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31191-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31879 Date: 09/29/06 THIS CERTIFIES that the building ADDITIONS Location of Property: 565 THE CROSS WAY EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 Lot 19 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 6, 2005 pursuant to which Building Permit No. 31191-Z dated JUNE 9, 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 REAR PORCH & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANTHONY & JOANNE PALADINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 102321C 10/10/05 PLUMBERS CERTIFICATION DATED NIA ori `d Sigyfature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SEP 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY I 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,Commercial$15.00 Date. 261-06 New Construction: ✓ Old or Pre-existing/Building: (check one) , 1," Location of Property: -rhe- C. r a, 5 W �/ E a6-� /V O/7'On � 11 V3� House No. St et / I Hamlet Owner or Owners of Property: �n i O/hl � N d Ann e- Pa [Cl Q i)0 fflq Suffolk County Tax Map No 1000, Section 03n Block 40 L) Lot Subdivision Filed Map. /AnLot: ,L 1D f GtA�f a'wtii Permit No. / y - `Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ?50 0 — A,&-, / Applicant Si ature C-0 3t6�q 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. 31191 Z Date JUNE 9, 2005 Permission is hereby granted to: JLC MANAGEMENT INC 7 BRADLEY LA EAST MORICHES,NY 11940 for CONSTRUCTION OF A REAR PORCH & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 565 THE CROSS WAY EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 019 pursuant to application dated JUNE 6, 2005 and approved by the Building Inspector to expire on DECEMBER 9, 2006 . Fee $ 159 . 60 Authorized Signature ORIGINAL Rev. 5/8/02 x ho��,Of SO TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]'T"LATION [ ] FRAMING / STRAPPING [ FINACP- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE `� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ J FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: - a DATE INSPECTOR '�`� of solf,% TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: pc \ DATE 7 INSPECTO ZI ' �o�.�,OF @a. . 31111 * '. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [� FOUNDATION IST [ ] ROUGH PLBG. <[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMAPKS:-62��— .e Z!L— ( A Via. DATE 7�'S"� os INSPECTOR Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 10/10/2005 375 Dunton Avenue 102321C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. & Mrs. Paladino Street: 565 The Cross Way Village: East Marion Zip: 11939 Town: Southold Section: Block: Lot: Contractor: Elite Electrical Contrg. & Security Sys. Lic. # 4725-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool 0 1st Floor Q Indoor ❑ Basement ❑ Hot Tub 0 Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor x❑ Outdoor 0 Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 2 , 4 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves w Furnace OII Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: Other Equipment VOOO ear Deck Hugo S. Surd! President Rough Inspection: 09/08/2005 Inspector: John McMahon III Final Inspection: 10/06/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. s " FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) 14, 9 „3 ak ------------------------------------ FOUNDATION ----------------------------------FOUNDATION(2ND) C' � M'z 0 ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE s s d'z4wL =1 3 /D 0 FINAL O 2 ADDTTIONAL COMMENTS i Z z O � Ti A O� ro x x d 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 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning BoarO,approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3i / 9 / Check Septic Form N.Y.S.D.E.C. Trustees Examined _���] ,20_Q_�- Contact: Approved,20 D Mail to: Disapproved a/c Phone:S -7 Lr ^ 7 Expiration t L 20 r�" --- Building Inspector APPLICATION FOR BUILDING PERMIT a-T -6 ' Date (a�4 2(Q5 L _ rnwr_or T _ INSTRUCTIONS a. 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 La , rdinances or Regulations,for the construction of buildings, additions, or alterations or for removal or de olition ere' described.The applicant agrees to comply with all applicable laws,ordinances,building code,h sing c and gulati s, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of corporation) 7 Qr� lC Ln • MehC�c 5 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 8u, 1 du- Name of0 of emis GLn F�o�y t" To �n c P cjcad•'-� d (As on the tax roll or latest deed) If a plic t a rporation, signature of duly authorized officer I n C. JLC Nl0.-na,jemc� (Name and ti fcorporateofficer) 7 �a34- "on&ej. , toy ll9'id ilders License No. 9 0 9 - 12 1 ) Plumbers License No. h l o- C51 C G yy_ 3 Sit 0 c.e-l l P 11 On e Electricians License No. K / ct, Other Trade's License No. 1. Location of land on which proposed work will be done: 5 G 5 T►,c G-o93 Wo y Fps F Moro., t �/ House Number Street Hamlet County Tax Map No. 1000 Section 30 Block . .; Lot l Subdivision MGC' OF Pc-661c 8 c a ch To,-rn Filed Map No. G 2 G Lot t 8 (Name) --.. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy one Fa\z 1�1 rc y:den ce- b. Intended use and occupancy P-Ca� Porch f CICK 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Workb C-(5z—/ P 0P-c,h (Description) 4. Estimated Cost 3 (z,SO0 . O O Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units L Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. , /CL 7. Dimensions of existing structures, if any: Front 36, Rear 514' 3 Depth 28•.47 Height Number of Stories 2. Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 7G • I H Rear -i&ft 75 Oy Depth — 280 10. Date of Purchase 3/200-T Name of Former Owner J L C hd o'n a Q cin ce+ �n C 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO-V 13. Will lot be re-graded? YES ✓NO Will excess fill be removed from premises? YES_NO--),/— Fcg IL4Pi�,YA1 14. Names of Owner of premises Pa lad ^U Address�05T�LCro s S Wg pe No. Name of Architect S LW ty T. B �a-Ier Address R:vcrhoo Phone No 308-888a Name of Contractor JLC &4Cc,^9" . Inc. Address F: It-(or+'cka-'3 Phone No. 9 U`!-- 62:f I 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 this property within 300 feet of a tidal wetland? * YES NO V- • 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 ) t SO k n being duly sworn, deposes and says that(s)he is the applicant (Name of individual si contract) above named, (S)He is the 1�) y f I &e-/- (Contractor, e/(Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said w and to make and file this application; that all statements contained in this application are true to the best of his knowledge a bel f; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of J k.-h C 20 0!5 hal L4rG ..u� 1(4 / Notary Public Ci 01U e pplicant NOTARY LAURCACANGEMI tate of New Yak Oualified in�I avol!�Co Commission Expires March i5," Q(j7 t e Applicant/ Y Q Date. �- G Owners Na�i�e:,• � � 1 .r z_ _ _ 'Reviewed: Architect) ,.. � Qale: f•. Engineer:. SCTM #: District: 1.000 Sec(ion: Block: Lot: Project i Subdivision Location: Name: . '_ Name: �� i` Single separate Required cetttfcation: (yo I No) - - 'Lalling 1)15 1 (�t size: Actual: i (I,ot coverage I'fupuscd ,/ VarI �!' ✓ osed; (Rer Yard _�. _ Proioscd idYd / ` Project Description: �G��iC'fdl�'ER.I�ITS e i REQUI ED FOR +VIE lY A NO YES I�Iumber Suffolk County Health-Dept. G' Now York State • D. E:C. Town Tnwtees Town Zoning Board approval: Town planning Board approval: —r-- Flood.Plaw Elevation??� Flood Zone: ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO AN ASSUMED DATUM. SEPTIC SYSTEM AND WATER LINE LOCATIONS ARE BY THE CONTRACTOR. OFFSETS AND HOUSE MEASUREMENTS ARE TO THE FOUNDATION. SFr _ /J'G` ✓CES_pub/'Cy 4.Qs-"4 C. P ^Y _ O mC M ieov, l�o/o" ° 77 � /3.d 18.3 2$Ty N o s4.9 7.7 Map of Lot 18 "Map of Pebble Beach Farms" Filed: June 11, 1975, Map Number 6266 Situated at East Marion Town of Southold, Suffolk County,New York District 1000 Section 30 Block 2 Lot 19 tz O V a ` 1 h �a ZoT /9 GOT /B Z07` /7 AREA= 2/, 202 6,4-- -9 .F -9 !