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HomeMy WebLinkAbout31507-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31728 THIS CERTIFIES that the building GARAGE ADDITION Date: 08/03/06 Location of Property: 1010 HIAWATHAS PATH SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 3 Lot 50.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated Building Permit No. 31507-Z OCTOBER 4, 2005 pursuant to which dated OCTOBER 6, 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 GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH H & ANITA KOLLEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2094344 07/25/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 N/A Authorized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 7L�-- I L ?,3 APPLICATION FOR CERTIFICATE OF OCCUPANCY {� This application must be filled in by typewriter or ink and submitted to the Building Department with the following: I 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 I% 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. R OO New Construction/ Old or Pre-existing Building: (check one) Location of Property: 16/x_/;?/ ®,0fr[_ Q aC,r 1771-A 1-0 ly y 1 1 Q' House No. Street Hamlet Owner or Owners of Property: :-d S'el°/f A A,44 ) i -A A� L�,y Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3 ) 2 Date of Permit. Applicant: TOSEI'/f L/.E- d Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final CertificatlZ (check one) Fee Submitted: $ l Applicant Signature i&jx_,-� n 1-7 CO �-,3fVK BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JOSEPH KOLLEN 1010 HIAWATHA PATH SOUTHOLD, NY 11971 Located at 1010 HIAWATHA PATH SOUTHOLD, NY 11971 Application Number: 2094344 Section: Block: Lot: JOSEPH KOLLEN 1010 HIAWATHA PATH SOUTHOLD, NY 11971 Certificate Number: Building Permit: 2094344 BDC: ns11 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: garage only, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 25th Day of July, 2006. Name 2 Rate Rating Circuit Type Wiring and Devices Outlet 4 0 Fixture Fixture 4 0 Incandescent Outlet 8 0 General Purpose Receptacle 4 0 General Purpose Switch 3 0 General Purpose Receptacle 2 0 GFCI seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 31507 Z Date OCTOBER 6, 2005 Permission is hereby granted to: JOSEPH H & WF KOLLEN 1010 HIAWATHAS PATH SOUTHOLD,NY 11971 for : CONSTRUCTION OF A GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1010 HIAWATHAS PATH SOUTHOLD County Tax Map No. 473889 Section 078 Block 0003 Lot No. 050.002 pursuant to application dated OCTOBER 4, 2005 and approved by the Building Inspector to expire on APRIL 6, 2007. Fee $ 150.00 Authorized Signature ORIGINAL Rev. 5/8/02 ,I PE#&BOARD MEMBERS . Gerard P. Goebtiager, C oahrum James Dinizio, Jr. Lydia A- Tortora Lora S. Collins George Homing BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 4, 1999 Appl. No -4656 -I Off. t6 K%LEN, Parcel 1000-78-3-50.2 8TffE",&b.00ALITY: TOIII"Hlawalfias'Palh,"soUTliad DATE OF PUBLIC HEARING: February23, 1999 FINDINGS OF FA Southold'fb*n Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 ZBA Fax (516) 765-9064 Telephone (516)765 -1809 - PROPERTY FACISIDESCIPl2QN'° The subject property is a conner lot with frontage along the northerly and easterly Property lki s with Hiawathas Path, Sout cold. The property is improved with a single-family dwelling and small metal shed, shown on the OdOber 23, 1998 survey prepared by Young & Young, I.S. BASISC�F APPFJtL• October 27, 1998 Building_ permit application, and Notice of Disapproval issued by the Building Department Decambw 16, 1998, for the reason that the Proposed deck does not meet the 35 ft. minimum setback from the rear property line as provided by Article )oav, Section 100-2446. (No cher reasons were noted in the Notice of Disapproval.) aRFn V atAN RELIEF UESTED: To construct a 12 ft by 14 ft open deck addition 20.4+ - feet from the westerly (rear) Property line and 21+- feet from the southedy (side) property line. X107-10 �,G�. .e10-1[BUSH -au a a g c,pa :.z • - • _ , . - - • . .w - . .• ... 1. Grant of an area variance will not produce an undesirable change.in character of neighborhood or, a detriment to nearby properties because the lot has two front yards, each larger than the remaining rear yard on lot with 15,000+• sq. ft in size. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to pursue, odw than an area variance because the westerly (rear) yard setback for the dwelling is nonconforming at 27+- feet and there is no other land area available. 3 The requested area variance Is not substantial tieing an open deck extension proposed In the westerly (real) yard approximately, six (6) feet 4. No evidence has been submitted to show that the grant of the variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district S. The alleged difficulty has not been self-created because the dwelling and lot have existed with setback nonconformltles. t Page z—March a, 19999 s soWrod Town Ward of Appeals Appl. No. 9656: TODD -78.3-50.2 (Knuen) in.consldering this aoigWW;;tbe BOa0 deems a_�s-V-fM gxtm qR past the westerly side of the dwelling for an open deck is the minimum necessary and adequate to preserve and protect the character of the neighborhood, and the health, safety, welfare of the community. RESOLUTION/ACTION: On motion by Member Dinlzio, seconded by Member Tortora, it was RESOLVED, to GRANT the variance as applied, with the CONDITION that the deck remain open to the sky, unroofed and unenclosed as applied. - VOTE. SOF THE BOARD: GOEHRINGER, DINIZIO,: TORTORA, COLLINS. (MEMBER HORNING of Fishers Island was absent) This resolution was duly adopted (4,0). GERARD P. GOEHRINGER CHAIRMAN For Filjng on 3/10/99. i WARREN A. SAMBACH, SR. CONSULTING ENGINEERS - PLANNERS 7675 COX LANE • P.O. BOX 1033 CUTCHOGUE, NY 11935 (516)734-7492 P.O. Box 791 255 Dogwood Lane East Marion NY 11939 October 7 2005 Building Department Town Of Southold NY 11971 Re: Jospph Kollen Hiawathia Path 8 2005 Southold NY 11971 To Whom in May Concern: All windows in the garage to be impact Very Truly Yours, �/��� Warren A, Sambach Sr. P.E. was:s B resistant glass. w WARREN A. SAMBACH, SR. CONSULTING ENGINEERS - PLANNERS 255 Dogwood Lane East Marion NY 11939 October 6, 2005 Building Department Town of Southold NY 11976 Re: Joseph H. Kollen Hiawathia Path Southold NY 11976 rr � To Whom it May Voncern: Windows are t e -co acted resistant a all strapping and nailing as per NYS Respective, eou� C, & 2 Warren A. Sambach Sr. P.E.'. was:s R 3 Iso 7 :F - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL Zsr-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: POP DATE o INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL GX4 GE [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ol9uAQlrs- DATE 7��3 d INSPECTOR 3�-5'e 7 7, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 — �-7, o4 INSPECTOR 3 IS -6 7 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 DATE 3�/S INSPECTOR �, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 [ FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ NSPECTION REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE Il6 INSPECTOR 7,el� FIELD INSPE :ON REPORT I DATE COMMENTS FOUNDATION (1ST) ------------------------------------- p y FOUNDATION (2ND) z ROUGH FRAMING & PLUMBING o t�f w ,.eQ r wy or INSULATION PER N. Y. STATE ENERGY CODE -v �j y LJ- FINAL r 0 K. ' ADDITIONAL COMMENTS O z m Ll z J z° x y b H 50-6— - TOWN OF SOUTHOLD PROPERTY RECORD CARD 3-5d. L DWNERSTRE�E/T, SEAS. VILLAGE DIST. SUB. LOT d �F W .