYM A MOIAIMI•I COa —e o fC901111 NY MW tom' IIA II 1161 tll U O •I omw 7 n4 wHr AW NOI "A1 1 1 A MAt W Oft tWX MA1 OI 8 O _ • HIP MAI MALL M/ t COW01110 � O 000 ` D M A VA110 M CMI. r•�"` t4vLIAIto l 0"l NYION 1wltj IRI. 14+ f01% .CAf 101 WHOA/NI amoftpl D 1 1V•A11D• A a1 Ny MN.V 10 IN p till 4 fU COW 'OOVK"wlll AO/N(, ... b tl 114.1110 well Room 1111M1 NIAMIII. AI.•` LL _� . 0 M! A/rf ! of UN INOM IIMI• V,Kft aU AAI Not"A"$"... 41 SCA E` O11'� o x ncEaSltS.. , A.--N9NUMEKIT Cd,�(�0N PIPE W v 86' 03'404W. \, ` 171.15 r Otto Gerhardt 1 u if1 P.MISES.. yl ab'a�go'�i�•ri1.1� MAP OF PROPE2TY r SURVEYED FOR W •WILL 1 AM 2.t' BAQBAf2A, .•.Y L A\.A✓f2 N.0 u FLEET'S NECK11 / t� CuTCHOt9UE, N. Y. Q ..cx9' Guaranteed to The Title Guarantee Co. os aurverd APQ.25,198 200f.PJCK:VAN. TUYLI PICT o� 5d 21 N7OF WAY t0 }(.Rgc�' WEST CREEIG Licensed 4and Sur ty0 `l Q 0.W �' JUICE.• t00'•1 • Greenport, N. Y. FIELD INSrECTION REPORT DATE COMMENTS FOUNDATION(1ST) V � -------------------------------------- FOUNDATION ----------------------------------FOUNDATION(2ND) -- z lzo, �. ROUGH FRAMING& - PLUMBING H INSULATION PER N.Y. STATE ENERGY CODE ---- - gzi a _ - Ool- l FINAL ADDITIONAL COMMENTS r D 0 - UZ -- -- & m A Sit b O - - x .y d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HA LL IL Board of Health_ SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: —/ Approved ( 1 ,20 S Mail to:SoskN� k^A� Disapproved a/c Phone:-(-31 C1 Expiration ,, ,20 6 t Ins ect APPLICATION FOR BUILDING PERMIT Date 5l t 5 , 20 05 INSTRUCTIONS This application MUST be completely filled in by typewriter or in ink and submitted to 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 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 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 appli nt r name,if a corporation) (Maili g ad ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder p uD t.3 2 Name of owner of premises :�'OSA1A F�C—,A t-1 j� SAL-t_y N kCGUt 2F (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (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: y525 Wgsv- cpsaF,d- Asw-. C�tzrloc,-t�� House Number Street Hamlet County Tax Map No. 1000 Section 413 F g5 Block 11 C Lot D , l Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constriction: a. Existing use and occupancy rS\ p6 k b1VLAi2-f ED PGViF 0111-;-] Cl b. Intended use and occupancy E P- Ti+ IE-� blA(11.021' 1 I f2F-A' 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0 50,ODD°O 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. 7. Dimensions of existing structures, if any: Front -3 Rear �7 t Depth Height / i Number of Stories 2- Dimensions Dimensions of same structure with alterations or additions: Front -30 1 Rgar Depth Height / g Number of Stories 2.