//C LAG E S G S".,fig e70 i o 1/.9C.9n/T � LOT G Certified To: Anthony and Joanne Paladino ANTHONY ABRUZZO R.L.S. Sunrise Abstrac, LLC REGISTERED LAND SURVEYOR Wells Fargo Bank,N.A. 1500 Hortons Lane Southold,New York 11971 (631) 765-3462 SURVEYED:Apri120, 2004 FOUND. LOC.: September 7, 200 FINAL SURVEY: December 18, 2004 Yet `; uno Scale: l"_ , DESIGN CRITERIA THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). TABLE 8301,4 OPENING PROTECTION BY WOOD OTRu TURAL PANELS WIND SUBJECT TO DAMAGE FROM PERSUANT TO 1609.1.4, SEE WINTER ICE SHIELe7 MINIMUM UNIFORMLY GYIlSTIQIE3UTED LOADS (PSI) FASTENING 6CAEDULE ON GROUND SPEED EXPOSURE SEISMIC FROST DE51GN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF DETAIL SHEET IN THIS SET SNOW DESIGN LINE LOAD LOAD SUCTION LOAD CLASSIFICATION USE LVE LOAD LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY IE REDUIRED 'HAYARD6 CONSTRUCTION EXTERIOR EIALCONIES 60 MODERATE BLIGHT TO FROM 199E PERMITER EDGE ZONE • 31.2 pe. EDGE ZONE • 29.1 p.r FIRST FLOOR • 1050 50.FT, DECKS 40 SEE DETAIL SHEET FOR 45 pef 120 B C 8EVERE '�'• TO HEAVT MODERATE II YES FIRM MAPS 40 pe 20 paf INTERIOR ZONE • 29,6 pK INTERIOR ZONE • 24.6 paf R-3 I3'l° SECOND FLOOR 100] SOFT TYPE V PASSENGER VEHICLE'GARAGES 50 HIGH WIND CONNECTION TO WITHOUT STORAGE 10 REQUIREMENTS ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 i O -- m _ - _ _ -- PROPOSED COVERED [DECK -_ --, _ PROPOSED COVERED DECK—- — - - - - � ---_- - _-- --- -_-- - -_ EXI - - — - _:^—_—� - — - -- --- — - EXISTING m '° " ui rf n f 'I--' -- --------- - ------ -- - -- -- - -------- ----------- W X ' - XZ ILL RIGHT SIDE ELEVATION - - - m a i' x - - ----------- ----- - -------- --- -- ---- : - - - 0 13 wooD FRAME CHIMNEY _ _ - ---- ----- - - LEFT SIDE ELEVATION � WITH VINYL SIDING uj ENGINEER: P��Of NE &. _ =777-=—_�7_ * 9 f _ - - - - - --- - --— - - ------TOP OF PLATE t- C W� "'ION SHALL NFOA o�34 „mow vOLNTS OFT E 90 P� - _ JEFFR 1 EXISTING' ---TIFICATION OF LUg m LO m r�rz� Z 41� L LLI -_ _ -TOP OF 6118E OOR a O - - - -- - - - N - --- --- ----- _ - --TDP OF CEILING KUNDERMITERS CERTIFICATE UU 3 Z __ - - - - - — - - — OCCUPANCY — rr° a EXISTING - - - _ _ �.. - - '- - _ _ m -Ir C Q - _ C ULA F IS UNLAWFUL WOOD ST�6 - ° ITHOUT CERTIFICA E ' PL ~ Q OCCUPANCY uj d) v - PER CODE ❑ 41T Bl -TOP OF SURFLOOR n 0 - - - APPROVED AS NOTED a m - – -- - - - --TOP OF FOUNDATION DATE: . .i ° o T s446 BP4/(9/ CC F L GRADE GRADE °5E' jS" /il BY: OL Nd )TIFY BUILDING DEP RTME ' -55-1802 SAM TO 4 P FOR THE dA - o =OLLOWING INSPECTIONS: - -' ---" 'm FOUNDATION - TWO REQUIRED ----- -•- FOR POURED CONCRETE 2 ROUGH - FRAMING 6 PLUMBING 3. INSULATION a. FINAL - CONSTRUCTION MUST f••it - - ------ -- - - -- ------ --- --- ----- - . . . . . .- - - - - -- -- - -- ----- - - - ----- - --- ---------- -------- -- ------ '•---"• -- --TOP OF FooTING BE COMPLETE FOR C.O. - ----_ -_-------_------_ _---- . – CONSTRUCTION SHALL MEET THE «^^ REAR ELEVATION REQUIREMENTS OF RESPONSIBLE NEW OI YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FIE IN STORM WAITER RUNOF}` U LINT TO SECTION 45-10C 17 OPENING PROTECTION BY I ----� WOOD STRUCTURAL PANELS ' yy PERSUANT TO 1609.1.4, SEE I FASTENING SCHEDULE ON DETAIL SHEEP IN THIS SET I 1 I 1i SEE DETAIL SHEET FOR I I@" DIA x MIN 4@" DEEP NOTE. , - HIGH WIND CONNECTION TO UNDISTURBED SOIL NOTCH POST Y' TO CARRY REQUIREMENTS P.C. PIER WITH 6x6 GCA GIRDER LOWER DECK POST TO DECK GIRDER. BOLT GIRDER TO POST, TYP. ANCHOR PER DETAIL SHEET, TTP. -� ,- LINE OF DECK 400vE ,-- / _ ------------------------ -_ -----------_ -�� LINE OF DECK 40CNE i_ 1,BJ3-7x@ ODA^ GIRDER"_,,3 7xa CGA B,U. GIRDERm,` I` m r' IQUU O GI IV 1 RIDGE B 7x10 RIDGE 7xB RAFTERS 'x ;Im m, m 1 I/7" CDX BREATHING ' NOTE: T' , QQpp pp U I7 15• FELT U I U I U I ASPHALT ROOF SHINGLES m c 0 3 POET FROM FOOTING m i m l m 1 D CONT RIDGE VENT I 1 Um-TO-LOWER DECK GIRDER-_ !✓�.' ;� `r TOP OF GIRDER L1 ' 4___________ U II O N ___! i � 1 _ _ @ C.J. 16" O.G. m - 0 7x@ OCA DU 16" O C A . 'Q I /7x@ CGA b.J. 3-7x0 GIRDER m lA m 4 I'O" ABOVE GRADE I w a 16" O.O. K a 16" '.C, � 1 L_ I B I • I' " ?BOvE GRADE W I� Ib" ABOVE GRADE , Sx5 COLONIAL W CCA B U. GIRDER /'. 3-7xB OCA B.U. GIRDER,, W \ � � � � PROPOSED PORCH posy, TYP. r a ' o COVERED DECK 0 Iag P Y 76" ��b., Z. ilU ., 12 8 , T.4" I T.3' QI J,� p° I ------------- } 7x5 cca bJL��RDER STT _ — - . � 512.. 7. 1 A 7" \ �. \ry4' r \N , TOP OF DECK — u 0J_ iOU uu D O p �' d - GRADE Vm p I ry Q I () 3 F 74" Q I 73" 3"1 T'� ' I 1 ry !• LL ; 1 1 IFW�, m m 1 I 1 I YI 7x10 CCA w/ 7n1 LEDGER, BOLT ry 7x I0 OCA wl „� 7x7 LEDGER, BOLT I@" DIA x MIN 4@" DEEP TO UNDISTURBED 601E P.C, PIER WITH 6xb OCA `--- EX15TING EXISTING i EXISTING POST TO DECK GIRDER, ANCHOR PER DETAIL SHEET TYP. i SECTION 8-15 1 ui1 SEE DETAIL SHEET FOR Q HIGH WIND CONNECTION (1 g REOUIREMENTS l�— N, EXISTING EXISTING r" m EXCAVATED CELLAR UNEXCAVATED GARAGE xZUL H 6 M I U_ W LU ATTIC EXISTING ENGINEER: — - — TDP OF PLATE T.NEW y FPEY T.B(Jr O - ' BEDROOM 03 CL. BEDROOM n _ y i EXISTING EXISTING - O 94 I A � ILII OFE ON JEFFR , P.E. 1 — - — TOP OF 51113FLOOR V ri .. L O , III TOP OF CEILIN.� I n_L_____________ _________________r ❑ �_\ rte_ ___!_ b n i 1 4 zLU Oz h p KEXSTING FAMILY m UJ 3 z li 0 FOUNDATION PLAN PROPOSED DECK - O N Q SMOKE DETECTOR \ Z INTERCONNECT PER CODE ❑ U Q TOP OF SUBFLOOR J uj IL I — - — TOP OF FOUNDATION d 1- N III 5/4"x6" CEDAR DECKING ❑ IQ 215 GGA D.J. xp W v o CID o 1 ; EL n CELLAR - p _ U EXISTING - v I � � w n a TOP OF FOOTING SECTION A-A 'AGE : 2 of 3 OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE p- SCHEDULE ON _ ( I _ -_i�E-= FASTENING SCHEON ' `✓ __ _ _ _ I� DETAIL SHEET IN THIS BET SEE DETAIL SHEET FOR HIGH WIND CONNECTION OREQUIREMENTS LV.1_G. BEDROOM 04 BATH IXIBTING EXISTING BEDROOM •3 FE EXISTING GL' EXISTING h<._ LN. I l I I i'- MASTER BEDROOM I EXIBTING - - 7 M BEDROOM •2 EXISTING ; 0 1 1 3.2x8 GIRDER 3-2x8 GIRDER 1 NOTE 1'0" OR LESS FROM DECK TO m FINISHED GRADE NO RAILING REQUIRED C BATH I 1 EX16TING i � 1 z 1 rc; m a m 'W .J. O e j; I 'w LO ER DECK i • 16" O.C, I • 16' O.G. 1 i O " ABOVE GRADE - ' � XI t— 1u 5.5 COLONIAL 1 ' COVER DECK I, STAIR AND RAIL PER CODE m 111 M1m'1 PORCH POET, TTP. • 4" BELOW IR6T FLOORFROM UPPER DECK !N O 1 hTO LOWER DECK m(„ r ' B1 ' m � I GI w SECOND FLOOR PLAN5/4"% " KI 0 , /5/4"X6" OEM)AR DECKING? z m / R Q Q UPPER DECK L I O • 4" BELOW FIRST FLOOR r Q W IN ca ca i ` 1 --`I ._.__.f l e_____ I Lu IV ' EXISTING EXISTING EXISTING EXISTING ULLxt) - lie W F OPENING PROTECTION BY 0 1 WOOD STRUCTURAL PANELS FAMILY ROOM BREAKFAST KITCHENT - PERSUANT TO 1609.1-4, 5EE EXISTING EXISTING ENGINEER: EXISTING 4 FASTENING SCHEDULE ON , DETAIL SHEET IN THIS SET 1�qE.a 0 1p SEE DETAIL SHEET FOR HIGH WIND CONNECTION POWDER I 1 REQUIREMENTS EXISTING Z p O 1 P.E. LLJ � K o m - LIVING ROOM o Ll EXISTING Z n W o DIMING ROOM 0 EXISTING U) Q } N EXISTING ui 9 Z z Z - - _ - Z O v d Q al a o n U Q g w = FOYER Q F �N e EXISTING -N W 1 EXISTING EXISTING EXIdTWG IXISTING EXISTING u JO O L7n W --- - ----- d LN o O o 7 COVERED PORCH a r - X: EXISTING < m p Q � FIRST FLOOR PLAN COVERED DECK AREA - 318 SQ.FT. OPEN DECK AREA = 514 SQ,FT. PAGE : II , .. A FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O.C. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRu55 OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-I0d NAILS I GABLE END TRUSS FASTENER SPACING 2 FEET 4 FEET 6 FEET w w PANEL SPAN 5 PANEL SPAN < PANEL SPAN < PANEL SPAN ly - d FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < S FEET � s I Y / 2 1/2" "6 I6" LL W / ' //' WOOD SCREWS - W ;` I 10-ed 2 1/2" '8 16" I6" 16" IV NAILS WOOD SCREWS i �\\�\\\/ H/3 BUT NEED NOT H 5d COOLER NAILS AT 10" O.G. a MEAN ROOF THIS TABLE BHESGN°T OF 33 FEET ON A MOR LUM S . EXCEED (3 SECOND GUST) OF 130 MPH AND '4 EXCEED 40 FT. MAX, f' . FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE W T Z x4 BLOCK NAILED TO EACH b E D E OOD STRUCTURAL PANEL. BRACE WITH 4AOd NAILS c. NAILS SHALL BE ICd COMMON OR 126 BOX NAILS. 