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HomeMy WebLinkAbout29962-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30921 Date: 05/18/05 THIS CERTIFIES that the building AS BUILT AG BUILDING Location of Property: 560 STERLING LA CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 96 Block 3 Lot 9 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 16, 2003 pursuant to which Building Permit No. 29962-Z dated DECEMBER 22, 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 "AS BUILT" AGRICULTURAL BUILDING AS APPLIED FOR & AS PER CERTIFICATION OF LAWRENCE TUTHILL P.E. DATED 1/2/2004 . The certificate is issued to H & S ASSOCIATES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL C10-05-0001 05/13/05 ELECTRICAL CERTIFICATE NO. N-797722 03/11/87 PLUMBERS CERTIFICATION DATED 11/22/04 H&S ASSOCIATES Aut orized Si nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD 222004 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. Swom statement from plumber certifying that the solder used in system contains less than 2./10 of 1°a 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: L Accurate survey of property, showing all property lines, streets, building and unusual natural or topographic features. It 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 0 57x5W�n/6 44 Co d06 V,67 House No. / Street Ha let Owner or Owners of Property: /,I itS Suffolk County Tax Nfap No 1000, Section O 9 is Block 000 3 Lot 490 r SubdiNision p _Filed Map. _ Lot: Permit No. ,L Date of Permit. /0' 2-10 Applicant: /7�r Health Dept. Approval Underwriters Approval Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S—D• &-b T Applicant Signature CO -F-' 309 2I 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. 29962 Z Date DECEMBER 22 , 2003 Permission is hereby granted to: SANFORD H FRIEMANN PO BOX 915 CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN "AS BUILT" AGRICULTURAL BUILDING AS APPLIED FOR ADDITIONAL CERTIFICATIONS WILL BE REQUIRED at premises located at 560 STERLING LA CUTCHOGUE County Tax Map No. 473889 Section 096 Block 0003 Lot No. 009 pursuant to application dated DECEMBER 16 , 2003 and approved by the Building Inspector to expire on JUNE 22 , 2005 . Fee $ 300 . 00 /Z Authorized Signature ORIGINAL Rev. 5/8/02 pY+.IA;:) ?Sls" At THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY ITP 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date March 11, 1987 Application No.on file 442085/86 N 797722 THIS CERTIFIES THAT `� only the electrical equipment as described below and introduced by the applicant named on the abmw application number in the premises of Pinewood Garden Center, Sterling Lane, Row off N.Y. #25, Cutchogue, N.Y. EJ in thefoliewing location: LJ Basement T lat Fl. ❑ 2nd Vt. Section Bloch Lot Ives examined on March 5, 1987 andfound to be in compliance with the requirements q/this Board. gXTURE FIXTURES RANGES COOKING DECKS OVENS DISHWASHERS EXHAUTST�FANS OUTLETS lCNTAClES SWITCHES INCANDESCENT FLUORESCENT ♦ V K MY K W aMI. K.W. RMI K.W PMF K.W. M1F N t 17 31 18 4 6 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS I MULTI.OUTIET DIMMERS AMI. K.W. ors H.P. GAS n.P AMT NO. k W.G. AMT. AMP AMI. "FS. TRANS. M1T. n P SYSTEMS WT. WAITS NSYST FEET 1 50 2 P 12 30 _ SERVICE DISCONNECT No.OF S E R V 1 C E� AMT. AMP. TYPE t/]`N 1/DW ]$�W J.e tW NO' PER OF $GOND. OF CC.GOND No_Of HFIEG OF H LEG I'�of NFDiR�tS�Of NEUTRAL 2 200 cb 2 X 1 500mcm _ 1 OF , OTHER APPARATUS: M.H. 4-400watt, 3-150watt Elec. Water Heaters: 1-4.5kw Panelboards: 2-7cir., 200amps, 1-14cir, 125arnps Motors: 1-10hp, 2-3hp, 1-1}hp, 1-1hp, 3-}hp 1-10.0kw heat pump 1-2 ton AC UNit. Hank Rienecker Main Road ��MANAGER Cutchogue, N.Y11935 Per— 11 _ This certificate most not be altered in any monner; return to the office of the Board if incorrect. Inspectors may be identif d by their credentials. %UFFOLA, rn x Town Hall,53095 blain Road O � � Fax(631) 765-9502 P.O. Box 1179 'y.