^ 8. Dimensions of eptire new construction: Front Rear 4Depth 17i Height 14 '(�a/' Number of Storie i1 ' .1h� 9. Size of lot: Front t 0o. o 1 Rear kEEyo �� Depth *,d, %-i1%5T} 10. Date of Purchase i'%S`-\ Name of Former Owner LzLoye; k "9- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO—Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises \QE_Address k52,W.CbeIEAK- Phone No. '73A --2b` *% Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * 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. STATE OF NEW YORK) SS: COUNTY OF ) Su-5e-'-, P C-'a'n being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the co W q 4� (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 / day of 206e)LJ No%&IX..}j�RA Signature of plicant NOTARY PUBLIC, SI-1- Of KW DIO �neQlow" Qualified BUILDING PERMIT EXAMINER CHECKLIST cc DATE REVIEWED: c /21 /04 APPLICANT: DATE SUBMITTED: /17' /04 SCTM#DISTRICT: 1,000, SECTION: 1 1 U , BLOCK: - , LOT: 1 SUBDIVISION: I)e,,- . ADDRESS: ZONING DISTRICTA"O CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- , INFO _/BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- ,'INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time ter 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE: Vji(Q..�REQ. LOT COV. d ACT. LOT COV. REQ. FRONT 3� PROP. FRONT REQ SIDE �o P-� ACT. SIDE REQ. REAR ; PROP. REAR REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: AW ESTIMATED PROJECT COST: ARCHITECTtE440�R:- ,sr_HE77 WATER FRONT? f)6 DESCRIPTION: ANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DPT: YES or(D(BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o1 � NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE / / PERMIT#: 1 TOWN ZONING BOARD APPROVAL: YES o DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2). E or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: 63 SF FEE FEE FEE 1. (, 3 SF)- ( SF)= SFX$ =$ +$ +$ _ $ 2. ( SF)- ( SF)= SFX $ =$ +$ +$ _ $ ( SF)- ( SF)= SFX $ FINAL T : $ /60 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD,; Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND:D.00R SCHEDULE: MISSLE, `EST REQUIREMENTS: Y/N l EGREC/S5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Ire PLUMBING ,��/� ALL PLUMBING WASTE COMPLY W ITH ALL CODES OF FLOOD ZONE-_ &WATER LINES NEED APP 0 ED AS NOTED NEW YORK STATE & TOWN CODES COMPLY WITH CHAPTER '46" TESTING BEFORE COVERING Z �B P Y 3/�/3� AS REQUIRED AND CONDITIONS OF FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. FEE: BY: SOL'THOLCTOWNZBA MOTIF BUILDING DEPP BOG, JAN PLANNING BOARD UNDERWRiTERSCERTIFICAf 765-1802 8 A TO 4 P FOR THE PLUMBER CERTIFICATION REQUIRED FOLLOWING INSPECTIONS: SOUTHOLDTOWNTRUSTEES ON LEAD CONTENT BEFORE 1. FOUNDATION - TWO REQUIRED N v S DEC CERTIFICATE OF OCCUPANCY FOR POURED CONCRETE SOLDER USED IN WATER NAILING' SCHEDULE 2. ROUGH - FRAMING & PLUMBING PLAN CONTENTS: SUiF TEM T GENERAL X10 TE WIND FRAMING NOTES 3. INSULATION I CY CLASSIFICATION R R IDE TIhEX t).RWZ-TO.v" RAWEMB Y: ROOF FP.A:N,N(i: 4. FINAL - OF f°� �"� • ' ^� CONSTRUCT- IA/4'■20gaugs Whop did be aDAW b awhPtl drWWa In a ccoddnr b W Is 3,4. NAIL NUL E COMPLETE FOR BUILDING USF. UW JOIM DESCRIPTION NU V/hW eoorrb4 redbhm d4 Adpsabap,to n'AnbadTod avnnan ntla m.Pwed QTY. SPACING CONSTRUCTION 'iL¢I� HEIGHT (- CONSTRUCTION NOTES: In eachhand off"'"N,wr'adNannn°""rwlbb°m"m"Wall ads In thr`.