1 HR BUT NEED NOT _ d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE EXCEEDI5 FT. MAX. �A GYPSUM BOARD ATTACHED UTILIZING VIBRATION- RESISTANT ANCHORS HAVING A MINIMUM y " WITHDRAWAL CAPACITY OF 490 POUNDS. F 5d COOLER NAILS AT T" Q.C. GAUGE STRAP e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (II.I mJ z I; AND A MAXIMUM OF B FEET (2438 mm). 10-06 NAILS L PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT w it HARDWARE PROVIDED. FOUNDATION CLEARANCE FROM SLOPES 0. TABLE ROMSBC - ISSS EDITION. FIGURE 8403,1.1, 1 E"DWALL STUDS GABLE ENDWALL BRACING l' (WFCM FIGURE 3.(oa) w r- m i I EXTERIOR OR BEARING WALL W ' r TOP PLATES ENDWALL JOIST l� g 0.J;,, .,,,":• _ ' �d If I A A k STUD NOTCH GREATER THAN BLQGKIN v T 50% OF THE PLATE WIDTH BLOCKIN 16d NAIL AT 24" O.C. GYPSUM BOARD w BORED HOLgE MAX 16 GAGE (0.054") AND 1.5" WIDE SECTION A-A {� +• pIA ,rOx METAL TIE ACROSS AND TO EACH ILIIri w 4 s , ;,',:; mF SRd'rH s ,/} I SIDE OF THE NOTCH WITH 8-16d �( MIN. TO NAILS EACH SIDE Q LL WOOD STRUCTURAL PANEL = E 5/9" MIN. TO EDGE NSTALLED IN ACCORDANCE � ' FLOOR BRACING AT END BAPS 8d NAIL AT O.G. WITH NAILING SCHEDULE Uri g F x (ALL PANEL EDGES) (TABLE 3.1, WCFM HIGH WIND EDITION) r r .NpTOW MUST NOT EXCEED TOP PLATES " 44(0%-OF STUD DEPTH (WFCM FIGURE 3,6b) n Bd NAIL AT 12" O.G. ON ALL � U1 �( � I FRAMING MEMBERS NOT AT V �! m PANEL EDGES lad°; (a) OUTSIDE CORNER DETAIL 'B HOLES SHALL NOT ` UI Z <0 'BE I: CAtED IN THE SAME ed NAIL AT 4" O.G. ,7< D SECTION OF CUt OR TOP PLATE FRAMING TO ACCOMMODATE PIPING (ALL PANEL EDGES) GYPSUM BOARD jU 0 FZ IN STUD Bd NAIL AT 6" C.C. U � 44- "Y NOTC4i�1NG AMD l O II ED HOLE LIMITATIONS N°'L6 BASED °N �h �i T�I�}+ Jn4 },� / c SHEAR WALL REQUIREMENTS ,.•� FOR IN I ERIVR NONBEARING WALLS WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE EP - 16d NAIL AT 24" O.O. WITH NAILING SCHEDULE ENGINEER: (WFCM 1 b SBC HIGH WIND EDITION, 3,4,3,1, 1) NO GEiLING CENTER 2x BLOCKING (TABLE 31, WCFM HIGH WIND EDITION) 4 DIAPHRAGM ON SHEATHING JOINT t O W RAFTERS AND CEILING FR NAIL M M O.C. ON ALL F T. REQUIRED FRAMING MEMBERS AT PANEL /�Q�y r 's JOISTS OR APPROVED 15/32 WOOD STRUCTURAL PANELS S/ o PEy T BU F ,F• EDGES AND 12" 0.4 ON ALL � F (( 9 -wna,.I1.Tr.nl ?(".• In - ROOF TRUSS D 11 " BASED ON SHEAR AL LFRAMING MEMBERS NOT AT REQUIREMENTS PANEL EDGES r � I TOP PLATE- (b) INSIDE CORNER DETAIL TZ 2 TOP PLAT SECOND STORY S 0 SEE DRILLING AND FQ NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING °qoFav JOIST 15 PERMITTED TO PREFERRED METHOD JEFFREY ESSIUNR, P.E. •. - BE CUT OR NOTCHED 1,'., FLOOR JOIST- BETWEEN THESE LIMITS TOP PLATE$ WALL STUD- TOP SEE DRPLI-ING AND BOTTOM PLATE SEE DRILLING AND NOTCHING PROVISIONS NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 WFCM SECTION /3qN I/3 SPA 1 I JOIST ENDS TO BEWALL ~ z � 0 T BLOCKED AGAINST WALL W Q Z STUD 5 ROTATION IN ACCORDANCE ROOF FRAMIN DOUSILE TOP PLATE 4" WALL 4' WITH'WFGM 3.3.1.3-END RESTRAINT _ W W — FOR BLOCKING AND 3.3.1.4 BRIDGING W z IL BORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING QIAMETBR 40% CTJ OR BLOCKING SEE WFCM SECTION 3.3 rya = Q QF STUD DEPTH 21" CLEARANCE 30" �/� �[ BEARING PLE S o9 TYPI AL V J Q � A WALL CONNECTORS IN 0.EAIxANCE 5/8" MIM. TO EDGE TIzeNT eF REQUIRED oPe�lx� F_ HEADER N Ill O A AlI CLOSET 5/8" MIN. TO EDGE LAP JOIST 3 IN, MIN. II LAVATORIES z - BOTTOM PLATE I WATER L_ Q 4F- Q BAND JOIST SHOWER 1_ - NOTCMIST NOT EXCOR BLOCKING FULL LENGTH H EED Q z WALLOR BIDET W Q 4 . *4 OF STUD DEPTH JOIST i HEADER STUDS WALL STUDS 15 IS WALL � `H NOTCAES SHALLLL NOT BE SI -LATE O Q Q o MOPLUE ONE-THRID . . NOTE. CRAWL SPADE . UPLIFT CONNECTION IS REQUIRED IF HOE IS BETWEEN 40% AND 60% OR BASEMENT SUBFLOOR ---------------------_-_ 'AT EACH END OF HEADER AND TUB �y��� OF STUD DEPTH THEN STUD MUST BE FOUNDATION i AT BOTTOM OF HEADER STUDS IN OcomD`HOLLEb T^ MOR DOWBLE AND NO MORE THAN TWO +1� i `--N�JiUPLI�( I I ADDITION TO GONM'EGTORS AT _ rE LoC'rIIEV ft THE SAME S11CCV:65VE STUDS ARE DOUP.S-U WALL STUDS AND AT TOP AND " ORCISS SECTION OF C', OR ANO SO BORA RPP IP j BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE NMCW tN STUID q I I q JL4 TJB PLATFORM FRAMING INTERMEDIATE NotCMIING AND > lO ED HOLE LIMITATIONS MARMG WALL Foie nq@!�10R WALLS AND SEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT ;n- AGE : WATER CLOSETS tWFC:t 1 19W SBC WIGW WIND EDITION, 3,4,1,1,1? CONNECTIONS FOR OPENINGS FIGURE R301,2 1 of 2 MINIMUM FIXTURE CLEARANCES The design of this structure is based upon the prescriptive approach using the GENERAL NOTES' 1,All work shall be performed In accordance with all slate, (TABLE 3.8 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILING SCHEDULE Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Fares municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper Association (1995) having jurisdiction and best standards of construction Non-structural elements are basad upon The New York Stats Residential Code-January 2003 1120 MPH 3-SECOND GUST • 100 MPH FASTEST-MILE WINp SPEED [PER TABLE R3-L2.1.3ll (TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. Thepraticis Am The l work en Inskiturperformed of Architects Conditions shall apply All non-engineered lumber to be Douglas Fir 12 or better to all work performed on this pmjecL SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind nCrift tion SOCtlDan R30L2.1 2 The Contractor shall verify all conditions at the site. Any (SEE NOTE U (INCHES, O-CJ OR PANEL SIDING FOR 8d COMMON NAILS s JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING DesigFasten ng Schedule Fo R301 2.1 1 (See Table R301 2.1 2 for Wind-Borne Dabne Protection discrepancies must be brought to the attention of the Engineer (SEE NOTE 3) (INCHES, O.C,) Fastening Schedule For Wood Structural Petrels) prior to commencement of construction. The Contractor shall be E 6 (SEE NOTE 3J ROOF FRAMING Dead Load-Section R301 3 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE 16 Live Load-Section R801.4 except for hidden Job conditions. F 6 (SEE NOTE 3) RAFTER.TO TOP PLATE (TOE-NAILED) 4-ed PER RAFTER Light and Room Areas-Section R303 Minimum Room Areas-Section R304 3, Contractor shall guarantee to the Owner that all materials and CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-ed PER J0167equipment Incorporated In the work will be new,and that all work E 6 Salting on-SetionRHeight-Section R305 INTERIOR ZONE Ib Sankatlan-Section R306 will be of good n they,free from faults and cateof fora period p 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-Ibd EACH LAP of ane year Engineer the lett bof e final Certificate of Occupancy Toilet Belh and Shower Spaces-Section R307 4,The Engineer shell not ba responsible for the construction means, E 4 (SEE NOTE 4) CEILING JOIST LAPS OVER PARTITIONS !FACE-NAILED) Glazing-Section R308 9-I6d EACH LAP methods,techniques,sequences or procedures.or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS Garages and s arpe and est a Op precautions end programs in connection with the work,and he F 4 (SEE NOTE 4) COLLAR TIE 70 RAFTER (FACE-NAILED) 6-ad PER TIE Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to terry out Exits-$action R311 the work In accordance with the construction documents The E " NAIL 81-ACING AT PANEL EDGES (IN.) BLOCKING TO RAFTER BLOCK (TOE-NAILED) 2-ad EACH END Landings-Section R312 Engineer shall not be responsible for the acts or omissions by Ramps-Secflon R313 F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) the contractor. No changes shall he male In the documents RIM BOARD TO RAFTER (ENO-NAILED) 2-1666d EACH END 9tairweys-Section R314 and/orthe building as designed without the expressed written I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIM54ER EDGE OF THE ROOF, INCLUDING a FEET ON EACH Handrails-Section 8315 8 SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. WALL FRAMING 5consentTcontra Engineer, a° Guards-Section R316 5,The contractor end all subcontrectam shall melnlpin contiguous TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6Smoke Alarms-Section 8317 d l9EE NOTE IJ PER FOOT Insurance Coverage including statutory.pdiciea'(Worker Simpson Strong-Tle Foam Plastic-Section R318 Z TABULATED 12 INCH D.