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HomeMy WebLinkAbout29908-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30235 Date: 06/08/04 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 4025 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 128 Block 3 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 17, 2003 pursuant to which Building Permit No. 29908-Z dated DECEMBER 5, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION AND ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES R CASSIDY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 84504H 06/03/04 PLUMBERS CERTIFICATION DATED N/A -'�412?�?Olool //A�trized Signature Rev. 1/81 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. 29908 Z Date DECEMBER 5, 2003 Permission is hereby granted to: JAMES R CASSIDY LAUREL,NY 11948 for CONSTRUCTION OF ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4025 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 128 Block 0003 Lot No. 013 pursuant to application dated NOVEMBER 17, 2003 and approved by the Building Inspector to expire on JUNE 5, 2005 . Fee $ 150 . 00 A 1 i ized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. G - 7 New Construction: / Old or Pre-existing Building: (check one) Location of Property: �/ORS /°ee c W1AL-1101- .4vl(£ 4— House House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section /.Z V,00 Block o S- o 6 Lot >3, on d Subdivision Filed Map. Lot: Permit No. .2 9 9 o ?' a� Date of Permit. ) 7 rvc v, c 3 Applicant: OrN,,, Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �o -;?-, ?>o-a:;3 Is Applicant Signature .. S �I All II Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 6/3/2004 375 Dunton Avenue 84504H > East Patchogue, New York 11772 (631)286-6642 - Issued To: Mr. James Cassidy fy. _ Street: 4065 Peconic Bay Blvd � Village: Laurel Zip: 11948 Town: Southold •, Section: Block: Lot: Contractor: y Was examined and found to be in compliance with the National Electrical Code. i- >- ❑ Commercial ❑ NV Defects ❑ Pool ❑8 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub X❑ Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor ❑ Outdoor ❑X Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 6 13 1 2 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves M == Furnace on Gas Circulators Smoke Detector Bell Transformer },. ` — Meter Amps Phase UG/OH Jacuzzi Television CO Detector ,; ;t•�a� � ky �Y. Bldg. Permit. Other Equipment sr. . Hugo SO. Surdi President Rough Inspection: 01/27/2004 Inspector: Sean P.Hightower Final Inspection: 06/02/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ELECTRICAL INSPECTION SERVICE,INC.,is not responsible for the existing conditions at the subject premises. ELECTRICAL INSPECTION SERVICE, INC., is not responsible for corrections, upgrading or replacement of existing electrical violations at the subject premises. Any corrective work shall be solely the responsibility of the property owner. ELECTRICAL INSPECTION SERVICE,INC.,DOESNOT WARRANTY OR UNDERWRITE THE ELECTRICAL CONDITIONSAT THE PREMISES. ELECTRICAL INSPECTION SERVICE, INC., only recognizes the National Electrical Code, the New York State Building Construction Code and Local Municipal codes. AN ELECTRICAL SURVEY, consists of a visual examination of the premises ONLY.- Electrical Inspection Service Inc., will comply with the requirements of NFPA 73, latest edition Chapter 1, Section 1-1, 1-2. If violations exist a letter will be issued requiring correction by a licensed electrical contractor. After the violation has been corrected, a re-inspection will be conducted and if approved a certificate shall be issued. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all walls are opened and wires and devices are exposed prior to the survey being conducted. A CERTIFICATE is non-transferable. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of constmcdon. After completion of the construction a final inspection will be conducted at which time a certificate will be issued provided no violation exists. In the event no inspection is requested during the rough stages of construction ELECTRICAL INSPECTION SERVICE,INC., at the inspector's discretion,will handle the situation on a case to case basis. .ELECTRICAL INSPECTION SERVICE, INC., shall not be responsible to remove any walls in order to conduct an electrical inspection. ELECTRICAL INSPECTION SERVICE INC.,will only release information,certificates and reports to the applicant afterpaymentfor services rendered have been paid in full. ELECTRICAL INSPECTION SERVICE,INC.,assumes no iiabiiity for the results of its inspections. The agreement may not be changed orally. TOWN OF SOUTHOLD OPERTY RECORD CARD OWNER STREET 0 a,6VILLAGE DISTRICT 41 l6._ LOT n� FORMER OWNER _ r r7 ,/ E SAGE o` TYPE OF BUILDING Pfl .� • yt �r1 I` y ..- �uIJ-� RES. 2 p SEAS. VL. FARM COMM. I IND. I CB. ( MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS (1 3 Si 4 L) © !� , A-e So 0 60 ti D U -- Z 64 3 .26 5 x/ 40 l� 1��F .�' C'aP �l �� ,�ie� ✓ �e �e�l;ce/a /Sg t0 2AI8r-ccar.=rgrj @agg- - -ro t a - O �x AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD +' Tillable 1 BULKHEAD r Tillable 2 DOCK :a 97 Tillable 3 Woodland Swampland Brushland House Plot Tota 1'74 e- �`��; � ice.. � � � ■■■■■■■■■ N ■■■■! ■■ I■■N■N M. •• ' / •/ •• • •• th Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place Heat Porch Roof • • /� ®® I• • ••• • •• • • ���� TOWN OF SOUTHOLD kOPIRTY RECORD CARD OWNER STREET 171,Qa& VILLAGE DISTRICT -SLt6... LOT FORMER YOWNER E �a ''' " �`� MtAGE i X4y-oho d ri b[k• l folltei M C C f 440 _ S W, t TYPE OF BUILDING • A i'4 1 2- ., We - �o�- (�e 1 I.4•t U r Gw''1'y�. RES. Z p SEAS. VL. FARM COMM. ( IND. I CB. ( MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS op- QQ UitoIt 'Wo/ �Ip jih fe i�a1-o�aAdo P .5.�` /�/�3 JO« ATL J6 e17a�e�t s/O 7a be 1Ce{Q IJr9 �, 10 a?-= 100�j �a - TO a 1 - 51 `• ©62X AGE . BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER z A, Jy Farm Acre Value Per Acre Value FRONTAGE ON ROAD � . Tillable 1 BULKHEAD Tillable 2 DOCK 5 Tillable 3 Woodland t. z Swampland Brushlond i - _ ..� ._ - ; ■■■■fes■■■I�■ - ' Extension BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /2%'/03 APPLICANT: mljl�,u DATE SUBMITTED: 1 / 130-/03 SCTM#DISTRICT: 1,000, SECTION: 21 , BLOCK: , LOT: SUBDIVISION: It.