� Q / /V' I Gt l��tA/ fi / C a 4 �t- / Z -5- REMARKS :6WAER OWNER N -�/ �•�� E % !,q! ACR. i- L,r s -8� Z �o �a e tei AAmes /Jd�W�/l+f� !Y/�Gh/i9-�4fJ a 6z s* i 4n f 1/ 700 S W TYPE OF BUILDING _ -iA-ef f 4f S 140"eS J ,7 � C, ?a. /S ES. glo SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS p , 4 P. P .30G 6 L,r s -8� Z �o �a e tei AAmes e ✓, e So IY1. 6z s* i 4n f 1/ 700 o a D D✓ 3/ 77 I ?n E c. �ooc� ✓ �d 16 d° % 66D S3lu7J S X01 e3 i a w� liable FRONTAGE ON WATER 'oodland FRONTAGE ON ROAD eadowland DEPTH ouse Plot BULKHEAD rta l TOWN OF SOUTHOLD BUILDING PEP kRTMENT TOWN HAL% SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 20 o S Approved Disapproved a/c PERMIT NO. 3l 5?I 7 is Expiration 20 & 7 1f:I �q 1 Z?I Ju;r.OL 1 BUILDING PERMIT APPLICATION CHECKLIST �C Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Contact: Mail Phone: Dp S— 17Y7 FOR BUILDING PERMIT INSTRUCTIONS 20 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 availablefor 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. ,)(Si attire of applicant or nhme, if a corporation) /oro b/zAwA,rP* fgr)t 614TH (Mail' address of applicant) oc o .1 y //'1 7/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 91 Name of owner of premises (As on the Fax roll or latest If applicant is a corporation, nature 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 n7m proposed woyk will be done: House Number Street Hamlet TfWDA-1' Nf County Tax Map No. 1000 Section l� Qj Block Subdivision Filed Map No.oje>er .r (Name) _hl wz 1%,0 2. State existing use and occupancy of prem' es and i a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Buildi: Repair Removal Demolition occupancy of proposed Work 4. Estimated Cost �:5"0 , j� Fee (To be paid on filin; 5. If dwelling, number of dwelling units Number of dwelling units on each floor. If garage, number of cars / Gaut, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Alteration (Description) this application) Dimensions of existing structures, if any: Front j Rear SZ Depth _3 Z Height == / 57 Number of Stones Dimensions of same structure with alterations or additions: Front Rear —g Depth Height Number of Stories L 8. Dimensions of entire new construction: Front 6� / Rear �i�i / Depth /2 Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase /17 S Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ✓ NO 13. Will lot be re -graded? YES_ NOZWill excess fill be removed from premises? YES_ NO_ 14. Names of Owner of premise S�Address / I z7 11f Q )g1f one No. !J —J 607 3 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 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE JZEQUIRED. 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 ONr below, must provide topographical data on survey. 1 .r STATE OF NEW YORK) S COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) abbve named, (S)He is the (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 thi 3 r day of 4��� 2065:' Notary Public may= New tiKlc E*kN" ekX--L 60 7 1 71 if V -F T7 f `C r. T T- 'AW Applicant/ Owners Na(iw-w, Date. __ - 'Reviewed: LO&.4. .. ArchitecU Engineer:. ''.- 5 �L---- Qate: Submitted: r SCTM M: Divrict: 1,Q00 Seclio(t: 7r_ mock: 3 t,ot: ._;`�• Project location: �Uty 8 Cr✓T��7_`— Subdivision Nate: ..n-_ Sigle �. Separate Required l cm(fication: (Yep f No) _ Req _ ` Ir cy. L(1111ng Olstrim- (Lot size: 0Am(at: Ty �C,�� (LA( coyofsgC mil •(1'i)1)11SCd R«I. Rcq. � � Rcq. • (1=rom 1`ard•-U_-Propo§cd: 1. (Side Yard /0 Proposed: j (Rear Yard' Proposed- 3 Project Description: RLi QUTREA FOR REVIEW N.AA.ISO YES Number Suffolk County HealthDept. Naw York State. D. E: C. ---- Town Trustees Town Zoaing Board apptoval: Town Planning Board approval: Flood .Place Elevation ??? Flood Zone: i- [On 9 a' t J I . [orf - 81AWATHp S e' FF xAs°2i©a 79a! ° 03 N8I 2100 w t go POP0 $... 9 septic +. .2; $ x SJ m Ito SCR •I • y r4tBV So ID926 .. 581°1300:W - a or formerly now Trustee caPuono,Jean Sof Y- REVISED OCT. 23 /996' ax+4 eo xE.I AITERn ION cepi on o'w»nx+E'i32vi OlATIONOF NOTES ■-MONl1MENi fOUND •: PIPE'FOUND !! SE T Ol 2es 4i THE f OBI 5'4 E E0, 4TJOx M* eo"F$ Ci Fx S R9h N C• $E F N4 rHE ✓W C MoeYOP S ix. C 9En OP M,B ','E0 SUFE CO TAX MAP S 3fi1 >W 1 2E 'pN2 OCn 0T'."BEP PLJTWf p G 4 AN Ee9 ' V, E FW.V.F i Qw 11 c nE RwspN F;w front THE s- y 5 DISTI000 SECT. ?$ BLK 3 LAT 30.2 PSr,, W D� �S 9E n ^E Ti ,fpM PANY GWEflnMf TA' n .E Y Y� -ND \ V MS I J S.E ^EKE nla TO TpE"SIGHT£CES - NF .eM 4 J 44N•ELa 0REICT14ANSFE nBl +npOJ CxA vF 4 Jn P wELs II C Es5P00C5 SxGwN EAZP\ nAf EAOM A Ei SURVEY FOR cgseP Ns ortP F M pme DBA c EBaw p•„E s JOSEPH H. KOLLEN. d n A 4 P0.Y 4Np 4f W2G M., SYST-Ms POA Tl' S 4E9 DEnCf w �conwN El -N> c >.Nf svFPax couNEv ofnnarME+ra+f4 NE ANITA KOLLEN EW. L , t 1 AT..SOUTHOLD i . fit, rowv aP SOUTHOLD - 45 t- w CANO SUFFOLK COUNTY, N Y YOUNG B YOUNG, LAND SURVEYORS. k 4000STRANDER AVENUE .tri. RIVERHEAD NEW`YORK OATE S^Alf f: SEPT. 15, 1976 a eeaze NIA A s 4 ay test le OngV Myers elCr 4'0- 451591 11 IAND s AND s AND s 1AND s 1AND s 0 = �PIPE �STWAT`ER— 3000'' 1 MAIN NEAREST WATER MAIN 1 THE TITLE GUARANTEE CO. JOSEPH H. KOLLEN a � IVERHEAD SAVINGS BANK 1 JOSEPH H-KOLLEN aANITA 11 ANITA KOLLEN I lKOLLEN ouTHOLD -j" u. SOUTHOLD _j LAND SURVEYORS ;•-Mifil4DER AVENUE NEW r 50' 1 76-800 SEPT -15,1976o I jj pG. _2 7- -77777 �71 I I z p JL ....... ...... UNATR----- TQjptj 1 7/8!X 9 1/2, 10mol", TQ10" STUD SUPPORT PO ATt � X8 CJVLIIG 301STS 16- O.C. 2" iwI Al0T.K6 10 WATCH WATI 41 40 -,gi 7 NOT "v*% SCALS T-, 7 9 TRAPb T 2X12 RIDOR 2410 16"O.C. rttlwaC 'D 17- 6 ASPUAIT POO141C To MATCH .'[% j,"4. OCCUPANCY OR SlI USE IS44 UNLAWFUL WITHOUT CERTIFICATE 01 OF OCCUPANCY illi 1� APPROVED AS N' M DATE' FEE # 2X4 16"O.C. BI NOTIFY BUILDING L)F,' qv,-lT AT a AM" TO .1 FOR THE FOLLOKINGANSPECT101,S: 1. FOILNbATIOW,�'TVIKI REQORED, FOR CONC'ETE i ` 2 RoUp - _FRAMING 8: PLIJMBIVlq INSUL 3. H ATILI 4. FINAL -CONSTRUCTION MUST 5E COMPLETE FOR CO V- sij4TON 'SHALL MEET THE A , WPCO 5 �l 16F T�F CODES OF N �o CODI 5 1 YORK STA E, NOT RESPONSIBLE FOR DESIGN OR CQW T I N ER R FRIA I IL y t/2 -I bom H E A- COW. VI OFF TI PN --7 1131*60 8 clwv ggt m Rf1GT H * , E ., 9 l HE MEN's ��x 0 1 LLLL RK 3):AiE. 71 SIVT PVJ�, E Ul y 'n 1 lt-ItI OF,�,' 'R CONNECTIONS' , ILING I,TA 1 REQUfREb Lj I -L - I II I SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION FASTENERS14 LOAD MODEL GA UPLIFT UPLIFT LATERAL W11H NO. TO Ayg (133/160) PdAim CODE MODEL N0,MAX. GA RAFTETRUSSS/ FASTENERS (TOTAL) AVG ULT. ALLOWABLE UPUFT LOADS (133) LFTA CODE REF. LENGTi OF BOLT IN WOOD MEMBER AILS LENGIH OF BOLT IN WOOD MEMBER D LE PAN L Ott DIA PLATES STUDS 2' (133) (180) F Fx (13Jh LFTA 16 2r 17' 38j'16 -10d — 1,200 — 2014-10d 14-10d x 1r' 3116 1205 20 12-10d 12 -IW x 11' 2383 0 NOTE: REFER TO SIMPSON WOOD CONSTRUCTION #H516 DOUG- 4 -8d 2 -ed a -ad 2991 9J0 ee5 409 MODEL CONNEC- 5, 44 AB DADS CONNECTORS MANUAL FOR ALL FOOT NOTES AND NO. TION LA FLOOR ROOF (133/ (If n 100 125 160 870 LU PROPER INSTALLATION PROCEDURES 515 645 LTP4 5 670 5, 39, 97 J 515 645 �( 670 p-Bd a -ed J983 915 859 050 FASTENERS 5, 44 < HOLDOWN MODEL N0,MAX. GA DIMENSIONS FASTENERS (TOTAL) AVG ALLOWABLE UPUFT LOADS (133) ALLOWABLE UPUFT LOADS (133) LFTA CODE REF. LENGTi OF BOLT IN WOOD MEMBER I LENGIH OF BOLT IN WOOD MEMBER D LE PAN L Ott DIA ULT. 1j' 2' 2r' 3' 34" LETA2 IF 2' 2r- Y 34' LFTA 16 2r 17' 38j'16 -10d — 1,200 — 2014-10d 14-10d x 1r' 3116 1205 20 12-10d 12 -IW x 11' 2383 0 1400 5. 