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING s, Flames read and Smoke-Section R319 Compensation,that a6mil etc.)and tomobiileflallry Iran daunt a MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.4RGL0.49, THE NAIL SPACINGS SHALL BE •. MT630C OR CSI6 Ib" TDP PLATER AT INTERSECTIONS (FACE-NAILED) 4-164 JOINTS - EACH SIDE P lase that$S million and automobile Ilepigty and damage Insulation-Section R320 coverege nodose than$2 million. The Engineer shall be REDUCED TO b INCHES O.G. : COILED STRAP STUD TO STUD (FACE-NAILED) 2-I6d 24" O.G. Dwelling Unit Saparetion-Section R321 a named Insured on any and all policies. Moisture Vapor Raterders-Section R322 B Provide 0.025"aluminum termite shields over fibrous 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING AT EACH ROOF RAFTER WWADER�TO HEAVIER (FACE-NAILED) I6d i6" O.G. ALONG EDGES Protection Against Decay-Section R323 Insulation at all perimeter site. MEMBERS WITH GT0.49. FOR FRAMING MEMBERS WITH 0.42R'iT0.49, THE NAIL SPACINGS SHALL BE USE B-I6d NAILS AT TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16tl PER 2.4 STUD Protection Against Termites-Section R324 7 All wood In contad with concrete or masonryto be Wolmanlzed REDUCED TO 4 INCHES O.C. EACH END Site AddresB-Sedion R32$ or pressure creosoted. i Accessibility-Sechon R326 3-load PER 2x6 STUD 6 A single decor smoke detector stern davits shall be Installed 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFT /TRUSS FRAMING m Flood Resistant Construction-Section R327 in each bedroom, on all flo°raand shell be all Interconnected per code. MEMBERS WITH G10.4S, FOR FRAMING MEMBERS WITH 0.421!GtO.49, THE NAIL BRACINC36 SHALL BE STUD TO ROOF RAFTER 4-I1 PER 2.9 STUD 9 All bathrooms without opemechanically ventilated reble windows to be mhanically ventil Foundations-Chapler4 REDUCED TO 3 INCHES O.G. BOTTOM PLATE TO FLOOR JOIST, SANDJOIST, ENDJOIBT OR BLOCKING (FADE-NAILED) 2HI (SEE NOTE t2) PER FOOT Design based upon presumptive load bearing values of Sandy gravel and/or gravel at 3000 pounds as per New York Bele Code. _ CONNECTION 1e Heating to he eratgneo 0 providedogma 70 degrees F with outdoor Sim eon Strom Tle ' per square foot, Contractor to consult Engineer if different Boll materiels are found upon excavation' designed air-IemperaWra of 0 degrees F. and 15 MPH wind. p g - FLOOR FRAMING or test hole,for alternative foaling and foundation wall design 11.All electrical work to be In accordance to the rules and GSI& H"COILED STRAP - JOIST TO BILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-ed PER JOISTFoundation Notes: regulations of the N Y B.F U. and a N Y.B F.U. certificate Is 16" O.C. USE 4-8d NAILS 'G"Anchor Bolts(SSTB 28)See chart on this sheet for spacing to be presented to the Owner at the completion of the job, AT EACH STUD, WRAP BRIDGING TO JOIST fTOE-NAILED) 2-8d EACH END 12 Plumbing Installation to comply with State and Local codes UNDER SILL PLATE 9"poured concrete foundation well, mi high, 30001 test and the sewage disposal system to meet Health Department standards. - DLOC#CNCy,TO JOIST (TOE-NAI)-EDJ 2-Sd EACH END Minimum depth-Sectionconcrete 403.1.4,tin minimum coverage to lop of footing 13 Do not scale drawings. Usefiligurns - 16"x B"poured cancreta walldert(or 3 ,4"x 1 test lis. ss and regulalons only. MIN OVERLAP 16 12° Q1CptlKING• TO 81W, OR TOP PLATE (TOE NAILED) 3-16d EACH BLOCK 2-1 '/."x 11 7/8"Microform Girder(or 3'f."% 11 7/8"Power Beam) 14, All work to conform to the rules end regultltiona of the New York NOTE: n Energy Conservation Construction Code. All glazed area to be double I o s 4"poured concrete floor slab with 6%6x110 mesh and vapor banner STRAPS MAT BE w LEDGER STRIP TO BEAM MAGE-NAILED) 3-I6d EACH J0107 Damp proofin at exterior foundation below rade-Sactlon R406 glazed end all exterior doors to have Insulated sores. o g 0 I&The Insulation protection as Indicated on these plans exceeds '0 PLACED EITHER F 30"x 30"x 12"deep poured concrete column footings,30001 test i m JdlbT ON LEDGES TO BEAM (1�DE-NAILED) 3-ed PER )0197 Deck and porch footings as noted,30004 teat,48"minimum bided depth the Code's minimum standards. 00 UNDER OR OVER 16.These drawings and ofthe Engine are Instruments herth ofecNlce and SHEATHING } F Foundation well to extend a minimum of 8"shove finished grade Ii'y,q(1D,JOIST TO JOIST (END-NAILED) 3-Ibd PER )0197 shall remain the adeisryofthe Engineerwhetherihaprojectfor All footings ting to 11 Gamed dowhigher to undisturbed r)e a which they are Mede is executed or not. They may not he used 00 ' 9ANp JOIST TO BILL OR TOP PLATE (TOE-NAILED) _ 2-I6d (SEE NOTE a PER FOOT No footing shell be set higher then a 30 degree angle from any other tooling an any other protest except by collar authorization of the Engineer ' CC Pour no concrete an frozen ground or In freezing weather 17.The engineer has not been retained for site supervision,on-side ° W ROOF SHEATHING Provide 3 W steel jelly columns inspections and certifications as required or requested by the owner, m Backfill shall not be placed against the wall until the wall has sufficient strength and has been contrector or local building department &TRUO'NRAL PANELS ad (SEE TABLE 3.8) anchored to the floor above, or has been sufficiently braced to prevent damage DIAGONAL BOARD SHEATHING by the backfill(Seaton R404 1.7) UPLIFT-CONTINUOUS PATH CONNECTORS I"xb" OR IN01" 2-Bd PER SUPPORT Floom-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS ' ' Floorframing shall be nailed in accordance with Table 31 WFCM HIGH WIND EDITION a t"x70" OR WIDER 3-8d PER SUPPORT Draftslopping-$action R602.12 FOLLOW PRODUCT SELECTION GUIDE AND Flrebitoppin -Bectiodon 8602.1502 13 INSTALLATION MANUAL FOR HIGH WIND RESISTANT , CEILING SHEATHING CONSTRUCTION CATALOG C-HW02 00 Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: G7SUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD %"OSB plywood subfioor,fasten per Table 3.1 WFCM ' r m NOTES Floor folsts:See Foundation and Floor Plans,spacing as noted WITH BEARING PLATE,SEE FOUNDATION , ' ' ' WALL SHEATHING NOTES FOR SPACING 0 , • Slm can Strom TIG Q Fasten per Table 3 1 WFCM' F' 9- nl 2-2x6 CCA sill with termite SILL PLATE shleld end Bill seal o° , ' C516 Il;" COILED STRAP STRUCTURAL PANELS ad /SEE TABLE 3.91 - c0 Finish flours per agreement LTP4 1B"O.C.. RIM JOIST USE:AT EXTERIOR PERIMETER ' '1 16" O.C. USE 4-86 NAILS NI FIREBOARD PANELS AND GARAGE/HOUSE COMMON WALL ' AT EACH STUD r Well Construction-WFCM Phial!b ptiv l d and USE 4 81 NAILS AT EACH END 00 "IIIb" 6d 3" EDGE / 6" FIELD Well framing end finishing shall he nailed end or screwed in accordance cosh 0 04 0 MIN OVERLAP 15 2l" 1l�, Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE- N 25/37" ed 3" EDGE ) 6" FIELD IY6 Pine Overhangfascia,noted SSP CONNECTOR AT I6"DC FLOOR TO FLOOR CONNECTIONS 11 r GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD Overhangs as noted USE 4 Bid NAILS AT EACH END --.i � r Aluminum vented soffits n1 X HARDBOARD ad (SEE TABLE 3.9) Aluminumgullereandlea0ers RIM JOIST TO STUD CONNECTION USE. SILL PLATE TO RIM JOIST AND `4 Z UL Siding See Elevations MTS 12, IV'O C PARTICLEBOARD PANELS ad !SEE TABLE 3.9) Tyvek housewrap RIM JOIST TO STUD CONNECTION fQ o 4 USE 4 Ed NAILS AT EACH END - 'A"OSB eheething, see fastening schedule,Table 3 1 WFCM � Q _ DIAGONAL BOARD SHEATHING 2x4 Studs @ 16"o.c.with 2n4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. 