%C ADDRESS: �C TY: 4 ZONING DISTRICT: CONFORMING? A/4 BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming a�ti.me after 7/1 REQ. LOT SIZE: ` otl— ACT. LOT SIZE:223-7 REQ. LOT COV. ACT. LOT /o REQ. FRONT o PROP. FRONT REQ SIDE /� ACT. SIDE ✓ /7 / REQREAR So PROP. REAR REQ. HEIGHT PROP. HEIGHT + PROJECT DESCRIPTION: "V-. ESTIMATED PROJECT COST: ARCHITECTAIS GINEEE 74A. WATER FRONT? G_DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or RED #): DTE: _/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y or� NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE / _/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or DTE: ! / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE:- /_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YESko NEW YORK STATE CODEC MPLIANCE SEE PAGE 2): YES or NO NOTES:d?"o� _ 04 of FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 6 SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE I• (-SF)- ( SF)= SF X $-=$-+$ +$ _$ 2. ( —SF)- ( SF)= SF X $ =$ +$ +$ _$ 3. (—SF)- (__—_—_SF)= SFX $ -=$—+$—+$ FINAL TO :: $� NEW YORK STAT CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHI SIGN CRITERIA: Ground Snow Load:45 ind Speed: 120MP Seismic Des' Category:B rin : Severe Frost Depth:36" Ternute• -H Decay: S- Weathe g P Design Temp: 11 Ice Shield Underlay:YES lood Hazards: � 1 USE/OCCUPANCY CLASSIFICATION:: HEIGHT/FIRE AREA: ✓ TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED SCRIPTIVE w FULL FRAMING DESIGN ELEMENTS HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:)q/N DESIGN LOAD CALCULATIONS&1 LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENT N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE-()N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPM : Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: r DATE t 4 d j INSPECTOR suauiNa DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE 1'3 INSPECTOR l suiLDiNc oar. INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 00, L DATE INSPECTOR suiwINa Dear. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL FIREPLACES CHIMNEY REMARKS: r DATE 1- INSPECTOR .Z-. 1 f f M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE S CHIMNEY REMARKS: J � DATE / INSPECTOR A,31.^-.O BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ 7GH PLBG. FOUNDATION 2ND [ CATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE d� � INSPECTOR /� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG BG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ot— REMARKS: 6D /-L" Zia- xr��) V-11� -- DATE ( � INSPECTOR c2pz�- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [>] ROUGHBG. [ ] FOUNDATION 2ND [ CATION ] FRAMING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � � INSPECTOR ro - - -- �� _ A 21 Wl If r1i -,,,mapIF - ; Air �� ,� _ �► Ow 01, roll — — TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING EMPARTMENT Do you have or need the fallowing,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Bsard approval FAX: (631) 765-9502 to� Survey r/ www. northfork.net/Southold/ PERMIT NO. ��' Check J D 63 Septic Form N.Y.S.D.E.C. Trustees Examined /�/� ,20 Contact: Approved ,20 Mail to: Disapproved a/ Phone:M-Lf 1/Y 0 Expiration ,20 .5' Building Inspector ' NOV 2003 APPLICATION FOR BUILDING PERMIT Date /f- 7 , 20 3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur of applicant or name,if a corporation) (Mailin address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises R e,,Wl dv (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /028',a Block o 3, oo Lot Subdivision Filed Map No. MOW ' (Name) ±�vK '„ r t 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e��s b. Intended use and occupancy, ��f 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Oye Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars '77,--- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. le;. 7. Dimensions of existing structures, if any: Front Z_Q Rear '60 Depth ,2 `l Height / 2 ' Number of Stories Dimensions of same structure with alterations or additions: Front 7 a ' 3 - Rear 2a 2 Depth ,1411 Height 12-- Number of Stories I 8. Dimensions of entire new construction: Front /7"Rear 30 ' Depth i32e Height > L Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase1,2 9 F Name of Former Owner ",s -,-eA1 je ,& 11. Zone or use district in which premises are situated 1' 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Aill excess fill be removed from premises? YES NO 14. Names of Owner of premises ,T,wzg,R�i1SS• Address!02 Jrd-rf jvc®..;c&1 'APhone No. Name of Architect 5 .ZeZgo-r/ Address Y9w, ewaV-'t-,eel /dig Phone No 0 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 B�SQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) T29"5 If C'5 56'QI✓ being duly sworn,deposes and says that(s)he is the applicant (Name of individual iigning contract) above named, (S)He is the p&✓N�—,P (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. Swo o before me thi day of tit; 20,26 N t Puthe Signature of Applicant Notary Public,State 0f NewYA No.OID06095328,Suffolk Term Expires July 7,20 IU�L6I8� tc:um rhh atn 4ob soar tS�ttn� n. U�In>r� �;i•,vH; :;ve: ✓• -3�' : Owi 7f rNo ro v , z s'er ........... 6 F.. Ir" o S• �O7.rdJA -' f E G7Nl C E Y c;CJ Ems' i; i ,�-1.4,� caF' �i^F•���-rte ' POZ Ili 9. �Z/Rllfv �? r- 6 d%•G'/"t?1?.�eed 71G7 11' «SC�+.+�"F•t?Lht' �=GUNTY,N.Y: s/cir-,7isy r�" ,�;., '�:�cr n as 1'Y't��cr n•r v n f 4 _ I 1 BASE VALUES Fort WESTERN DIMENSION LUMBER " c m d SizesSIDING SCHEDULE USE 2"T A"thick and wider to re NAILING SCHEDULE USE WITH APPROPRIATEli.aougg,l91STMENTSINTABLESATHROUGHG GENERAL NOTES Table 3.1 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS maa"a °ansa In w.,lem Gmmng awes'w,3ed"m 40.00.4100,42006 ezw as9 she"s N.laa a"ams,se°sa n°a 0550 3 c°mp....l"n :G NUMBER OF NAILS NAIL SPACING TYPE OFSUPPORTS FOR THE SIDING MATERIAL FASTENERS bireme Tendon Q JOINT DESCRIPTION sPemaa Fiber erldlr eaa Pnrnd. eodaelam remeu- rnmum eesamesm W eeder or oraup cf°a° In eendln 'Fi' t°Grain spear moms m mem amnlmly t. All work to conform to the lutes and regulations of the New York July 2002 Energy Cvnservallon Construction � r ROOF FRAMING s-Inoo "F^ ••F:• •'F.r^ "F,." "E" Code, All window areas to be doubiu glazed, low E If required. See energy sheet for window U-Value n NOMINAL SHEATHINGal Fiberboard Gypsum Number or (See Table 3.3A, 3 -ed) per rafter THICKNESS JOINT PAPER panel sheathing sheath Direct to spacing of specified. 