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HomeMy WebLinkAbout38828-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38828 Date: 4/29/2014 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: New building as applied for. 0 7' 1L At premises located at: 165 Peconic Ln, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 4/17/2014 and approved by the Building Inspector. To expire on 10/29/2015. Fees: Total: $0.00 Building Inspector MELDR3.12 FORT DATE COMMENTS I+'OUND,piTrOl+d(1ST) } FOUNDATION(ZND) ' z _ o C4 ROUGH F1Cr& �� y PLUNMING _. INSULATION PEA N.Y. H �s STATE ENERGY CODE • Y FINAL ADD ct 4, o � 0 C-, r� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 5 [j Storm-Water Assessment Form ZaD),r—_�_____ ___ _ � ontact: 1 Approved ,20 1 Mail to: w/ Disapproved a/c APR 17 2014 Phone: Expiration d ,20 A T,� Bui mg Inspector APPLICATION FOR BUILDING PERMIT Date j�M)L , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable 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 ou ing code, re ulations,and to admit authorized inspectors on premises and in building for necessary inspections. i (Signature of applicant or name,if a corporation) 4A L4� P41 4A 0S ti La ( ailing address of applicant) State whether applicant is owner, lessee, age , architec engineer, general contractor, electrician, plumber or builder Name of owner of premises_ 1J C1� S6v_0k6LQ �— (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. Locatiof land on which proposed work will be done: 29? P6CON)c LAWS C6Nuc. House Number Street Hamlet County Tax Map No. 1000 Section 17 or Block S Lot of 17 Subdivision Filed Map No. 9t,.,,. 2. State existing use and occupancy of prem'ses and intended use and occupancy of proposed construction: a. Existing use and occupancy ►G O W N —YAK 1 b. Intended use and occupancy1 mer-) 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.,;PXZ StRACO, 7. Dimensions of existing structures, if any: Front 0 Rear 0 Depth 0 Height V Number of Stories t � Dimensions of same structure with alterations or additions: Front 42 Rear 47, Depth 301 Height 161 Number of Stories c L' 8. Dimensions of ggntire new construction: Front 442i Rear qZ Depth 3 d Height 1(D 1 Number of Stories 1 9. Size of lot: Front 5-a� -5)te Pyr Rear Depth 10. Date of Purchase 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 NOfill be removed from premises?YES NO WiII excess 14.Names of Owner of pr mises u Iddress buP bi U/ Phone No. 166 o Name of Architect Address Zkww AL k,- Phone No t SS(o0 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 REQUIRED. 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. S64,-- FC-AW 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOK * IF YES, PROVIDE A COPY. STATE OF NEW YORK COUNTY OF JA rnf-el 1 4being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Empt G (C tractor,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 n before me th' i day of 20� tary Public _ Signature of Applicant LYNDA M.RUDDER Notary Public,State of New York No.OIR00020932 -�- Qualified in Suffolk county Commission Expires March 8,201_1.t) SCTM#: SCTM#: 1000-86-01-3.1 1000-86-01-3.3 1020.47' ill 90" W A P P R 0 VrE D A"'3 f,,'O T LE D 0 50, 100, NEW DATE: B.P. 9 GRAVEL o TOP SOIL AGGREGATE META RIP4W z FEE:i, B Y: 54 RASE x 3 HIGH D.P.W. TOWER 162 TOTAL BUILDING NOTIFW BC"ILDING DE—PAR]"MENT AT POLICE COMPOUND 765-1802 8 AM TO 4 PM FOR THE m DEPARTMENT SNOW z FOLLOWING INSPECTIONS: 100 0 2 FENCE m 1. FOUNDATION - TWO REQUIRED mqtr0 80' FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING SAND- 00" E. 205.09 2=Gal. 00 0 GRAVEL 3. INSULATION U) CONSTRUCTION MUST S. 36 53' 52 BASE x 3 HIGH q 4. FINAL 158TOTAL 0 BE COMPLETE FOR C.O. .?W 100, 0 DRIVEWAY-PCCESS SCREENED ALL CONSTRUCTION SHALL MEET THE SCTM#: 0 PMH Pr REQUIREMENTS OF THE CODES OF NEW V SAND 0. 