„„' ?AFIERTD i,7V6E edFKN TOE-h UIREMENTS OF TH COPFAIZOF CBNSTRLCTIdN -- foPPLATE ,ElwAu:4-BedRAFTERp2}RAFTP,R,40-WA LABBEMBLY: rlagOJ018T pWALL 3d02dMNON EACH KSTATE. NOT R SPONSI IyFR�'I;RITERIA PRESCRIPTIVE AS PER N.Y.S ftE51DENTIAL CONODE AND:alramabndtl,nolaarbrbu 1a11rY 6eMrq sdslraar ar'osonstr Ma,rlYnp or�wnbD Poo dad baN -T TOPL•TEigWALL:441dCI]MMON JOIST GN OR CONSTRU .OHS.- 995 SBC IGH WIND EDITION. WOOD FRAMEON MANUA'_rFRAMIN ELEr,JbbWoingoodn.*ftAM W i$M*Wob4bprsArgswww alluasnshitbe,I I NOawwNbpplMaaat go wed by PlWehll bedochs F TEUJNOJ018TTO AB PER TABLE S7 'EACH FADE EENT$ AS P=R FLOOR PLANS CROSS SECTION ANOTESdaowwdaWwiUtuplNl Masotti Rook eauhangsq Oa raa aeN of tla wWNg PARALLEL RAPIER WFCN-SSC LM NCL EXT. BALCONIES 60sow drndswwalhapodaahgbWl Pradua. WWbrornwdddWlhuPlMm mcftaNwmrdd wfthtab43Sn C„RINGJGISTLAPS AS PERTABLE 3.7 EACH FACE DECKS cr2RFARTrrmN WFZM.SBIC LAP NAIL ATTICS w/o srURAGE CERN F36 WALL•TO•WALL ASSEMBLY: ! , etFACE ATTICS wsobs,,'ddovaM end rgdtlmd,eb We'obLl)abnandrds WWI a floabMl ah6beYlrJatlMnupMaoiarobnaN - NAIL DESIGN -010 CALCULATIONS / STORA_E NAILINECT80NS Thin wdnrt4bba'rwnWdred'ed1Yddlhpatl6cWtra brlNa btWdbp and amaaNmd'Ntr-NN°a3b,WhinwWl WuM som tla not hl W onawilh go&bYoa,tlr I ROOF (GROUND SNOW LOAD) UIRED. 45 IdrarMWIO nNbvr4nrwhhfi*OW. YedadrdbaelNcNedb4 mrnar m4iMa NMM Maar aarnnN wlM wlR aWrannln BLOCICINO EACH TOE (UVE WORDS PSE) R 2.Sd COMMON ROOMS (OTHER THAN SLEEPING) 40 acmnlalrmTA oh1s 9.3. TO RAPPER EN] Nll'_ I ROOMS (SLEEPING) 30 3}Olmaubr EO KAbMadadadmaraabddrrddlp,• RIM 0 I EACH END 1FscbuMlDN -L. T J 1D0'NGT SCALE ORAWINOS} 4),WALLABSEM6ltr TOFOUhaltot . TO RAFTER _ rry0 NAIL STAIRS 40 Fbetwront.Sualrllbacakahi orUabaWaUW,a'0paof orboean all wilh GAURDRAILS (ANY DIRECTION) 200 4}Thagbbarlw rrd 6ar•argapsd troratuatlan apaWap'r Wduwnrr rralsLbra.BbW arapsatWllrr rmNLnwn eddelnan07NrJrr In maebs WALL FRAMIt�f�: - --- - - r4AaINNgly ramaalmW uapd6oWlp WNewsf pw.Ts,larlrbpl!n-Aaleyftr rldWbnrlNaoabon picidancewith W. 330. Ebdrbu n"arelapped un er NAIL JAIL P 4n� CATAG RY _ aansbuWlan rtlrra,mdtlbb,Ndllk'Jw.uPradaa.rpaatlwn,afuradsb the poY UWIWNdNw'bNMak Whh WA.396.WMndW danpdrelnpptl uoMrlM JOM/T OEPCAIPTION I am. SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION pedaWon arW pmprmaNdWnealW MMIFr Kark Tna4 vt no tvWWqubre ishan Polo,3Ndr dgwnwe.Meuhadbowed whh tla all bops.Anchor boN RO F - FO ND TION D TAIL PAGE k GENERAL NOTE PAGE To! RATE TO PER FL"E NAIL WadlbwrpnwvW xNWgddNM wdMfsrpN. spaWng b b be spdoed and Wad N smachi-Arto W4924.In 61 b spacing, TOP PLATE 2-160 COMAON FOOT SFVE NAIL _ NAlllllG SCHEDULE SEE GENERAL NOTE, PAGE Wdrr6db sn b a sprad bearoer tr12 ndln San the Wd de w Poo and WI _ T.RYrnb.YArl eiW'b0 stladubb ftemopenil borrnra. TOP PLKXI;AT JOINTS FACE R INTER6EU1'ONS 4-Iw CDWMDN EI BIDE NAIL - OR SS SEE FLOOR PLAN` AND WINDOW SCHCDIILE _ 'N). TrGrlaa r:cnbctxb b41Yar46wmrkMy apnbr4c.W Anpsas m4Wa 5).TWE'ORERIORSHEARWALLCONNECTIONS: 9T • FIRE PROTECTION rewvrr awn fwM.a aPwdNatlaa4ed uo:'mo4 mdse Yypel=WWshrrw*whhsjWni md7:iSnSTUD UVTO chwwdgmcUWp"onlMaAerW IT 2.16,1COMINgN 24FACE SEE FLOOR PLANSO.C. NCL SM K & CO ETECTOR gypearn lml*0dgraednabadbamatWnd TRUSS N N/A - STANDARD STICK FRAME NST4 l 71•T,r3enYW CTr:anrNM.wspttwWP Orvnvtr,Wl6Wa•ir 7• a112 Inch dded and 10-amI the SmtlalnrlIn mo.