44, 85 DOUG- R -1 -ARCH TWE OF DIRECTION SO. PINE CODE MODEL CONNEC- 0510 FASTENEReALLOWABLE 14' 16 UPLIFT LOADS MODEL L GA AVG 10d 1 O --If* CODE I FASTENERS NO. NO. ULT. REF. TO RAFTERS TO PLATES TO STUDS lOd 10tl x tr' AyG HGAIOKT 14 4-SDSF.lr" 4-SDSJNY W H B lOd (133 / 180 ) (133) (160) 1000 640 1000 3, 41, 128 1000 840 1000 3, 41, 128 775 720 720 3, 41 MTS16 16 14 10d 14 10d x 1j' 3116 MTS20 2014-10d 14-10d x 1r' 3116 LST20 20 12-10d 12 -IW x 11' 2383 0 X DOUG- R -1 -ARCH TWE OF DIRECTION SO. PINE CODE MODEL CONNEC- OF LOAD AB DADS REF. NO. TION LA FLOOR ROOF (133/ (If n 100 125 160 870 LU G 515 645 LTP4 5 670 5, 39, 97 J 515 645 �( 670 H 515 645 1 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSt'7"(DF/SP) (133) < HOLDOWN MODEL AVG HOLDOWN A�GHESN DEFLECTION AT HIGHEST REF. Z p 0 10 TUD LENGTH OF BOLT >a N0. BASE BODY O A" a iR ACHINE OLIS ULT. IN VERTICAL WOOD MEMBER U ALLOWABLE GA GA HBA SB W H B CNEL'I(fD w: CL DIA ALLOWABLE AD DESIGN TY DIA q1r DESIGN LOAD ALWDIEN RAISED OFF IF 2- 2r" 3- 3g 5j' XD2A 16 12 4�' 2r' 2yT' 8" 2(6' 1�p' 2 C 12150 1555 2055 2565 2775 2775 2760 0.058 THE SOUL, PLATE 0.077 2. Q. 82 MODEL DIMENSIONS I FASTENERS LLOWABLE UPLIFT LOADS OFSP N0. W L STUD PLATE AVG ULT. CODE (133) (180) REF. SP4 3W 71' _Iw x 1j'— 917 735 B85 ], 40, 127 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. REF. GA W L NAILS HLO(133) (160) L5TA21 1 20 1 ' 21 - 905 1205 1295 1 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0, REF. CAW L NAILS (133) (160) IGOR MSTA24 18 1 ' 1 24 1025 1370 1840 7, 40. 90 MODEL TO`AL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE : a N0. (LENGTH EL GA CUT LENGTH (TOTAL) SPACING REF OF ROLL (100) (133 / 180) oc. 0510 150' 1 14' 16 1 CLEAR SPAN +31' 2 MODEL GA DIMENSIONS I FASTENERS DN. NO. GA TO RAFTERS TO PLATES TO STUDS HEADERS (133) (160) AyG HGAIOKT 14 4-SDSF.lr" 4-SDSJNY W H B lOd 18d JOIS15 ULT. Luso Q Ja 16 'ir' 4r' 1 2 4 -18d 4 -10d 1607C MODEL FASTENERS UPLIFT AVG UPUFT NO. GA ULT. TO RAFTERS TO PLATES TO STUDS I1u (133) (160) F HGAIOKT 14 4-SDSF.lr" 4-SDSJNY 1523 1 435 I 435 I1185 USE A N TVO ad SUE OF USE A NBON Wn Bd NAE SIDE OF TRL TOTAL FOUL _ Simpson strong-ne u°Es Jam}' . DETAIL "A" H7 EIEH7 INTO NAR O STW H17mPson Strong -Tie LFTA I FTA Floor -to -Floor Connections V A ROM NOTE: ALL HANGERS TO BE USED ON THIS PROJECT 216' 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES F125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION .12REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES 116d I ALL LIABILITIES ON THE CONTRACTOR. 11250 1 7, 4a 127 2065 1, W. 84, 122 CODE REF. i fi0 940 MTS16 MTS16 DETAIL "C" Simpson Strong -Tie Floor -to -Floor Connections USE A NILNNIN TWO 8d NAILS SUE OF TRUSS ART A2 luelel STUD WASHER HD2A MTcPn ITc�:>n SP Or LSTA MASHER g6,p am o ong-ne DETA IL "F" DETAIL "D" DETAIL "G" Simpson Strong -Tie RDD SYSTEM SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICnN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRI-D BY THE BUILDIN(CODE OF THE STATE OF NEW YORK AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TI: INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. Equal nu specified ec (.J16 DETAIL "H11 SITE Stir I DETAIL "I" DETAIL "J" I PRONE SIDE 0 AND 0 Simpson Strang-Tle HGA10 DETAIL "K" -STU R"— SIMPSON TAKE—UP WASHER ARTff"X12 STU t SIMPSON TAKE—UP WASHER I CN W_ COUPLER NUT h STU"— SIMPSON TAKE—UP WASHER IIg" ANCHOR BOLTS II I OCCUP ANCV, ,; NO SUBSTITUTIUNS I _ USE IS, UNL uti f Up_ All framing hardware shown on these plans, U I unless otherwise Indicated, is Simpson Strong -Tie, LIT CF, No substitutions are approved or authorized, I OF CG+Ur �i Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and vold, and will result in the Installer/contractor assuming responsibility for the design and PFP`JbNOTED performance of the entire system. —,I DATE: o D B,RN I Z� - DETAIL "LI FEE: T S-6. BY: fzfLz_. _ .— NOTIFY BUILDING DEPAkT1 _': _ AM TO 4PM FCk 11 IE MEE . HE FOLLOWING INSPECTIONS: CODEJUi' iq, I gtiv�I AjE. 1. FOUNDATION • TWO P°C' 1-7r FOR POURED GONCRE'- 2 LOUGH - FRAMING & F. 'SULATION `UNDERWRITERSCERTIFICAT 4. PENAL . CONSTRUCTION r REQUIRED �F COId I.ETE FOR C: AL COldS1 RUCTION SHALL Nr=7 'E PL')UIREMENTS CFTHECODEs EW CERTIFIr,� �-�nN1 nF YORK STATE. NOT RRESPONSL Acceptance of these drav{�g@RIIt WS ()laWt)Lgri?:pAoright to buil8qgfi0C& tR2 ,ST[hU 7TIIION . E ion of local governing agencies, SUCIIRfCUA[MCounty Dept. of Health Services, •Down Building DeparNnents, DEC, FENIA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. PURSUANT TO QFC` ; 4JV10C OF THE TOWN cut. FNGIM'S BEAU- LU EN: DATE SNRT THEE: iWINDLOAD CHARTS & CALC. & STRONG—TIE DETAILS AP4L,tp. I1u L Z LU Q Ja Z U K_' 0- J F L'I 0 X Z O Q U LY V (n LA 0 l N C7 (If n LU r, 3 _ Z W I �( Z w:� N7 n < z Z p 0 10 H m 2 U O N Z a U U U PR9JECf NU GuwN w: CNEL'I(fD w: 1/4"= l' -O" DATE SNRT THEE: iWINDLOAD CHARTS & CALC. & STRONG—TIE DETAILS AP4L,tp. Table 3.1 Nailing Schedule Number of I Number of Joint Deamlmm0 Comma Nall, Box Nails _ Nail Spacing RNWI' to Top PWe(T000der, Bit lod ones, Table 3.4A) (sea Table 3.4A) Fiberboard Panel, Parstte Ceiling lois Us Top Plata (Toe -naiad) 2-8d 2-I0d (sea Table 3.4A) (nm Table 3.4A) 3-8d 3-101 perj.ht Cedmg Join to parallel Railer (Face -nailed) 88 (mc Table 33A) (rea Table 3.9A) Gypsum WMlbovd each lap Ceiling pont lap Over Pntitiono fie natled) 7" edge / 10" field (see Table 3.9A) (see Table 3.9A) 8d each lnp Collsr T3em Raga (Faco-oailed) ad (mc Table 3.6A) (see Table 3.6A) Diagonal Bond Sheathing per tic Blnldng in Rafter (Too-mtlad) 3 2- 8d 2-I0d 24(ki each cod RGI Bead W Rafter (End -naiad) 3.8d 2.16d 3-I6d 3 each .,,it 4 5 6 7 1 2 Tap Plain to Top Plate (Fea-natled) 2 2 2.16d' per fact Top Pla s a lntmections (Fa:e-nailed) 6 7 5-164 joints- each aide Sind to Stud (F -e -wiled) 2 3 2-16d 24" o.s. Header to Header (Facasoned) 7 8 16d 16" o.c. along udges Top or Bon. Plate to Smd(P.nd-wiled) 2 :2-16d'A (we Table 3.5A) Pascal Boom Plata W Floor joist. Band OA Endjout m 7 9 2-16d'a per fact Blocking (F -o -wiled) 1 1 1 2 2 2 3 3 6 Joist to Sill, Top Pleas or O9Me(Toe-wiled) 1 4 -ad 4 -]Oil pajold Bridging to Joist (Toe-narled) 3 2- 8d 2-101 each cod Blocking to Join(Too-nded) 1 2. ad 2. Oil each end Blocking to SBI. Top Plan (Toe-wBed) 4 346d 4- sit each block Ledge Stip to Basin (Face -rustled) 2 3-16d 416d eochjeoit Joist on Ledger to Beam (Too -nailed) 4 3- 8d 3-I Oil pal Bend lour to Join(End-wiled) 2 3-I6d 4-16d paints, Rand ]Last to Sill or Ton Piece rfoc-nailed] 5 2-161' 3-16d per fact Snuctuml Pancis Bit lod (sea Table 3.10) D'ugowl Board Sheathing Fiberboard Panel, I 1"x6" or Vag" 2-8d 2-I0d pa support 1"x10"orwider 3-8d 3-101 pasup"M c awn WAlbond I 5d eeolen I Sit. 1. 