7,"Gypsum wall board MSE 4 36, i 6"O C. �- W O ' 1"xb" OR ]".a" 2-8d PER SUPPORT 5/a"Type XGWB In garage - S(m eon strong-TIB USE 4 Bd NAILS R EACH END p 9 c0 'A"MR GINS In wet areae FOR CANTILEVER CONDITION USE MT512, 16"O C. GSI6 Ike" COILED I/2° SPACING BLOCKING AT (Y rlT I"xl0° OR WIDER 3-8d PER SUPPORT -� 0- i' At least one window In each Isleepmg room shall comply with the exit requirements of section R310 USE 4 Bd NAIL$AT EACH END o 24° O.G. ALLOWS Note drilling and notching Ilmlilatlons in figure R602.6(1)for bearing walla STRAP WIN MIN 12" ALLOWS 1 ,� _ (0 FLOOR SHEATHING and figure R602.6(2)for non-bearing walls. OVERLAP AT EACH HOLDDOWN y,yy RAFTER TO STUD CONNECTION USE: HOLDDOWN cD CNI O STRUCTURAL PANELS Fallow exterior corner framing detail figure R602 10 5 MTS 12,EACH ROOF RAFTER STUD INSTALLATION SIDEWALL INSTALLATION ly V OR LESS ad 6" EDGE ( 12" FIELD Roof Assemblies-WFCM Prescriptive Method USE B I6d NAILS AT EACH END LL (rl Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) 1' ND GREATER THAN I" IOd b" EDGE / 6" FIELD Underlayment application(Section R905 2J) RAFTER TO RIDGE TO RAFTER CONNECTION USE ENDWALL 0 1•F CS20 USE 8-ad NAILS IN EACH END I For roof slopes of III units vertical In twelve(12)unite horizontal(17-percent elope), AT EACH ROOF RAFTER Hi -i DIAGONAL BOARD SHEATHING up W four(4)units vertical in Ilwe1ve(12)units horizontal(33-percent slope), undarlayment HOLDDOWN O o 0 -� W shell be two(2)layers applied In me following manner Apply a 19-inch (483 mm)drip of (PHD5) CORNER STUD H I"xb" OR I"x8" 248d PER SUPPORT undedeyment felt parallel with and starting at the eaves,fastened sufficiently to hold In place. PBS44A PDR EACH POST USEDECK PST TO CONCRETE 14EC6d NAILSE o CONNECTED TO I"x10" OR WIPER 3-ad PER SUPPORT Starting at the eave,apply 35-Inch-wide(914 mm)sheets of undedayment,ovedi pping ENGINEER: successive sheets 19 inches (483 mm),and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE: 0 TRANSFER SHEAR o 0 For roof elapse of four(4)urea vertical In twelve(12j unite PC44 FOR EACH POST 2-I6d COMMON I. ISAAA46 R @kEnl"ARE b"M ON WALL SHEATHING NAILED 0" ONtENTER AT TME PANEL EDGE IF WALL S, THING L• NAILED 3" ON-CENTER AT THE PANEL EDGE o HOLDDOWN NALS AT 10" N pF NEGy To egatNN Nowee, eNa aR CAPACITI9a,NAILING R lREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SLCA AS SHEAR PLATES, O (- I_ SHALL BE USED TO MAINTAIN THE LOA PATH. UndIca erlayment en In Highwind s R 905 eat i) r. (PHD5) ° ` r GIRDER TO DECK JOIST CONNECTION USE � QY T.@ Q 1 YNILTI WAtl a{IaATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERHITED TO BE RCDIICED TO -I6d RAIL PER FOOT. Fleshing(SBdlao Rg9a$2 6�9sdlan R 9052.7 2) MT$12 @EACH JOIST ® ® CORNER STUD Gj~P FP Gr✓� Chimney's and Fimspacea-C'hapmr 10 -2-I6d COMMON 9 GIRDER TO DECK JOIST CONNECTION USE' o CONNECTED TO Energy Effidancy-Chepler til,see attached report o NAILS AT 6° O.C. MT512 @EACH JOIST TRANSFER SHEARMe (TABLE 3.9 WFCM HIGH WIND EDITION) Mechanical-Chapter 12 n W WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE. FLOOR TO FLOOR CONNECTIONS- 2 a - Heating and Cooling Equipment-Chapter 14 S M _ (120 MPH 3�3ECOND GUST . 100 MPH FASTEST-MILE WIND SPEED (PER TABLE R3-1.2,1.3ll Exhaust$ystema-Chepmr 15 2-AC4 -USE 14- 16d'NAILS F 7349 STRUCTURAL SHEATHING MAXIMUM NAIL SPACING DudSyatems-Chapter l6 PORCH POST TO GIRDER USE 2-AC4 CANTILEVER CONDITION SHEATHING LOCATION STUD SPACING Combustion Air-Chapter 17 USE 14- 16d NAILS JEFFREY P.E. (!SEE NOTE U ONCHES. C.C.) OR PANEL SIDING FOR Bid COMMON NAILS Chimneys and Venta-Chaptalr lid (SEE NOTE 3) (INCHES, D.C.) Plumbing-PartVll PORCH ROOF RAFTER TO GIRDER USE: 3/4° MINIMUM m E 6 MTS 12 AT EACH ROOF RAFTER BP -e 4' EDGE ZONE 16 EDGE DISTANCE F z (SEE NOTE 2) HOILD DOWN BRACKETS AT SHEAR WALL CORNERS, d INTERIOR ZONE 16 E b LU F 17 AND WINDOW AND DOOR O-PENING5 �2LLI to E • NAL SPACING AT PANEL EDGES (IIIWFGM FIGURE 3, la •}. Ib) VJ z Q o F F NAIL &PACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie J z i. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT 0210 2X6 REOUIREMENT9 SHALL BE USED. AT EACH RAFTER 4 Q IK U Simpson Strong-Tie 4-IOd x 1 1/2" Q W 2, TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHF_D TO STUD FRAMING AC4 13 ' MEMBERS WITH OkC.49. FOR FRAMING MEMBERS WITH 0-421Gt0.49, THE NAIL SPACINGS SHALL AT EACH POST NOTE: d Q n1 BE REDUCED TO 6 INCHES O.C. ATTACH LEDGER TO FRAMING RIDGE TEN51ON STRAP MEMBER WITH 2-1/2" X 5" LAG cs20 USE a-8d NAILS _ y, FOR 9XWI�,RANSL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED SEE PLAN IN EACH END AT m FAR COMMOM i4AW.b. BOLTS AT I6° ON CENTER EACH ROOF RAFTER 0 O LU p o •9( Simpson Strong-Tie d4 0 O (TABLE 3.2A WFCM HIGH WIND EDITION) •O • U210 2X6 � SILL OR BOTTOM PLATE TO FOUNIDATiON ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS AT EACH CEILING JOIST z Q 4-IOd x 1 1/2" RAFTER MAXIMUM ANCHOR MAXIMUM ANCHOR a " FUIPP ATION BRACING WALL PERIMETER > ANx.6YOFR BOLT GONNECYtON BOLT SPACING CSN.) BOLT SPACING (IN.) SUPPORTING EDGE NAIL SPACING (;N.: %'2" A'VGHOR BOI (5/8' ANCHOR BOLTS) d O > Sa L PLATE TO FOUNIDATVN S-ORY 46 T2 T• Simpson Strong-Tie e ICRAG,L SPACE OR BASE�+En4T1 ; STOR E4 A-- ,, 36 2" MINIMUM ••.. U210 2X6 4> SIDECOVER • "S"} AT EACH DECK/PORCH JOIST 11111E Simpson 54ron0-TIB •` 4-I0d x 1 I/2" PAGE . e 1sAG4 JI PLATS TO FOu'uGA'S.n. = 19 2a PBS44 __ g-OFx�y AT EACH P05T FOOTING 5lmpaon Strong-Tee _ AI b 6 TYPICAL PORCH/DECK SSTB28 WITH BP RIDGE TENSION STRAP DETAIL 2 Of 2 NOE- Ire • `1AX " FROM. III CORNER AitC EACH 61F11iAC4G-- I' E SER'ILA-E By 5:r SC'N SEE DE74_ � PORCH COLUMN CONNECTIONS LEDGER CONNECTIONS ANCHOR BOLT DETAIL IV TABLE R30,1.4C>9 G 3fT lA# ITHeSE PL4NG ARE NNCOMPLETE WITF'IOUT 011TAIL SHEET& (ADDENDUM TO DRAWING' SET)- OPENING PROTECTION BY *` . wCOO STRUCTURAL PANELS WINTER ICE SHIELD MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) PERSUANT TO 1609.1.4, SEE GROUND ,. SEISMIC F1q©� USE/ FASTENING SCHEDULE ON 4NOW SpmD EXPOSURE bEOIGN LEGE - DESIGN UNCERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF -' LIVE LOAD DETAIL SHEET IN THU5 SET LOAF HJ GATAGORY ATA46?RY -.wEATWRRIN'G DEPTH- ', TERMITE ' DHGAY TEMP REQWRED _ HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION i''� ~ UYfi M' TE SF.IGHT ' FROM (SSS' PERIMITER EDGE ZONE • 31.2 p6 'EDGE TONE • 29.1 psi FIRST FLOOR • 1080 SOFT, EXT$21OR E3ALCONIEB 60 II YIN 40 pN 20 pN Ra I9',' TYPE V DECKS 40 WE DETAIL eNEE'f FOR 48 pK 12D B C SEVERE Si° T© WMYY MODFRA, RRn MAPS INTERIOR ZONE • 236 p./ INTERIOR 20NE • 24.L pY' SKOND FLOOR • lOO2 SG.FT. PASSENGER VEHICLE GARAGES SO HIGH WIND CONNECTION ATTICS WITHOUT STORAGE 10 RO&WIREMENTQ ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SI.WPING ROOMS so i STAIRS 40 ` GUARDRAILS ANP HANDRAILS '200 I wl RIM i - - - - �p yt SSI w. ei 6 1Y r, ' OPENING F"OTECTION ST OD OTRhTUIF,AL PANNL6 � " WO I - PEReUANT TO 1604.1.4, SEE i FASTENING SCHEDULE ON , a j DETAIL SHEET IN THIS SET .I i BEE OFTAIL SHEET FOR _ I 18" DIA x MIN 4e" D REOUIREMENT6 1 - HIGH WIND CONNECTION TO UNDISTURISM 601E r P.C. PIER WITH 6x6 GOA 1 ! POST TO DECK GIRDER. ANCHOR PER DETAIL , BHEEi, TTP. ' LINE OF DECK ABOVE I ��F CCA . GIRDER'. :9-AS GGA B.U. GIRDER ' ilU 8 i y ]xl0 RIDGE II WO RIDGE RAFIERS i CDXiSHEATHING15- FELT - \� m m i w '+r`• i i 12 ASPHALT ROOF SHINGLED '" 4I� CONT RIDGE VENT 1 D ' a • w-` --_`• , AB C.J. 16" QC. { a _________________ TOP OF GIRDER - - - 32xe GIRDER Illi 1 my 1 I`r ID ' dIx111 ] », I I I 9x5 COLONIAL i'•,3-A6 OCA B U. GIRDER, --•,3AB CCA BA. GIRDER �F`, i PROPOSEDPORCH POST lei- - - --'�'-Lir--'- ----� , i o COVERED DECK , TTP. p� 'r m TO 76" a GCA'$.t R01i 67 TOP OF DECK — w U i GRADE IO 9" i 27,0. I , I I I • LL � i 2.10 CCA w/ ]x2 LEDGER, BOLT IB' DIA x MIN 4B" DEEP TO UNDISTURBED SOIL ' ' P.G. PIER WITH 6x6 CCA `-'--' `----' EXI5TIN5 EXISTING i EXISTING POST TO DECK GIRDER. I ANCHOR PER DETAIL i SHEET, TTP. SECTION B-B I Uj 1 m SEE DETAIL SHEET F OR HIGH WIND CONNECTION REQUIREMENTS 1 . 