�/Ol 0� Telephone(631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT 222004 TOWN OF SOUTHOLD CERTIFICATION Date: cif/1 L�O y Building Permit No. Owner: /-/fl S fjSfO e 47ES (Please print) Plumber: Ow Nr� (Please print) I certify that the solder used in the water supply system contains less than 21110 of 1% lead. (Plumbers Ignature) Q �Ns2 Sword to before me this 27- 1") day of tjljRabb. 206_ n" Notary Public, County John M.Judge NOTARY PUBLIC State of New York No.01JU605940b Qualified In Suffolk County Commission Expires May 29,200 -1 LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.V. 11944 (631) 477-1652 January 2 , 2004 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY To whom it may concern: Re: Steel Agricultural Building 560 Sterling Lane Cutchogue, NY SCTM # 1000 96 3 9 I hereby certify that the above mentioned steel agriculture building at 560 Sterling Lane, Cutchogue the outline sho n on the attached sketch, conforms to the regulation 0f the New York State Uniform Fire Prevention and Building Code and the Southold Town Building Code. ncerely, Lawrence M. Tuthill , P. E. ^r 1GP NEW �OFEss�o"�a"� LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 OF NEW { vvGE t ?F Si 49 J r � 2 032254-1 � p9OFESslolk I E i ' nI PZ A -- Sire A �j r,�v'':Sra � 61d ; SG (7 STC ► �h 7 ROQ/c " A/ S C `rI'f TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET S 6 0 VILLAGE DIST. SUB. LOT r� IpH� c7r ='I FORMER OWNER N E ACR. (�, S W TYPE OF BUILDING ' N RES. SEAS. VL. FARM ` COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS lb 10 DC (2-1,0q- c E^ A-7oo 3/r 4f rr i it �1t0o �r �� o ! r. is -�Pa 6 - co ,4 r -4:7 F ; ,�� 15t tylr7Z0) zoo 1, 4 rr a rr �i l" Ion I uv !99Z- A Tillable ,—t �� Z ,;i 23 FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total 1 2 a t �.. Bldg.( 3 o X , Zovo a uw Foundation Bath r. xtensio s S" 4,o Basement Floors V a ct�;�ig1* _ GX a s 3� / Vf lu Fxt. Walls Interior. Finish Fire Place Heat 06 Aaa"i` "9 yo y8 = 192-o i 2 0 Pool Attic Patio Rooms 1st Floor reezeway Driveway Rooms 2nd Floor arage B. FAID INSPECnONREFORT DATE CONIl4lENTS' FOUNDATSON(Wr) � a FOUNDATION(ZND) sr ROUGE FRAMWG& YLubfmgG "3 IlH60LATiON P7�Yt N.Y. STATE$Z4RRsgY CODE S G 0 Q• h� r F� w 1 ADD1TiONAL COQ$ S aINS 0 z L SI- 6� • ^3 o p r v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING' DEPARTMENT Do you have or need the following, before applying' TOWNTIALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAR: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined L ,20 3 Contact: 91'A �I�Aq/g3 �wf Approved ,20 T Mail to: 6M /3.205- win oU Disapproved a:c 4,"(4A sopee , A14119,3,5 p Phone: -730- 20)1 Expiration- 20 uild g Inspector r APPLICATION FOR BUILDING PERMIT DEC ` 6 Date /o 20 03 INSTRUCTIONS a. This'ap`plication MUStbe completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plan , accQ„ e plot plan to scale. Fee according to schedule. b. 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 tnay 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 MADSto the Bailditig Department fdrthe issua to bfta BdildirigPermit 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 (Sig azure of applicant or name, if a corporation) QD, /.