1 7" edge / 10" fiat Structural Panel, Bit 10d (ice Tack 3.11) Fiberboard Panel, N,mbaof8d Common Naii.n10d Box Nail,n..hendof I-I/4"Soup'''''''''s 1' %6" or 1"x8" 2-9d 2-IOd per supparl 12 7/16" 6d' - 3" edge / 6" field 25/32" 88 - 3" edge 16' field Gypsum WMlbovd 5d Dalen 5d coalen 7" edge / 10" field Hardboard ad 8d (,i Table 311) Partmlebond Panels ad ad (sec nunufrwimer) Diagonal Bond Sheathing 2 2 3 I"x6"or Vag" 2 -Bad 24(ki per support I-xl0'or wuda 3.8d 3-I0d Per support fable 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - (Prescrlptive Alternative to Table 3.6) I Exposure B Dead Lad Aarumpti.ass RoafAsumbly DL"10 psf Thme Second Dust wind Speed (mph) 85 1 90 1 100 1 110 1 120 1 130 1 14l) 1 150 Ratf Pitch Ro(fd,paa N,mbaof8d Common Naii.n10d Box Nail,n..hendof I-I/4"Soup'''''''''s 1' %6" or 1"x8" 2-9d 2-IOd per supparl 12 1 1 2 2 2 3 3 4 r When wall sheathing or continuous over associated membm, the tabulated number of mils shell be permitted to be mdmad to 1.1 ad mil per foal 16 1 2 2 2 3 4 4 5 Requirements - Exposure B 20 2 2 2 3 4 4 5 6 3:12 24 2 2 3 3 4 5 6 7 1 2 28 2 2 3 4 5 6 7 8 5 32 2 3 3 4 5 7 8 9 9 36 2 3 4 5 6 7 9 13 19 12 1 1 1 2 2 2 3 3 6 16 1 1 2 2 2 3 3 4 13 20 1 2 2 2 3 4 4 5 4:12 24 2 2 2 3 3 4 5 6 6 29 2 2 3 3 4 5 6 7 6 32 2 2 3 4 4 5 6 7 7 36 2 1 2 1 3 4 5 1 6 7 B 15 12 1 1 1 1 2 2 2 3 6 16 1 1 1 2 2 2 3 3 10 20 1 1 2 2 2 3 3 4 5:12 N 1 2 2 2 3 3 4 5 End null R,k, ur duke Tram w Li(ou, Oluh 28 1 2 2 3 3 4 5 5 4 32 2 2 2 3 4 4 5 6 6 36 2 2 3 3 4 5 6 7 1 12 12 1 1 1 I 2 2 2 2 14 16 1 1 1 2 2 2 3 3 8 20 1 1 2 2 2 3 3 4 6:12 24 1 1 2 2 3 3 4 4 9 28 1 2 2 2 3 4 4 5 10 32 2 2 2 3 3 4 5 5 4 36 2 2 2 3 4 4 5 6 9 12 1 1 1 1 1 2 2 2 17 16 1 1 1 2 2 2 2 3 6 20 1 1 2 2 2 3 3 3 7:12-12:12 24 1 1 2 2 2 3 3 4 28 '1 2 2 2 3 3 4 4 32 2 2 2 3 3 4 4 5 3 36 2 2 1 2 1 3 3 4 5 6 .succi. imauon n,aipamramu m., m pnrmi... os, mm.p„i oY u.,0 sur naming nus iucaica w, u.o a sen ui ...sour, mann e Tabulated ridge covoectlon loads wume&Wilding loured inExposure B. 3 Tabulated coneciov requirement, es,based m Who uplift 1.. 0.6 ofthe mofnaembly dead 1.0 (0.6. 10 pan. • Tabulated eo. 6. regohements are based..& 12 inch ridgereep epming, for different ridge swp,,acing, multiply the tabulated valuer by We appr.prixe mddplierbelow: Ridge Cometh.. Spacing an.) 1 12 1 16 1 19.2 1 24 1 4tl 1 72 Souninel Panels6.00 ad IOit 6"edge/12"field Multiplier 1eac 1.ne 1.60 4.00 I- or Ism lot I6d 6" edge / 6" field 0 When the labulekdaumber ofoails requved W each eodof the snap k egtsai W 1 sad [be homing is swchM m.xoidaoi with hod. and in greater man I" Dugonal Based Sheathing Table 3.1, the ridge soup end sddidawl nailing u at required, 1' %6" or 1"x8" 2-9d 2-IOd per supparl s When a collar rte u West In hear of ridge shop, the amber of lid common nails rquired in tach cod of the collo tin vad um 1"x10" or wide 3-8d 3-IOd pe capwrt exceed We tabuhtal number of ed comm. mile on a suet strap, or the comber of 12d box ..its in each end of the cell. tie mail Nmling requirements are based on wall sheathing nailed 6 inches on -ince as the panel edge. If well sheathing IS twled 3 inches on-cenur at the not excel We ubukwd..bar of led box mil, in a sial sap. puel edge to ohatin Ngha shun capcitiea, nailing rale ements for structunl members shat] be doubled, or alternate columchm, such as ,hem 12 Pines, shell be used to marnwv the Ind path. Number of ad Common Neils or IOdBax N"(ToeoaUed) r When wall sheathing or continuous over associated membm, the tabulated number of mils shell be permitted to be mdmad to 1.1 ad mil per foal 12 ' Corrosion resistant 11 gage roofing mils and 16 gage srsples an, permitted, check 03C far additional requires". AMERICAN WOODCCUNCIL 10 Table 3.9A Rafter/Calling Joist Heel Joint Connection Requirements AMERICAN FOREST & PAPER ASSOCIATION 12 Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection (Prescriptive Alternative to Table 3.9) Requirements - Exposure B 2 2 7 3 3 Dead Igad Assumptions: Raaf Assembly DL = 10 psf (Prescriptive Alternative to Table 3.4) 10 2 RocfLiva Load Ground Snow Lond 2 2 3 3 20 psf 30 par 50 psf 70 psf Three, Second ant wind Speed (mph 8s 90 100 INo tzo 130 340 Iso Roof Span (ft.) I Prescriptive limits aro bead m arsueptipm in Isom 3.4. a Tabulated menenh.n mqe =w sums a building located W Experum B. - - 3 When iOmgjotsts w installed parallel to mftm, the elm afoul toawiM in the rafter ad calling joist shall equal or exceed the tabulated moles of nails captured • To avoid splitting, no Lame lhm2toesailA shall be handled in tach side of a raga or ending joist when futeued to a 2x4 top palm SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 12 24 36 12 24 36 12 24 36 12 24 36 Rafts, Slope Refte(.'ci.g Required Number of l6d Common or sort Box Nails per Heel Joint Connection ''2'3'•'0'6 6 Rafter/Ceiling foist Wall 12 6 Number of ad Common Neils or IOdBax N"(ToeoaUed) 6 12 Spacing (in.) Height (ft.) 10 Required in Each Rafter and/or Ceding loin W Tap Plate Cumectiou 1"3 8 12 B 2 2 2 2 7 3 3 3 12 10 2 2 2 2 3 3 3 3 15 8 2 2 3 3 3 4 4 4 16 10 1 2 2 3 3 3 4 4 4 W 8 3 3 4 4 5 5 5 5 24 10 3 3 4 4 5 5 5 6 I Prescriptive limits aro bead m arsueptipm in Isom 3.4. a Tabulated menenh.n mqe =w sums a building located W Experum B. - - 3 When iOmgjotsts w installed parallel to mftm, the elm afoul toawiM in the rafter ad calling joist shall equal or exceed the tabulated moles of nails captured • To avoid splitting, no Lame lhm2toesailA shall be handled in tach side of a raga or ending joist when futeued to a 2x4 top palm SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 12 24 36 12 24 36 12 24 36 12 24 36 Rafts, Slope Refte(.'ci.g Required Number of l6d Common or sort Box Nails per Heel Joint Connection ''2'3'•'0'6 6 Ls b 12 6 II 6 12 4 7 10 4 8 12 6 11 17 8 IS 22 a 16 5 9 13 5 10 15 R 15 22 10 20 29 3:12 3 3 4 4 5 5 W 28 2 3 3 4 4 5 19.2 6 11 16 6 12 18 9 IB 27 12 24 35 6 24 7 13 19 8 15 23 11 22 33 15 29 44 6 12 3 5 8 3 6 9 5 9 13 6 11 17 6 16 4 7 10 4 8 12 6 11 17 8 15 22 4 12 16 6 12 6 12 6 123 6 12' 6 6 6 fi 6' 192 4 8 12 5 9 14 7 14 20 9 18 27 24 24 5 10 15 6 12 17 9 17 25 11 22 33 6 12 3 4 6 3 5 7 4 7 10 5 9I4 24 6 16 3 6 8 3 6 9 5 9 14 6 12 Ie 5.12 14'4' End null R,k, ur duke Tram w Li(ou, Oluh 0 fi 6' e b 6 6 6' 4 4 4' 4'GshhEnd 19.2 4 7 10 4 8 11 6 II Ifi 7 14 21 6 24 4 B 1 12 1 5 1 9 14 J 7 14 20 9 IB 27 14 12 3 3 5 3 4 5 3 5 8 4 7 10 13 16 3 4 6 3 5 7 4 7 10 5 9 1 3 7:12 7 9 10 12 14 16 3Stories 40 6 7 8 10 12 13 192 3 5 7 3 6 8 4 R 12 5 10 IS 60 24 3 6 9 4 7 10 5 10 15 7 13 19 17 12 3 3 4 3 3 4 3 4 6 3 5 8 35 16 3 3 5 3 4 5 3 5 8 4 7 10 92 19.2 3 4 6 3 4 6 3 h 9 4 8 12 24 3 5 7 3 5 8 4 8 11 5 10 15 12 3 3 3 3 3 3 3 3 5 3 4 6 16 3 3 4 3 3 4 3 4 6 3 5 R 12.12 19.2 3 3 4 3 3 5 3 5 7 3 6 9 24 7 1 4 1 5 1 3 1 4 1 fi 1 3 1 6 9 4 8 11 I Nailing requirements shall be permitted to be reduced 25% if nods are clinched. 3 Heel joint com .coons are that required when the ridge is supported by s loadbecrmg wall, header or ridge beam designed to resist the applied loads. 