+wW 6ecw ingth YT'o.n atWWHHEADER 16,LpAINON 10'O.C. LACE _ CQ ,pfs�ON eoiuWokaasa,YrMM,pnlry.drW,W-n,r:. edgr,315".nNMeeeId shall be In aamWnmawMr tlra 4npm repdrrrma aPrJead HEADER ALONG EDGEe NAIL ENERGY C ULATIONS E HECK 3.5 REL E>.SF I_ In 4bh 3.15w-b. TOP E BOTTOM 2-160 CGMAON PBR9W STUD F1J0 OCC _ rf� - "---` IVNbd10edlWu'w'm•Mw_^•"hstlAonlron axw^•.uYo9 grldWdbR. PLATO TO STUD _ 3-i6d/:OM_MIXi PER^Ot68ND WJL ----.- I tl).TYPE o'u"TERpR 9HFJIRWCJ.CONNECTIONS: ROTIOMMATETO' I IC�, IS UNLAWFUL FOUNDATION MOTES: Typo11ndebrdaawdHshstt mut the r4gukarrr M rbe 3,15*66mn as TRaopuo FLOMJOIST.BAND JOIST, 2,-1m COMMON PER PALE NAIL V�+ Iv I -- - -- - - -- ---' IwpWryuum-AiIiInabb3.16. FOOT BEE NOTE:12 ALL CONSTRUCTION SHALL AlmueWascw rWPrwMaapnnwWaaPMs.OW^ dnadduMandIIIto END MIST OR BLOCKING n In A MEET THE REQUIREMENTSOFTHE IeW+k, eMaMed dWpboMFnWbdlaD+a),uc,slmpdgrads. il.INTERIORSHEARWALLCONNE"CNe: FLOOP FRAMING: -- WITHOUT ` ERTIFICAT Iz} V t Allow"sldnaU WYda Pradbd In ads 3.14 shall be Pamitt4d to be baaued when OF OCCUPANCY CODES OF NEW YORK STATE. mWpdbaWWuedltvobM lk6dN ldL/."wrtl berinp 90t1ppW IntrtrWbWrNMan,use.[.ShealNnp nM connadlions Mbe N amaNannwla J')INT DESCRIPTION MAUI. NCL NOTES DTV- SPACING 2A42r,122.4rapeclhal7. , 3},aa.Me.t/reaprrnn)�tArwdrwn»aemnawwlaedand.mmre JnIRTTa - PE' TOE CLIMATIC & GEOGRAPHIC 7ESI1sN CRITERIA_ ePao'Wemtrwnry wa"taomdnpN vbdrrudNdld lMab'rinr. ry 4-MCO•iMON 6eack,a CONNECTIONS be SNOW with uAft SILL,T. 'I.IDGINGGIROER 1CIC;i NAIL OROLg10 WINO SEISMIC FPOBT MINTER ICEBHIELE I argtrgYtllraoiirla'rAa ahYlb4dwdfed veldt uAMmnradlon4ln asmNanr BRID6dNG EACH TOE SNOW 6PP,Eo DESIGN FATHERING LINE TERMITE OFS:Y b�SMdN '.NOERIAI'M TEM' AFL W !!.. fAm .7rY cnwAWa web bNrp 0100.0 Uas4dl✓^lMcrMl tlwba Wad wlbb6b 3J5.",^ndav uNpbm+slWlM haw.bWmnnrJai NacrNere win abM TO JOIST 2-Sd COMMON END YA0. LOAD HA7J1F09 Inaaubdwon#d)e8anIrandW.12'a.n.UseapprovedspryforhaNl48on 3.5, BLOCKING r EACH TOE (MPH) CATEGORY DEPT/' TEMP) REQUIRED I5r"mars 4"tram4d,tl Be vans OPiJ.WbmNi4bps p),CATHEORILlpf1I1NG A88EMSL1: TO Jg16T 2-Sed COMMON END NAM. 46 L68. 120 0 BEVEITE SFJ PTO HEEAW NOOeiATE M QUIR PwntlW41mir 6MdiJwgaprawl111rNes+unij'aFnbMxtlng.InW'rc slabs Wlan adlp ab pr BLOCKING TO: E/LH TC7 -'1 � .ss, �to beoW0mm 124nh aped nrikNWWW brw,lhe MdMbtl sMr bePololrlW r 9.16tl COMMON - .- .. - yTA . �' + anelarsp on fopd0ahrmprdoq mroraanlaotra b,ahaehedbYW14ha4e.tdga Sh'ORTOPPLAM BLOCK MALL •fir letiC. a0np6aopkntllllNppedtlblaMhMr"p.l,o4Nabnam,SesNINo "oredhehe JFPjEASTRIPSTRIP EACH FacE ROOF SHEP1 HIND REQUIREMENTR FOR WIND LOA�S: Talepaonn baPgAtildwJhaNN*Mn 1SS21'arpdgopWNq.kuMNans WMCbiwava la ahounlgalruMnto. - 110 3.16000MMON JOIST NAIL'Ya tl4+.wlN.^datlonvarAb'rwel'V.40.,L Ran. - SFFATHINO LOCATON NCLBPN'INO NAS,$V,ICINOATI TE COVE p C+ NOM: JOIST ON LEDGER PER TOE NOES TAG roPeriorarkdnbtlm ail LWpdmrbaoWbpuPr adsdW R4dSd DECK ANP C0Y1wED PORCH IY01Ci7: rob 9-Sol COMMON JOW7 NAIL -- AT.PANEI.F.aLigB, gIIRpOFITBw1HE P4E�LFIELIA IN.Y e.