�o X 9/S Cr✓7u/o�stly �y/y (Mailing address of applicant) �Z g3� State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder iCv.y.rMP,. Name of owner of premises f/ iS �9SSpei.g 7FzS Sq,vq�¢p ��yyy�/ (As on the tax roll or latest deed) 4i4so-vey F. R.r,snl ilG.� 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: S6 o S 44N House Number Street Hamlet County Tax Map No. 1000 Section Block -WlaLot W- Subdivision Se. �tf56&4,9yN O� Ry Filed Map No.�/W -1o.'7. Lot ;2-,; �4 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constructiod. a. Existing use and occupancy �,CioutTdlly e- S"71D,4f /X D 6 if D fi5/,E� b. Intended use and occupancy $'y4E 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal_ Demolition Other Work M4L#1!rfrn 6-XI S ... (Description) 4. Estimated Cost NIfJ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existinPP structures, if anv: Front l2 0 -ke Rear 110 -P14, Depth 7/ Height f 3 7 74 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories z 9. Size of lot: Front 68s• Y'f Rear SfW- YX Depth 10. Date of Purchase S 7 Name of Former Owner 5TF-we eA4 /-lu2SA"zk• 11. Zone or use district in which premises are situated .t 14 - C F}6�liGvLTutgL �us�rergrllrv0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ✓ 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES NO A#, F,cus.»•rwu IORr "Ibweeggir 14. Names of Owner of premises hfij' <lSsoei*X5 Address ib Af9,:F- elv u4one No. -Z7V-169/2. Name of Architect 8iv r/ww.w, j; Aryl Address X146 /lawn Ad Phone No 734-1 D /L Name of Contractor Address Phone No. i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO J� * 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— A-• 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"OFA being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the /4g.07.NB6C N is- ,¢5-foC-480TS.r (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. Swom to before me this dayofADA:;, ",fj 20 'V 3 Notary Public jV Signature of Applicant EDWINA L.CALLEN Notary Public.State of New York No.4991462 Qualified in Suffolk Cou. axttxiulen EaD,res February — 01�4— BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: V- /ZZ/03 APPLICANT:- -2i ,� ,�, / 5 SS �� �s DATE SUBMITTED: is ';� /03 SCTM#DISTRICT: 1,000, SECTION: `tb , BLOCK: 3 , LOT: �_SUBDIVISION: A It ADDRESS: 560 CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BPd2)1&� -Z/CIO Zya t , INFO �� /BP -Z/C/o z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/o Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUMED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1 REQ. LOT SIZE: SOIL ACT. LOT SIZE:IZgA REQ. LOT COV. CX. ACT. LOT COV. REQ. FRONT o PROP. FRONT �/ REQ SIDE ' ACT. SIDE --' REQREAR PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: �Ul t'j �(� ���p-I� yl '�(� m ESTIMATED PROJECT COS ARCHITECT GINE . zi-y; I WATERFRONT? ISI 0 DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): DTE: _/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO ; DTE: PERMIT#: N� SOUTHOLD TOWN TRUSTEES: YES or T DTE__/ /_ PERMIT #: TOWN ZONING BOARD APPROVAL: YES ojVNO DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YESVNO DTE:—_/ /_ PERMIT#.- TOWN :TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES!r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: Saw SF FEE FEE FEE I. (-----SF)- (_. SF)= SF X $ =$ +$ / +$ ,., -;�- = $ 2. (_SF)- (_SF)= SFX $ =$ +$ +$ _ $ 3. ( SF)- ( SF)= SF X $—=$—+$—+$ FINAL TOT : $ �C�C� /L s/rrlw tf7 e,J� /"✓�9/Uy �',�.,,�-l�'S /7 �i0 Lc��A �~Tf3/IVF t� /� ®�u/� �,/✓6 / r2� 7 - zo o ✓S"7��c 7- o p 7h4*7- -775 WF ,Cj LSO r�.v T /9 GFi�iL GIS i¢GalV6� v..il Ti/ Tit 640 ,q../lj �!•,LFz' c-��"�:� .t,fts ,c.