3 When mtemedmte support of the rafter is provided by vesical struts or purlins to a Ioadbeanng wall, the tahul coed heel joint connection requirements shall be permined to be reduced proportionally to the reduction In spun, ' Equivalent mmoulLons arc ragweed for ceiling joist to ceiling joist lap splices. I Tabulated heel joint connotation requirements do not include the additional weight of the cm ling assembly. Tebulatedhaljoinlccmection requirerne©ts auumeceiling)oissormfurties are located at bottom ofthc ante space Whenceihng Anchorage pact imd to Lester Intent! loads shell be dctamined in the fawdadan design per Section 1.1A. joists at rafter Lim are located higher in the attic space, no auto storage is assumed, and the tabulated be,] Joint connection requirements shall I FWSCiptivc Wens are based an msumphona in Table 3.2. be increased by the following options: I Anchor bolls,, all be uniformly distributed along the length of the ebearwsll line, and in no can scall the anchor bah Ceiling Height/ Roof Ridge Hot] Joint Connection spacing exceed 5 fir. reaper For other anchor bolt Nmllstiow see Section 3.2.1.7. Height (HC/Hg) Adjustment Factors 3 SJI plate, .,Named to be to amd Southern Pipe. J(2 2 a' % -�1/3 I.5 ALL ROOF SHEATHING IIS TO BE FASTENED AND INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF T ,r 1/4 133 THE BUILDING CODE OF' NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) 1/5 1.25 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH 116 1.2 WIND EDITION. 1/10 I'll Note: Lateral deflection of the after below the rafter ties may exceed 3/4 inch when rafter tics are located above one-third ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). of the edge height, IT. or when He is greater than 2 feet and may require additional crosidemtion Acceptance of these drawings does not authorize the right to build without the authorization ALL PLYWOOD IS TO BI° NAILED TO TOP PLATES UNDER RAFTER TAILS. of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building AMERICAN FOREST& PAPER AAFOCIATInN Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Tin,, Scwd (mpl0wnd Gua; I I, Wind SpI 90 I l.0 I Ila I 120 I 130 I 14U J_10 SrnI3CfURAL Sl1EA1_U Sh ialat, Lucma.' Return raw Spas - - - - Building Dimeneim (inch ias, a c 7 Mulmwn Nail Spacing for Rd Common Nails or pool Box Nails (inches, o c )' ate u, hK Shewaig 13 n li 6 Ls b 12 6 II 6 13 6 I] 6 ❑ 6 L' ] I6 n 12 6 12 a 13 6 12 6 12 6 I2 6 is 6 6 In unur tune 2 2 3 3 4 4 5 5 W 28 2 3 3 4 4 5 5 6 192 a 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12' 6 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12' d 13' 6 Mae 12 6 12 6 12 6 12 6 12 6 12 6 13 6 6 70 6 16 6 12 6 12 6 123 6 12' 6 6 6 fi 6' a 17 pi,n o an Ldsc Lou 3 3 3 4 5 5 6 7 24 3 3 4 5 5 6 7 8 192 6 12' 6 12' 6 12' 6 6 6 6 6' 6' 6' 61 6 8 24 6 12' 6 121 6 6 6' 6' ti 6' 6' 6' 4' 4'Dablc 5 14'4' End null R,k, ur duke Tram w Li(ou, Oluh 0 fi 6' e b 6 6 6' 4 4 4' 4'GshhEnd 14 16 60 wall N4Aa ar ask, Truss who R4ke Ovcrlun• 6 6 6 6 M1 6 6 6 6 6 6' 61 d' a 17 Shr"Wmg Su, PahrrlSms Spucme Minimum Number of gad Cowman Nmla Building Dimeneim (i aches, a, c.1 Per Support ate u, hK Shewaig 12.19,2 _ 2 2 3 2 2 2 3 WO a, 1Ui 11-1,- I2L192 3 3 3 1 3 3 ] 3 E - Nad anoung at .act edge, (U) ) F Nail s,L,ng.1iumoedl.h..,,am intoe pond fell(ml Building Dimeneim Ir nal ahWatig withi.4 fen al the penme;er edge of the mot, ududwg 4 fast on each .it. of Wa mof peak, the 4 1..( perimeter edge nam m,adoncn, ni,oacmc,4s shill he axed, Perpendicular Or ' Tabulated L inch o.c, nail spacing assumes daall og attachM In rsBerNuu fi umiw membcm with G> 049 For framing memben with 0.42 < G <0,49. the tad sp,nngs in,]] be educed ,0 6 atlas ar c Number of false Required hi Shearwall Line ' Tubul.ned I, inch o c, nail apoema u,uma shcmhmg anached to maeri m , fmnmg members wou G> 049 t.r h Dia., member, on 147 <G <U 49, the owl ,pangs "hal be reduced ,o 4 Inches o c. 1 ' Tahahad 4 inch u e Out] sp.ag assume Aaahag atwched to ral4Jousc fuming mcmbrn with G> 049 For roming members with U 42 <G 4. 49, the oad apamge shad be rrdnred On 3 inch.. c 2 Table 3.2A 5/8" Anchor Bolts -Sill Plate to Foundation Connections Resisting Shear Loads from Wind - Exposure B (Prescriptive Altemative to Table 3.2) Three Sensed Guar Wind Speed (mph) 85 90 100 110 120 130 140 150 Fowdadm Building Dimeneim 5/8" Amber Bolls Supporting Perpendicular Or I 12 Shea all Line (A. Number of false Required hi Shearwall Line 12 12 1 1 2 2 2 2 3 3 16 16 2 2 2 2 3 3 3 4 6 20 2 2 2 3 3 4 4 5 6 24 2 2 3 3 4 4 5 5 W 28 2 3 3 4 4 5 5 6 1 story 32 3 3 3 4 5 5 6 7 4" Edge Zone 36 3 3 4 4 5 6 7 8 12 40 3 3 4 5 6 7 7 9 12 50 4 4 5 6 7 8 9 Il 6 60 4 5 6 7 8 10 11 13 :3 70 5 6 7 8 9 11 13 IS 80 6 6 8 9 11 ]3 14 17 20 3 3 3 4 5 5 6 7 24 3 3 4 5 5 6 7 8 28 3 4 4 5 6 7 8 9 32 4 4 5 6 7 8 9 11 2 Stories 36 4 5 6 7 8 9 10 12 40 5 5 6 7 9 10 12 13 50 6 6 8 9 11 12 14 16 60 7 7 9 11 13 15 17 19 70 8 B 10 12 15 17 20 23 80 9 10 12 14 17 19 23 26 28 4 5 6 7 8 10 11 13 32 5 5 7 8 9 II 13 14 36 5 6 7 9 10 12 14 16 3Stories 40 6 7 8 10 12 13 Ifi 19 50 7 8 10 12 14 17 19 22 60 9 10 12 14 17 20 23 26 70 10 11 14 17 20 23 27 31 80 12 13 16 19 23 26 31 35 Tubulated nal s bmldm loc.,ed rn Lx mum B, - 0nenorage mgUImow rem" u Mn town awe os, anew i m me motuanon a nga par immune I.i.q. paemgs nn.ana a g p Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind ' proscriptive, tints bfa ueumpdomtu Table 3.2, a Anchor bolts eheR bee tmfomly distributed slung the length ofthe ehenrwdl line, and W no case shill the awhor bolt Loads - Exposure B spacing eteeed 6 feat on center. For other anchor bolt llmitatiooa see Section 3.2.1.7 I Sill platin are uemnad to be nested Southern Pin. Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting T'hrce Srgond Dour 85 90 IW 110 120 130 140 150 Lateral and Shear Loads from Wind - Exposure B Wind Saeed m h - (Prescriptive Alternative to Table 32) B F E la. E F E P E P E F E F E F Tluee Second Gal Wind Sind 9p.mg Speed(osph) 85 90 100 110 120 IJU 140 150 (Wche=r, o.cJ Muwum NSI Spacing for da Common Nark at IW Bos NJla Ondaa, o.c.)' Bottom Plate Fsoon ,..=it mhar Bolt Faundauon $apP.mng Mni,mum Mahar Boll Spaung (o.)""'' ShcaWhlg Lowlion' 85 90 100 110 120 130 140 150 Foundation ',9 uilding Dimemlon ]1 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 mucor Zoos, 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 4 2 4 6 12 6 12 6 12 6 12 6 12 6 12' 6 W 6 12' 3 2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 4" Edge Zone 5 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12' 9 24 6 12 6 12 6 12 6 12 6 12' 6 12° 6 12r 6 12' StatOmg Size RnOa/fnirs Spacing Mbid Number Urged Common Naito a 10d Be, Nails (inch., oc) Pe Support sees Ixfi or u9 Sheathing 12.24 ; ] ] J l-- r.in...r 11.24 _ Lawml unit Sheer Loods Prescriptive limits sin bared oU acsumpmns m Table 3.2. ' Whin anchor bolts am aced to ram uplift, lateral, and she.' loads, We mwmmn anchor bolt spacing aball not exceed the les.' of the wbulamd values for uplift losds(Table 3,2C) or Miami cad shear load, (Table 3.213). For other anchor holt limiwdous sec Section :L2.17-,13.2.2.3. ' Tubulated anchor bolt,pn.gs for klenl and she.laads assume wells ., vheathed meccoNancc with Section 34.42 Forolherwallaheudung types the wbulsed anchor bell sr o n gs shell be divided by the appreprlsk d;ithWg type adjustment factor in Table 3 17D, but m on cuss shall each., bolt spacings entad 6 feel an teals s Far three second Rus wind apteds gra ver baii I10 mph, with o adulated lateral volae hum Table 3 5 gnsar than 262 pIf, lamral ..actions shinI be determined usme :a land, 'sen Table 3 5. e Nad spacing. pmol alga 0n;, F - Nad spacing ai inwnnedlam suppose i. We pad feld(a.) ' For svdl rheaWing wiWm4fM of the comes, the4 