�Wip4.T aWwa CoN.A.Csw ' 1r..W,isae4oY40ow 14 UoMw WhsbdssaKedd UI AIW'bin haln:AoO'p�n4un rnwwdlan6er. PERIMETEP AGE ZONE wC0EYA0Ntl8'O.C. _ ed rAMMOM M 0_G'. TEE tla alowOndaD Cdr awfiWwW4 PrWbpM��M�MaM: NMamnan ''�STR ENO ---•-� >rtl{n bpdMl MSgdelh0ti11i'Aaa A WMNardaaulnNaa Abel. TOJWST 3-i6d COMMON SEEA]TE9: it __ INAR INTERIOR ZONE WC(MSAON�e'O,C. A'rX]MN10N a;12'OC. v,. (BQR Elf 19~ --. &WOJOhNTYG'; , PER TOENAIL - JIE:2FOA PANCLF LL P.nWWpaaa.praadan M06dNi ...11,.6rfrtlW hAnaA"No" ado. J).iN,rdrttrtlrklds)ab Lw-bglgtogMoJo. wlSi waWaa aM nw. .i1MMON GABLE ENOWALL RANK TRl19C Bol I:CMMON�4•O.C. Id_COMIINON 1.O.G. SEE H"TER 9 A��N}}NN11 I= .. .--ice ate, N RILLORTOPpLA,�. FOOT �_._..- - ____T� dNNlsopiYa'Wr14a progrgrtllnpnbdMeWdraed SEONOYE:1 -,-- �._. _ FRAMING Nf>TE5 frrbm)mWv ha,nM'Wmi/rd4.rNrrpemhrlooliw.doevrWrw4. F SHEATH]] di' ' 1}A.'h4n'vlp aWxmnuYndslWwtla4apaip4dM daaipNd14s6 tNCIMphlMntl 3).FOO srp�a�ydp►shdhraormiEast 'z125cip•UMdrorMwbAmdM• JOWrnEBGiib�T10N NAS N4Bx NOTES THEbE NOTEBARE ONLY TO BE R= `I, Fh,,1ga Y.'ked Frmlrp OOMlbsY(W AtiaW. JJS r1E g*pe.BM)li""'he.at,te Ppodogisba C1V. SPACM, FERREO IT)-F MENTIONED IN SCHEDULE NOTISSOMY. r (Naarrill'rwA•t k'r MqMM'iP n be3A OWDrrgnrM.CdrYilapoabhP 4lad adtlr adlp tlwAswiar,n)ofa rpr",•LP. 87RUCTURALPANEL M � AT��I� 1 Faraa,shulhbp wltl1n 41wWUtlr ..• } perk"I.polos mol,Ndudep 41ai each slr al Oc rad, r6 EFS ! dU 1,F aewwn:roled,µtrAndrp and;:rmn' 'Nd meoMlbbr82+•9TR, WFOM-I88G OW hat PWWftW edge xrr albdwrda ear *Wrad be used. 10�"T*' kDodpaondMbbnrgreDnF. CEILING UATHING; �padg L,}H6arh►aM,snap'rrdatW4loMspTaedrt61YtlN4ac.unNr need 5 kpddntueld1p kafi bhAI MlW ladpa. NCL NAIL oh Fi�e�npmenib=i VJA2Rdk6AY"n�I paWboad a'diDO n*moo.nr•mbaa vela GsDAg. -s` I•rtymMa. } tlaWNngahtl.MlnW4d bWwsYrMNW JOINTDESCRIPTION DTES , UdMYm hattlWllddnblWallltl wMlrt2•dM.boWwWrvuWrir Alid nr OTY. f 'ACWIO JJ}yn k.arrWal pbd,tlgrlyaWrndsr41d10D:(�12dy1h�EaBYItIb Flea. Me" ' GYPS"M 9d OCNERS r 0I'G' GF 3}TaadWed4aM ,c.nN+wwbMauunn•hNBNng oMdb /WnirNRmAnWawi6rG*C.4V.:q -^^^ W - , de4enp etyllbaewsbh (iL) y,"dNd(2fhdNMplhdiiWdi>o erhelWr Yl 0).OMdIMU PION ne"inVotovap wde. WµLB0AR0 10'(O.C.FIElD baWWroA mea+baswlM J.42�g./g,6W iWlaparlrp ahtlha redudedn Siklw o,n LVLAi.drmnwl3{��aldMu�.,hq. p�my6nadnpjpyp,rgwW�Aaa.{ ,Mboi WALLSHEATHING: _ vB :l4/atM,eIbtd�ww4aB'ieYgraip,LlbNran'6'4f'andSW.ProNeNw ' bnMw{padWVMh pYE hnpaaandwdnoa.Eaeh JaMrh'dW MaMJand JpDG6CRIPTIDN NCL NAIL NamIrnandn'gxAaN,ippeaYNa. DTr. SPACING Nam SHEATHING,REQUIREMENTS rOR WIND LOADS: _ - Cawatl lTPWagbd bll4aNr11Ma0 ^d andlaM WaWanaarrrd, PAiJFJ.¢ tl�ONRUCTURAL AS FCM-WC .g (SHEAT-HIM ATNAIL SPACING ,MILPORTSIGATINTN81MW Y -� Eifpb IS}An4rr pnlrMw.wgo la 09 NMMNWYIM rosWOdu{yplWllaed hrVaa rd G LOCATION w, * ;rwAgnwlaroeppbWNuitla6ogrbdqrq klm. PLUMBING ?TOTES WIS•088 rO.C,®GE 6) ItonYa Mi*'Gr!pwtr ruro sw4MdatWa pogdlop Mol)obtandwbrhyhipr. 