>[sd��z c-s��,c_� �y �s,� �o STwp916 Al �v r i!f i✓/.Cl. C14,2 y 1"S/f7'r lJ,C7 jJ�i'P �/L �I".-,/e-()Ohm c?� <,✓�fl/'�p+�%IO Ki ITL. � SQ EvFC. G'�fI✓ 6�I�v/G �h�fc: /�BOv2'. �,��i�iZTy �iES/s'A.�'cI�l�, /� —.7 9, " /55-!!w6 C/dP S �Cvnl[ rz .vTsJ-7io ,J IS �KoS � /��o�'�191[3T rn4y �� Zh�Grt"EFD [4Y 3o 6 y [- 0 Alf--0002 \>I e V 7!/R4 /,A/ Icjol,Te PLAN IVOT S.7-ArR Z11V 6 14N�C :--e'V7-eAr06UZr- -1 Pinewood Perennial Gardens, Ltd. Main Road P.O. Box 915 Cutchogue, New York 11935 01 � f December 21, 1995 Sandy Friemann P.O. Box 915 Cutchogue, NY 11935 RE: Pinewood Perennial Gardens, LTD. Cutchogue, NY SS 21 'x 100'x 14' Work Order No. NYC7052 Gentlemen: This is to certify that the referenced structure is designed to withstand the following loads in accordance with the 1990 edition of the Metal Building Manufacturers Association's "Low Rise Building Systems Manual": Live Load: 30 psf Ground Snow Load: 30 psf Seismic Zone: 1 Wind Load: 90 mph Building Use Category: 1 Collateral Load: 0 psf The above snow and wind load meet the New York State Building Code. Heritage Building Systems is not responsible for modifications made to the existing structure or the relocated wall panels. A Structural Engineer should be obtained to analyze the existing structure. No allowance is made for loads caused by anything other than the metal building by Heritage and the above stated loads. This certification covers the structural design of the framing and covering parts that are manufactured and shipped by Heritage except accessories such as doors, windows, translucent panels, louvers and ventilators and is exclusive of other parts of the project such as foundations, masonry walls, mechanical equipment, and erection of the building. The building should be erected in accordance with the construction drawings supplied by Heritage on a properly designed foundation. The undersigned is not the Engineer of Record for the overall project. Sincerely, HERITAGE BUILDINGS ��`P�.�OF NFty y0 •r•• 5� 1�v B.SCh ;jTVMy B. Schrock, P.E. Z :Foo L .f�'.., )1761,.•.Ert! '••, 40FF5 SAO~ CHIEF INDUSTRIES, INC. nu 9aa Hire Ora NNl ropnw.v•Jo G.a+u Inane N.baaa,6eep2.2"e mans Toe 3eTtleY, July 23, 1986 C034462 Gentlemen: Please accept this letter as certification that the 50' x 1001 x 16' Rigid Frame building which Chief Industries, Inc., will furnish to Arthur C. I Johnson, Calverton, New York, for Pinewood Garden Center, Cutchogue, New York, has been designed for the following loads: 30 PSF Live Load 4 PSF Dead Load 20 PSF Wind Load The design of structural steel members Is in accordance with the provisions of the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings". The design of light gauge steel members is in accordance with the provisions of the AISI "Specification for the Design of Cold-Formed Steel Structural Members". The design of primary and secondary members Is in accordance with the provisions of the MBMA "Recommended Design Practices Manual". Welding design and fabrication is in accordance with the A1SC's Specifications and the American Welding Society's "Code for Welding in Building Construction". ` OF NW Y Very truly yours, Chief yIndustries, Inc. " P It— n-1 Cj W Chander P. Nangla;�P.E. n Z Chief Engineer �y 053030 ZP FBOFESSIONP� TWX: 910 ea 3713 CHIEF IND GRID . CABLE: CHIEF GRAND ISLAND NEBRASKA USA am ;a Rims r TDR C0.MN INS z 10 s IIAIRI OVN O[SGRIPTIDR i C d AI ENT:RI BR CM"S y B 3 1 A a 113AM DOM D S • C V 10YL10 E 2 TOO'-O OUT/GuT PF STEEL AND CCNCP.ETE 20'-C DO. 0 20'-0 20' Ba'-0 -- DL•LL =.lc ' 'LTJ s} - 3} 01 - ------------ 8.5 F r —T OL-LL I A•-TSR i I DL I E 1 xl fL1.2 K 1« I Y o� s pL.Y_ 1 i 11 DL-LL/2 U U �I o- - -0 1f r . DL•LLF2.WL i o g.4.