3 Rafter IG lop plate (toe-nailed) g 9 p g L...to Flr e91°W t at, el 1450 moo 95 625 1500 1.000,00° P ler joist SIDING MATERIAL (Inches) TREATMENT REQUIRED sheathing Into stud Into stud elude fasteners LFrob No 1 nmr. 1000 615 95 625 1450 1,700,000 �° See Table 3.3A, 3-Bd) I J - p",ml""n, pl9 I 1005 615 95 625 1400 1.700,000 2, All work shall be perlonned In accordance with the new 2003 NYS Building Code, as well as municipal m Ceiling joist to top plate (loo-nailed) ( il 0.120 sell 0.120 pall Vial°.bah r'".2 e75 515 95 625 1300 1,600,009See Table 3.7) E soil lap Vinyl Siding 0,035 Lap No 2" 2" Not Same as stud Na.a 500 325 95 625 756 LCoO,oss end local bullding codes..All bulldirns will be designed for the 110 mph Wlnd Zone, eccerding to the referenceCeiling Joist to parallel rafter(lace-nailed) ( /s" Stepla-2'/," Staple-2'/," allowed spacing con=Imonon1600 650 9s ez5 Isoo 1,505.000 (AF & PA) Wood Frame Conslruclion Manuel for One end Two Family Dwellings. see Table 3.7) E Soh lap Standard 550 375 95 625 1350 1,400.000 Coiling joist laps over partitions (face-nailed) ( n o.l2o pan 0.120 nail Not llllpry 175 175 95 625 075 L3Dg005 S. The contractor shall verify all measurements and conditions at the site. Any discrepancies or hidden conditions (see Table 3.4) ioer Ile Without 0.019 Lep No 1'/e"long 2"tong 2"long allowed swa 775 Oso 95 625 e25 1.400.000 must be brought to the attention of the Engineer or Architect prior to commencement of construction. Engineer Collar lie 10 teller(face-nailed) Horizontal Insulallon 0.120 nail 0.120 nail 0.120 nail Not $ems es stud Douro.Ft, select sauaw,m 1300 075 90 52° 1550 +.400,000 or Architect not responsible for any hidden condition In the field. The contractor shall be responsible for 2-Bd each end aluminum 0.024 Lap No V/r"long 2"long 2"long allowed spacing s"um Na.t 900 coo 90 520 1409 1,300.000 corrections not reported once he has started work. Engineer or Architect has not been retained for any Blocking to rafter (loo-nailed) N".2 els 525 90 520 1300 1,200.000 2-i6d each end With °00915'15` No 3 470 050 90 azo Iso +,mo,000 held supervision, construction review or Inspection unless slated In a letter. The homeowner or contractor g Rim board to rafter(end-nalled) 0.019 Lap No 0.120 pall 0.120 pall 0.120 nail 0.120 nail sown Insulation Ph"long 2'/r"long 2'/z"long Vl,"long cannaucaon szs 000 90 5zo leso t.zov.000 must request any held Inspection. Sounaerd 525 350 90 520 m09 1,10°,000 WALL FRAMING only 250 150 90 520 675 +,'00,005 4, The Engineer or Architect Is not responsible ler any site work Including sanitary system, bullding height, S ler IOOI Brick veneer 2 Secllon Yes 2-i6d Concrete masonry See Section R703 and Figure R703.7 Stud e50 425 e° 52o e25 t,m0.000 r'I Top plate to top plate (face-nailed) 2 8703 (m) _ setbacks, elevations, druhlage, rolelrrng walls, In accordance with a site plan prepared by homeowner's ° °o t 4-16d Joint: - each side veneer Top plates 8l(OlerseCfl005 (lace-nailed) Nem-Fh eeleal sSocwral Viso 900 75 405 1500 1,605,000 surveyor. 'y Section No.t e err 1050 700 75 405 1350 11500,00° u 2-i6d C4"O.C. $tone veneer 2 R703 Yes See Secllon R703 end Figure R703.7 �aao •m's's pro t 950 600 75 405 1300 LSoo,vvv Stud to stud (lace-palled) canmmm aw n, 14°.2 B50 500 75 405 1250 1.350.000 5. The conlraclor shell verily all S4' 'all locations and headroom heights with slab mechanic before training m i6d 16"0.11. along edges Gmndnr tm.3 500 300 75 405 725 1,200,000 shall commence. All stall, bunt.,_ m,.0 tailing to NYS Code. a m Header to header(face-nailed) __ Fena°SMw Flr eora.rd bn 975 575 75 405 1500 1.300,000 'a IN"'O color, rd 550 326 75 405 1300 1.200,000 x m 2-i6d pe 2x4 stud mmb 250 150 75 nos ee0 Lloa,voo 6. All steel columns, Milch plsm and loose lintel to be manufactured In accordance with A.S.T.M. Standard .- Top or bottom plate to stud (end-nailed) 3-i 6d pe 2x6 stud and Installed In accordance with AA.S.C. Standards. ROOF SCHEDULE sl g 675 0 s 4os e5o zoo,000 4-i6d pe 2x8 stud -- ROOF ASPHALT SHINGLES APPLICATION 7. Framing lumber shall be c5115tfuclorl glade Ilf, 850 PSI In extreme fiber stress for bending (Fb). Hem- 2-i6d ler loo[ Long Island fir no. 2 or bailer. 0- BOIIOm plate 10 floor JOlsl, bandjOsl, ROOF SLOPE FASTENERS ATTACHMENT UNDERLAYMENT C � N m endjoisl or blocking (lace-nailed) B. Provide solid blocking between posts and their supports. If structural ridge does not align with girder in CoW ` '� o FLOOR FRAMING Galvanized, stainless steel, Asphalt shingles shall have the Wind-Borne Debris Region the cellar or crawl space, use Inlcolam In the floor system to distribute load. Same goes for structural girders U } m to 4:12 or less aluminum,or copper roofing minimum number 01 lestemus required Undarlaymenl shall ba Joist to sill, top plate or girder(toe-nailed) 4-5d ler joist nails,minimum 12-gauge by the manufacturer and Section overlapped minimum 19" - Iltel carry large loads. Z_ 3 s 2-Bd mach end (0.0151nch; shank with a 1504.1.Asphalt shingles shell be Z 0. Bridging to Joist (loo-nailed) minimum"/,,Inch diameter secured to the roof with not less than 9. A single station smoke delecbr alarm device shall be Installed on the ceiling adjacent to the sleeping spaces, - 1� a each end head.Fasteners shall be lour fasteners per strip shingle or two hallways and on each level so that all smoke detectors will sound simultaneously with battery backup and Q IQ N N m Blocking to joist (too-nailed) 2-8d long airtight to penetrate fasteners per Individual shingla.Where Wind Zones ASTM El 996-02 , Definition Missile Test Underlaymenl shall be hardware Interconnected. One carbon monoxide per level. n , L -Z g F 3-16d a 1ch block 4:12 or realer Into the sheathing 3/+ Inch or the roof slope exceeds 20 units vertical VJ O M R Blocking to sill or top plate (toe-nailed) g overlapped minimum 2" 19. All electrical work to be underwrite, approved. Outlet and fixture to code. W O M u through the thickness Ol lila In 12 unite fastening are re),special 110 mph winds speed within Missile C lest applicable- Q) a- 2 m 3-16d PRCh JOISI shaelhing, methods of lestening ere required. Wind Zone 1 p P PP ^ � W Ledger strip to beam (face-nailed) 1 mile of coastline 4' (4.5 Ib) 2x4 at 40 ffsecond 11. All plumbing work shell be in accordance with local town ordinance. F� our i 3-8d per Joist -- Joist on ledger to beam (toe-nailed) 110 mph wind speed greater Missile C lest applicable - 12. The Engineer or Architect has not been retained lot the design electrical, healing and ventilation systems. 