foot edge zovs atwohm.t mquhemeo4 slWl be GIM. n I Tabul&ted12Inch o.e.vall spacmgnsmmeeehevthingattachMmstud fnmlogmcmbmwith G20.49. ForfTn gmembmw;th0A25G<0,19,4henlilq inga Table 3.2C Sill ek Bottom Plate to Foundation Connections (Anchor Bolts) mall he mdural to snob...,. Resisting Uplift Loads from Wind - Exposure B ' Far exienor panel sld,ng. esvaevad box alb shsl be ,aminal m ed mbanmwd fa common mile. TehnlNed nail specinRs as,wve a kullang loceud m Exisuue B. (Prescriptive Alternative t0 Table 3.2) Table 3.2A 1/2" Anchor Bolts - Sill Plate to Foundation Connections Resisting Shear Loads from Wind - Exposure B TWm Second Oast Wina Speed( ph 85 90 100 110 120 130 IJO 150 (PrescriptivB:AltemativetoTable 3,2) Boom Plate to Founded.. Anchor But' Foundation Supporting Meatm..MchO,B.I1S.m Connection Remamv PP 8 p b lin 111 Three Second Gus[ )k and S cid m h 85 90 100 110 120 130 140 150 Foundation ',9 uilding Dimemlon 12 -Anchor Bolls Supporting Perpendicular in Sh.11 Lin. (ft.) Numha of Bolts Required m She.wsl Li se's 12 2 2 2 2 3 J 3 4 16 2 2 3 3 3 4 4 5 O 20 2 3 3 4 4 5 5 6 a 24 3 3 4 4 5 6 6 7 � 28 3 3 4 5 6 6 7 8 I Story 32 3 4 5 5 6 7 8 10 36 4 4 5 6 7 8 9 II Z 40 4 5 6 7 8 9 10 12 50 5 6 7 8 10 11 13 15 F -m 60 6 7 8 10 11 13 l5 I7 :3 70 7 8 9 11 13 15 18 20 - 80 8 9 11 13 15 IS 20 23 20 3 4 4 5 6 7 8 9 24 4 4 5 6 7 9 10 11 28 5 5 6 7 8 t0 11 13 32 5 6 7 8 to 11 13 15 2 Stories 36 6 6 8 9 11 13 14 17 40 6 7 8 10 12 14 16 18 50 8 9 IO 12 15 17 20 23 60 9 10 12 15 18 21 24 27 70 11 12 14 17 20 24 28 32 80 12 13 Ifi 20 23 27 32 36 - 28 6 7 8 10 11 13 15 18 32 7 7 9 11 13 15 17 20 36 8 8 10 12 14 17 20 22 3Smi., 40 8 9 l] 14 16 19 22 25 50 10 11 14 17 20 23 27 31 60 12 14 17 20 24 28 32 37 70 14 16 19 23 28 32 38 43 80 16 18 22 27 32 37 43 49 Uplift Lauds Focilot lve ltmlu are based on msumpti.m in Table 3.2. when arose halt, arc ..it,. newt uphill, lomrul, -d shear IeMs, the maximum -char bolt apeing shill not exceed We lesser of the tabulated '•mace m. upas,. maw 4, uoe , s.l ar tumnti ma ,neanoam Wine d.4BP rth Lifer anchor alt Irmiwnam sec S4amn 3.2.1 7 -d 3.2 2.3 ALTERNATE RIDGE STRAPPING DETAIL TO BE USED IN Au- CATHEDRAL LLCATHEDRAL LOCATIONS. SIMPSON MSTA24 STRAP TIE TO BE INSTALLED 16' em (ON EVERY RAFTER) � PROVIDE 2x6 COLLAR BE FACE NAIL USING (4) 100 NAILS UNDER RIDGE - 18' oat /TO EACH END OF COLLAR RE > UNDER RIDGE - 18' W. 'o♦ o o . / N\ 0 u 0 ENGINEER'S SEN, vnr.-p,m es 1/4"= 1'-0" I cote Slim Tac NAILING SCHEDULE NOTES SHm NO: W UaQ10 LUZ .<w/�'� 2 O a U Of 1s, � to 0 O N U T^ VJ W r- W Z Z LDM - rn Z W) W n W ->< :3_ Z p O •O F -m U :3 Q W Z Z d U U U mo OCT No: oRAvn gr: vnr.-p,m es 1/4"= 1'-0" I cote Slim Tac NAILING SCHEDULE NOTES SHm NO: ALL TABLES ARE FROM THE TION WOOD FRAME CONN II dD TWO FAMILY DWELLING (PRESCRIPTIVE DESIGN) 0 EDITION Table 3.23A Header Spans for Exterior Loadbearing Walls Resisting Wind Loads - Exposure B Throe Second Giml Wind Speed 85 90 100 110 120 130 140 150 (mph) Maximum HedariG Tear Span, for Common l,mmber Specios ]Ado Sia (R -m.) (R -m) (R.ia.) (R -m.) ill (R -w (IL -dr.) (M1.mJ 2-2x4 7-1 6-8 6-0 5.5 5-0 4-7 4-3 4-0 2-1ci 8.3 1-9 7-0 6.4 5-10 5.5 3-0 4.8 2-2X8 9.3 8-9 7-11 7.2 6-7 6.1 5-8 5.3 2-2x10 10-3 9-8 9-9 7-11 7-3 6-8 6-3 5-10 2-2x12 10-9 10-2 51 8-4 7-9 7-1 6.7 6�1 3-2x8 II -4 10-9 9.8 8-9 8-1 7.5 6.11 6.5 3.2x10 12.7 H-10 10-8 9-9 8.11 8-3 7-i 7-1 3.2.12 13-2 12-6 11-3 10-2 9-4 8-8 8-0 7-6 -12x8 13-1 12-5 11.2 30-2 9.4 8.7 8.0 7.5 4.2x10 14-6 13-8 12-4 11-2 10-1 9-6 A-10 8-3 4-2x12 15-3 14-5 13-0 11.9 10-10 10-0 9-3 8.8 2 Muxirl® HcadcNfiuhr Spans lar Glued Lrmr wBrocl's's's Svc (ft -1n.) (ft -in) (ft -in) (ft Hn.) (R -in) (flint (R: w.) alml 3.5,500 v t5.5 13-11 12-8 11-7 10-8 9-11 9-3 3m6875 to to 15.6 14-2 13-0 12-U 11-1 10.4 3xR.250 to 0 0 15-6 14.2 13 1 12-2 11-4 3.9.625 0 So 0 0 15.4 14-2 13-2 12.3 3x11000 c o v v or 15-1 14-0 13.1 3x12,375 c or to 0 0 0 14-I1 13.11 3x13.750 1 v to v v v 15-R 14-8 3X15.125 C o v to o v o 15.4 3X16.5000 v n i a n u u v 3x17.875 m ba c v v v 0 0 3x19250 o o re v o to o v 3x20.625 o Er o 0 0 0 v a 3x22,000 in n v o 0 o v to lx2i.375 v o as o c or v u 3x24750 v u u u u u v o 5.5.5000 u It o o c n n IS .5 5.6.975 o n o 0 0 o c o 5.9.250 0 o v o o v o o 5x9,625 3 3 v a o v o v ` Mmum=OBowubleheM /Su rapam=Umww to I= I Tabulated hinder spam shall he peamived w be divided by 0.96, for ftnnung riot located -Alma 8 feel ofbulldlmgcom rs '1 Shunned spoor aurone a bmldmg lowed atExpo D. s Tic uumbur uffuch amds rcyuucW at Such end of file horde shell be dCMrmmed from Table 3.22r. ' '1'ubWBad a'Mucs arc hued Go %2 Grade In aT-Fur sad Me applicable to sperlm with equal W grmxr Fp and E from We Supplement (i.a, Doughs; Fu -Lamp, South= Puts, or Sproce-Pine-Fir). ` Tabulated Nana MNme 24P combrnalion 0lutam. ° The number of full height Mad, wgoirod.1 each anal of 6e Leader, a hull be dmammed on accordance wnb'hlhle 3 23C Table 3.236 Header Spans for Exterior Non-Loadbearing Walls and Window Sill 1 Plate Spans Resisting Wind Loads - Exposure B Table Second Gus, Wmd Speed 85 90 Ion Illi 120 130 140 110 (mph) manum m HeMJv/uWm Spam for C=mnn Lnrrd er Spectre "-''s Siff (ft -int (ftft-m) (Ain)lot: m) (R --m.) (R -in) (ft an ITT loll 12x4 fndl 7.3 6-106-2 13 5-7 5.2 4.9 4-5 •1-I b2x6(flat) 10-7 1 10-0 9.0 8-3 7-6 6-11 6-5 6-0 2-2x4(flu) 10.9 10-2 9-2 8-4 7-B 7.1 6-6 6-1 2-2u6(fla) 1-9 14-11 13-5 12.2 II -2 10-4 9-7 8 -II ..om.mu aI.ap.m.aan re p ..som.rmow ivy aSo, bur umorn8nur rocmco wawmo ma ua wemma noncar. c '1'abaWWd spam my in building located 1n FspmnreH T Tahnlnmd header spam ue based on 10 foal .11 hugits For enc won hnghlM, H. the Nbuhad header Spans What] he divided by (HI a I ebul.md values are b rad an k2 Crude Helm -Fir, and art pplearlike to species with equal or grmlm Fraud E her. 6e StIFF m eau (1.e., Douglas Fir -Lamb, South= Pine, ar Spnrce Pim+u). The numhu of fid( heigla Saudis rcgmred at each cid of 6e hinder shall he delennisvd ur mxmJance .,6 fork, 3 23C, Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in Exterior Walls Resisting Wind Loads - Exposure B & C Wall Shirt Spacing (mJ 12 1 16 1 24 HmJm Strait (0.) N=hoof Full height Std Required at Each End drum (leader 2 (fL-m.) 1 1 4 2 2 1 13 I 3 2 R 4 1 4 10 5 4 ] 12 6 5 3 14 7 6 4 In 8 6 4 header ahall be worard to be reduced in ...ad.. wed, the regmounha is of Secliun 3 4.1 A.2 and Table 3.23D. Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill Plates in Exterior Walls Resisting Wind Loads - Exposure B & C pdro nce from Top Plate Down to Healer (a) or Distance from Bottom Plato Up to w ilacow Sill Plate 0611. WTJI Heigh[ (xdr), where x is the largar of o or h nn - Watt Stud Spciug (Lb.) Header S n R pa ( ) NumlSer of FWI Height Sped Required sl Each End of the Header' (fL-m.) 2 I l 1 1 1 I I I 1 I I 2-20 4 1 l 2 2 2 2 2 2 2 1 I 6.7 6 ! 2 2 1 3 3 3 3 2 3X17.875 I 12 8 l 2 3 4 4 4 4 4 3 - I IU -6 10 1 2 4 5 5 5 5 5 4 2 I 5x[5.125 12 1 3 4 fi 6 6 6 6 4 - 1 15.5 14 1 3 5 5 7 7 7 6 5 1 1 15-10 16 1 3 6 7 8 8 8 7 6 3 1 L 2 l 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 2 2 2_ 2 2 1 l 1 1 2 6 l 1 2 2 3 3 3 2 21 2 e 16 8 l 2 2 3 3 3 3 3 2 2 I v 10 1 2 .. 4 4 4 4 4 3 2 I 2 L^ 1 2 4 4 5 5 5 4 3 2 I 2 14 1 2 4 5 6 6 6 5 4 2 1 3 16 1 1 3 1 4 1 6 6 1 6 1 6 6 4 13 I 6 4 1 1 1 1 I 1 I I 1 I 1 3 d I 1 1 I 1 I 1 1 1 t I 3 6 l 1 1 4 16 4 3 2 2 6 24 8. 