•ex1'/a FIR•601/a o I- 1•a J K!2NL/2 r �— ---. ;r a i- --� •_--_ --• B.' K 1 o- I"I L 3} l} �,?} ! n I ] ® O V V O© 5 ® 6 COL. LINES 'SED : . s ANCHOR BOLT PLAN ® REACTION SCHEMATICS 1 F + BIA AMoAd-a WINIA.A1 Er.'EAflrl[� 'TD 1utS ."•tee°L�•,x's ?JfL4 Q3E So ,YRL--A+:ENHAFaCE w AIE PbfiALuW 114 P;*Jvck S REFERENCE NQ7ES 1. COLUM FppTI.4GS AND PIERS MUST BE DESIGNED TO 6. ALL ELEVATION OIMENSIUNS ARE TAKEN FROM BOTTOM OF rAIA.0 7TMEAC-0l FOz &-A- NITHSTAMD HORIZONTAL AND VERTICAL REACTIOKS AS FRAME COLUMN BASE PLATE BASE OF COLVMY IS AT SHO VN ON THE ANCHOR BOLT PLAN. CHIEF INDUSTRIES 15 ELEVATION 100'-O' L`3J�L.] �1W(aS �T]M 10"3 Tp �-0/a _/ A . NOT RESPONSIBLE FOR DESIGN OF CNCRETF FON"A11OKi F. BOLI PROJECTIONS ARE RECOm1ENDE0 MININWIS BASED ON i4nM A-3 TD Z-'_4.1 �-$I-g10 1iPN�i CHIEF INDUSTRIES RECOMMENDS THAT THE SERVICES OF TME RASE PLATE BFMIN4 DIRECTLY ON THE CONCRETE A QUALIFIED DE EOLINEER IS OBl AIMED B! IME PIER. IF TnE BASE PLATE )5 TO BEAR ON GROUP. inE CNiRAti A D LEER •0 RESIN 'HE fONDAT10N5 Fd BOLI pgGJEC�IOx MUST BE 1rCREA5E0 ACCORD)NGL E. - ANCHOR ROLLS (BY OTHERS) (T I C I THE INDICATED REACiI0Y5. ENOYALL POST REACTIONS NOT S%OW SMALL BE DETFRMtNED FROM THE SPECIFIFO e. ANCHOR BOL` DESIGN IS BASED ON SHEAR. TENSION. AND Cp1SP�AC'(D7� O DE1E2o'IITOE LOLA'T1W} ANCHOR BOT_ T SETTING T I NG PE AN LIVE LOW. N1x0 LOAO. SEISMIC LOAD AM AMT OTHER I"tNEo TCNSI Dx AND SMEAR. CHIfF INOUSTRi ES. ENC SIM90L DUAN SIZE PROJ A^FI IOABLE AUXILIARY IGWS. I$ YDI RESPONSIBLE FON ANCHOR BOLT SIZE R�cDTNNxD- nF ow-e%XA� �`-� ARTHUR C. JOHNS:JN /PINEWOOD GARDEN CtiL. ATINS HIEN ISN ANCHOR BOLT CONFIGURATION RACES • b a}• 1} Z. CONCRftF CONTRACTOR IS RESPONSIBLE fd •)AIN- TNF BOAS IN A BENDING TOOEm JWN THE MUFF RASE IAININO CONCRETE sWME. AFYEL. AMO WCDRDINC RATE KMS DR "WT. IN CONTRACTOR/BUILDER d a 0! z CUTCHOOUE NY. TO THE ANCHOR BOLT SETTING PLAN. FO1,04TION ENGINEER SHALL INVESTIGATE BEKDINO IM /� 3. ALL AwHDR ALTs INCIuo TNG*,Ts AND NAsNCS FOR THE AnMOP SOLIS AND MO+IDE A SHEM RET FON THE RF 50X 1 0OX 1 6 3020 20,BAYS 1 /1 2 SAITE M[ NOT FLIRNISMO RI CHIEF. CkNFN BAY TO THE PIER NTNIH IN ANCHOR BRITS ARE •. ANCHOR BOLT MTEIIIAL SHALL CONFIRM TO ASTM A3OP NST ADEQUATE IRR Gin 'ABOUT TIN PIER. DRAWN CHECK BUILDING N0. ON EQUAL- 9- �OIMEnIORS AN IN :NCHNS UNLESS OTITERYISE CHIEF ErC034462 S- REACTIONS ARE CIFfN 10 KIPS. HI RIP - HOOD LBS) 0116 isinun, I. 10. All DRAWINGS ARE MOT 10 SCALE. ! 15291.i1 ~ I � AT pEPI 20 D � Al 4-11 - I IE B II 4'-0 II - 1 A (Y I]t 4.-10 C EI I 1 1 FINISHED -ICOR 8 DIACONAL DI!EMSIDM I +5'-6 CLEAR__ .` 24'-11 OUT OF,CDLUMN TO RIDGE .� I 1 50' 0 CUT/WT OF STEEL CROSS SECTION COLUMN LINES 2-5 SPLICE BOLT TABLE SPLICE NO SITE DEPTH 4 B- D]x 21 2'-1 9 6- 0Y 2 1 1. 4 N MFA *�Ate.`-•� ... O59D]D REf FREMCE xDlFS6 T. ALL ELLTAII4M BASE ARE TAN FY FROM BOT TON OF EION 911Y 6ASE vu1F. BASE OF COl p1Tv 15 AT m11 ELEVATION YATIOx 100'-0'. 1. BOL II NO RECCH2NDA!I OMS---THE 'TJRM DF-MJT' IE TMD CP !IC"TFWINC A325 STRUCT: Al BOTS 11 ACCCIR'MEE WIT" 'SPECIFICATIONS FOR S S SECT 10N i�KT1 R4: JOINTS USING AST" 4325 OR A490 eR0 BUT" .SRIHUR C. JOHNSON /P1NEu00D GARDEN. CEN BDLI 4x' M.T :IELIFICAT:OMS -- ALL BOLTS T5 AND EMS Vf':F:ED M000"OUT THESF DRA.!XCS i09L BE NING O ASTM 015 04 SAE J41D2 GRADE 5 BOLT CUTCHOOUE NY . SPECIFICATIONS 00 AST" 4325. AST" 4194 Clt p 2 OR INN. OR AST" 4563 GRADE C. D. OR DM NN RF SOX 1 0OX 1 6 3020 20- BAYS 1112 SPECIFICATIONS- 10 THE OF MILD STEEL x CHIEF otALIB'E p BUIl01NG N0. 