0 1L rn � Bend Joist to joist (end-nailed) 3-16d per joist Wind Zone 2 than 1 mile of coastline 4' (4.5 Ib) 2x4 et 40 fVsecond _ g "V R c _ 2-1sd perlDDl Table 3.4 Ridge Tension Strap Connection Requirements O m o Band joist l0 5111 or top plate (toe-nailed) 13. - - Existing walls) l0 be removed Existing walls to remain WJnd Zone 3 110 mph wind speed within Missile D test applicable - o ROOF SHEATHING 1 mile of coastline 8' (9 Ib) 2x4 at 50 ft/second Wallis) - 2' x q" Framing is" o/c New Walls(s) -2" x s" Framing 16" o/c C) o Structural Panels Bid (sea Table 3.8) Fastest Mile Wlndspeed Fastest Mile WlndspeedOJ 27�New brick veneer held by Iles, weep holes on bottom coarse = 1z a Diagonal Board Sheathing m il m I1 withinmilern o 0 2-8d per support ( p ) (mph) P ) 14 andsASTM E ashurricane shutters. Recommend Marvin Window Weather Shield dlfdgh U a < 1"x6"or Board The wind contour line Is an Interpretation of the basic 1"x10" or wider 3-Bd per support 110 120 110 112 wind speed map of the American Society of Civil performance glass or Anoelson DADE County Hualcene performance glass. CEILING SHEATHING Number of ad Common Neils Required Capacity of Ridge Engineers Standard (ASCE 7-98) Figure 6-tc. Please FOUNDATION NOTES: In each end of i/4" 20 gauge Connection consult with NY Stale Building Code division for more Gypsum Wallboard 5d coolers 7" edge/10"field Roof Roof Span 9 1. 1/2"Anchor Bolls ® ion W !', 3 00 PSI at for bslory,2'-11"O.C. for 2-story structures Pitch (ft.) Strap (p ) detailed geographical Information on this line, or refer 2. B"Concrete creta Wall Wain, 3000 PSI atst days -- If t0 the NY Slate Department of State Technical Bulletin 3. 16"x B"Concrete Wall a Cri Feelings, 30009 Test (Minimum Bearing 12"for 1-Story, 16" for 2-Story) FLOOR SHEATHING of Janus 2003 -Volume 5 - No. 1: "Clarification of 4. 24"x 24"x 12"Concrete Cr'-nmr Foolings, 3000 PBI el 2e days 3:12 12 4 4 394 484 January 5. 4"Concrete Floor Slab, 300011 Test Mull 6"x 6"910 mesh and vapor barrier(New Construction) SINC1Ufal Panels 6d 6" edge/12" field 16 5 6 524 645 Wind Maps." 6. Damp proofing and at extoller foundation below grade (New Construction) 1" or less 10d 6" edge/6" field 20 6 7 657 507 A 7. Foundation wall to extend a nilJnlum of B"above finish grade (New Construction) p4 7 8 758 968 V/ B. Assumed soil bearing capacity,2 ton per square fool, subject to Inspection and verification. greater than 1" (L f� 9. All feelingsoco to et carried down Ind or I I ed Boll. 28 5 919 1129 •' +'\ 10. Pour no concrete on frozen nmrmd m In L•nezing weather. Diagonal Board Sheathing 3-Bd p it Support 1"x6" or 32 1050 1291 d 11. Jobs located within 1 mile c rmd, riverbed, ocean or streams may require pilings. Recommend still lest. - 1"X10"br wider 3_8d p it support er 36 1182 1452 �v;�W _ MAIfERIAL NOTES: - WALL SHEATHING 3 312 382 - Floor OX Plywood S 4:12 12 3 3/4"CDX Plywood Subrloor aFFC-C- 1 e ' O.C. field 16 4 4 416 510 10 Penny Common Nail for Iraming " plywood - Zone 4 6d 6" O.C. edges 20 5 5 520 637 Double floor Joists under hoof Irantlrg and jacuzzi tub. Double Joists around all skylights, stairs, opening In ceiling and I/z P Y ' 28 6 7 727 892 door systems. ad 6" 0.0. throughout 32 7 6 631 1020 Roof Construction: 1/2" plywood - zone 5 36 8 935 1147 11 1/2"Roof Neils for Asphalt Shingles, 7.0 year 3 tab APPPOVED A5 NOTED 00I " "H H A_L CODES OF ROOF SHEATHING --- 1159 11/2"COX PlPaper 4oo:d Sheathing DATE:12 3 8.P.9 I pitch, 309 FeII Paper 3:12 or lower pitch /Z 5 cf0N VV TATE & TOWN CODES yw `�� 12" O.C. field 5:42 12 2 3 240 295 TABLE R301.2(1) FRldge or Structural Ridge as noted FEE- J _ A REQQunED AND CONDITIONS OF ad 6" O.C. edges 15 3 4 320 393 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FRool Rafters 0 16"O.C. as noted BY: / /L, Gelling Joists 0 16"O.C. as noted NOTIF BUILDING DEPARTMENT AT kla=k LRHOLDTOWNZBA plywood - zone 1 20 4 4 480 491 SUFFOLK 2 x 4 Collar nes ® 48"O.C. 765-1802 8 AM TO 4 PM FOR THE uTHOLD TOWN PLANNING BOARD 8d 6110 C. throughout 24 q 5 480 589 '/," plywood - zone 2-3 2B 6 6 560 688 2 x 4 Strong Backs on Ceiling Systern FOLLOWING INSPECTIONS: 32 5 7 640 786 - 2 x 6 Fascia, Wrapped with Aluminum 1. FOUNDATION - TWO REQUIRED UTHOLDTOWN TRUSTEES Schedule prepared In accordance with WFCM 1995 SBC High Wind Edition end the RCNYS edc pled 1/1/03. GROUND Wind SEISMIC SUBJECT TO DAMAGE FROM Ice shl7ld Overhang as noted Table complies the strictest requirements from both codes. 36 6 7 720 884 calmer underlay- Vinyl Full Vented Sollgs FOR POURED CONCRETE DEC SNOW DESIGN Frost line Design menl Flood 2. ROUGH - FRAMING 8 PLUMBING LOAD SPEED(mph) CATEGORY Weathering Termite Decay Temp hazards Well Construction: 3. INSULATIONI r depth required 6:12 12 2 3 216 264 Moderate Slight to YES qs per town Vinyl Siding 4. FINAL - CONSTRUCTION MUST Q 16 3 3 287 352 45 PSF 120 mph C Severe 3'-0" to ilea moderate 11 gT•ppaM. s tpcel few 1ryvekourneSheathing BE COMPLETE FOR C.O. ti 9 o6b ZONE AJ !i A 20 3 q 359 440 -- s lfyvek Housewrap ALL CONSTRUCTION SHALL MEET THE -----FYFFFLLLLL Vl/ZONE' 02 24 4 5 431 528 11/2" COX Sheathing REQUIREMENTS OF THE CODES OF NEW (�011 WITH CHAPT 46" P6 q 5 503 616 2 x 4 Studs ® 16"O.C. Willi 2 x 4 Shea and Double 2 x 4 Plate YORK STATE, NOT RESPONSIBLE FOR ( OOf'1DAMAGE PREVENTION 32 5 5 575 704 11/2" Gypsum Board DESIGN OR CONSTRUCTION ERRORS. UTAOLD TOWN CODE. 36 6 7 647 792 At l Typo X In Garage At leas)one window in each bedroom shall comply with axil requirements. 