01 STREET (P YORK STATE. NOT RESPONSIBLE FOR 1000-75-05-13 3 x CO �~ A�SWEEPINGS 00 DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD 00000 RETAIN STORM WATER RUNOFF SCTM#: TOWN Drainage ' T 1000-7s-o5-12 HIGHWAY Supplies Ln PURSUANT TO CHAPTER 236 YARD OF THE TOWN CODE. 12 BASE x I HIGH 12 TOTAL ... Miscellaneous • 12 BASE., ,G&toage CZ SCTM#: POLE BARN C&D 12 TOTAL 1000-75-05-11 EQUIPMENT 22 BASE x 2 HIGH DRY STORAGE 44 TOTAL D I OCCUPANCY OR bD -41: OPEN FLOOR PLAN 01 91 Bay N. 300 1 o,50m W. F 80' X 1414' Constable ' Rill UNLAWFUL CID USE IS UNLA r 1! .9 co TE S. 32*33'10" E. WITHOUT CERTIFICATE 674.87' z 2; OF OCCUPANCY SCTM#: S. 30*19'00- E. 1°'° (XI 8 1000-75-05-1.1 Oc) C> cn CONIPL'Y Vk/1 I H ALL CODES OF SCTM#: aN rn 6 NEW YOPK STATE & TOWN CODES 1000-75-05-11 Cn 01�IIIIIIII T QUIRED AND G0NE)ff4G4,S..,0F C =T �S SQUTHOLD TOWN ZRA 0 sodTpeE�iem P T SOL ES Ln A PECONIC LANE • Dm Overall Site Plan NEW METAL D.P.W. BUILDING Scale: N T S • 1 3 O O 42'-0" Out to Out of Foundation > A Um 21'-0" 21'-0" V-47 19*_0" 19,-0" ..r 1-1 16_ ————————————————--- AW Ln Fr—F—i-----—————————————————————-- 4— —W I co Lj = CD L-1. 0 D LB B 0 12'.8 V Thick 3,000 PSI Concrete Slab with 6x 6-101 10W.W.F.-Typical 6E %2 AI US �$ 2 0 0. 0 QQ ---- --------99Y1I!qL:.MY! 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FOR SIZE&LOCATION o C O um VERT.-CONTINUOUS II LINE OF FOUNDATION :� r °II - li. • II 4# 4 BAR CONTINUOUS HORIZONTAL CAGE @ 10"O.C.VERT. - °° = X::===.4 - a,� O 0 S In Co 4# 4 VERTICAL BAR @ CAGE (+ O Q {4 I = I ANCHOR BOLTS-SEE STEEL DRAWINGS W = N O I` FOR SIZE&LOCATION 3 d O 50 II I 4# 4 BAR CONTINUOUS HORIZONTALIt II o O O 6# 4 VERTICAL BAR @CAGE CAGE @ 10"O.C.VERT. v II 4 #4 BAR @ 10"O.C. VERT.-CONTINUOUS a. 3 r i1 Oy �� U d F-� p ul d ° ANCHOR BOLTS-SEE STEEL DRAWINGS ii• I FOR SIZE&LOCATION PLAN VIEW u II • 4 #4 BAR @ 10"O.C. VERT.-CONTINUOUS Cy ANCHOR BOLTS-SEE STEEL DRAWINGS DEPRESS FOUNDATION 8"AT DOOR OPENING(TYP.) FOR SIZE&LOCATION PLAN VIEW 3,000 PSI CONCRETE PIER • ANCHOR BOLTS-SEE STEEL DRAWINGS FOR SIZE&LOCATION 3,000 PSI CONCRETE • �p �� � u FOUNDATION WALL-TYPICAL ' GRADE HEIGHT VARIES II it " LINE OF FOUNDATION BEYOND G ll�, 4 #4 BAR @ 10"O.C. a VERTICAL-CONTINUOUS GRADE HEIGHT VARIES 11 11 ° • II II 4# 4 BAR CONTINUOUS HORIZONTAL LINE OF FOUNDATION(FOREGROUND) _ CAGE @ 10"O.C.VERT. c z a �, 4 4# 4 BAR CONTINUOUS HORIZONTAL I ° CAGE @ 10"O.C.VERT. c • 4 #4 BAR @ 10"O.C. VERT.-CONTINUOUS 4# 4 BAR @CAGE - • 0 d SEE PLAN VIEW FOR LOCATION w CC 6# 4 BAR @ CAGE -SEE PLAN VIEW FOR LOCATION ° #4 BAR @ 8"O.C. EACH WAY %% ui L c ^ a • CONTINUOUS c Z M $ ih w o #4 BAR @ 8"O.C. EACH WAY 3,000 PSI CONCRETE FOOTING w Z c a (TYPICAL) 0 4, V-4" [4.14, 8" 4•,_ Cn L, 3,000 PSI CONCRETE FOUNDATION& 01 2'-0" V.4'. FOOTING(TYPICAL) 10 7-v 2'.0" T-4" o e- TWICAL SECTION DETAIL "A-A" SECTION DETAIL "B-B" WALL SECTION O Oy Scale: 1/2"=V-0" Scale: 1/2"=1'-0" Scale: 1/2"=V-0" � 9 Mr 9 • 4' 8•' L g•• 4' LINE OF FOOTING C?ii O z , q•• ANCHOR BOLTS-SEE STEEL DRAWINGS M; O 3 FOR SIZE&LOCATION c O� u O � LINE OF FOOTING2'"0" -- -------- --- -- 4# 4 BAR CONTINUOUS HORIZONTAL CAGE @ 10"O.C.VERT. II•. 4 #4 BAR @ 10"O.C. Z r VERT.