1 1 EXISTING i 'EX16TJNG (11 - HHH���iii � EXCAVATED CELLAR i UNEXCAVATED CGARA4E J — I Pi i } Q Xzu. , 2a I , I n, 1 a II 1 1 , I 1 ATTIC al � EXISTING _ 7, I cN W TOP OF PLATE 'tF'�fF`Y �O i Iii I 1I ; , 1 I 2 2 I BEDROOM 113 CL. BEDROOM •Z i EXISTING EXISTING A FE sl 1 ; 1 JEFFREY T. 15UTI JW1 P.6 I ' l — - — TOP OF SUBFLOOR ' 1bm r I • '��` '�'` '�_` '+_•• i i '•• — - — TOP OF CEILING B 1 n-f- F-°-i- - k-O---------------------k-0-4- I w ¢ w f(, 1 I Wy Q } ,�•, I � KITCHEN FAMILY ROOM `-------- EXISTING EXISTING " I z Y PROPOSED DECK �n FOUNDATION PLAN, zSMOKE U CTOR INTERCONNECT PER CODE TQ "° — - — TOP OF SUBRCOR E ` — - — TOP OF FOUNDATION {n y AO GLA D.J. `' • .69 y � JA 1 I CELLAR •N', X11, EXISTING - � o - — TOP OF FOOTING •ter ry'i SECTION A-A PAGE 2 of 3 ' a - s^ wrf„ IF 1,,4 , I OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERwANT TO 160S,L4, SEE - —��— FASTENING 6C14EDUL€ON S DETAIL SWEET IN T1416 SET .I rr% GL i� SEE DETAIL SHEET FOR - HIGH WIND CONNECTION OR�gU1REMENTB :. W_I.G• BEDROOM 04 BATTH, EXISTING IXISt61G BEDROOM 9398 r EXISTINGGL• EX'ISNNG LN- 41 , . ' I� w MASTER BEDROOM . . EXISTING EXISTING 1 ________ ___------ -------------------------- 3F" _____ _________'___;3.]x8 GIRDER qAT41 1 I WZy1 y I �.y5 QQI I L 1 ; 1 j FI FI R R 0 I pK PO COLONIAL I 1 G Y DECK W STAIR AND RAL PER CODE ( M PORCH POST, TYP. • .I" BELOW IR6i FLOOR �� FROM UPPER DECK 4if q ` , J i I TO LOWER DECK ,SY( SECOND FLOOR PLAN I O b° CED 'U 1 /6/4"XCEDAR DEOKXNG 1 II ; UPPER DECK1 ' • 4" BELOW FIRST FLOOR tr. O I I i EXISTING EXISTING 1, e-- --� i EXISTING EXISTING I /j OPENING PROTECTION Br N wDero STRUCTURAL PANELS FAMILY ROOM BREAKFAST KITOHEN �? PERSUANT TO 1601"1.4, SEE EXISTING EXISTING - ° V EXISTING ; DETAILING SCHEDULETIN THISET �pF NE T a >A ' DETAIL,6H6ET 64 THIS 067 �r •` Y FPEY L B[,r��O,P� I SEE DETAIL SHEET FOR HIGH WIND CONNECTION POWDER 2N RECUROMENT6 i EXISTING O A gOfESS10NP� - - - - - - - - 4WFRgY T- ,SWT , f,'£ LIVING ROOM EXISTING SS li DININIG ROOM ' I I EMISTING EXISTING T - ` b' I I r � I FOYER CL. rI h EXISTING © g'yypp EXVING EXISTING EX \ EXISTING EXISTING W . a COVERED PORCH LL -' EXISTING I FIRST FIAT FLAN EE COVERED DECK AREA = 318 SQ.FT. OPEN DECK AIRFA 514 6Q..FT. �Ad r 0 _ �.6. a FACE OF FOOTING I� 2x4 CONTINUOUS ^� LATERAL BRACE AT 6' O.C. TABLE 1609.1.4 j WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUBS OR CEILING J015T FOR WOOD STRUCTURAL PANELS 2-I0d NAILS f` FASTENER SPACING 1 GABLE END TRUSS i 2 FEET 4 FEET 6 FEET- PANEL U PANEL SPAN 5 PANEL SPAN < PANEL SPAN < fP,aN�C 8PAN ' m FASTENER TYPE u < 2 FEET < 4 FEET < 6 FEET <. 8 FEET " 1 1 P!v 2 /2" •6 16" 991 WOOD SCREWS 6° 12" 9" . ' ^7 ol -� NAILS WOOD SCREWS IS, IR," 16" 12" l 4' �\ W/3 BUT NERD NOT N .G. a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND !) ,r act OCCURS! NAILS AT 101 O EXCEED 40 FT. MAX. MEAN ROOF HEIGHT OF 33 FEET OR LESS. 2"X4" BLOCK NAILED TO EACH b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. i H/2 BUT NEED NOT BRAGS WITH 4-I0d NAILS C. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. EXCEED 15 FT. MAX. - " GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE /� ATTACHED UTILIZING VIBRATION-RES15TANT ANCHORS HAVING A MINIMUM Ed COOLER NAILS AT V O.G, 20 GAUGE STRAP WITHDRAWAL CAPACITY OF 490 POUNDS. ' e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (11.1 m) - ION3d NAILS - AND A MAXIMUM OF 8 FEET (2430 mm). S ' , T. PANELS SHALL SE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED. 9. TABLE FROM SBGGI - 1999 EDITION. FIGxURF 8403. 1.7.1 ENOWALL STUDS GA>F3LE ENDWALL BRACING tI , I (WFCM FIGURE 3.roaJ y x . r, I EXTERIOR OR BEARING TOP PLATES ENDWALL GIST STUD A A. NOTCH GREATER THAN 56% OF THE PBLOGKINLATE WIDTH BLOCKINGI BORED HOSE MAX uj GYPSUM BOARD 16d NAIL AT 24" O.0 OF STUD DEPTH 16 GAGE lQCRO AND 1.5° WIDE METAL TIE ACROSS AND TO EACH SECTION A-A - 6/8" MIN. TO EDGE SIDE OF THE NOTCH WITH B-Ibd ' NAILS EACH SIDE 5/8" MIN. i0 EDGE WOOD STRUCTURAL PANEL a "' INSTALLED IN ACCORDANCE /� N/� T y 0d NAIL AT 6" O.G. : ) NOTCH MUST NOT EXCEED G TOP PLATES FLOOR BRACING A " END BAYS �/ TIABLE 13,1NG SCHEFM DULE W1NA EDITION) (ALL PANEL EDGES) 4a% OF STUD DEPTH fWFCM FIGURE 3,l J PPE MEI-�5ERS NOT AT ad NAIL AT 12" O.G, ON ALL PANEL EDGES BOREp HOLES SHALL NOT (4) OUTSIDE CORNER DETAIL ad NAIL AT 4" O.G. {� BEL CATBP IN T,F$ SAME uk1 r t { CRS SECTION OF OUT ORpp N0l IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING ad NAIL AT 6 O.G. GYPSUM BOARD fl 21 (ALL PANEL EDGES) 1 �1�I tTDAING AND BOfjEED HOLE LIMITATIONS ( - NAILS BASED ON _ _ ) SHEAR WALL REQUIREMENTS ,1P FOS INTERIOR II40NBEARING WALLS WOOD STRUCTURAL PANEL TLLEfWFGh'I I'9l SIBC HIGH WIND EDITION, 3.4.3. 1. 1 ad NAIL AT 24" O.C. WgHANAILDNG IN SGHEDULEANGE NO CEILING (TABLE 3.1, WCFM HIGH WIND EDITION) DIAPHRAGM CENTER 2x BLOCKING Oc IYslpCl ON SHEATHING JOINT f RAFTERS AND CEILING REQUIRED ad NAIL AT 6" O.G. ON ALL JOISTS OR APPROVED FRAMING MEMBERS AT PANEL 'tP FFPEYT BuT CA ! 15/32 WOOD STRUCTURAL PANELS y ROOF TRUSS EDGES AND IT' O.C. ON ALL �F ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON 914EARWALL REQUIREMENTS PANEL EDGES TOP PLAN SECOND STORY TOP PUATE- (b) INSIDE CORNER DETAIL 22' SEE DRILLING AND N e QS NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING EXTERIOR CORNER FRAMING op 93 JOIST IS PERMITTED TO 9pffSS10NP ;- BE GUT OR NOTCHED PREFERRED METHOD TOP PLATER, FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD-, SW DRILLING AND BEE DRit'll AND BOTTOM PLATE CHiNG "O VISIONS NptGHING PROVISIQNB ISIONB �F Ul SECTION 3.4.1.1.1 9 WFCM SECTION 3.3.1.1 14 1/3 PAN. /y JOIST ONDS TO BE ut STUD 0+ BLOCKED AGAINST WALL 4 211 WgLL ^r ROTATION IN ACCORDANCE ROOF FRAMING—, DOABLE TOP PLATE 4.. WALL 4„ WITH WFCM 3.3.1.3-END RESTRAINT _ 1 FAR BLOCKING AND 33.1:4 BRIDGING "uj .o BORED HOLE MAX TOP PLATE BAND dt?I6Y AND BRIDGING Lo DIAMETER 40% OR BLOCKING SEE WFCM SECTION 3.3 cj� OF STUD DEPTH me t� N (Iri w � BEAR 5/B" MIN. TO EDGE PIG 21" CLEARANCE R PLE s OR, TYPICAL N - tal 30 C/D M WALL CONNECTORS _+ Q' HEADER 24" CLEARANCE REQUIRED IN FRONT OF 5/13" MIN. TO EDGE A A LAP JOIST 3 N. MIN. OPENING BOTTOM PLATE LAVATORIES per. NOTCH MUST NOT EXCEED BAND JOIST WATER SHOWER T 25% OF STUD DEPTH OR BLOCKING FULL LENGTH CLOSET NOTCHES SHALL At BF 1 J018i HEADER STUDS WALL STUDS WALL OR BIDET LOCATED IN MIDDLE ONE-THIRD BUBFLOpR -------------- - UPLIFT CONNECTION IS REQUIRED - 61LL PLATE WALL NOTE OF STUD LENGTH __-I___ i__ IF HOLE IS BETWEEN 40% AND 60% CRAWL SPACE ???fffiii OR B4%p,EMENT BORED HOLES SHALL NOT OF STUD DEPTH, THEN STUD MUST BE AT EACH END OF HEADER AND DOUBLE AND NO MORE'T14AN TWO FOUNDATION ♦ AT BOTTOM OF HEADER STUDS IN BE LOCATED IM TklR SAME ' i i ADDITION TO CONNECTORS AT "' r CROSS SECTION OF CUT OR SUCCESSIVE STUDS ARE DOUBLED ' 1 Gfji�NHO �' 13q I + AND 80 BORED R��1NR BOTTOMOFCRIPPLES P AND 21" CLEARANCE 21" CLEARANCE -'* '� 1 >, NOTCH IN STUD 14 G, PLATFORM FRAMPIl INT!F4MEg1ATE I: 1' N NG AND SO'RED HOLD LIMITATIONS r � H 8 .1111111l WALL r IT' FOR IEXLFRIPRWALLS AND PAARING WALLS Tl''PIG�.' WALL, FL OQR ANP !!OOF FRAMING TYPICAL FRAMING ANO UPLIFT fWFCM IM SSC HIGH WIND EDITION, 3.4.1.1.1? WATER CONNECTIONS FOR OPENINGS FICsURE R301,2 GATS Q MINIMUM FIXTURE CLEARANCES - ooa:.-• t�, 7 The design of this Structure Is based Upon the prescriptive approach uei the GENERAL NOTES' �D g p PP � 1.All work shall be performed In accordance with all state, (TABLE 3.8 WFCM HIGH WIND EDITION) I2O MILE PER } TOUR ZONE - NAILING SCHEDULE Woad per sConation ah Manual,High Wind Et101an (WFCM)published by The Ama fan Forest municipal,local zoning anti bullring codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS end Paper Association. (190.5) having jurisdiction and best standards of construction Non-structural elements are based upon The New York State Residential Cads-January 2003 noUos (120 MPH 3-SECOND GUST ° 100 MPH FASTEST-MILE WIND SPEED PER TABLE (TABLE 3.1, WFCM HIGH WIND EDITION) Far the Climatic and Geographical Design Criteria,see Treble R301.2(1)ren cover shapt. 