5.75 sq. It. of opening of window ler all � � 2 bedrooms and sleeping areas. _ O O / 7:12 12:12 12 2 2 201 245 Imsulatlon: CERTIFICATION OF (D 16 3 3 267 327 \ F1-13 In all exterior walls common with living areas and living areas common with garage NAILING & CONNECTION O @ 2g� 3 4 334 409 \" 25.oz R-19 In cathedral ceilings with hunicano lies REQUIRED. UND§"ffERS2 11TIFICATE Permit Number F1-30 In all flat ceilings P4 4 4 401 490 � A�UI �- r• / 26, 4 5 468 572 Ri-13 G all exterior garage walls � �YYpp ESSIO/yq( � r 32 5 6 535 654 / FRA1. He NOTES: FyA'AN Fy o 13ESe/rack Compliance Certificate Checked By/Date 36 5 6 602 736 il. Headers not celled are minimum(2)2 x E. Provide double Jack studs el all openings 5'-0"e dv e p RE,S MEC �(. 2!. All corners are solid. e; E �0 m il Schedule prepared In accordance with WFCM 1995 SBC High Wind Edition and the RCNYS adopted 1/1/03. 31. Double Jacks over r all spans. m RESc lenarn :U.ti Version 3.5 Release Id / J 41. Double Jfir515 under all per Nl pa,liters.de Data filename:Untided.rck Table compiles the strictest requirements from both codes. o. 5i. Ballot Provide Ilya slopping as per Id.Y,S. Code. Li ' .Y m PROJECT TITLE:cassiay n O a 6i. Roller heel curs shall not exceed 4". A� 7'. Where Joists are notched to headers so as to reduce beam depth, use bridle Irons or molal Uf�53616 � 4- W 4h / 01. Joist connector to code. 'yTf VOA 0 F- F Table 3.7 Rafter/Ceiling Joist Heel Joint Connection so, 8 9. Top splice 5'0"minimum from cut. OF NEW tJ.l fn Q CITY:Laurel � � J STATE:New York N DESIGN LOAD/DEAD AND LIVE LOAD: ELECTRICAL SYp q ,$ 0 Requirements for 20 psf Roof Live Load / STAHDD5331 3n,6 70.0 1'at Floor Load: 50Ib./II.' �1�l+UPANCYOR V O 4a CONSTKIyCTION TYPE:Smgla parody , 2!nd Floor Load:4o Ib,/II.' � Duplex Convience Outlet DATE: t I/p4/o3 Root Span ff.) ROOFS an (ft. Ceiling Load: (No Storage Above)2016./ILr $ Switch Y P ( P ) / o N Ground Snow Lo0 Ploof Load: 45 ad:45 Ib./fl.' Switch 31 Way Pole USE IS UN�AWFU 111 m DATE OF PLANS: II-3-030 WITHOUT CERTIFI aft 1526 Decks: 501b./ft.2 Duplex Convlence Outlet G,R.t PROJECT.DESC^IPHON: 12 20 28 36 12 20 28 36 / Building will meet mph wind zone. �7, P r ,� (1I'Y�IIPANCY U) F 4065 pecopic bay 1// PROPOSE U"P `pVA(YhFbdf�IYVd laurel I- 31p12Y 7aDP' t'or`t �' Duplex Convlence Outlet h e W U � ay. Roller Rafter Required Number of 16d Required Capacity of Heel � Low QO Recessed LIght/Electreal Fixture )� ad a W P Spacing Common Nails per Joint Connection (Itl 30 � Surface Mounted Fixture q a Slope (On.) Heel Joint Splice 220V - Appliance Receptacle COMPLIANCE:Passes Maximum OA=138 3:12 15 5 8 11 14r426 766 1095 1419 / OO Smoke Detector Your Home UA=124 -- 7 0 Outside Light ALLCONST UCTIONS L 10.1%Better Than Code(UA) 4:12 16 4 6 a it 575 821 1064 cCarbon Monoxide Detector Gross Glazing Area or Cavity Cont. or Door -- ZOO °O MEET THE REO IREMENT FTHPerimeter R-Vdue cont.R-Vaa or Doorr UA 5:12 1Ei 3 5 7 9 460 657 851 pp p ^ �{ p LOT COVERAGE & SQUARE FOOTAGE C DES OF N W YORK S 7E. Ceiling l:Cathedral Ceiling(no attic) 640 19.0 00 33 7:12 1(i 3 4 5 6 328 470 608 I f (. ON IC {J,' -r 150UL L_v4RJI Ex. First Ft. l0 f Propose First FL (000 oY Wall 1:Wood Frame, 16"o.c. 656 19.0 0.0 34 - Ex. 2nd IFI. Propose 2nd FI. Total Lot Area = 1-7f .500 Window 1:Vinyl Fmme:DSuble Pane with Low-E 90 0.320 29 Floor 1:All-Wood loisN'rmss:Ovar Unconditioned Space 600 19.0 0.0 28 9:12 16 3 3 4 5 142 255 364 473 Ex. Deckg rj(� Propose Garage Ex. Decks Propose Deck COMPLIANCE S'ATEMENT: The proposed building design described here is consistent with the building puns, .pecifications, 12[12 16 3 3 3 4 106 192 274 355 SITE PLAN and other calculations submitted with Ore permit application. The proposed building bas been designed to meet the 995 MEC Ex. Porclh Propose Perch L.A.R. = 71 33 1 I d/ mquirmnenv to REScheckVersion 3.5 Release Id (formerly MECchec�and to comply with the mandatory require lents listed m 7{p Ex, Portico Propose Perfect 1 1) fila RESchodin5pecfi6n Checklist, T _ a INC 6• :? ,r) e e6nMana aOnM and SOonp-Tie mils and structural fasteners have been developed as the i0 ORDER:Display Packages-vvallabla for N°0 and X700 nails. Creep p P 0 y To order,specify:a,:^smnP at mleco se,and n tarbonneInI products cSpecial len Ihs arlard member p ty; Oeslexpl to Iu11111 the same code bracingResists reracking a as lat-In bracing, For pervontl saltily,Install the CWB T•] 4;, nl purchase and s Incoullan,antl depth compatibilitysteel with Imminp members. NOD MSTH CTN-25 display packs 01150 N°nails. teal less a%pnnsivD and Isola[to Install Hosisis racking during eonslrudlen. with sheered edges down. __ a Tmslon Loatic Dlmomibm Hslenen T0laq Allowable ew• k� +#�^.,, en• '�- :, Nallspecllicalions Include heard shn,thickness,steel and design, xiotle9 Ga Floor Eno X005 MST CTN-fi display packs 01600 NBD halls Nat tlmlgned to replace siruclural panel abearwall ImJ-carrying eampsnenl. is , T33) q �d ), ' y; +^ ='- and oinl configuration Hallo is ensure mnction to published gags. The WOC(coiled WB)multiple product dispenser pack weighs less than 40 /v e Jv. W L Neth 1 1 jOU0 INS5 Blsrnxc0 Ir I 91smNc6 ,4 ' , je Far pneumallc nail use,see InslrucliDns a Ih6InSlalleA page 7. X100 MSTH CTN-25 display packs aI 150 X10 mils. ----- pounds,making storage and lransp ntalion easy. sxrn 1 l0 12-ted 010 foes 1295 ^h' ° NI ODS MSTR CTN-6 dis la nP510 ( •hSNI COMPARABLE SIZES SSNII=ND,5500=BO common; display pack,o/fi00 N70halls 1S' Nse-PIppe Fir Is/1e' q �, ,ga Via, '(�• o'. L° RPS22 10 1 22 16-100 905 1205 1495 1 ,1p(�} SSN10=N10;SS100=10el caFmm;S516D=ifid common BAND Bulk Oons-avallable for NO,NIO and N16 nails MIH i'., 'MOINIu "Flagman I IYw381dkhad. Tire RCWB features a failed edge(the TWD has lava .Had edges)for extra j Yee ,a 4•. ,, i O flP520 1 20 12-I6d 010 1060 1295 9!'1 Is Irvi,11l'are xuan.l Motltl Oamr1011uH, Nil - '1 - strength and solely. , 1 4 { 1i�' ) Nd. PnnYlla )F9JIVYI4AI F151(h pit - 'LIdAI CeJOd pGauOa L LSTA9 I B B4od 450 605 726 ,I �1 a „ 3h" i6tl 3" 211V - Ilan (mid) Cort MATERIAL:WB and WBC-ifi gauge:GWB-10 gauge: gauge. MLsseaevroaeenxe LSTA1y 1 12 10 led 565 755 805 ,; ! ( � ! Spiral S516D Sinker Spiral OSTEND N16 SSBD Spiral N54A H20AN N20A NIB N6 SSN70 SSNB 'tl"' r, 1' iD"1 , �1uA�, coupe anuli{ pCWB-20 gauge CWB LSTA15 1 15 12-IOd 680 605 1085 ]�,� r •+'r,2 k _-_ •R N6 (Bd110'/pa%1h Smooth slunk 1W,1 33x381 HOG 15200 58 14 .ik15 ]4 is 90 FINISH.Galvanised LSTA78 1 1B 44 led 780 1055 1265 '� r ')�I k�' INSTALLATION.