-CONTINUOUS 4" - ____ ----______ _— LINE OF FOUNDATION A 8" 1'-4" 10 II LINE OF FOUNDATION >` li H = 'w 4 #4 BAR @ 10"O.C. � .-CONTINUOUS 4# 4 BAR CONTINUOUS HORIZONTAL VERTO � CAGE @ 10'•O.C.VERT..01 y-• � O p eLu ll p o O r I�, ANCHOR BOLTS-SEE STEEL DRAWINGS ,III o W li J � z N FOR SIZE LOCATION � & OC � a `� � • - I I uqa •° I 4# 4 VERTICALBAR @ IL . CAGE DEPRESS FOUNDATION 8"AT DOOR OPENING(TYP.)II II II• 6# 4 VERTICAL BAR @ CAGE 151.Q aRC u I 4 #4 BAR @ 10"O.C. VERT.-CONTINUOUS 'Cf' n PLAN VIEW PLAN VIEW ANCHOR BOLTS-SEE STEEL DRAWINGS ANCHOR BOLTS-SEE STEEL DRAWINGS FOR SIZE&LOCATION FOR SIZE&LOCATION Np, p59 DEPRESS FOUNDATION 8"AT DOOR OPENING(TYP.) �F II I LINE OF FOUNDATION BEYOND GRADE GRADE HEIGHT VARIES u. 4# 4 BAR CONTINUOUS HORIZONTAL HEIGHT VARIES H 4# 4 BAR CONTINUOUS HORIZONTAL II.n •I CAGE @ 10"O.C.VERT. CAGE @ 10"O.C.VERT. z Z uj LINE OF FOUNDATION(FOREGROUND) c 4 #4 BAR @ 10'•O.C. VERT.-CONTINUOUS c o 4 #4 BAR @ 10"O.C. VERT.-CONTINUOUS a ' w 4 # 4 BAR @ CAGE -SEE PLAN VIEW FOR LOCATION 6# 4 BAR @ CAGE -SEE PLAN VIEW FOR LOCATION uj J .k4 O U, W • #4 BAR @ 8"O.C. EACH WAY '• o #4 BAR @ 8"O.C. EACH WAY o Z o eh a in JX W 3,000 PSI CONCRETE FOUNDATION& 3,000 PSI CONCRETE FOUNDATION& FOOTING(TYPICAL) FOOTING(TYPICAL) 4„ 1,-4„ 4, 4.1 2,_o, 4, N� 11 2'-0" "C-C" SECTION DETAIL SECTION DETAIL "D-D" �' y obo Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" t 0 4# 4 VERTICAL BAR @ CAGE LINE OF FOOTING 3,000 PSI Concrete Slab-Typical O O 4"1 8" • ANCHOR BOLTS-SEE STEEL DRAWINGS 6 x 6-10/10 W.W.F.Typical ,;; N L7 3 1 M; q FOR SIZE&LOCATION DEPRESS FOUNDATION 8 .' — °. LINE OF FOOTING "• AT DOOR OPENING(TYP.) tO •d z LINE OF FOUNDATION N 1--I COLUMN 2-SEE DETAIL ra O d 7- �* Compacted Fill. �� ��• SECTION"A-A" Ln 2-#4 Bar Continuous --�_-- at Door Opening 00 • a• Depress Foundation at r E-i p ~ E E all Door Openings,See u i ANCHOR BOLTS-SEE STEEL G� C N C Details this Sheet. n u DRAWINGS FOR SIZE&LOCATION 3 4 O 4# 4 BAR CONTINUOUS NOTE: Provide 1/2"Per-Mounded Expansion '� �'� W H O HORIZONTALCAGE Joint Filler between Floor Slab and all Foundation v a W 3 @ 10"O.C.VERT. and/or Adjacent Concrete Surfaces. 0`z N 4 #4 BAR @ 10"O.C. a 4 #4 BAR @ 10"O.C. TYPICAL FLOOR SLAB I) • VERT.-CONTINUOUS VERT.-CONTINUOUS 4" 8" & HAUNCH DETAIL -- — --- AT DOOR OPENING F F �' �• Cy�� PLAN VIEW Scale: 1/2"=l'-O'* � DEPRESS FOUNDATION 8" DEPRESS FOUNDATION 8" AT DOOR OPENING(TYP.) AT DOOR OPENING(TYP.) • ANCHOR BOLTS-SEE STEEL DRAWINGS FOR SIZE&LOCATION PLAN VIEW ' TOP OF FOUNDATION BEYOND ANCHOR BOLTS-SEE STEEL DRAWINGS FOR SIZE&LOCATION n LINE OF FOUNDATION BEYOND DEPRESS FOUNDATION 8" n 'CO AT DOOR OPENING(TYP.) li 4# 4 BAR CONTINUOUS HORIZONTAL CAGE @ 10"O.C.VERT. z z 4 #4 BAR @ 10"O.C. z LA VERT.-CONTINUOUS 0 4 #4 BAR @ 10"O.C. VERT.-CONTINUOUS o O Q le ~ W 4 # 4 BAR @ CAGE -SEE PLAN VIEW FOR LOCATION °. COLUMN 2-SEE DETAIL SECTION"A-A" Q D O .a• w #4 BAR @ 8"O.C. EACH WAY - ^ #4 BAR @ 8"O.C. EACH WAY w ih eh 3,000 PSI CONCRETE FOUNDATION& z FOOTING(TYPICAL) w 3,000 PSI CONCRETE FOUNDATION& FOOTING(TYPICAL) 4" 8" 4' 4' 8" 4' 1'-A! t 'N4Y SECTION DETAIL "E-Ell SECTION DETAIL "F-F )N � Scale: 1/2"=V-0" Scale: 1/2"=1'-0" . B M I METAL BUILDINGS , INC . BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS DRAWING COVER S COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT MBMI METAL BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN BASIC BUILDING SIZE: SPAN 30 x LENGTH 42 x EAVE HT,14 /14 PROFESSIONAL FOR A CONSTRUCTION PROJECT. ROOF COVER: SX COLOR: Galvalume/Plain GA.: 26 THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS WALL COVER: SX COLOR: Light Stone GA.: 26 REQUIRED. LINER PANEL: COLOR: GA.: APPROVAL OF MBMI METAL BUILDINGS DRAWINGS AND CALCULATIONS INDICATE THAT MBMI METAL BUILDINGS TRIM COLORS: GABLE: Green JAMB:Aspen Green CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. TRIM COLORS: GUTTER R EAVE: Aspen Green BASE:Wight Stone TRIM COLORS: CORNER:open Green DOWNSPOUT: Aspen Green (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) LIVE LOAD (ROOF) 25.00 P.S.F. DEAD LOAD(ROOF): 00 MATERIAL WEIGHT WHERE DISCREPANCIES EXIST BETWEEN MBMI METAL BUILDINGS STRUCTURAL STEEL PLANS AND THE PLANS SNOW LOAD (ROOF): 32 P.S.F. SEISMIC ZONE: FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) WIND LOAD: 120 M.P.H. EXPOSURE: COLLATERAL LOAD: 1 DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY DESIGN CODE/ED.: IBC 06 MBMI METAL BUILDINGS ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN CUSTOMER: SOUTHOLD TOWN DSW MBMI METAL BUILDINGS ENGINEERS UNLESS SPECIFICALLY INDICATED. P.O. BOX 962 THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH ADDRESS: THE METAL BUILDINGS "FOR CONSTRUCTION" DRAWINGS. CUTCHOGUE, NY 11935 ALL BRACING AS SHOWN AND PROVIDED BY MBMI METAL BUILDINGS FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. PHONE:631 734 7685 FAX: 631 734 7976 TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE PROJECT: SOUTHOLD TOWN TRANSFER ST. TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST CUTCHOGUE, NY 11935 LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, LOCATION: SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY GENERAL NOTES: OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) 1. MATERIALS: MINIMUM YIELD: WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND HOT ROLLED BAR Fy = 50 ksi MIN. COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH STRUCTURAL STEEL SHEET Fy = 50 ksi MIN. GALVALUME STEEL PANELS. EVEN RUN---OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVALUME SHOULD BE AVOIDED. STRUCTURAL STEEL PLATE Fy = 50 ksi MIN. COLD FORMED SHAPES Fy = 55 ksi MIN. APPROVAL NOTES ROOF AND WALL SHEETING Fy = 80 ksi MIN. 26GA. HE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: ROOF AND WALL SHEETING Fy = 50 ksi MIN. 24GA. A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: BOLTS A307 AND A325 1) BE MADE IN CONTRASTING INK. MBMI METAL BUILDINGS RESERVES THE RIGHT TO SUBSTITUTE THE 3 HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. ABOVE MATERIALS WITH EQUAL OR BETTER MATERIAL. 2) BE LEGIBLE AND UNAMBIGUOUS. 2. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325 UNLESS NOTED OTHERWISE. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN OF THE NUT" C) MANUFACTURER RESERVES THE RIGHT TO RE—SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED METHOD IN ACCORDANCE WITH THE LATEST EDITION AISC "SPECIFICATION TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". A325 BOLTS D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT MBMI METAL BUILDINGS HAS CORRECTLY SHALL BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS OF THE NUT" METHOD. ALL BOLTED CONNECTIONS, FOR SHEAR / BEARING DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED CONNECTION TYPE WITH BOLT THREADS EXCLUDED FROM THE SHEAR BY MANUFACTURER. PLANE SHALL BE SNUG TIGHT ONLY. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE OF E 3. ALL STRUCTURAL STEEL TO RECEIVE A RUST INHIBITIVE PRIMER. THIS CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE ,. 