'Ire gliradvan,InMltute of Architects Conditions shell apply Allnon•eng(l± nsr8IuOm 831.2.1 ere Fir fl?ar batter SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Wind LlmitAfhnS�$ilbin RR 1.2.1 t a Theall Co pmeltor shall onerif project.con OR PANEL SIDING FOR Ed COMMON NAILS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Cgterle-Ssdlbn R301.2.1 1 (See Tgbl9 R301.2.1.2 for Wind-BomaDebna Protection 2 The ancies mustb brought to the Stantonf the. Any (SEE NOTE a (INCHES, O.G.J Fastening Schedule Far Wood Structural Panels) prior must be brought c est the eeThe of the Engineer (SEE NOTE 31 !,(SEEN, O.C.) , ROOF FRAMING Dead Load-Sedim R301.3 prior to gomrmndempraaf construction. Tisa Contractor shall be E „ reWpondinalorabandons not reported once he has started work 4' PERIMETER EDGE ZONE I6 6 (SEE NOTE 3) ° LiveL nd-Beclker R301A excaptforhlddenjob condlNons. F 61 (SEE NOTE 3) RAFTER TO TOP PLATE (TOS-NAILED) 4-ad PER RAFTER Light and VanmW Tempt- dlon n R31 3.Contactor shell guarantee to the Owner that all materials and Minimum Room Arosn 8306 R304 equipment Incorporated E 6 CEILING JOIST TO TOP PLATE )TOE-NAILED) 4-Bd PER JOIST Calling Heigh-Samba R306 P ry ted in the work vrlll'he new,and that all work INTERIOR ZONE 16 Banllallon-Section R306 will be of good quality,free from faults and defects for a period p 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RARER (FACE•NAILED) 9-I6d EACH LAP Tolle)Beth end ShOWar Spaces-Section R307 of one year from the date of the final Certificate of Occupancy Toilet Bath and R308 4.The Engineer shall not be responsible for the construction means, E 4 (SEE NOTE 4) CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-1616 EACH LAP GlaziGarages and Carports-Section R309 methods,techniques,sequences or procedures,or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS COLLAR TIE TO RAFTER (FACE-NAILED) 6-ad PER TIE Emergency Escape and Rescue Openings-Section R310 precautions and programs In connection with the work,and he F 4 (SEE NOTE 4) Ekaa-Sddlan R311 shell not be responsible for the cantredore failure to carry out E " NAIL 6PACING 4T PANEL EDGES (IN.) me work In accordance with the construction documents The F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) BLOCKING TO RAFTER )TOE-NAILED) 2-ed EACH END Lamps-S-Seon llil Engineer shall not he responsible for the acts or omissions by Rempery"a n R3R3 the contractor No changes shall be made in the documents ' RIM BOARD TO RAFTER (ENO-NAILED) 2-166 EACH END MaoWnStalinvsys-Section 8314 and/or the building me designed without the expressed written 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH •° Mendrags-Section R316 WALL FRAMING Guards-Sectio R316 5 Thecofthe Enginor and all SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ° 5 The contractor end all subcontractors statutory shell maintain continuous • ° Foam aka Astic-Secdon n 3317 g g typ011dee(Worker 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Simpson Strong-Tie TOP PLATE TO TOP PLATE (FACE-NAILED) 2-166 )SEE NOTE U PER FOOL Insurance coverage Includin eatum ' Faem Plesdc-Section R318 Compensation, etc.)and general(lability in an mount not _ TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE Flame Spread and Smoke-Section R319 leas that$6 million and automobile liability and damage MEMBERS WITH INCHES . FOR FRAMING MEMBERS WITH 0.42LGT0.49, THE NAIL SPACINGS SHALL BE •° MOILED OR CSI6 lig" Insulation-Section R320 REDUCED QO 6 INCHES O.G. Dwelling p coverage not leas than$2 million. The Engineer shell he •� COILED STRAP STUD t0 STUD (FACE-NAILED) 2-166 14" O.C. g Vapor r 4terd n•Sect lio R321 a named Insured on any and all policies. AT EACH ROOF RAFTER Moisture Vapor ReeMarwSection 8322 6.Provide 0.026"aluminum termite shields over fibrous 3. TABULATED 6 INCH O.C. NAIL SPACING A55UMEB SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING HEADER TO HEADER !FACE-NAILED) I6d 16" O.C. ALONG EDGES Protection Against Dacey-Sectlor,R323 Insulation at all pedmetair sills. MEMBERS WITH G)0.49, FOR FRAMING MEMBERS WITH 0.42CGT0.49, THE NAIL SPACINGS SHALL BE USE 9-16d NAILS AT Protection Against TarmAss"Sadion R324 7.All wood in contact with concrete or TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2.4 STUD Site Address-Section R326 masonry to be Wolmenizad REDUCED r0 4 INCHES O.G. EACH END AocssslbgOySecdoh R3g6 or pressure creosoted. 3-I6d PER 2x6 STUD Flood RealstantConatmctlon-Section R327 8. Amin Mahon smoke defector alarm device shall be Installed 4. TABULATED 4 INCH O.O. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING in sari) adroom,on all fiaoe and%hall be all interconnected per code. MEMBERS WITH G7C.49, FOR FRAMING MEMBERS WITH 0,42TGTO.4% THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER 4-I6d PER 2xa STUD B,All bathrooms without operable windows to be mechanically ventilated Foundalione-ChaphI REDUCED TO 3 INCHES O.C. s,� BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE-NAILED) 2-Ibd ($EE NOTE Ip PER FOOT Deelgn hnac upon pres0mptive load bearing yalUea of sandy grevalrend/or gravel at 3000 pounds as per New York State Cade. CONNECTION apple 10.Hsstingto be daegned to provide 70 degrees F.with outdoor SIm eon Strom -Ole I_r Square foot. Contractor to consult Engineer a different Boll materials are found upon excavation, designed almtampprotUre d 0 meBreas F.end 15 MPH wind p Strong FLOOR FRAMING or tial hole,for altemetive foaling and foundation wall dsslgn. 11.All electrical work to be In accordance to the rules and CSI6 IN"COILED STRAP - JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILEDJ 4-ad PER JOIST Foundation Note%: mijudstlons df the N.Y.B.F.0 and a N.Y.B.F.0 certificate Is 16" O.G. USE 4-Sd NAILS , Al Anchor Solts($ATB 28)Bee chart an this sheet for spacing to bepropentedto the Owner at the completion of the job. AT EACH STUD, WRAP BRIDGING TO JOIST (TOE-NAILED) 2-Bd EACH INC) 12,PIum6ing Installation to comply with State and Local codas B"pound depth-Sedan Wel, 8'0" mmu cover teat and the sewage disposal system to most Health Department standards. UNDER SILL PLATE BLOCKING TO J016T (TOE-NAILED) 2-ad EACH END Minimum dspih-6eugon 403,14,48'mlMmum aoverogeto tops}ootlng 13. do not scale drawings. Use figure dimensions only MIN OVERLAP IS 12" 16"X 6"poured concrete wail footings,300001net 14.All work to conform to the miss pad regulations of the New York NOTE BLOCKING TO BILL OR TOP PLATE (TOE NAILED) 3•I6d EACH BLOCK 2-1 %"x 11 7/6"Microlam Girder(or 3 Y4 x If 7/B Power Seam) EnergyConservation Construction Code. All lazed area to be double ,01. 4"poured concrete flow W ab With 6XSmsa10 mash and vapor barrier, g STRAPS MAY BE LEDGER STRIP TO BEAM !FACE-NAILEDJ 3-16d EACH JOIST Damp - glazed end all ion pr r moon to have Insulated edot cone, , a P p"x 12'd ep pouried cone on below grodtrn s,30 R40fiPLACED EITHER 16.The Insulation protecNan as Indicated on these plans exceeds 0 It 30"k 30"X 12"deep pound aonoren column,48" in 3000#test 0 g UNDER OR OVER i •• al JOIST ON LEDGER TO BEAM )TOE-NAILED) 3-Bd PER JOIST the Code's minimum standards 0 Dock end porch to eatenootings ss Hind, m Of So be"mlalmum burled depth 16.These drawings and specifications are Instruments s Service and SHEATHING s L 9 FOundeOan wall to extend a minimum Of B"ebovedlnbhed erode '0 BAND JOIST TO JOIST (END-NAILED) 3-I6d PBR JOIST shall the are made is execute Engineer not b eused 0 All fgdtieBs to be gseied dowmto-unillswdfad pail � $ BAND JOIST To BILL OR TOP PLATE (TOE-NAILED) 2-I6d /61 NOTE U PER FOOT No footing chat)be higher,than a 30 degree angle from any omen footing which they are made is executed or not. Tney may not be used 00 ^' Pour no concrete on frozen ground or In freszing Weather on other prated except by written authorization s the Engineer , 17.The engineer has not been retained for site supervision,on-site 0 ROOF SHEATHING Provide 3 X"steeply ed garins Inspections and certifications