•Use all specified fasteners See General Notes y SSNB (ad)0131 x IX'Smooth shank IBe 33x381 BB 15200 86 11 105 74 IB 90 !r , I,{p;pl•y1 LSTA21 2U / 21 1& Oil 905 1205 1295 ( iµ• ), -- WB and WBC:•Install In"%"pairs or In opposing"V"fashion. j 1 t j( a�,- IL, Typical LSTA Installation I�11 3380 (Bit)0.131 x 2'A'Somalia secret 145 33.635 S9 9400 92 20 131 00 10 112 i ]rR' �I 1T I�• t 'i4" l'A LSTA24 1 24 18-100 1015 1295 1295 Typical LSTA In6lollRlbn hanger not ahowm) I - I+' 1 - •Use wllh 16'or 2A'a c studs, I+ 'a NIO ItOd)9tla XX:1;,1$nbp ll'ihlilk,. : 1Y4 98ki3giii dBn 11 HA . 97 7 ST292 2 9 12 16d ]60 1055 1130 (hanger not shown) ( I SSNIO (70tlTtl.118k1'h'Smo819 s`ntlnk 1Y 'A, ik,30ti nd - 22N9i1 7G i6 W •EstblishWrun line TWO: the bracing as a StImUlbl edge Single cul a saw WB 572122 _2X1 12 10-i6tl 1W0 1426 1505 I' - 9 0 A 0 A ST2115 I6 1D-16d 450 600 800 Mosel Plate Notch - Nj -. yr xwl y',(Ii T„yes;M d (,; 5S10D IIOd)tl.14B%,9'snmlk shank 1M .3:0 A, A@ 6D "V8]Od' '9A 20 138 Wer156 deepageled ) the Heap(CWA and HCW°(along the runw kerf, line.11 the y p �q,p_,,u1.4 s, NC'ta•u' � 572215 2 16 20-1 Bd 1270 1895 1895 Ns. Wldlh a dY":1'. _ 1�� i NI6 h6d)Upax 2M'SmoUlh thank 1'14• 4.1x635 BRIGHT fi3m 134 10 187 115 20 183 wall Is pre-Iramnd on the floor place the part Into the saw Ner6 and pal sue wt'�' tip LSTA3U 1 30 22 led 1255 for 1]16 HP3182x155y' - rmsou-� 'i RG -- ---_187 _115 one call Into the lop plate Tilt Ilia wall up and plwlh before calling oil , �r r, ��1s p ,r,ad I---u s SSIGO H6tlI0162x3h'Smoolb shanX 1'Y�e 4.1%BB.9 53 4400 134 16 10] 115 20 183 e Al '" °1'I "I' i'r, n. �-[caveat I lap plate,ho ing plate and studs according to Ibp caping SclndUle I "J. LSTA36 1 36 M-lord 1480 1715 1715 RPS222x6 shy" �prsw nrxmamm�xnamm�xexc.m •I F NMAN 120d)VI'2,k2R;Ammakintra 29'•,;,:4e:x'Sd,o 41110171 N�550o,, A:y;': I' "p ,026 to 152 CODES:BOCA,ICBG,SBCCI NER-413,NEH-432,NER 443,NER-422, BREAK OFF WBC AT PREDETERMINED LENGTH LST149 3 49 32-IOtlxl 1455 1940 2330 RPS20 2x4 512' LST173 3 73 40-i Od.1 21°5 29ID 3495 RPS is I! h N20A_ (20tl).192 x4M'Anpdhnlop 2Yn 4.0x4 .5 Op10H7_6300 __-_ __ t ,{: ' 1+. .: ,'.ea 103:' is 122 CITY DI LA.RH 25074,PR25119,RR25149. N54A .250x2'A'Annulaninp 3 84x635 BRIGHT 2700 ifi] 11 180 145 10 169 G+� ,� WBC MSTA9 Is 1 9 0-I0d 455 610 730 } 1 Fattener. t' T MSTA12 1 12 10-10d 570 760 910 r `F BJ cpmmoli (BJ)0.131x2Yi'SINOblh shanty 1411 3.3x C35, BRIGHT Mm t =�8 S.i Oo Ie 112 Model L Angle and OA'ia p,y4' led Chroman Had)0.t4e.O'Smoe0r Shank Ori ,3,A A'Ara gp-lG,i. 700 No. W.11 Slot MSTA75 1 15 12-10d 685 910 1095 ; a t. (, ,1 96 20 136 Plalea Slutls M$Tp1B 1 10 14-lord 800 1005 12]5 : 1yindukbH 0188%3'f.`.01pad11 Shphk 140 39:X8219„ Dr 6100 f § 0„ 0]n 90 20 136 RCWA10 9'-9' a 0 55 2-16tl 1 8 TMSTA21 1 21 16-10d 910 1215 "Bad )1 ' ,we 12tl canimenr 6 Ra 3A'SI tight 14' 30%,82;9, 914NT fi100 & 9 µi 96 20 736 WB106 9-5N" 8'060 3-ted 1-BtlMSTAN 1 24 18.10tl 1025 1370 1640 % I`�- Ifidcomme111 0162x3Y1'$npolb dkYnie 1Y 4.1x099; blb)iY 4400 Yl ten I f N0j a%,.,#f1;, 115 20 163 MSTAN 1 30 22-10d 1285 1685 2025 / Nell Specllltallena � 2WSpha1 IBINO110.2M'Spinalenk 1Y. 2.a x 63.5 OHIGHT - BB - 00 - - WB106C U-0' 8'4k 60 3-i6tl 1-etlrnia[xaioinnMSTA3fi 1 ifi 2640d 1485"1995 2135 - Le - ---- DWB19fi 9-5y" O'0ea 2-i6tl 1-ed WMSTA3 2 ifi 20480 13311 1]75 2130 1f Nall Type sera Diameter 3'Spiral (10tl)0.132x3'Spllol shank IaSe 3.4x782 °RIGHT - 112 - _- 96 = -_- sxrery id .iWST6215 2 23 20.16d 1090 2520 2830 Dsuea - - - NBD bo% 3'R Sphd Dfitl)0.152.3'RSpinl shank 11A 3.9.88.9 BRIGHT - 134 _ - 110 - - Maio 1 0'055 2-i6tl 1Btl y� �e1;i�ST9 1 9 O-16rd 530 705 850 )_Common Nall 10Y.pe °.131 h�•STt2 16 1 11 t0-i6tl 665 BB5 1065 ; led Common Nall Bpe 0148 RCW812 11'-4" 8'045 2-f6tl 1-Btl I fT N 3 ST12 1 17 14-i6tl 600 885 1260 NB126 11'-4y" S'045 3-16d 1-Btl , RCWB t i6tllCopud NDII Bg._ °.162 y The WBC Handy Carr S a V ifid SlnNor Nall B e 0.180 W0126C 11'-Ay'" 8'045 3-16d 1-Btl Y Y N T Carton la convenient to I W V m ST22 1 21 1a-16d 1025 1370 1370 g ' LI-114 C M5TC2B 3 2B 304 Bd elnken 2070 2760 3310 �xxC 1V1 4Y' °'410 45 2-16d 1-8d alar.,transport end use. 10 -L[ 1� p MSTC40 3 40 62-16d iinNen 2990 3885 4]40 I - rL, �r 11'-4" W045 2-18tl 1-Bd _ (9 O MSTC52 3 52 62-1 Go elnken 3555 474° 4740 1�'„",.rp . --- - MSTC66 3 65 70-1 ad elnken 4390 5055 5855 �11i17„:u. _ l 0, MSTC]0 1A 3 ]7 7B-1Btl elnken 4390 5055 5055 14'-3" 10'045 3-i6tl 1-Btl r memos son Z• 3 ^ ZTwist dopa provide a lenslex connection hWeen lw.,.d SIMP$ON HEADER 14'-2" 10'045 2-i6tl 1-Btl y"^ mnmam 'T'f `'x '' Ia- c�ST6236 2 334D-Istl 25]5 3430 3430 member,.they resid SOB at the heal 0la Irnss econOMIcliV y N10D bo% Ivx_. xlpp y k,•y !'rl ;" O) 'v OFRAfi it ° 8-16,1 550 ii 885 CONNECTOR 14'-2" 10'045 2460 1-Btl iI Zn d The 3'bend en rear dlmlmles Inbtlmnnca al ilia Innslllop 1 FHA9 V B e-ifid 550 735 085 pointe between wood members 'I gyp. MODEL 1 04 _� ^ y FHAl2 V 11 GA6rd 550 ]35 085 MATERIAL LT3ln Innes MTS-16 moon;HTS-140auge �I OPTIONAL xlJ FHA10 R 1] 6-ifid 650 735 BB5 FINISH Gelvanlsed Some product,available In slalnhss I / } f IA \It ! '1(� ela4 !r d i # •I } VVVLLJJJI N FHA2A 7' 29 046tl 550 ]35 BB5 still antl ZMA%:see Cormslon Redelancn,ones 5 SIMPSON CONNECTOR ff i . l O Z FHA30 12 Y 30 8-ted _ 550 ]35 BB5 INSTALLATION Use dl glasti1nd fastens See Gemral Notes. AA RAFTER TO RIDGE BAND 1 �.1V, R i',kJ T" , �1 ' OgiN, .-I C M Ol eODES.BOCA,ICUD,B000I HER 413(meept 111); ve r 1r Ct �iy, ( � < �!1 >,I �1, >_ O MSTI26 2 28 2840tlz1 1130 1510 1810 Dade Co R B9 all 305(MTSI II,F MODEL#RPS iB 11•� eig n+ k 7 t M9T136 2 D6 36-1Cdn 1505 2080 2505 p 1 � , ♦ FH•-1( " MSTIAB 2 40 40-100x1 2135 2860 3420 I3 arx i d A d5 U MSTI60 2 60 6040tlx1 2780 3680 4415 /� y0' IXIX M5TI12 2 72 72-10tlz1 3310 4415 4]25 N 1f • �. C:1 rev Doug FlrbmhRe Min Spm..rise fir ' S i � _ fedamr ' Allsw.hh upI111 Leader Allvwehh SHIA lead[ �? SIMPSON CONNECTOR , Aye s 5 ' Mtar1 L a vii 110. tpany,' Iva Im.1g RAFTER TO STUD BAND ,A 1 N1 a, x.7{ !�-q ,F e ` (at` 4 ( T^ Ne. toe IDIOM, :�: MODEL#MTS 30 • :: r.,...: :' .,. ,: - - - __1✓� __ __ __ v�V U (133,11110) II B3) (Igo) HIMAN) (133) (160)TTS12 12-101 2393 n5 :za 720 6e5 fizo ez0 "� ` For last,accurate 1nsla al9n IT door and window headers and LTS16 - tz-IVa 12-loaxtg 23" n5 _I2o >z9 666 ez9 fizo C.7 184 r-.1", : � rq 010 41 w other crass memlber detels.HH header hangers can speed up thelnb, 3W ed w �--1 j 'C a O51B in 12-los t2loaxiy 23ea ---it-5 30 7za fiefi azo szo ti1A a'( 1;',y MT630 slrengihen the frame,and eliminate the need for trimmers. °a ." 