4. PRE—FORMED CLOSURE STRIPS ARE PROVIDED AT THE EAVE BENEATH THE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING i APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER ROOF SHEETS AND AT THE ENDWALLS BETWEEN THE RAKE TRIM AND THE LU ENDWALL SHEETS. DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH fi y ,o USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO 10 65252 ACCESSORIES MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE `';9 �,� QUAN. DESCRIPTION CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE OP�SSIOO 1 3070 DOOR W/HARDWARE (FIELD LOCATED) CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. 1 12' x 12' FRAMED OPENING BM The choice in pre—engineer_# I . METAL BUILDINGS metal buildings 1 8' x 10' FRAMED OPENING CER A 12 4/08 FOR APPROVAL 955 N.W. 17TH AVE. BLDG. H (866) 406-7656 JOB NO. 2 JOB N DET. REV. DATE REVISION DELRAY BEACH, FL 33445 www.mbmi.biz Dia= 1/2" 1 42'-0" OUT—TO—OUT OF STEEL 3 ® Dia= 5/8" 2 21'-0" 21'-0" Dia= 3/4" 20'-10" 4 L 20'-10" N � O O A co A w �A C " E _ 8 1 2 1 -0" M� D B 0 rn rn O ri O � 0 00 C B D N C w w v~i w z 0 0 N N O W to O O I I Mrn O Oca I m O L I H N O o O 0I D "B B" p = e N O co a) cn M 2" _ `Oo 2"3" W3A " E w ` $* F Z M F t C r P/ N r ♦ E E N I \ o o q � ' \ L 12'-0" L I Ir to 7 `0 5'-10 1/2' 12'-3" N 20'—10" m w �� ANCHOR BOLT l cn Z DIMENSIONS t9 21'-0" 21'-0" \ �,p 65252 !per FRAME LIN '9 DIMENSIONS 1 2 3 opFSSIoil, P ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) B� SOUTHOLD TOWN DSW SOUTHOLD TOWN TRANSFER ST. METAL BUILDINGS 6155 COX LANE 955 N.W. 17TH AVE. CUTCHOGUE, NY 11935 BUILDING H UAIL owo No REV DELRAY BEACH,FL 33445 12 4/08 1 OF 8 TEL.: 800-293-2097 ANCHOR BOLT PLAN JOB No 2515 Dia= 5/8" Dia= 5/8" GENERAL NOTES RIGID FRAME REACTIONS (k ) SW 1. Foundation design and construction @2 are not the responsibility of 8" MBMI. DL + CL + SL 2. The building reaction data reports I DL + CL + SL N the loads which this building as ° places on the foundation. d 8" 3. Anchor bolts shall be accurately (D set to a tollerance of +/- 1/8" N V) in both elevation and location. F_ - - r- - - - Anchor bolts are to be type A36. 4. Column base plates are designed 3.6 3.6 o I I I not to exceed a bearing pressure L J L J N of 1125 pounds per square inch. yf 14.2 114.1 BRACING REACTIONS, PANEL SHEAR DL + WL M N n N t Reactions (k ) Panel DL ---Wall-- Col --Wind----Seismic- Shear Loc- Line Line- Harz Vert Harz Vert - (Ib/ft)-- WL WL DETAIL A DETAIL D L-EW 1 55 F_SW E 2 ,3 2.5 1.5 1.6 0.9 Dia= 5/8" Dia= 3/4" B W A 3 ,2 2.5 1.5 1.6 0.9 75 8" WLWL 8„ + 4.7F 2.4 _ - -I- - �_j8.8 �4.1 N N � � � I 3„ N � I � ENDWALL COLUMN REACTIONS(k ) I- - - -� -�- - 2 3/4" LO MAXIMUM VERTICAL DL+CL+SL = 4.5 MAX MUM VERTICAL DL+WL = -3.0 L J 8„ MAXIMUM HORIZONTAL DL+WL = 1.8 2 2" SW NOTES FOR REACTIONS n N Building reactions are based on See Plan the following building data: - Width (ft) = 30.0 Length (t) = 42.0 DETAIL B DETAIL E Eave Heig((�it (ft) = 14.0 14.0 Dia= 3 4' Dia= 1 2" Roof Slope (nse/12) = 2.0/ .0 / / Collateral Loadf)( sf) = 1.0 Live Load (psf = 25.0 Snow Load ( sf) = 32.0 SW Wind Speed kmph) = 120.0 2 7/8 Wind Code = IBC 06 Exposure = C 8" Importan0ce Wind = 1.00 Importance Seismic = 1.00 F 1 Seismic Zone = D Seismic Coeff (FasSs) = 1.20 N I I 0 i 2" ANCHOR BOLT SUMMARY --------- ----- ----- 04 I I I 3" Qnt Loc Dia Pro' L- J SW ©F NiE - (in) (in� 200 n N 1 1/2„ g�P E q �'Q 24 EW 5/84 DJ " 3.00 � 8 EW 8 RF 3/43.00" 3.00 See Plan � cc LU DETAIL C DETAIL F (P O 65252;90 FES S1 ON P� BM SOUTHOLD TOWN DSW SOUTHOLD TOWN TRANSFER ST. METAL