1 1 2 '2 ,2 2 2 2 2 1 I 10 1 1 2 3 3 3 3 3 2 1 1 12 1 2 2 3 3 3 3 3 2 _ I 14 1 2 3 3 4 4 4 3 1 2 1 16 1 2 3 4 4 4 4 413 2 1 me SapMnry or me cnnncenon or Ete top m bottom plata IS warn roe Oelght stns enrol W equal to The amt lateral load (w) given os Table 3.5 bunch bulfof the immoderation (I.11) divided b) the mammal l number of full height nude (NM xlected from 3 231) TOP or Bottom Plale w Each Full Height Stud Contraction - w-(U2F'NF'H Full He Igl Stud winner 5111 Pli 3.24A Header Spans for Interior Loadbearing Walls (Supporting One Center Bearing Floor) Dead LGad A.3 n ptions: Rvof/Ceilmg Assembly Dl,=10 psf Building Width (11.) 12 24 1 36 Maxrrmum. Header/Girder Spms for Common LumbI Soemes "' Headers Supporting Svc (ft: m.) (fL-m.) (H-im) One Floor Only 24x4 4.4 3.1 2-6 (Center Bearing) 2-2x6 6-5 4-6 3. 8 6-6 2-20 8.1 5.9 4-s 3xll-1100 2-2x10 9-11 7-0 5.9 n 2.2.12 11-6 8-1 6.7 14.5 3.2.8 10.2 7-2 5-10 11-11 3.2x1U 12.5 8-9 7-2 3X17.875 3-2x12 14.4 10.2 8-3 8-8 42x9 H-6 8-3 6.9 8.7 4-2x10 14-4 10-1 8-3 IU -6 4-2X12 0 11-9 9-7 epaos tar Ultea Stu fft: mJ (L im) (R. in.) 3.5.500 7.3 5-9 4-4 3x6.875 9.1 7-3 5-5 3x8.250 to. 11 8.8 6-6 3x9.625 11-9 10-1 7-] 3xll-1100 14.7 11-7 8-8 3x12.375 n 13-0 9.9 3x13.750 G 14.5 10-]0 3.15.125 0 15-11 11-11 3x16.500 o n 13-0 3X17.875 0 0 14-1 5X5.500 8-8 6.10 6.0 5X6.875 I0-9 8.7 7-6 5x9.625 15-1 12-0 IU -6 5x11.000 0 13-8 12-0 5x12.375 u 15-5 11-5 5.13.750 v u 15-0 5x[5.125 o an L Tweble bbodedmrdcr span exceeds 16 fact- spans are Ilmlted to 16 faL I Tubulated spans vet bored on 42 Grade Heil and am apphcabla to ap aim with equal or greater Fa and F from the Supplement (a c . Douglas Fir -Larch, Southern ?me, or Spruce -Pine -Fir). For N3 Grade amber, spans shall be multiplied by 0.75. Tabulated spans msume 24F combination ghtdon. T Tabulated PwW" ms=e Initiation supporting dogle "a fbnc isrs. For ITeadem supporting Co f irma is two span flnnrjoists tabulated spans shall be multiplied by 0.89. m The number ofjack studs required of each end of 6c hcadr's6aG be determined from Table 3.24C. ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table 3.248 Header Spans for Interior Loadbearing Walls (Supporting Two Center Bearing Floors) C_ Dead Load Ad muptiom RoodUrn ing Assembly DL am 10 pal Building Allow (R.) IZ 24 36 Mex®um HeWa!Oirdcs 5I for Hmdem Supporling Size e:np (ft -:20M r,=veto e n.) MAIL) Ione Fla., Only 2-2x4 2.10 2. 1 1 - 8 (ccnmrBarreµ) 2-2x6 4-2 3-1 2-6 3.10 2-2x8 5-4 311 3.3 1,cII am 12x10 6.6 4-9 3 1 12.0 1-2x12 7-6 5-6 4-7 8-3 3-2x8 6.9 4 - 10 4.0 7.0 32x10 8-1 6.0 4-11 3x17.875 1-2x12 15 6. If 5.9 or 4 -?x8 7-8 5-8 4-8 12-4 4-2x10 9-4 6-10 3-8 1 4--2v12 10. le 1 8.0 1 6 7 Sia (R -m.) (tt: m) I ITT. IT) 1x5500 5-4 3.3 2-6 3.6X,5 6-8 4.1 3.2 3,0315G 8-0 4-[1 3.10 30.625 9-4 5.9 4 5 1,cII am to.8 6.7 5.1 3X'.2375 12.0 7-5 5-9 1x13.750 13-4 8-3 6.4 3x15.125 L4-8 9-1 7.0 3.16.500 16-0 9-10 7-7 3x17.875 n 10-8 8-3 3x19250 or 11.6 8-11 3x20625 IS 12-4 9.6 3x22000 to 13-'-10-2 1 3x23375 0 14-0 10-9 1x24.750 o I4-10 11.5 50,100 6-10 4 10 3.7 5x6875 9.7 6-1 4-6 5.9.625 12-0 8-6 6-4 Sri, II olio 13-8 9.9 7.3 5,12.375 15.5 11-0 8-2 5x15.125 to 13-5 10-0 5x16.500 0 14-7 to -10 5.17875 to 15-10 H-9 5.19250 0 0 12-9 ,.In a5 0 v 13-7 Meremom insoluble headarlguxlu Wan exceuls I6 beet rpau rim limswd to 16 feet I Tabuhlcd spam na bee" an at Grade H= -Flo, and are applicable to spaics with equal or gnaw Fa aid E from Etc Supplement 0 e, Douglas Far -1 amh, Southern PNS, Or Slove"Pma-F.). For 03 Grade lumber, Spam shall be md0pnad by a 75 I Tubulated spans arsuwe IAF c=bwdon glulam. 1 Tobulated spam mlluma beaden supporting single span floogoish, Fm headers suppunmg canMudm roto spm Deal Mbu1mW spmu shall be multiplied by 0.99. e The number of ,-k studs raptured at each end of rhe hinder hhall be il,tcuumd form Trial, 1' Table 3.24C Jack Stud 'Requirements for Headers In Interior Loadbearing Walls Roof Span (11) 12 1 24 36 • Header Width Y' 4 5" 5" 6" 3- 4.5" 5" 6" 3" 4.5" 5" 6- l2-2xl '(3-2x) OM,GG9 ea M-aC and ML GW, GP, BW mtlSP aWn. IM (42x) (2-2x) (3-2s) _ (4-24 1 t2-20 (3-2x) _ (42x) Mrt4A"ua g - SC. MH,MLCL Header supporting Hab dre Number of lack Stud. Required at Each End of the Hinder a and lnoryrnk Span (ft ) amand GJ�n.ML lnomanlr. 2 1 1 1 1 1 1 1 1 1 1 1 1 66alwema 4 1 1 1 1 1 1 1 1 1 l 1 1 fi x6 6 ] 1 l 1 1 ! 1 1 2 l 1 1 One Floor Only 8 1 1 l 1 2 1 1 1 2 2 2 1 (Center Bearing) 10 1 1 l 1 2 2 1 1 3 2 2 2 Tote IIdL 12 1 1 L 1 2 2 2 1 3 2 2 2 6StAmdu,R 14 2 1 1 1 3 2 2 2 4 3 3 IU In 16 1 2 1 1 1 3 2 2 2 4 3 3 2 e 2 1 1 1 1 1 1 1 1 2 1 1 1 v 4 1 l 1 1 2 1 1 1 3 2 2 2 12 s,bJd 6 2 1 l 1 3 2 2 2 4 3 2 12 two Floors B FLmuvrle: 2 L 1 3 2 2 2 5 3 3 3 (Cibutar Hcant 10 2 2 2 1 4 3 1 2 6 4 d 3 12 3 2 2 2 5 3 3 3 7 5 4 4 14 3 2 2 2 5 4 3 3 8 5 5 4 16 4 3 2 2 6 4 4 3 9 6 5 5 ' Where 6e matter ofJaclt SLOW equina 1, Me neither snail oe peamlttaa m Da ouppmmU By S s lflg dnvnaT ocmcnau IT enc 1m1 height wail stud. An equivalent another a"- rail height suds the pertained to replace jack PA,, when adegry gravt y brnncctiom etc provided TABLE R404.1,111) PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS eeTABLE RAND 1.1) roar- 11..,- PLMNCGNCNETEMIM UMNOMINAL I PLAIN MASONRH MINIMUM NOMINAL WALL -SPACINGS `FOR WALLTHICKNEtB lmcheal THICKNESS Imam, AND SPACING'° MAXIMUM WALL MAXIMUM UNBALANCED Boli.1..d 3uadaa...a HEIGHT OMall BACKFILL NEIGHP IMtI 5 6 OM,GG9 ea M-aC and ML GW, GP, BW mtlSP aWn. IM MAXIMUM L Ma14R"ur rA u149' 1a N4 at 48"01 "MI40"oc. Ha at 48"ac. "5 a, 4b"o. c. MAXIMUM WALL UMMUNCEO GM, GC. SC. MH, Ill Mrt4A"ua g - SC. MH,MLCL HEIGHT FACNFILL HEIGHI° GW, GP, W. III and lnoryrnk GW. GP, SWand amand GJ�n.ML lnomanlr. _ (loot) peeq SW and SP uW ML CL SP SM CL 4 L fi 6 6solidd urA 66alwema k4 .110'.,, 5 6 fi 6 6sollddol8 ds at W, In,,. 10 s Mu156`.... nor at 56"oc.- 4 6 6 6 6 solids or 8 fi x6 soled` or 8 W 5 6 6 6 6solidd orbIU c6m 56'oc. I B N5 in, 56•..C. 8s R 47,1.16 0 I4 5 6 6 6 o,nlide ur8 MKXr ac, 8 6 5 6 6 RII 6ao11JdIll 8 IU 10 ".156"a.0. n 6 19 IU C 0 .tid, 44 at 16`oc tl 8 IG I'2 Tote IIdL A Schad For SI I mall - 35 4 mm, I foo: - 30a; a an 4 6 6 6 6sS11d6 ur8 b5olddmS 8 5 68 fi Z 6StAmdu,R 10 12 d 6 S6 8 10 10 12 17 chord ] a IU In '2 12 suhdd Fuomolee 6 10 pl t2 .Osohd• 12 solrid Fummnlcr I e 6 L 6ruhdd orb bSchad In x IU v 6 15 10 IU 12 12 sLhdJ ^ 8 11) 10 12 12 s,bJd Fnnmarc % IU 10 12 12 aui,dd Pail a Faomal.: 9 10 12 Final he Pdammee FLmuvrle: roomolee r., Ineb 234n1m,I mr, (.:h TT, I pane, w, S, men=6695 Pa. - a,Mune-vI, I net Type M o1 S andmamnry ahal: be Iv d n..,I in, head. U.....a nellnw mamTn units uv Vaun.ncJexon' Sehrmm1--hodlueol L Sir - e. W, m ¢wrdanea wnh me LoiNd San Clarvncnrmn 5ysmm. Reier la Taber, hunts 1 c Ilnbel.... u.kfill heiµhUz the mllerenu,e heiglvui Jleeamnur and m¢rlarfinu6 younJ bvalr. When nn m¢norcnncraa slnLs ,m..-J,.Iwmhllanord h boil 'a Sla ,ball h m.uurN 1mm the exlemr finish mound have 1n 1he mp of the iu4nul LV nerem slxh J Sn LI mwed hollow anile w>nhJ mamnry unlls e LL'ull eenrwnma mall be iu wcurJ.nre sorb L6lc INr,4110).radco,calta n.,rov:AM I n d..... 151 ymrcd. 