2 BOLTS WILL NOT SHE ALLD+ED AND ABT FIELD SYS- ; STITYTION JILL 1010 TIE OESION YAMMTY. 4. TEMPORARY MACINO SHALL BE INTRODUCED WHEREVER CHIEF FR. NIEF SS.UCTYRE DOURIY"RE T1E ERECTION MO s o IR'M �,� C034462 I I70'-0 r11P V e1 �1P u n rl S1 p R - luH i za3xl.v 1 r � ,:n:n.+ f51 �f53 —[SS • �—f5_ =,DOF FRAMING PLAN I i y NEW fl /i•fR E ROOF FRAMING PLAN ARTHUR C. JOHNSON /PINEWOOD GARDE': CEN CuTCHOOUE NY. RF 50X10OX16 3020 20' BAYS 1 /12 CHIEF CHECK BUILDING NG. 3 B.uuer C03446g C uwaes. j2�1L-iL Y P' 120''R Q \i> Q, 1 20•-o j 1 s -0 1 .0 0 tl YI '1M V YI l` vnvn a 3 r[sr �qt •rn v n Dirt u x rax u � [sx 1 � rQl 1 1 I I >�' I I I J ry l I I 1 1 I I I I FRONT SIDEWALL FRAMING ELEVATION COL. LINE A I I 1 1 6 1 + Q R 1r R. R pa 0 4 Zoo ;r 2R''R •r.V.1 ,_..Y., 4x isFI u YI a JAL [s. rn u n al i'-0 fsS Coo •IR S— I � 9 T'-2 1 jw J o6 �L"•p FEFFREY[E RFS REAR SIDEWALL FRAMING ELEVATIONCIRT I. j"S' LOCATED AR64E COLUMN 5114ERFR ARE 10 RE COL. :INE D I RS[ALL ED At E .1 . FRAnE FRECTIR4. Infl INTERFERE 4J In [RI cn4 51;rFF4ER MST BE XT 40:CNER IR Fly). 06A x 'F CLAITRRLTpR Tp0CTE4MIUE \ I JC :YAL t«Alrp6 nEov[axcAo opo -- — FOAM. NGEL ON ARTH.:R C. JOH-4;11_N_ /- lN::. 00D GARDEN CEN CUTCHOGUE NY. —' —_ RF 50X100X16 3020 20'BAYS 1 /12 CHIEF ORAVN Cr ECK BUI�Dl NG NO• WA IYg1Rl11. rAe� B.IA(f8Y /YI 4 , 1 • LN LII CIJ j no QIP) alv Utn [al Lrn ' r I I � 4--ID .•-loj I + I _ P e nl o e I I r--z I + n I I ® © o LEFT ENDWALL FRAMING ELEVATION COL. LINE I I i Q � Y + G:7I L11111 r: LI [ P .1 TP) I I 3 ~I Q I 1-2 L NEW, � 10' ° I s, C � 5 RIGHT ENDWALL FRAMING ELEVATION COL• LINE 6 ��� y7 �W iRwLiot 70 ocrr~caM E LN D'.J A_ '"RAMING Ei.E_VAT i ON _-/LlN= .:O D GARC=N CEN jC Tr I- E ,Y . — - - RF ':JXi0f_X16 31;20 20' SAYS 1 /;2 CHIEF DRAWN CHECK BU1LDiNG N)5 ul113Y 6.b f, ,034461 I S; n �, I i 6 PC 'CISEUI, ' I I I I I NIL _x_ I _ _ ' 1 I _1 1 I II -4 a,I FRONT SIOEWALL SHEETING ELEVATION CJS. LINE A I i I p{ KEN Sl!\�y4a P.IT E RcrFREN C.NOTES �t FOR OP.NINL 1FiO. REFER TO 4CNER:L DETAILS. �N35 Y1 F :y L, I " ; DEWALL SHEETING r-EV AT !_C.N' ( ARTHUR C. JCHdSDN ? iNEsMQD CAaJEN CEN CUTCHGOUE NY . RF 50X10OX16 31020 20- BAYS 1 /12 CHIEFODRAWN CHECK BUILDING ND• zc u "� co�aas2 S MIR INMAIrt. . I i • � I I � I I i a Pa muEU11 t — 1 E I I I I di3 u Nl � s i I L A T7 ( - I s M PEAR _SIDEwAL : HEET_ NG E _E':'AT ; GN Lr. �!NE D -- I I a era•, I It K RMRERCE NOTES I. 'OR GPEN;RG TRI". REi R •O OF-EM WAILS. `�• W 4 G At :,R1HUR C. JOHNSON /PA.- CARDEN CEN ICUTCHOOUE NY. KF 50X10OX16 3020 20' 9AYS 1 /12 =RA.W I C CK BJILDING N0. 7 CHIEF O�Efi,Ralla.R,F+. .IIP $am� m C034462 8 I M I i I � 6RM 1 1k GTI.i '^ Ik 4TAi 1 eC L IA11 GOCiA l i / ^ IKGTAL LCLN� I PC CIAI PL GTAL IC-11Fi1 JA CCi/.� I K 1 I I I 1 I 1 1 1 I 1 I I I 7}. wl Iwl I 1 I I I— _ � 3 LBi1 3 K 6 I yl �'• u •• •• W LL � 50' 0 plr/R�1 V Siff so.L oov ,lr �f s* RI GHT EkDWALL SHEETING El FVAT ION SFT ENDWALL SHEETING ELEVATION Co,. _INE 6 CO, :ISE I ii a xER`qL f, ays - ENCITIALL SHEETING ELEVATION ARTHi7R C. JOHNSON /PINEWOOD CARCEN CEN CU'D,iOOUE NY . -- RF SGXI OOXI6 3020 2O' BAYS 1 /12 _ �KAwN CIgCK BUILDING NO- CHIEF auuei P Cp34462 wn I,rlun. li� -L.-86 � EAVE STRUT PURLIN I i i • �O O HAUNCH O O • o RAFTER BEAM .0 0 PURLIN FLANGE BRACE FLANGE BRACE ' - / CONNECTION) PURLIN PURLIN PURLIN l (XBC-2) ®` (3BOLT GIRT CONNECTION -- 7" GIRTS SHOWN. GIRT CONNECTION 6 O OI �� ,^-): lr011 i SIMILAR TO PURLIN CON- �. 