as required or requested by the owner, ' Bn chor sisal rte to raped ,or has the wall until the wall has sufficient damage and has been contractor or local building department. STRUCTURAL PANELS td (SEE TABLE 3.BJ anchored to fila boor show,or has heen Sufficiently braced to prevent damage l ' by me beckill(Section R404.1.7) UPLIFT-CONTINUOUS PATH CONNECTORS DIAGONAL BOARD SHEATHING s I"x61" OR I°xW, 2-ed PER SUPPORT Floors-WFCM Prescriptive Method - Floor framing shell be nalled In accordance With Table 3 1 WFCM HIGH WIND EDITION USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND PXIO" OR WIDER 3-ad PER SUPPORT Ore6atppping-6aotlan Rb02.112 INSTAVL TION MANUAL FOR HIGH WIND RESISTANT Flrabladdng-Section R50214 CONS RUCTION CATALOG C-HI 00 CEILING SHEATHING Floor Construction: 00 ANCHOR BOLTS IN FOUNDATION USE: GYPSUM WALLBOARD 5d COOLERS �" EDGE / 10" FIELD %"OSB plywood WUbMoor,!seam per Table 3.1 WFCM ' , • tk9 ' SSTEII WITH BEARING PLATE,SEE FDUNDATI°N U�Er Floor r,par See Foundation3.1WFand Floor Plana,sparing as mated NOTES FOR SPACING 0 Simpson Strom Tle WALL BREATHING Foeten per Table 3.1 WFCM 0 p 9- • T AEXTERIOR 2-2x6 CCA a111 with termae shield and sill seal 0 CSI6 114" COILED STRAP - (') ' STRUCTURAL PANELS ad )SEE TABLE 3.9J Finish boon per agreement SILL PLATE T USE: saw LTP418"O�C AT EXTERIOR PERIMETER ' 1611 O.C, USE 4-Sri NAILS FIRESOARD PANELS Method AND GARAGE/HOUSE COMMON WALL ' 1 AT EACH STUD Wel Cani g atian-WFCM Prell be M ad USE 4 a NAILS AT EACH END 00 T/16" bd 3" EDGE / 6" FIELD Well framing and finishing slipLbe nYlletl end or screwed in accordance corm Op MIN OVERLAP IS 21" >: Tees 31 WFCM GARAGESTUD TO GARAGE SILL PLATE USE GYPSUM WALLBOARD 9d COOLERS )' EDGE / A25/32" FIELD eel Overhangs as SSP CONNECTOR AT I6"D.C, FLOOR TO FLOOR CONNECTIONS I`' i Overhangs es noted USE 4 Bit NAILS AT EACH END " FIELD Vinyl vented solAts L HARDBOARD ad (SEE TABLE 3.9) Aluminum gutters and leaden RIM JOIST TO STUD CONNECTION USE: SILL PLATE TO RIM JOIST RiND r }. Q Slding:See Elevations z tL 6" T akhousew MTS 12, RIM JOIST TO STUD CONNECTION FQ Xx PARTICLEBOARD PANELS act (SEE TABLE 3.9J Yv reP USE 4 ed NAILS AT EACH END nn 'Aif sheafhleg,ape}estgninp schedule,Table 3.1 WFCM W E DIAGONAL BOARD SHEATHING 2x4 Studs Q 16'o.¢with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. LL! Q '6"Gypsum wall board MSTA 38, i8"O G 1"x61" OR 1"x8" 2-ad PER SUPPORT 616"Type X OWE In garageUSE 4 ed NAILS AT EACH END Simpson Strong-Tie Q N1 INTO" OR WIDER 3-ad PER SUPPORT 'A"MR GWBdn wait areas FOR CANTILEVER CONDITION USE MTS12, 10"O.0 CSI6 IVa" COILED 1/2" SPACINGS BLOCKING AT (K At least one wlndow In each sleeping room shall comply with the exit requirements of section R310 USE 4 Bit NAILS AT EACH END STRAP WIN MIN 12" ALLOWS o 24" O.G. ALLOWS FLOOR SHEATHING Note drilling and notching llm8aticns in figure R602.6(1)for bearing walls and figure R602.6(2)for non-bearing Wells. RAFTER TO STUD CONNECTION USE. OVERLAP AT EACH HOLDDOWN HOLDDOWN to STRUCTURAL PANFLS Follow exteror comer framing detail Ogura R602 10 6 MTS 12.EACH ROOF RAFTER STUD INSTALLATION SIDEWALL INSTALLATION USE 8 tdd NAILS AT EACH END I" OR LESS ad 6" EDGE / 12" FIELD RoofAssemblies-WFCM'Proscriptive Method M Asphalt strip shingles shag halve a minimum of six(6)fasteners per shingle(section R906.8) RAFTER TO RIDGE TO RAFTER CONNECTION USE ' GREATER THAN I" loci 6" EDGE / 61" FIELD Underieymanl application(Ssdlon Rg06.2.7) CS20 USE B-8d NAILS IN EACH END I ENDWALL o For rod elope"of two(2)units vertical In twelve(i 2)units horizontal(17-percent slope), AT EACH ROOF RAFTER DIAGONAL BOARD SHEATHING up to foudI units vertlosl in Nwelve(12)units III(33-percent pope),undedayment i HOLDDOWN o o shall be twa(2)layers applied In the following manner.Apply a 1 Bdnch(483 mm)strip of (PHD5) CORNER STUD o I"x6" OR I"xa" 2-86 PER SUPPORT undedayment fa1[pWrplp Will and etert(ngal the eaves,fastened sufficiently to hold in place. BS44A FOREACHPOST USE t14 16d NAILS CTION E o CONNECTED TO "xlo" OR WIDER 3-ad PER SUPPORT Starting s the eeW.apply 30-Inch-wldo(914 mm)sheets of undedayment overlapping ° TRANSFER SHEAR o successive sheets iB inches((463 mm),and fastened sufidently to hold In place. DECK POST TO GIRDER CONNECTION USE: a 2-I6d COMMON Q NEt1, For roof slopes at four(4)units vertical in tWelve(12)units PC44 FOR EACH POST N� e. 1. NAILING REQUIREMENT& ARE BASED ON WALL SHEATHING NAILED ti' ON AT THE PANEL EDGE IF WALL sHEATHING le NAILED 3" ONAENTER AT THE PAN®. EDGE O HOLDDEWN NAILS AT 1011 E.G. •`Q` QpEY T.SV /7 TO OBTAIN NIGHER WEAR CAPACRIES, NAILING REQUIREMENT& FOR STROLIDRAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, O T WALL BE USED TO MAINTAIN THE LOAD PATH, lab Protection(8adbn 8066'2 7 1) GIRDER TO DECK JOIST CONNECTION USE (PHDSO 0 5 ri$ x`99¢ Undedayment In High wind(Siectlon R 906.2.7.2) Mt512 EACH JOIST 2 WHEN WALL sN ATHING IS coknNuous OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO W*6 NAIL PER FOOT. Flashing(Sod"R 8052.6} -2-I6d COMMON 10 CORNER STUD Chimneys and'Finspacea-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE o CONNECTED TO Energy Efficiency,Chapte T7„See attached report o NAILS AT 6" O.C. m W (TABLE 3.9 WFCM HIGH WIND EDITION) Mechanical-Chapnr l2 Mi512�FACH JOIST TRANSFER SHEAR Ztp 2 WALL SHEATHING ATTACHMENT RE42UIREMENTS FOR WIND LOADS General Mechanical Systems-Chaptar 13 PORCH POST TO DECK USE: FLOOR TO FLOOR CONNECTIONS- �O•G 93 Heating and Cooling Bqulpmert-Chapter 14 2-ADI -USE 14-1 ed NAILS (120 MPH 3-SECOND GUST ° 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1.3ll Exhaust Systems-Chapter 16 ESSION STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Dud Symms-Chapter 10CANTILEVER CONDITION - Combustion AiNChe tar 17 PORCH POST GIRDER USE. 2-ACA SHEATHING LOCATION STUD SPACING P USE 14- 16d NAILS JEFFREY T, B FLER, P.E. (SEE NOTE a (INCHES, O.C.) OR PANEL SIDING FOR Sd COMMON NAILS Cnlmnsysand VsnwChgrer18 (SEE NOTE 3) (INCHES, O.C.) Plumbing-PartVll PORCH ROOF RAFTER TO GIRDER USE• BP E 6 MTS 12 AT EACH ROOF RAFTER 1 3/4" MINIMUM 4' EDGE ZONE Ib EDGE DISTANCE F n (6EE NOTE 2) � HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, W .� INTERIOR ZONE is, E 6 F 12 AND WINDOW AND DOOR OPENINGS UJ d) 3 E " NAIL SPACING AT PANEL EDGE$ ON-) (WFCM FIGURE 3.1a 4 4.1b) F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Simpson Strong-Tie % FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT U210 2X6 4'' J N O REQUIREMENTS SHALL BE USED, AT EACH RAFTER c uf- 9m}' 4-106 x 1 1/2" M Q 4V IJ Slmpeon Strong-Tie le d 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING 19 Q r MEMBERS WITH G2OAS. FOR FRAMING MEMBERS WITH 0.421GfP.4% THE NAIL SPACINGS SHALL AT EACH POST NOTE: fq BE REDUCED TO 6 INCHES O.O. ATTACH LEDGER TO FRAMING RIDGE TENSION STRAP $ MEMBER WITH 2-1/2" X 5" LAG SEE PLAN 0620 USE S-ad NAILS 3, FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED IN EACH END AT BOLTS A7 I6" ON CENTER FOR COMMON NAILS. EACH ROOF RAFTER (9 - Slmpaon Strong-Tte 4 O (TABLE 3.2A WFCM HIGH WIND EDITION) s0 U210 2X6 ©j SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS . AT EACH CEILING JOIST 4-IOd x 1 1/2" li' RAFTER r MAXIMUM ANCHOR MAXIMUM ANCHOR A F ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER BOLT SPACING (IN.) BOLT SPACING (IN,) `4 0 SUPPORTING EDGE NAIL SPACING (IN.) (1/211 ANCHOR BOLTS) (5/8" ANCHOR BOLTS) d a BILL PLATE TO FOUNDATION I STORY 46 12 • , 6;::�(Sfmpson Strom Tie (CRAWL SPACE OR BASEMENT) 2 $TORIES ALL 23 2" MINIMUM ! U210 2X64 4 A-r IIDEGOYER RIDGE BEAM 1 AT EACH DECK/PORCH JOIST jr/af`it 3 STORIES I6 23 2 " • PB944 SVong-Ole -` 4-IOd x I I/2" , WALL BOTTOM PLATE TO FOUNDATION 3 19 20 SIm eon StrongTle e GE (BLAB-ONyRADE) 613 STORIES AT EACH POST FOOTING p " 6 361 51 TYPICAL PORCH/DECK SSTB28 WITH BP ' Or NOTE MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL PORCH COLUMN CONNECTIONS LEDGER CONNECTIONS �CFRIDGE TENSION STRAP DETAIL T ANHOR BOLT DETAIL