1v,,h sx • T`J{ C ed LT520 20 12-las _11-IOdxly x393 775 72V ]20 666 620 e2V � � rjlJ: �a - 1 MATERIAL:l6 gauge F.. 4 0 7 d i MISi2 l2 t1-lad 14-101 9116 10m ILIO loos efio 730 e6o FINISH ATIVN Use t 1 �1 U o�1' < INSTALLATION Use all specified fasteners.See General Holes F MT51e 16 M4Vd 14-IaaxlN 3116 IN, IND Islas 060 730 060 ru6 „ _-� M)SI0 is 14-100 14-101 3116 Inn 1140 Ion° 660 730 em aRj ,1 y- CODES °OCA,ICBG,BOCCI NE&413,City ofLA.HIT 25119, v 4 MiSm 2a 1440tl 1Mletlxly 3116 tom X014 Imo Bm ]3o Bm I� CpP,. x10"n MrS3a 30 14400 - site D05 720 E'k'e r y p i" HH4 MTS20C 211 11400 14-IOdxI_d­TSZ4C 24 jAjoLd 14 Y 3116 l0m7N Bee 4li tam e6oBoo 730 680 h ..i V' - Bslenaa w plloweble Lcstls A Ir. L , I Dow, o n - Y� - I x r.M1s30c BV I4-1m 14.10.x1$ atm 1a9V 340 ta9V efio 730 e6o { . Mbdol w H --- Avp (1D6) IIXB)09• glad HeetlerI - ,Imfi10 16 16-lord IB-lodxly 4430 1260 Im5115o 1085 Des goo }( ', i 19Fs Fa F. HH Load DlreetlOns 'Im62p- 20 20-led 24-10dx1$ M30 1150 1150 1160 1215 Beer 1245 - H3y 2'Ni 9 ifid 4 ifid 6097 1195 ]10 /19 1085 ( Y h',Typical IIi521242&led 01_.1mxty 130 11510 Her 1160 1245 1245 1245 fl l6 SX 5)4 1246d 6intl 6697 159565 104,( y 4 }'HT520 20 m_lOtl 24-10dx1S 4430 1450 rise 1450 1245 1245 1245 MT93014;, ue wllh lbs cedeW MT930 �� J/ �,yjA��HT630 30204m 24-10dxly 4430 145V 9A6011m 1245 12461245 Inatallell°n + IFI Laatls nv�he lncmavedup la 25X ler shundemlmtlln0ln accorAl: ]r tl ;Oi ��Q :""' '��= 2.AR'hminimum lumber lbleNness is m4ulr9tl to eubiwf lhf lull load 1(��),.i.• ' � j111530C 3V 20-1 Ud 24-1otlxly 4430 NW '1450 1450 1215 1215 1215 AH'I115h 1Am MEMS,MUSE flimph MaIlL HIS24 rhe°ugh a ^I"I'en^'[^v1'h^M"a''a""1°e.m y�3 SIMPSON FLOOR t4 dud 1.OUR neE3m(III ITs3m have aaaump9l can'I �•vr ter Pn.r1,re, 'rul e, ov rix,,, i. I ON-E1�0 I\ H2 lnstollatlon (4•°Alma plate, 'Hohn hall ar me mh9am mach end el stem In¢hies 5 wln ahem do not have m he wnpp.d over I : NMODELA BAND mA loam he uvea 1.Wehl,w me bed, ms' 1 F MODEL# CS75 B-Btl Into stud) upland, engin mNmayu 3sw nn,l so^4lcnnmsua. Mi03o melelhgan or wind menu:no Iodine Its....I ellvwetl w11M1 1-lobi calla 1 I •tom i v Y L41a BeaFI .. -- - I.�� .-••r Imo fedenen yy rLYnAAo.Pini U911n areas Pin. upon The LTP4 Lateral Tie Peale Iranslers shear tomos for I0 - UpIg Al0npll Leede, „LYItl wIM Alluwahb LLatP' Load with r % Nx1Y' I p dH' Mosel Avg +" {`lilrnl'; '�pilli ulln Lal fl Nem \ plate-la-rim IDEA or blocking connections.Nall holes are spaced to No. °° Ralm/ Tp Ta UII a Upllh 101,I'113VIBBl (183 B, p (133/1010) (I Tema Pltln 51etlf (in (Neal VF: Fa' {"1118)1'' (133)(159) F. Fa 1fi10I ea !U prevent woad splitting for single and double top plate 2y' applications,May bee Installed over plywood sheathing. � The A35 anchor's exclusive bending slat allows Instant, I •�ir/Ie^I^pjle, N1 19 e-8tlx1Yr A-Btl -_ 101 neo yes 195 les 155 400 4011 415 140 3711 II accurate llold hOntlM for all two-and lllrae-way Iles.A9lmCCd, 1 Y, HB H2 IB Sad - -0tl 1010 3351 9351;;-. ;.335 2m 230 - - -2- 5 Y�a4F 1 HZE I9 580 Mal 1300 410' 4f6 160 16D ,N6, 3fi5 385 130 130 385 1y ompletMy eversihlle design permits the A35 to secure a great variety of connecllmns. c n1 •sur nog non 1- r^ 415 non :M0 0 n MATERIAL LTP4-210 paupe;all others-l0 gauge �11 e• H3 10 48J 4-0a N3J 455 455 125 160 H5 920 320 105 149 290 I1 4- 310 HI 2a _ 1-Btl 4-0J -_ 1144 360 360 IBB Fla 3m 235 235 140 136 235 asonfilitil,1, HE 10 4Bd Slad4 Had - pB5 ;/65j865. 116,200 :1456,' 285265 100 O0 2115 HB Swd le e • FINISH Gaor Z-M Some OrmsIos-RNIt...a,1agee5951os1 In anq Inn 15on ;3600'42.: 345 110. ,, qo_p: 1,r, 245 loo PIT •;n eena Jolet mZ-MAOe seg Deiffidfastenett.See pages }f _ INSTALLgT10N:•Use all specified fasteners.See General Nates. _ Inalaln-... •834-Use B 8P7z1Fk'nails -1 q �• •A35 and A35F-0s612-edxl W nails 834 ITS . H6 to - ---a-Ott 0-Btl 3tea 'vt `' 6a: -7:' les ego Deo = - F ,. =835-Use 9Bdxlrh'nalls for connection types Al,E,CL IN' 835 1'h . Ip We- To 4Btl 2-80 00tl 2D91 930 945 - 0m 565 915 - - H2 l( 11 H8 10 5100x1$ sladgM 242: 620 ]IS - 530 565 - f ', / 1 ri y 1x' UBI 10 4SOSyxIy, 55058x1$ - 2111: 075 1175 680 125 - ]65 755 6110 125 y �pp1h� t Y, )59 e6o 505 450 - S F14A I� •LTP4-Use 12-Bdxl M•nalls. lin i0 i8dxly 0etlxiy - 313 9di ,pea, 400626 v + I; _ CODES: yof L.ICBG,SBCCI NEO-413and NEH-432; hI' ^ HIUR IB D-BtlxIN OOaAy - 313. 906 BpQ,' s03 525 FI 1" mo Dm 505 450 - 11Tm, "' Clly a1 L.A.HH 25119,RH 25293 F„r(� 10 u J -.- _ HIS2 18 a-L9.4- &lad - 2M 150 '7.0: 45 300 p'4+n-w1 655 055 390 340 - �a I� ( / '1r 11112 1e 6I6dx2y 0161 - 500 530 630 525 760 115 715 150 655 - /// SIMPSON HOLO DOWN Du Flr❑rchT LTP4 ` } Inetallea SIMPSON WALL BRACIN •'41✓no Plna r a SOru.e�Plne-Fir .�. ".M1y , (l, '�-• Model Type el Obaalon Albalahla Lp4d1 Allswa6b Leede 3 1T 7,;J over l" �.1 1 1® MODEL#WB 106 % MODEL# PHS xo. cOnndlom of Logia • I or WB 126 it to qp8 t• Floor R25) L ' laamboatl duso1100)9 d NP6 110101 (1261 NI Bee note S. • /OM'f ah.30A. ) Fr 345 365 285 316 NF1 , },f ✓ I tell e ' dap Fl[Iln dnIhYYY Ph BlOYn Ill l,aie.^, �Iy NIea4 ` 834 � F 280 280 240 240 iI A � C.) Dimension Helmer tCoil<, Jolet Mm.1 Hera., n6, � 11 'Fl9 r 100 `tle IY 1111 t 'Ott 1 0" (nee. SIMPSON CONNECTOR A E zeD,T 92 4 2x6 275 , she x10. x e +old I tq FLOOR TO STUD BAND AczeD.r n32a r; 225 2]5 P2 { j 'l z 1� ,1 toe lea u '�tabl. liaal Ina oda' 'Ll Hea iga,•.,iea ' I4l 1 (( qV� .AWN LUMOEB.RES MODEL#H6 835 C ,380 97 225 270 VSv. V Y 4y 1' �• LU526 10 IN. 4 1" 4-1a d�7-761aY Pp90i 1116 036 .� i`v8 +�1 1040 LUweel 20 tN. 404 1y a-lord 6.16d 4-10dir 92171 10 '"605 6651Y0o "+7d Y2U F890 'i4DQ Ri p:.B 94 I/ D 1 , , 7b0;` 130 130 DA34 ASOS ❑ ° 850 q'750aY 850 450 { � if,;y � D 1B lq. 11 2 &tOtl &16d 4.10ez1% y4850.}:4800 Od75 6ae' 104° N 9 ^p201a53 ,'1000 'IRiU% - 4 Fz `67d't.'Id45) 450 555 � r i } 1 i,. HU2b 14 1N. 3X. 2y - 4181 2-10dx1y 5270 240'.' ±'240 N, 536 '„ °ifi 1 A]0 !'1]10% G 500 •500 430 430 to 'H)FI Beam to Poste 7 HU52fi ifi 1 5 3 - 14460 6-led 70006 1550 '16W = 21-66 2966 3205 +2]0% �'� IIM= 7 A35F J 265 265 230 230 { r , 1 b A end a Lega HUS26-2 16 3 4 2 - 4-i6tl 1-tetl 6610 1190 1165 - 1000 1150 1250 LUwee1 I BP H 490 440 380 380 gH C17,4V'. 