0ii % , B I i NECTION SHOWN) . '� 1 - , pl• Oil COLUMN FLANGE BRACE FLANGE BRACE ^] FLANGE BRACE GIRT V I-I CONNECTION DETAIL i-2 , 2-2 & 2-3 CONNECTI D IL 3-3 CONNECTION COLUMN GENERAL NOTES: (1) FIELD BEND FLANGE BRACE AS REQUIRED (4V) SEE G.D. #213 FOR CONNECTION DETAILS. \ TO MATCH HOLES IN PURLINS AND GIRTS. (S) SEE G.D. #290 FOR PANEL EDGE BASE ( 2) SEE BUILDING CROSS SECTION FOR NUMBER ANGLE DETAILS (1-1/2" x 1-1/2" CONCRETE NOTE: FIELD NOTCH BASE ANGLE AND SIZE OF BOLTS REQUIRED AT COLUMN, NOTCH IS OMITTED) . AROUND COLUMN BASE PLATE. SPLICE AND RIDGE (5) RIGID FRAME SHOWN. FOR ACTUAL FRAME (3) SEE ROOF FRAMING PLAN FOR PURLIN--LAP. TYPE AND-DIMENSIONS SEE BUILDING CROSS SECTION. \4-BASE ANGLE 4lr:. MAIN FRAME !{rf , CHIEFS} W s 44 S � �R G.D. #212 -1/2" X 1 1/4" BOLT {7) 1/2" X 1 1/4" (9) BOLTS BOLTS 1 1/4" COLUMN COLUMN COQ- BOLTS o XESTP-1 0o IF REQUIRED O O pi CTS EAVE c ( p (O o p 0 0 0 �� P L �o ( PURLIN IN STRUT 0 1. 1/4 1 1/4" BOLT 1 BO ' pry' 7 00 S EAVE STRUT EAS S T DETAIL NO. 2 D N a COLUMNN COLUDIId Clgo i QP HAUNCH 4W,,,rc,/rvTmT also STP-1 , NOTE: 010 O O RAFT R RAFTER BEAM USE EAVE STRUT CONNECTION DETAIL " ITS BEAM PURLIN NO. z AT LINES 2 TMRU (SEE DETAIL L PURLIN B) ST USF. EAVE STRUT CONNECTION DETAIL NO. AT LINES (SEE DETAIL B) DETAIL NO. 4 DETAIL NO. 5 DETAIL A GAVE STRUT TO COLUi•20 DETAIL B (EAVE STRUT CONNECTION DETAIL) DETAIL C (COUTINUOUS PURLIN CON ECtION) (2) 1/2" X 1/2" X 1 1/4" DOLTS 1/2" X 1" ROUND HEAD BOLTS 1. 1/4" BOLTS 1/2 X 1 1/4 STRUT HAUNCH ® 1/2" X 1" ROUND HEAD BOLT STRU BOLT • 1/2" X 1 1/4" HAUNCH BOLT 1/2" X 1" COLUTIIv� VE STRUT 'UNCH ROUND HEAD p ] 1 BOLTS e GIRT / B , e FLANGE FLA E BRACE (R.H • BRACEFLANGE BRACE (R.H. ) BOLTING PLATE / COLUMN o FLANGE BRACE NOTE: (1) FLANGE BRACE BE REQ'D TO'' BOLTING PLATE OLUMlN TO RAFTER BOTTOM FLANGE..` 1/2" X 11/4" I(XIBC-2) 7" GIRTS BOLTS NOTE: 2 OR 3 BOLTS MAY BE UIRED AT FLANGE BRACE NOTE: (1) FLANGE B E BE REQ D BRACE CO C EAVE STRUT FLANGE BOLT (R.H. ) TO GO TO RAFTER BOTT 7GE. YOUR JOB REQUIRES BOLTS. COLUMN NOTE' , FLANGE BRACE MAY BE REQ'D TO DETAIL G (2-2 & 2-3 FLANGE BRACE CONN. ) GO TO BOTTOM RAFTER FLANGE. PURL 14 & GIRT (INSET) CHiEF.i COANECTION ,i{DETAILS{�, DETAIL D (GIRT TO COLUMN) DETAIL E (1-17 FLANGE BRACE CONN.) DETAIL F :1-2 FLANGE BRACE CONN,) G.D. X213 V4u g.ar. —PURLIN (6 ) x 2" BOLTS SAVE STRUT PURLIN ENDWALL RAFTER ENDWALL RAFTER BEAM BEAM 0 � Q C� 0 -O O . (2) 1/2" x 1 1/4" BOLTS 0 D ° ENDWALL RAFTER SEAM CORNER POST (4) 1/2" x 1 1/4" BOLTS 1/4 .BOLTS L POST ( B)NA X 2". BOLTS ` ENDWALL POST GIRT >- i YX X 2" BOLTS ( E XBC-� G ✓ PURLIN (See Chart) �• . GIRT XBC.3 XBC-3 XBC-3� 0 0 (See Chart) O J END WALL POST' 0 ° ENDWALL RAFTER BEAM CORNER POST CHART BASE ANGLE BASE BOLTING CLIP IXGLE POST FLANGE WIDTH 2.75=XBC-32 3.5=XBC-30 3.0=XBC-31 4.00MC-33 3.75=XBC-53/54 NOTE: SEE G.D.#290 FOR PANELEDOE 12-1-79 PB WF RB, Single "C" EP, c BASE AN DETAILS (1-1/Z" x 1-1/2" REVISED Single "C" 4'p CONCRETE NOTCH IS OMITTED). 2/14/86 CH9EF Q G.D. #414 44 V 4V_,,_1/Z11 x 1-1/411130L T 4 PURLIN Q1/2" x 1-1/4" BOLT PURLINS 4 BOLT EAVE E STRUT ' ' ND WALL . B I _ RAFTER I 'BEAM P1Tn1LVATTA7TFn e • 0 0 i e (2)1/2"xl-1/4" BoltsM END CORNER POST END WALL RAFTER BEAM DETAIL A - EAVE STRUT TO ENDPlALL RAFTER BEAM DETAIL B -PURL TO ENDWALI, RAFTER BEAM DETAIL C - PURLIN TO ENDWALL RAFTER BEAM x 1-1/4" BOLT 4 GIRT GIRT " Q GIRT i • Q I I • ,r I a 0 GIRT 1/2" x 1-1/4" BOLTS xsc- 3z _ (SEE CHART) o • _"F' `-XBC-3 CHART CLIP�'I I NG POSTFLANGgj!jDTH �i XBC- _32END\YALE POST 2,75. C_32 3.5=XBC-30 CORNER POST (SEE CHART) 3.0=XBC-31 4.0=XBC-33 3.75=XSC-53/54 1/21,x1-1/4" BOLTS. 12-1-79 EGDI ions of G.D. #414 xac-3 LCg:HF.Ep 15 44 6 DETAIL D GIRT TO SINGLE "C" CORNER POST DETAIL 3 - GIRT TO "C" 3fiCTIOM POST RAFTER BEAM— CABLE WIND BRACE U / CE EYE CABLE WIND BRACI A'T� CABLE WIND BRACING AT RIDGE INTERMEDIATE P CC —HILLSIDE WASHER WASHER i !