8 Thukncas may' ae a Ir.hes, provided lnnnmur LpcnfieA aolnplxss Le amenNeh orcanemlak w 4A X psi eeTABLE RAND 1.1) roar- 11..,- A 61a7ushall be Typa Yl or5MJ masonry Shall be In it n nlnning wild h. Ahern1 as mnJmalnN Nr e,res and ayuuiaas aYVla� en eplivnlem clan-ncunnnl ora Ofreiufunemem per Imul {bomfwull sl all 1e perne:rN yru"Wal Jw sp,nng ufd.e I eiLfurermmt arcs nal umcJ 1'1 Urhn . vmrnJ renlueuvrnnn,ll be Grate fio minimsm'fne Arslanu Lwu malas nl one smaNe of 6e watlmme cenmreRsmcal mrnlnrcrmnv,Lull vet a.leasl 5 md'.cs d. Suit clams ac at nicotinic with Ile Imfmd Se, Can11iGnion Syvenr. RXre la Time H405 I. e UnbenneA hnckfdl borfJn m mad ^emnce in llelxhmUhe evrennrnnd dta:mr 6mrh Rrnlmd levelM where lm lr mall.nema si.b s pmeded, the ud S.IW laid nu.krlI Fat 1s.i.l'oe meamed fink rhe Meier:room q pond Incl m Jn.up Ofthe SE"o. WI rich TABLE R41b.1.1((J) REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS VERTICAL REINFORCEMENT SIZE AND SPA61NOaq FOR 1]4NCH NOMINAL WALL THICKNESS FHM6!UIGI WALL MA%IMMM t'NIIALANCEn 9011 cloacasT BACKFA L HEIGHT• OW, GP, 900 and SF EC, MH, MLnndlnorymlcCL (,burl Mona am. OG am, SI and ML arils zo1U -1 "atl2 oleMa�72a,c. 14 d'.T"er 5 sit n172'.a hI.02'oc. H4 ar 72'nc U Mat 72"uo 0L1m64'.a Ki r4d'u.c. -� 5 Y4 .172' o c. R4 at 48" n c NS a1 56 ac. 5 004 a-,72. "ac. 44.2"uc "x172"ac g 6 Nom[7o. c. 44 a156`os, Y,Sw72"uc 7 H4064 H5 ar or ac rill al 32 ..0 8 Ma, 411"oe 041IVSE r_-, 5 M 40 ox 5 " x1720172 rile. k9 al ]2" rile.Y 1n 6 44 at 72"1 Y,4a56"n,r.61"97 Ma150'or d4.t 40'.1.1 d al e4a. c. 8 444164' oc II M me9 H5ar 56'oc a7m72'ncIm51 111.h.2iATm,Ifol-361.8mm-' a Nlurwr slat br fypc M m 8 root masonry ilull Le ILiL' m mmm�g Mad L Al rcmli.eiegnnvada and apncing h' ba un eyulw civ ams rnllanal vee m rc:nio-suun Ilvr 1lnenl':wuf cull mall M peon 11eJ pm• JW Ne III o1np of nc mnforecaxm Jun -m excud R iachv a 1'fnmel rnvfoav'.uwunall hn Grodo 60 nlmmuT I Fe Ars:unre f one 16L tum erlhewil site of Jm wall m Iv rnrter o(vm¢al rtmrwvn,mn, uLell6: a lean n ]s mu res, d .Sn. nss,aUIn secretaries, -1111 are Lr6ed XmM l Cinssliemn Syemm fer Rrty Tabla Rue_ e U4/Wurea bee µftlhnghl is WeJOcmneem hcighl ui Jmeucwnadmlene w final%and(eve's Whae en inlenor concrete slnb s PIU.. a{the nnhmlanmJ Mntill I,elah shall he mccomd from Me Cromor tin ah 4cend Icva m da toy of or. inlenor eanarcre slat TABLE Rail 1a7 �P MINIMUM VERTICAL REINFORCEMENT SNE AND -SPACINGS `FOR 14NCH NOMINAL WALL WtCKNEM AND SPACING'° MAXIMUM WALL MAXIMUM UNBALANCED Boli.1..d MAXIMUMWALL HEIGHT HEIGHT OMall BACKFILL NEIGHP IMtI 5 6 OM,GG9 ea M-aC and ML GW, GP, BW mtlSP aWn. IM EC, MH, MLCL and marinade CLMalla L Ma14R"ur rA u149' 1a N4 at 48"01 "MI40"oc. Ha at 48"ac. "5 a, 4b"o. c. 4 1 `4R".a 04 at 48- ox. tar) Mrt4A"ua g - 5 6 5 6 1 8 5 6 1 4J a14tl"n,c 44 or 48" do M ar 40" o,c. i'4 nl 48- a.C. 44x148"ox. H5 at4g'u.e. Y5 at 40'..a. 84 at 48' an, rt at 48 are 4.5,148"oc M4 at 48'. b. tl5.148" oc. F5 .140" a,c. N4 A, 4g" a C 45 i, 48"oc 46.148"or. 06 at 40-o L. ;/.1 al 40"C.c. As .140" o c 96 .14R' u r Y4 at 40- u.r. 45 a140"ant. P6a14U'oc. 4nm do p5 or 48'oc Son.4+" u e he a132'ur. ') Mm4r111 N5 0148' au. X6 at 1s, ox. 4 8 9 NS o14n" o c 46m40"oc. Ir6 a1 J2" ..c, H'6 xt 24 'd kb x124' as. 16m A 61a7ushall be Typa Yl or5MJ masonry Shall be In it n nlnning wild h. Ahern1 as mnJmalnN Nr e,res and ayuuiaas aYVla� en eplivnlem clan-ncunnnl ora Ofreiufunemem per Imul {bomfwull sl all 1e perne:rN yru"Wal Jw sp,nng ufd.e I eiLfurermmt arcs nal umcJ 1'1 Urhn . vmrnJ renlueuvrnnn,ll be Grate fio minimsm'fne Arslanu Lwu malas nl one smaNe of 6e watlmme cenmreRsmcal mrnlnrcrmnv,Lull vet a.leasl 5 md'.cs d. Suit clams ac at nicotinic with Ile Imfmd Se, Can11iGnion Syvenr. RXre la Time H405 I. e UnbenneA hnckfdl borfJn m mad ^emnce in llelxhmUhe evrennrnnd dta:mr 6mrh Rrnlmd levelM where lm lr mall.nema si.b s pmeded, the ud S.IW laid nu.krlI Fat 1s.i.l'oe meamed fink rhe Meier:room q pond Incl m Jn.up Ofthe SE"o. WI rich TABLE R41b.1.1((J) REINFORCED CONCRETE AND MASONRYa FOUNDATION WALLS VERTICAL REINFORCEMENT SIZE AND SPA61NOaq FOR 1]4NCH NOMINAL WALL THICKNESS FHM6!UIGI WALL MA%IMMM t'NIIALANCEn 9011 cloacasT BACKFA L HEIGHT• OW, GP, 900 and SF EC, MH, MLnndlnorymlcCL (,burl Mona am. OG am, SI and ML arils zo1U -1 "atl2 oleMa�72a,c. 14 d'.T"er 5 sit n172'.a hI.02'oc. H4 ar 72'nc U Mat 72"uo 0L1m64'.a Ki r4d'u.c. -� 5 Y4 .172' o c. R4 at 48" n c NS a1 56 ac. 5 004 a-,72. "ac. 44.2"uc "x172"ac g 6 Nom[7o. c. 44 a156`os, Y,Sw72"uc 7 H4064 H5 ar or ac rill al 32 ..0 8 Ma, 411"oe 041IVSE r_-, 5 M 40 ox 5 " x1720172 rile. k9 al ]2" rile.Y 1n 6 44 at 72"1 Y,4a56"n,r.61"97 Ma150'or d4.t 40'.1.1 d al e4a. c. 8 444164' oc II M me9 H5ar 56'oc a7m72'ncIm51 111.h.2iATm,Ifol-361.8mm-' a Nlurwr slat br fypc M m 8 root masonry ilull Le ILiL' m mmm�g Mad L Al rcmli.eiegnnvada and apncing h' ba un eyulw civ ams rnllanal vee m rc:nio-suun Ilvr 1lnenl':wuf cull mall M peon 11eJ pm• JW Ne III o1np of nc mnforecaxm Jun -m excud R iachv a 1'fnmel rnvfoav'.uwunall hn Grodo 60 nlmmuT I Fe Ars:unre f one 16L tum erlhewil site of Jm wall m Iv rnrter o(vm¢al rtmrwvn,mn, uLell6: a lean n ]s mu res, d .Sn. nss,aUIn secretaries, -1111 are Lr6ed XmM l Cinssliemn Syemm fer Rrty Tabla Rue_ e U4/Wurea bee µftlhnghl is WeJOcmneem hcighl ui Jmeucwnadmlene w final%and(eve's Whae en inlenor concrete slnb s PIU.. a{the nnhmlanmJ Mntill I,elah shall he mccomd from Me Cromor tin ah 4cend Icva m da toy of or. inlenor eanarcre slat TABLE Rail 1a7 �P REINFORCED CONCRETE AND MASON FOUNDATION WALLS MINIMUM VERTICAL. REINFORCEMENT SIZE AND SPACING'° FOR te4NCH NOMINAL WALL THICKNESS MAXIMUMWALL HEIGHT MAXIMUM BNBAL poll Claoa QW. OP. RW W BACRFlLL HEIG NEIGHIa and LU Z tar) BGMK L. and Qeep IM 6P .SIM GM, GC, EN,SWBC mJ ML aolb ennae minim CL ..If. 4 56"oc it it 56"o.c x 5 44m N4 net i6'oc 140151 Mat 56"n.c Nom iN'ac. , 6 Mal sn`., 44 at 48"u.. k4 .110'.,, T 64.t 56o.c NS at 56" ac O 0 ds at W, In,,. al s Mu156`.... nor at 56"oc.- 10 rhe nl is, toc. s L p4 at 56" ole 04 and S- ac W 45 at 56' a.c W " A4 a148'oe, Mat 32"oc c6m 56'oc. I B N5 in, 56•..C. NS u140"0.r 47,1.16 0 5 Fit M56"o.a. 114 nt%eoc H) MKXr ac, Z 6 M .1 56* E., 94 X140" a.c 44 M 32' oc 9 7 ".156"a.0. 45 u1411"or. "n148`.c ".112"Ita PG at 48'ac. 44 at 16`oc 91 k5 at 40" n.c. R6 Y 40' u.u. 47 at 40" u r For SI I mall - 35 4 mm, I foo: - 30a; a an a. Mormon All Me IvPm N or S and .min" rhell net la 6 in rvnnm8 Lend, F L, ANeand L e loneness bar a no, mJ spaengr navel& an'1114al Loon- anonal.. ofminfunemenl per Immo tont it wall All l Le pLruna;J Fronded 6r Spu'ng Mae romanticism, daw nal exceed 72,1 c bomb.-etnrnrmmm, "I la GrvJe 60 mininhou The Jalieva from Ino face afore snit side of U. wall an the cemefafveniuheinfonemanl ball he o' can h 15.rLhe1 Z ,I)sol,J.-S we rs awrmlanre ww nen Umned Sod Chwitirvunn SP... , a,, w IWI. R W 5 1. U e Imh ln•N Lnlill helµMurned,3'clmwe cUrei%hl.flhr cvoennrnnd mm.l0, femd.araundleveb Whereaunwriurcuncrmealob spmndcd,Io,una.el-11 oar V it lIonst rhu'I re remained tram the nuc to, bleb,ovel revel m 6e mp ur6e IneStar 0onerere sob O Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. ENGINEER'S SFN. Plarl W. Not" W. cHErxm Br: SCAT£ SHEET TIRE FOUNDATION THICKNESS REINFORCEMENT TABLES SHEET N0. LU y.r..l :1 -TUI: W QZ LU Z tar) o x _M ao� U) ^ O 0 N QL al LU 10 W W r Z Z I - H) Z O W 1`1 zW_D� Sse Z H MUCS v F D Z EL U O U Plarl W. Not" W. cHErxm Br: SCAT£ SHEET TIRE FOUNDATION THICKNESS REINFORCEMENT TABLES SHEET N0.