817 d- Outside IIr��'111� 9" D2&2 1S 3 5 2 8-00d &1°11 4400 ]033 590 710 890 1085 10211 1226 1110 1330 +fi5% iNMfc }" a (LBP a II y;_ LJ, •- w simile) G "1 1 Lr'i 5 145 555 71, Dj r H Irks D9L RR622 X � III 2 A-1Btl 4-Intl 8033 1000 1235 - fees - 1155 - 1255 +1]29: The Padalleded Intense FHS)is mvolulorary development - LBPS LTP4 J ! 815>if9 B 145 555 ' %1 lye ' V4 '0/ 2x6 MS26-MIn 143 5 2 - &ifid 4100 09]4 G05 ]26 - 1W0 136 - 1340 +233% Inhidewn connections Parliament during manufaebring,thn PHO la'I 1 H '1'67617;36.15,5 445 . 655 4' ':( agjti pix iglltwable emits are lmrene amps[.When anglers are lnslDllotl on 40" ,'�','pn•'� HUN-2 Mix 14 3 5 2 - 12-16d 0.10d 11383 605 1065 - 1810 - 1850 - 201D +254% theory eliminates dtllonlan from malmini that'll. 'b t Typical PHD $' ST DS ;' 1 i LUS26-3 10 4 4 2 4.1fid 1-16d - 10 In "- 1000 1160 126° 4' �SPECIpL FEATURES: lnelalletlon bj (. p��q p each slat sl lhelpisl,llbe minlmnm lolsl lhkNness is 3'. _ / MS 4 IM1en vE.Ra 4 - A A 2 &lord B46tl 2-lord 7033, 2B61,356 '; efio 1085102-1122511101330 •Wmtl, entitled andnes ohnoulcltyrIn Ne error s, elmlfnd `'14 idu1' x 2.Fluor leads are 125%mlasm an dinalley other etllorla ❑2 835 "';,t1A',;H- '•~ 1^` Calling �e OJ 4k `� nJhP ;b pp Flom leads may is at.Hot ter other land dhe ones tationlnp la the 1 11 t( , j' Jalela Q F H` •Searle,cml° ry n91 1 I ; . rt" +^' cord. pmvltled They am hat excestl those In the orientation y to Beam O TPL U2&3 1B , •No 41ud bolls to cannlerslnl,, Holawwn ( Ib ;i� P4� 2x6 HV2G-3 MIn 14 4' 6 2 - B46tl 41otl .8174 :006 ]26 1b]0 - 1235 - 1340 1a xv 69n v9 n ' . 3Sam'Illustration,share connections that could masa crass-gnlu '_ HU26-3 Max 14 4' S 2 - 12-16d &10tl 11383 005 1005 - 1870 1050 - 230 .Try.sl0l In the seal provldfs nnCllor boll adjustment, (� d,O.l', Iy 4 L1152fi In 1 1 4-100 TI 61 HT 830 1115 830 - B51i = 1040 - Lowest •Fftxeaj,ma4x,Im1 I +L .�j " T touslop or bending 0 Abe wood during imdlnp If not ralclumedsulllclonlg. ,lji1, ' s} �q2 PI W m J -EU-26- 20 1N, , Ill, 6-100 S18J 4-10dxiy 3217 4g0 665 655 800 7GIi 920 830 -000 +fi% MATERIAL.See king, FINISH G41vi1nimtl 4 `{N"' �^, •� 0 1300 +3B% hoe boll .. ° •; MINIMUM • h,IM1le ease,medMnlcal rdnl0mem0n1 sl1ouM pt eonslV I, a �� O 5�. EMemMEM' 4.G Jbedlen my:,Old antl LTP4caI bil lnisted food, M'er Myo a' v LU520 18 1 6 1 B-lord - d-lord 6087 830 1115 1056 06 12111 22 life +23% INSTALLATION tle mndiled la•.lenas.Soo General Notes 'Y °( „ ,� L wllh Full'Is anJ achlpve ]2 of ilia listed lmd prover My and 0 2x6 LU28 20 1N. 6% Ig 0-t Bit &BUT e-10dx1y 4017 735 BOB BBO 1065 igen 1226 111 place the PHO ser the aur. 4`a " i, r U2fi 18 stye 4$ 2 6400 0-led 410tlx1y AB50 480 575 665 000 71115 920 0301000 +43% InallSaoan',hd,ruldlCndBB"5`/µ3l heard mirewall nl vhmeth rl adl A A35Ine6AOI1ho 11sfIDIobJ ,d Commons will achlevp 100%land. I ' a tli Z 5 A351nslalletl aver 1'losmbcartl her a Ind of RA Ihs(100)and IT °�,'d r Y HD20 IA iN. 5y 2y - 0-led 4-10tlxly 6683 400 575 - 805 925 - 1005 +251 X p �x.J I ' 2l5lbs .i. E •for an edImproved.buldilbn,ate a steel nylon looking cul �L J ` 1 Typical BP (125)In an F,direction of load. 1 ,°''lee. • 101., 'L �,1 HU520 110 1 �'� 3 - 14 111 S18d 10000 7550 1550 - 2565 -__ 2950 - 3205 +276% 1r a mead abhosive on in, ,,:he,boll � � a"'J "ll�.' Y Imlelled I` 'F+ 'x1" !' {I'„ W B i ] 3 - 22-161 G-16d 1318] 2000 20°0 - 3585 - 3700 - 3]75 +4091 •3m SEIB Mahn,Until,past P6 nranehormn options Tbetloslm"'Iman The°PMS ,eras a Mxtldll 1eNxTt.e , tC++Tjry;l m I{U52B 1 - may speclly any altermb anch0rape calcVlBlttl 1p moist thn lenslan load Nor - - - I.mad when Anchor Balt Y"7 - LUSIS2 10 3 4a 2 - 4-i6tl Hptl 60]°.'1140 4785 r:'}•• ' 1000 -: 115° l'-• 1250 Lo1Vge1 " Illi hoe M1oteun meNdlletl w 35 4Vt OA iq 11 ..,Ir {� &i6tl 4-ifid 7760; ]X01106 '.-' 1285 , 1465 --. 1605 ;' +6% a special,lob AnchoraeJenlelenp'.al's'nosnlenmo lmilk t of IHV r11mamm1ln nr m�m�Mlpml,Joe lima Irr nr vel 1 , ., r: r A4 1 { Jaime afte LUS28-2 10 3 ] 2 Inlummenl tomsm 9 ^ .P DBL V26-2 • 10 3 5 2 a-lord a-16d 4.10,1 ']0334 '500, :]10 080 '1085 70:0 1225 'fl10 1330 .•.8°% I, 4,"hMenx 55141 wmnn wllb i ql ml li nl. {9 ] '' Ihyl�-f A1 �1 I ( ila Beema 2x8 HU520-2 10 3 ] 2 - &1Btl 646tl 111B0 -1600 '1660 ;1-� .1605 "- � i�� -BBB 4180.% •TO Ile double 2a mroom"Yvpdhv,lin deflpner mud delermin lbn nnl lin wno,la l N f+r ,ten Ihr can � i E�{p 1 1340 1 -' .1875 +9 % )admen npulretll0hlntl membmf loedasone unllwllhvulf011111np the weotl. In nm neer ltulm lM1n nnl y rf '�" . "y` IFI , fT1 I IU20-2 Min X Sr. 7 2 - 1046tl &'Oil 113°3 "805; 725 -_ _._-___- 5 �f,t _ 1„ W T(UU31) EL cc ~ IN2A2Mm[ 14 3 ] 2 - X-180 B4otl 11680 AWS .1085 :- 1345 - 2166 L=; 2346 rU9 CODES:Im05320,City or LA Hn:5300 W ,1 /Lel•�.a UjTPL W52fi3 10 4 6 2 - &led 4-160 ]500 1140 1165 - 1285 - 1455 - 1505 - _ _ -- - '----- SOS'/.%3 iS' � �•pI TypICDI ' 1;' H➢ it 0L Screw y51 'v' A35F A YI )fl a p. 2x8 U20-3 18 A 3 2 B-tOtl &ifid 2-10d ]033 2D5 355 890 1066 10:!0 1225 1110 1330 Blmenffin. Fnlvnfn_ lmlalnd Lmtlf IT lease- ellen DMI allot q ,�.•(�fi�j'41 �i i4V4 Inmsllellany(, L • LU52e 10 _12f, 6 1 8-100 - 44°0 •aD6]s 3030' .1116 1065 - h 12101 -:•1320 . '= 'Coward MOtivl nmA.11 m A°v 22%mrd dIIIOM1nt al0lpl ext V6 Panel Noa„nf,�e. LU20 20 iN, 6% IN e-IDrd 0.16tl 0-IOdx1 '40t7�.'795' '06Q '.890 1005 ;10 D 1 1N0, 1300 '+13'b N0. °i W 11 I CI An.hor mS 3 011 Gnilii Vfs.al Allvwahb AlIOwaAle LU210 20 iN• 7'N. 1y 10-tOd 10-ifid S10tlxi 8260', 195 ,efio ,1110 1330 127 1� 1686 .- 4,d5X 010. s pp d Wmd MPmhn 8adpn lord Deflvn Lnd wr n 2x10 LU521p 10 1 T 1 840tl 4-IDd 7760 ,830 „1Yb 12)6 i'1 dlr0 " - -- Smwf RUSH Flmn na•ad Plywood Sherd hang ❑4 835 1T 'II Id v, 5 y 8 630 1380 1880 },2B% ❑ Plywood Sheathing U210 78 1Na N. 2 1&104 10.76rd S10dx1y, 0683 720:' Sea 1110,`10 0 72761 j1236 '1900. 1310 -+*1]B S. PH023o53 to 3 vN 2/ 1 i N - 10 12,520 3610 033 _07. T '• runs .._ .. _ l4 Is,e7V 460.5_ - 0a 7. BlocMng HV21A 14 04M 410dx1y ;,0474" 480• 576 _ _2269. PH055053 u 3 uH 2/11 td_ X _ - I nwbM10 _ j Pauedly Iq I ? On itIf 2&15 30M - 37]0 n= -1 3020 " 4020 +160% PHO6 m53 12 gig n N x/ 1'K y _ 111 18,250 5860 .ms an r16 1 D 3 - 3&i6tl 1&1Btl -- - r 24 21,283 ){ir"i C' �I Stutle Io2 � - 1205 - 1455 - 1585 Lowest PNm 3D53 10 3y 17X. 2Y. 11 ,i .051 m0 • :' 1 g Poele h_ 91 W/ ' Y,)�1. 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