BUILDINGS 6155 COX LANE 955 N.W. 17TH AVE. CUTCHOGUE, NY 11935 BUILDING H UAIL DWG DELRAY BEACH,FL 33445 12 4/08 2 No OF 8 REv TEL.: 800-293-2097 ANCHOR BOLT DETAILS & REACTIONS Boa No 25159 MEMBER TABLE ROOF PLAN 1 3 MPRK SIZE 42'-0" OUT-TO-OUT OF STEEL E-1 8E14 2 21'-0" 21'-0" CB-3 0.25-CBL CB-4 0.25CBL TRIM TABLE ROOF PLAN A E-1 RF1-1 E-1 OID MARK 1 SSRC27 n H EC-6 I U W �Lo U W P-1 T P-1 T M M O O L x " x ER-1 RF1-2 ER-4 a' 0 Lo N I v n L) W - 0 Q i P-1 Typ _ P-1 Typ (14) CV N I Un nU W W O I °' in ER-2 RF1-2 ER-3 OF NEIV Y G0 \R y�P E M �' h I w UH Ld W / SOF E Q 2 E-1 RF1_1 E-1 ,0 65252 � P U RLI N 2'-1 ,3L4;- ROOF Rope$S1 ollA LAP 2-, 3i4" SHEETING PANELS: 26 Go. SX - Galvalume/Plain GENERAL NOTES: ROOF FRAMING PLAN 1. FOR STANDING SEAM ROOF SEE STANDING SEAM MANUAL, FOR ALL OTHER ROOFS SEE BELOW. SOUTHOLD TOWN DSW 2. ATTACH ROOF PANELS TO FRAMING MEMBERS WITH #12 S.D. SCREWS AS NOTED: B SOUTHOLD TOWN TRANSFER ST. 4" O.C. AT RIDGE CAP & END LAPS, METAL BUILDINGS 6155 COX LANE 6" O.C. AT EAVE & CUTCHOGUE, NY 1 1935 12" O.C. AT ALL OTHER PURLINS (6" O.C. OVER 110 MPH WIND LOAD). 955 N.W. 17TH AVE. 3. USE #14 S.D. SCREWS 24" O.C. (MAX.)AT PANEL SIDE LAPS BUILDING HDATE DWG No REV (12" O.C. OVER 110 MPH WIND LOAD). DELRAY BEACH,FL 33445 12 4/08 3 OF 8 4. USE 14 S.D. SCREWS 12 O.C. AT ROOF TRIM. �.5. USE 12 S.D. SCREWS AT RAKE ANGLE TO PURLIN. I TEL.: 800-293-2097 ROOF FRAMING roe No 251 59 CLIP TABLE LINE E & A ❑ID MARK 1 AK400 1 42'-0" OUT—TO—OUT OF STEEL 3 3 42'-0" OUT—TO—OUT OF STEEL 1 3 AK200 2 2 MEMBER TABLE 21'-0" 21'-0" 21'-0" 21'-0" LINE E & A MARK SIZE DJ-1 8X25C14 I6 4 2 16 I6 2 16 DH-1 8X25C16 G-5 8X25Z16 2© 2 G-6 8X25Z12 G-7 8X25Z16 CB-1 0.31—CBL LO I DH-1 M CB-2 TRIM TABLE 0.31 CBL G-5 © G-6 G-7 G-7 LINE E & A o MARK —@ 1 1 BT-101 4'-5 11/16 0j 4' 5 11/16" 2 BT-101 o iv o 3 CT-102 G-5 G-6 G-7 �l G-7 4 GU-122 5 GC-102 6 EC122 4'--5 5/16" 4'--5 5/16" 7 SCB 8 MT116B - - - - - - RA— RA150T7 — ------ RA1503 - - ---- --- - - - - - - 1 10 HT-101 EC-1 RF1-1 EC-3 EC-6 RF1-1 EC-1 6'-0" 12'-0" 3'-0 GIRT 3'-1 3/47 LAPS 3'-1 3/4" APs SIDEWALL FRAMING: LINE A SIDEWALL FRAMING: LINE E Q Q Q Y Q Q (Gutter with 3 downspouts) (Gutter with 3 downspouts) 6❑ 74 5 6❑ 7 � ,7 4 5 6❑ 7 N N N N I I I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I I I I I I I I I I I I I I I I I I I I I I I • O O O O OF NF., - - - - - -- - E q Y9 s l � SIDEWALL SHEETING & TRIM: LINE E SIDEWALL SHEETING & TRIM: LINE A �°� 65252 " t PANELS: 26 Ga. SX — Light Stone PANELS: 26 Ga. SX — Light Stone90� GENERAL NOTES: SOUTHOLD TOWN DSW 1. FIELD SLOT FLUSH GIRTS FOR BRACING (IF REQURIED). 2. ATTACH WALL PANELS TO FRAMING MEMBERS WITH #12 SOUTHOLD TOWN TRANSFER ST. S.D. SCREWS AS NOTED: METAL BUILDINGS 6155 COX LANE 4" O.C. AT BASE & TOP OF PANELS 12" O.C. AT ALL OTHER GIRTS (6" O.C. OVER 110 MPH WIND LOAD). 955 N.W. 17TH AVE. CUTCHOGUE, NY 11935 3. USE #14 S.D. SCREWS 24" O.C. (MAX.) AT PANEL SIDELAPS BUILDING H DATE DWG No Rei (12" O.C. OVER 110 MPH WIND LOAD). DELRAY BEACH,FL 33445 12 4/08 4 OF 8 4. USEJ14 S.D. SCREWS 24" O.C. AT CORNER TRIM. 12O.C. OVER 110 MPH WIND LOAD). TEL.: 800-293-2097 SIDEWALL FRAMING JOB No 25159 BOLT TABLE LINE 1 & 3 LOCATION UAN TYPE DIA LENGTH A 30'-0" OUT—TO—OUT OF STEEL E E 30'-0" OUT—TO—OUT OF STEEL A ER-1/ER-2 4 A325 1/2-- 1 1/4" ER-3/ER-4 4 A325 1/2" 1 1/4" C D D C B Columns/Raf 2 A325 1/2" 1 1/4" 8" 9'-4" 10'-0" 9'-4" 8" 1'-0" 9'-0" 10'-0" 8'-0" 1'-0" Columns Raf 4 A325 1 2" 1 1/4 " CONNECTION PLATES 122" RA1503 4 RA 1503 2"� Q2" 1503 4 RA1503 1 2� LINE 1 & 3 12 12 ❑ID MARK PART a — _ ER—2 ER-3 1 — a _ _ ER-4 1 AK400 2 AK200 4 H1 5 AB212 G-1 G-2 G-1 G-3 G-2 G-4 6 1 D2 I I ®21 I LINEBI R& 36LE I I MARK SIZE i� I I II EC-1 8X25C16 G-1 G-2 G-1 = [ G-3 G-2 DH-2 M EC-2 8X25C12 _ I [STI ' r-.y, EC-3 W8541 EC-4 8X25C14 of ( of I I EC-5 8X25C16 I EC-6 W8541 'n 0 C1 0 T I�- o ER-1 8X25C14 G-1 G-2 G-1 `r G-3 G-2 b ER-2 8X25C14 io I1_2121 ER-3 8X25C14 io 2 ER-4 8X25C14 DH-2 8X25C16 G-1 8X25Z16 G-2 8X25Z16 Q T� I G-3 8X25Z16 E1 RA1503 I I -IRA2003. RA1003 E1 __ _ _T_ _ _� _ G-4 8X25Z16 �L� - - - - -- ---- - - - - - - -�— �� TRIM TABLE EC-1 EC-2 EC-2 EC-1 EC-3 EC-2 EC-4 EC-E6-6 LINE 1 & 3 OID MARK ENDWALL FRAMING: LINE 1 2 CT-102 ENDWALL FRAMING: LINE 3 4 RT-101 6 SPB2 9 BT-101 8 BT-101 9 MT116B 10 JT-101 O 0 11 MT116B 12 HT-101 12 � � 12 CO o I 1 LO in = N N = ° N N = N N \ \ \ \ \ N (V N N N CN \ \ \ N o I I O co o cD co 0 0 to o I I I 1 1 (0 � o I 1 I I co 2 I (01 I O O I 1 in �p co co co I 2O LO LO SO NE y�P 0 4 Q / U Li 7 $ \.1010 65252 0 OPESSION Pv ENDWALL SHEETING & TRIM: LINE 1 ENDWALL SHEETING & TRIM: LINE 3 PANELS: 26 Ga. SX — Light Stone PANELS: 26 Go. SX — Light Stone NOTE: PANELS ARE USED TO PROVIDE BRACING SoUTHOLD TOWN DSW FOR THE STRUCTURE BY DIAPHRAGM ACTION. GENERAL NOTES: REMOVING OR MODIFYING PANELS PROVIDED BY SOUTHOLD TOWN TRANSFER ST. 1. USE BACK-UP PLATE (AK504) FOR BRACING (IF REQUIRED) THE MANUFACTURER AS SHOWN ON ERECTION METAL BUILDINGS 6155 COX LANE AT COLD FORMED FRAMING MEMBERS DRAWINGS MAY ADVERSELY AFFECT THE STRUCTURAL CUTCHOGUE, NY 11935 INTEGRITY OF THE BUILDING. THE OWNER SHOULD 955 N.W. 17TH AVE. 2. FIELD CUT ENDWALL PANELS AT ROOF PITCH FOR SLOPES CONSULT THE BUILDING MANUFACTURER OR A BUILDING H owc No EV GREATER THAN 1:12. 12 4 08 5 OF 8 UNDERTAKING DELRAY BEACH,FL 33445 R ADDITIONAL N SCREW PROFESSIONAL ENGINEER BEFORE U NG 3. SEE SIDEWALL DRAWING FOR NOTES & PATTERNS. I ANY MODIFICATIONS. I TEL.: 800-293-2097 ENDWALL FRAMING Joe No 25159 SPLICE PLATES & BOLTS MEMBER SIZE TABLE in Splice Quan -----Bolt---- Plate Size MARK WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE START END THICK LENGTH W x T x LEN W x T x LEN Mark Tc, Bot Int T e Dia Len Wid Thick Length RF1-1 8.5 12.4 0.134 126.2 5x3/1 6 x160.4 50/4- x146.6 SP— 1 4 4 0 A325 0.750 2.25 6" 5/8. 1'-7 1/4" 12.4/13.0 0.188 36.0 6x3/16"x 19.1 SP— 2 4 4 0 A325 0.625 2.25 6" 5/8" 1'-6 7/8" RF1-2 12.0/12.0 0.134 161.5 5x3/16"x 95.5 5x1/4" x107.5 5x1 4" x 66.0 5x3/1 6"x 52.0 FLANGE BRACES: Both Sides(U.N.) FBxxB(1): xx=length(in) 3 8" 1'_ B — L2X15X12 1'-2 2 3.8" 3 ® S-638" I3 ® 3'_638" F830. 3'-5" F930.5B(1) —_ _ — FB30-58(1) \ 3'-5" 0— — 12 FggO 56(1) __ —— J _ — F8 30.5B 1) 12 _- - J u N �u — I 0_ RF1-2 N RF1-2 I I . I I i T I `_ i ( V) I LO LO I I I I 1DI� ��a m I m I U tD t C 210 O I O t I O �* (aLO _ L I I W <t I (O v c0 v v I I N ° NU I " I I� lel I I I I I I I LO L I LO I I I I I OF NF I Y+ 8 1/4" -.1'-1 7/16" 26'-4 5/8" V-1 7/16"1 l 8 1/4" 30'-0" OUT—TO—OUT OF STEEL Q i m Z A RIGID FRAME CROSS SECTION FOR FRAME LINE 2 �p 65252 GENERAL NOTES: �M SOUTHOLD TOWN DSW SOUTHOLD TOWN TRANSFER ST. CONSTRUCTION NOTES FOR THE RIGID FRAMES. IMMETAL BUILDINGS 6155 COX LANE 1. ALL FIELD CONNECTIONS OF PRIMARY FRAMING MEMBERS SHALL BE BOLTED. C UTC H OG U E, NY 11935 WITH A325 H. S. BOLTS AND INSTALLED BY THE 'TURN OF THE NUT' METHOD. 