1).AUwaW dM Oil @ NOTES:i,s(bGTH RE+LD9) ' supply. mlpaamlvrb tRbalrWaL'edr Per N.Y.S.HrWWM PL OOO 6`O,C.FIELD 4'ET]OE 20NE WCOUtMON®6'O.C. WCOMMON 120.0. r100410 haMOWN*64 koMWOWbaV%IW for POW lead rpldbwN "MW GWOMDUW Code. GYPSUM r' D.C.EDGE SEC NOTE: FIELIJ� ++ e6COWEW INTERIORZWE IO COM 6"O.C. . 6000NI61c' 1Y0'- C.-IT BE=NOTE:3 lw pb:s. WµLBOARD _ 14PD.C.FIELD �'- 2}Val sWIn4WmubfEnyuafarSuflolkOwj*HadaDepabamappavW. I FLOOR ,: 'fH N �: TI T 7):Pn'u doAnpLa1JI"g N lloor)tWsbtl B'O sn.tla wUC MagtNp In Maa)pla4 r.�ES- aaw'sa b4sdywTb• 3).NwaMapWa,pWaarJWWarlcoWolefpaYSp NaWWn forsry ounda. rWabp wak NAIL NA& PorMaad1NNft� ldr=rW dwwatod Nm"V wWt tlM LJO;OEBGPIPRON �, ISPAGNO NOTES THESE NOTED ARE ONLY TOSEAEF RiREb TO IF NENTIONGDM6CNEOULE NOTES ONLY, (e �tiw1A11 6}aaMs WGWWW bWu WYWYWIN betw4sn MUM.wood daft OlmAbg u Wf woww L 'furinadman hole Wore and Todng P4Wlbd. PANI:TJ3 )ted' HVAC SYSTEM NOTES a'R"�Eas �hacaMMON trD.aFIE D 6e wad. r 4C}O)MCe ave ldtlMa Baha MB iN wFt 1} rlbmnpAWorMradpWaUbbaAnni•pbtlappkwlsoaMsandrfMy _LYT 2.Tw1ooa 12Ncna.nbmwdMng,aarwanMNnguWwnraWndpnamb.nc. I{� ib w.IMnmade' 7HESk NOTES ARE ONLYTDBE REFERRIED TO IF �.OB.Fafr_•drp ramlws whh G/2eG<,Sa wpapddrpa Wad be tabaMn6lMaaa.c. •�(� .. 1%:Inlrlohwwoe ododuMB(i•Mlhb 7/p''P(BFNprAtlNlWsab �dDnrrltr'OPMar, obitlymordrb allavYwn bo aW.egWrWrro wtlh lh NENTIUNEO WBfRiFOIJLE,NOTES ON'-V. 3).Forn10durpowl4Mbg,gahlNaedba massive be panobl lobe auNtwtod for s:.r.man nob. plMFLWOsdlNNwand Yq pbNNrpoo.FUMihsdgborfaarYriW✓. *YM Mrwt)kwhlkwupr lAioorydureti Yrs61wdaa. '}NWNg aAuF�wrBgoWTI�Mm WMrpYq � ,b . 11)).Wtledai/anw4)IIfb MYva12'gllpYiridypMgaliAlMWysbodL DIF'og1,w'db,We' .d) HNAC_whoDoohAo4'Nnpplb 9nN ayaWTiNyaOdrawirp rW awmeeb UM Gdwal rdWCBnaddrd'CWd!MB 4dpw ++sM PhuB'Yq oWBogaaedover Au•Wrb him 80vMvdi obtalltdkAd tWar albdWYq sdWAtlNr1aV['al wvllw: 1. 4'�+WI3t-aaMMAirattla Irtlaftor it"Thws sgslui2•ahft"*Al.ibbbbaNP"041NNNaa. ELGOTRICAL NOTES: Ls ' pw '"I' 40r ' 'r - r,r,:Zali,rrd174aalHatorWbmW aomladaa. !B I2).Admdwwna plate tar Ern4:12rWIr blWbdPayBran k.eWdpbPpsrwr 11•NI aMaMIpIIIoMioNM!4a'updyN.Ys.RrWWW.Itaoawuxm Owe. aaN.':'Nrr pal.gWae:r wdndpgaw low D►m. �'4, ' gouSd, pYW.FRW rwbaPgb.aPWtl'wilhar'Napirrbno do7t'NtlrW POM WhW.MUahrW' 4nrBemsvMr mMWr doom type rt'awW vera ;).AN iycYMW Wrb+iadl brapprowd6ysgwlUW:uA4rwdac h19}I(IiNlled aaNab�sh dPgrlMwCWM•MeA1WmMaWa.ars '11e°booab18drda.N)' iGbWtMi4d�Md mnNmPpriiNddn: v �060' W a wM�Iaa�wonrWd NEWPPmWadio*ML YBCoriil7 µPgF' soAJ W "koFEssto�r :i CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS - --- __ WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION_ PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO -WALL RT20 APPLY TO EACH RAFTER RAFTER NOTCHED RAFTER - l (RAFTER-10-PLATE RT15 APPLY TO EACH RAFTER JUSE WITH SPTH4 CONNECTOR RIDGE 21DGE PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-1ST. 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 EAC: I CRIPPLE STUD SHEA? WALL HOL DDOWN ANCHOR ADS3 APPLY TO EACH SIDEWALL END TYPIGA.LRIDGE TO RAFTERS* LNG TYPIGALRID B pti+ rn 1ST. FLOOR-UNDE,2-SIL16-R L PLATE MSTA36 OR RSWRAP UNDER DOUBLE SILL PLATE — RAFT R TpPPIN = USE WITH J" SQUARE WASHERS U:,E THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S PECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2'SPACING BETWEEN THE END STUD ` AND THE 2 OTHER STUD` ANCHOR BOLT CONNECTION RAFTER \ ,'OR ALLOWING _ HOLDDOW . INSTAILATION CONNECTCO;iNERSTUD ANCHOR BOLT CONNECTION FOONDATIONSWDU. ,HCHORBOLT 70P PLATE TOP 'r`'ATE TOTRAWSFERSHEAR SILL PLATE To FOUNDATION NN Im.)M P i --0 FASTEN WITH ([) 18d CRAWLSPACE UN A 1 STORY OC COMMON NAILS (�6'O.C. SILL PLATE To FouNOAnuN 2 STORIES 36•oC WALL STUD \ WALL STUD WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 67'OC -- O • E) SIDEWALL ENDWALL USE WITH 314 SQUARE WASHERS .- \IV' (USP LBPS5S OR SP583) TYP' !RAFTER TOW I I an Ii7 cpNNE TION 4LTERNATIVC AET R TO WA I STUD 2NN_ECMtI bH pR W ,ILL GORNI R .ONI J _ L 1 2ND. FLOOR WALL STUD KING STUDS LL WOODJOIST —{ \` \� 2ND. FLOOR PLATE ' SUQPLOOR I CRIPPLE STUD 31LOCKING RIM BOARD WOOD JOIST HEADER . \ GIRDERMEADER 1ST. FLOOR TOP PLATES 1 ",OOD GIRDER JACK STUDS WOOD JOIST IST FLOOR WALL STUD -- \ -- -- i JO aT F auINC OVER yyODp G{RDpRTYPI .p HEADERI'I ONN T" nu 41 J01_ ST FRp_MING FLUSHWI, TH GIRDER/HEADER TYPICAL MULTISTORY CONNFrrinAn 0 � 1ST. FLOOR WALL STUD \ :3 ` J 1ST. FLOOR PLATE SUBFLOOR WALL STUD - WALL STUD SILL GASKET tt�� 80Tf iM PLATE /> BOTTOM PLATE - RIM BOARD 'FS BATHTUB —__ / SUB FLOOR TERMITE SHIELD L"'J'JBLE JOIST DOUBLE JOIST DOUBLE SILL PLATE DBL. SILL PLATES FOUNDATION WALL (TO OVERLAP JOINTS) FOUNDATION WALL . F NEW %SCy y0 + pS1tJ8LEJOISTFOR NOERA pTHaUB UBLEJOIST'#OR_NON.BESRINQWAIEQU1ST. FLtlORTOEnUNDATION NN�^TION� � + NDAT. NAC G SI �j l Wlfv11- R�. ` .I :�T^.NT CON � �F' UCT' ��N CONIJECTORS DECK & PORCH CONSTRUCTION LHTAILS do WIND LOAD PATH CONNECTION DETAILS fONNiCTIONLOCATlOu_ T pgR7NUM EF_ OTES 4x4 PC!''T TO FOOTING 'tr OR IPAU44 CLW 44 _ PAU44_USE w MIN [AA. x ?" ANCHOR BOLT �r. T TO FOOTW 1'.N� -Og_ PAU66�P RLS3_- _ A 6 ��w MIN 1 /2'" A I \ - - / �J�1LGt 4E8Q1 T 4x4 F'Q.,;! TO GI?":_i< 'BS44 rBSE4, / a,44 IS- ONE I YPE FOR EACH POST / \ 6 PC5 T1C, KDER/HEADS..,; PBFF�PBSEI: / Y.C66 ON TYPE FOR EACH POST _ \\ POST-,-'C�� U'_�PI- TO-C:4)ER :IF !.,1c1, LL :5'12_0 STA74 SE 2 AOR FACH POST/COLI:`AIJ RAFTER \� T F_$ ',i`?F.QOIJN TI n TM��:.".'.!?,"yk° t _JSE .H ; IGER — r i2AFTf:" Tl HEADEF. Ti 01 _ _ =_Tt1`_ _ U F k EA H RAFTER � __. RAFTER RFF F: ; TO - Ef+ 661RD AU26 OR MPA' LSE ON EACH RAFTER APA USE ONLY \ --_--_ _ I 5 CAN NOT BE 1),5f� �\ LEDGER— - I: F THE FOU. %AIN' OR APPROVED USP METAL CONNECTO;tS:C•: PROPER WN"RESISTANT CONSTRUCTION, RIDGE 0XLOW WNW. 4CTJRE'S RECOMENDED INSTALLATION INSTUCIIONS '0 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY \. �. HE'',DER— NAILING SCHEDULE i Rf,OFFRA TNG: _ _ RAFTER— -� II �.� -- JOINT prYL. srA�wG ""-.:s RAPrERro ew,dJ 1edwAON FUOI . TOP:-LATE1G WALL•A•af CDMMON IRAI"'EP '.OE-ML CEt'd1GJOIST V INAL :34dCOMMON SMH TOEIHB. TUTOPPLATF +P AYA1.l'.