955 N.W. 17TH AVE. 2. ALL FIELD CONNECTIONS OF SECONDARY FRAMING SHALL BE BOLTED WITH BUILDING H UATE 12 4 08 6 G No OF 8 REV A307 MACHINE BOLTS. DELRAY BEACH, FL 33445 3. WELDING PROCESSES USED BY MANUFACTURER ARE IN ACCORDANCE WITH SEC. TEL.: 800-293-2097 RIGID FRAME ELEVATION roe No 25159 1.3 OF AWS D 1.1. END OF BUILDING 1 4 ENDWALL RAFTER TEK2 SCREW ROOF PURLIN BUILDING ENDWALL LINE RAFTER ENDWALL COLUMN 1/2' x 1 1/4" CORNER COLUMN p CUP ANGLE _ _ A307 BOLTS —RAS 0 0 p 1/2- ' CUP - - - - - - - - --- ° / X 1 1/4CONNECTION II ° A307 BOLTS PLATE I ro o� O o o� ° if o 1/2" x 1 1/4" _—II'_ 1 0 0 l I I L J O O O MB (TYP) _-- - —T1 - ---- - - - - - - J ENDWALL COLUMN II SEE ENDWALL �� CM WI ENDWALL COLUMN DRAWING FOR BOLTS SIDEWALL GIRT ONE MAY BE USED) ENDWALL GIRTS ENDWALL GIRT NOTE RAKE ANGLE ON BOTTOM OF PURUN A 1AT OPEN WALL OR OVERHANG. SEE ENDWALL SECTION D 1 THRU ENDWALL RAFTERDRAWING FOR BOLTS C ENDWALL COLUMN TO WALL GIRT B8 (B9) ENDWALL RAFTER TO COLUMN CORNER COLUMN TO WALL GIRT ENDWALL TO COLUMN ENDWALL COLUMN #CONNECTION CORNER COLUMN 1/2" x 1 1/4' ENDWALL II JAN OOR A307 BOLTS COLUMN AMB CONNECTION �� PLATE O O 11 1/2" x 1" O O A325 xBOLTS2 I I / FIN. HD. BOLTS 0 0 0 0 O II PLATE TION BASE pLA� ASE CUP NG PLATE ENDWALL BASE PLATE FOR BOLT DIA. AND TYPE. SIDEWALL GIRT GIRT PIAN ELEVATION PLAN ELEVATION PLAN ELEVATION D3 CORNER COLUMN TO WALL GIRT E 1 BASE PLATE FOR ENDWALLE3 BASE PLATE FOR ENDWALL E6 BASE PLATE FOR DOOR JAMB F4 ENDWALL RAFTER PEAK CONNECTION COLUMN COLUMN 1/2' x 1 1/4• 1/2• x 1 1/4' RAKE A307 BOLTS A325 BOLTS EAVE STRUT AN PURUN COLUMN TEK2 SCREW EAVE STRUT 0 o e FLANGE BRACE 4 (ONESIDEUN. NTD.) 1/2- FIN HD BOLTS SEE CROSS SECTION ro 0 TE 1/2' A307 BOLTS �\ // I I ��\ 6 ° ° TE F�Q'D. L J_`F�0 DOOR JAMB \ o I RAFTER O I GIRT (ONEGSIDERUN. NTD.) COLUMNCE F 1/2' x 1 1/4' J ——— ——— SEE CROSS SECTION ENDWALL RAFTER 1/2' x 1 1/4' A325 BOLTS CUP 0� (V WALL GIRT A307 BOLTS NOTE RAKE ANGLE ON BOTTOM OF EAVE STRUT EXTENSION OF O AT OPEN WALL OR OVERHANG. TOP FLANGE SECTION ELEVATION G2 PURUN TO INTERIOR FRAME RAFTER H2 GIRT TO COLUMN 6 SAVE STRUT TO ENDWALL RAFTER �2 EAVE STRUT TO RIGID FRAME K2 WALL GIRT TO DOOR JAMB -in � a p cP tf�O 10 65252 � 9 B m SOUTHOLD TOWN DSW FSSIO SOUTHOLD TOWN TRANSFER ST. METAL BUILDINGS 1 6155 COX LANE 955 N.W. 17TH AVE. CUTCHOGUE, NY 11935 BUILDING HOWc No Rev DELRAY BEACH,FL 33445 12 4/08 7 OF 8 TEL.: 800-293-2097 1 Detail Page I JOB No 25159 SIDEWALL COLUMN EAVE STRUT BRACE GRIP BASE ANGLE COLUMN OR WALL PANEL DOOR JAMB RAFTER WEB II I I TEK2 CLIP CABLE HILLSIDE II BASE TRIM SCREWS WASHER I I � � jo FLAT O o II CONCRETE EYEBOLT WASHER O O �� BY OTHERS, MUST BE ADEQUATE FOUNDATION e CONNECTION PLATE TO SAFELY RESIST THE LOADS IN THE REACTION REPORT. ° SLOT IN WEB TO INSERT NUT ANCHORT BOLTS DOOR JAMB DOOR HEADER HILLSIDE WASHER BASE PLATE SECTION ELEVATION AND EYEBOLT SECTION ELEVATION 1/2' x 1 1/4' A307 BOLTS TO JAMB PLAN ELEVATION 1/2' x 1' FIN. HD. BOLTS TO HEADER L4 DOOR JAMB TO EAVE STRUT M 1 DOOR HEADER TO DOOR JAMB Q2 DIAGONAL CABLE, EYEBOLT END @ANCHOR BOLTS AT SIDEWALL COLUMN T 1 WALL PANEL BASE DETAIL 0 0 O 0 TOP BOLTS, SEE CROSS SECTION BOLTED O O END PLATE TOP BOLTS, SEE 0 0 —INTERMEDIATE BOLTS, TOP FLANGE O O CROSS SECTION IF REQ'D O OINTERMEDIATE BOLTS, O O WEB IF REQ'D O 07�BOTTOM BOLTS, SEE CROSS SECTION O O BOTTOM �BOTTOM BOLTS, SEE FLANGE O O CROSS SECTION U 2 BOLTED END PLATE CONNECTION BOLTS FOR RAFTER TO U3 COLUMN CONNECTION OF NgW Y c') E q 9� rn w �O � 65252 'l��ES St ONS'" SOUTHOLD TOWN DSW r*AB r#*A SOUTHOLD TOWN TRANSFER ST. METAL BUILDINGS 6155 COX LANE 955 N.W. 17TH AVE. CUTCHOGUE, NY 11935 BUILDING H DWo No REV DELRAY BEACH,FL 33445 12 4 O8 8 OF 8 TEL.: 800-293-2097 Detail Page I JOB No 25159