�-0d COMMON I .0217 TYPICAL BIDGE TO RAFTr4_ IIJG RAFTER TO WALL CONNECTION QkLN(+Z Rj 0 UCN GTION OE!LHOJOISTT° A3PF!iTABLE3.T E„H FA;E ._ PARALLEL RAFTER Wrdl-SBC MI NAIL CEILING JOIST LAPS AS PER TABLE 3Y -f' FACE OVER PARTITION WFCM-SBC "'i COLLAR7IE AS PERTABLE3A FFA"' 1 'ACE roRAFTER WFOM-SBC _ 7.•.) I NOII CIRDER/HEADE4--- :TAIR TREAD— "TO R 2-ad COMMON - ;;1 j BAIL \. [� p r� RIM BWD EA'H F.110 POST— RIM POARD� 70 RAF)TR 2-ted COMMON cND W'IL WALL FRAMING: POST COLUMN- ' ` � - Di__ 7 o`._ BEAT__ _ / f ^ STRINGER— - ,V ""'PTION NDTES T .ATETO x_18d CP YAON PER ? -_' hACE NAIL RIM/F•F i . JOIST 9 f /� �— FOOT ATES A- JOINT$ FACE31RQ R /I; ADER j P D Uj11J_�nN CTION STRINGERTO DF - _ION INRBEcnONS 4-18dCOMMI J FA BILE NUL " STUD TO 2.iBd COMMON p FAL f �+ HEADER T^. T 1B'O.0 HEADER +� ALONG EDNAI'_ TO DEC�PORCH CONNECTION TOP OR 00 M 2.1WCOMMON PERza�PLATETOSTIA; 3 1Bd COMMON PER 29: JLTroMPA� ro: PERD JOIRT :•9+���T. 12-1ld COMMON FO07 � \\� ECK'JOI T FRAM.INC: - 'hEm Noiv. aPLciiq "°TEaEADJOAST\ SBL,roF PLACOMA10N J°�IST MAILGIRDER/HEADE4 o Bg1EA.H TOE to OST/'COLjIvlA a JOIST� , ~ B% ccMaAOF1 F�xJD1 TAILTO CM9WN END NAIL POST/COLUMN--- SILLL6OOIlITpLDcH NroAi LEDGER SYV -tm°oAvAaF1 JOIST EACH FACE . J GIRDER/HEAD Ef?— JOIST MW R TO SEAM a uciwMo� JOIST OE BNDJOs3-fedOMMON PER J> BL OR JOIST - ed COMMON SILLOR TOP%ATE 2tFOOT TW NAB /HEADS'''' TO POST/ �(('�T�� ��MN ONN f. TION IRQER/HEAQER TO POST/COLUMN CONNi'CTION 'OIST TO GIRDER/HEADER CONNECTION �_y� 1 _ L`- JdNT DESCRIPTION OT,L'. eP"A'cwG NOTA STRIIC'TIIF AL PAI ed ABPER TABI.i le WOR SBC DECK AND CC'JERED PORCH N01=S: I \� ,}-!*m Ow'AM n=4IMaM”M WIM mbn91 ACA PI■ ft d•"p dal. 2IGhr Ir WduM WWW*OW ■nb■B■NBBndar ooKhpwMOM, / m mm -.mw ftpMI■n MIxAMdw■nfhtdmn�SW mPW■AMwwh■n.M no. GIRDEC mwM-rift*.&PNIn MI�Ci_ft X r YA2!MUbobllmlNNAM.ind no. R % nlf fa*wttllh■mMllnun 111"aMArrtq anLlxnffaw*wwn mind no. � \1 91 PaM■w pldM■■n■FIM.Sd*tlnA1'Lk12Yt2•MMko.*■I■ndlyp. OS i- \ a3nafaPE..nMN°0°�'v.d' ■o a`■�"ri�r�nbB�iM�■e irM"al.M`f o."iwProewra �w.d.. ;'� ,moi WOOD JOIS — v . �' - AR DwBJawn nnw fbaanB M ero f.c. �}_ A aJ.An*nInwfLlelnth NMJlg Mullb■IMl%vdJMWMn BrbWMMB■ II*w. Qj • . CONCRETI= PIER— Q: GIRDER/HEADEi, Ilirw to D.a. TwL.dnw�Bno.B ,7dr.ff„n �.h,..aM..mnn„ t G 12 x12 x12 CONCRETE FOO-lh. yr �.y M+a•f•f . y WOOD JOTS e}Cmtw PIM■■id b■■mlMtum W ebfw WIWI. • [�. •+• ' b Jobbm Nwpwdw wBh hw2nn MM wcl'fra EARA Jfb;MMPMwbnw A'td 04 POST TO FOOTING CONNECTION FNE4y Ift COMM RwyMMybnw■w,a.owp.np*wlthMIMI■M,wn uuM o LIMATIC & GEOGRAPHIC DESIGN CRITERIA . � )IST FRANAING FLUSH WITH GIRDE.��ADER � F IR Qt ='E p R CONNECTION I WINTER RWG LIIP, TERIdTLF DECAY tWN UNO��RU1'MENT FLOCO .� CATV': DEP* 7FF1P. R6<3jjAr TC $d.GFIf TO 0 +E a FT. TC HBAW MOO:3IATE" 11 I NONE n L 1xQ> u, I ! I — J k �� r:4,1`'r.li1 tilEW TJ GI �'%-, Arid .4 <� i 1`�fL�O fi ® iii• u.Cl. � ." � I � � � 1 - �- - - - --r Fij Lam.t.: 5 �GY' � ��% � ALL- H�'�"-�i:;�K-:"r".> �nYf Vit.� c T — — --— ----- Ut � r A=>A P1 rc1I � 'S I ✓J.pnCY t u }1 Uy,a �' � ��Pr✓I �� Olrrd�L I � � I h�- �'J .N � �` I U} I P7 N z cj LL 'lpS t:. SL I I ' 22'.0 " L � W EFIA Eat p(;. 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