—NUT ' HILLSIDE WASHER FIELD CUT �`� II ` - MAINTAIN RIGIDITY OF BRACING COLUMN 5/$ X SLOT CABLE BY FLATTENING THREADS BACK WIND I WASHER OF NUT AFTER FINAL TIGHTNESS GIRT BRACE � I ¢ •. IS OBTAINED WITH BUILDING SQUARE AND PLUMB. NUT II EYE BOLT -G BRACE EYE NOTE: WEB WASHERS SHOWN ON THIS DRAW NG7 NAY NOT BE REQUIRED AT THESE EXACT LOCA_ TIONS ON YOUR BUILDING. SEE ERECTION I' NOTE: IF CABLES INTERSECT AT OR NEAR �PRINTS FOR ACTUAL LOCATIONS. _ CABLE WIND BRACING A GIRT, INCREASE SLOT WIDTH AS AT COLUMN REQUIRED � I - SLOT DETAIL (INSET GIRTS ONLY) t Reu i=-2f-3r Z C-.-. CABLE WIND BRACING --. AT RIGID FR,�I:dE TOP VIEW OF CABLE WIN �F A 4 6 2 BRACING AT COLUMN G.D. #50113 9/16" 11/16" H • ' �0 HOLE HOLE ! # 2 23 4 Ufa c IF N o N e o N ® o 3/8" 3/8" 1 v A A A ® 9TE HOLE HOLEPLATE 3/16" PLATE 3/16" PLATE3/16 P 3/16" PLATE 3/16" PLATE a XBC_q XBC-7 XBC-8 XBC-1 XBC-2 XBC-3 i 9 0 Oe O 4 8 49 8 y} 7 3/16" PLATE 7/32" PLATE 7/32" PLATE '7/32" PLATE 7/32" PLATE 1 XBC-9 XBC-30 XBC-31 XBC-32 XBC-33 63 6 '4 \6 O P e e B a e' .n M O h N � 0 \ N O ZV 1 F N `\`\-\CIn5\r' \2 e _ 1 ; s J/9~ @ 234 B 5/16" PLATE 7/32" PLATE 7/32" PLATE S 7/32" PLATE XXBC-45 XBC-46 BC-34 XBC-44 I {C M P \ s ski �� \ O e 4949 1�'1`` ,LV\6 F fk[f s BOLTING CLIPS XBC-1 THRU XBC-48 7/32• PLATE 7/32" PLATE CIEF' 4 XBC-48 G.D. W515 1944 6 X -47 _. �z Je e a o \0 o Bo o aB 1 m e e 0 B b 3/ 0 s 0 0 4+ 7/32" PLATE 7/32" PLATE 5/32" PLATE 7/32" PLATE 7/32" PLATE XBC-49 XBC-50 XBC-51 XBC-52 XBC-53 I � I Sal10000 z ti i { e I FF 7/32" PLATE 5/16" PLATE 7/32" PLATE 7/32" PLATE 1/4" PLATE � XBC-54XFA-2 XPW-1 XWC-15 XWC-16 i F. s r 6 b 5 ppFFq 10 i F N N N 1 " \ 5/16" PLATE yy r XESTP-1 BOLTING CLIPS (XBC-49 14 GAUGE 14 GAUGE 14 GAUGE CHIEF99 ERU XBC-53 MISC CLIPS { G.D. #5161944 6jj r_ XCCGC-2 XCCGC-3 RIDGE PURLIN ' `-RARE ANGLE i RAKE ANGLE - $ SPLICE PURLIN —�� DETAIL A c -•' '� (2) #12 x 1" SHEETING SCREWS [f (WALL COLOR) �EAVE STRUT DETAIL B ♦dam. o RIDGE LINE €` ;= RAKE ANGLE RAKE ANGLE ) (CORNER ANGLE) J W I ' I BUTT HORIZONTAL LEGS SIDEWALL GIRT AND LAP VERTICAL LEGS I (2) #12. x 1" SHnzTINC I' PURLIN . SCREWS. (WALL COLOR) i DET DETAIL C GIRT y, RAKE ANGLE RAKE F_'aGLE .� CONCRETE NOTCH (CORN-3 ANGLE) * ** 1" FOR CS ROOF BASE ANGLE 1/2" FOR LTC-20 ROOF (2)#12 x 1" SHEETING SCREWS (WALL COLOR) DET i' I * l" OR LESS FOR CS PANEL I i 1" OR MORE FOR AP PANEL M1.5. 319 32 - `W&J5 RAKE AND CORNER ANGLE (2) 412 x 1" SHEETING DET n4 nam DETAILS SCREWS (WALL COLOR) i H.0r 9=. :i 194462I G.D. 0520 NOTES: 1. PRE-DRILLING A 1/8" DIAMETER PILOT HOLE IN TOP SHEET OF SIDE LAP IS RECOMMENDED. (2) STITCH SCREWS ROOF CAP 2. PLACE SHEETING SCREWS AT EAVE THRU EAVE CLOSURE TO REDUCE ROOF SHEET DISTORTION STITCHSCREWS - AND TO HOLD CLOSURE IN PLACE. (12" C.C. ACCROSS CAPS) TAPE BLASTIC � SHEETING SCREWS SHEETING SCREWS '{ 1 (6" C.C. ) (4" C.C.) I ' �• /�� i STITCH SCREWS (18" C.C. ) ROOF SHEET ROOF — TAPE SHEET / / � �� MASTIC / RIDGE PURLIN TAPE MASTIC 5" MIN. 40 TAPE STITCH SCREWS MASTIC ROOF SHEET (12" C.C. FOR FIRST 6' FROM EAVE 5" MIN. REMAINDER AT 18" C.C. ) 3" j ROOF SHEET 5" MIN. ROOF CAP DETAIL 3" / RIDGE PURLIN / SHEETING SCREWS PURLIN 1 (6" C.C,.) TAPE MASTIC 12" 12" 12" � 3" 3 • STITCH SCREWS (SIDELAPS) ENDLAP DETAIL SHEETING SCREWS -b- ( + ROOF SHEET 12" FASTENER SPACING EAVE STRUT TAPE MASTIC USE AT INTERIOR PURLINS FOR NON U.L. ROOFS AND U.L. 30 ROOFS 4" AT EAVE TRIM 6" 6" 6" 6" -ld 6" 6" 6" 3 5/16" AT GUTTER3" 3 ' 3" 3 SHEETING DETAIL STITCH scREws AT EAVE STRUT (SIDELAPS) � I SHEETING SCREWS i + + I 1I , I I I TAPE MASTIC —` STITCH SCREWS (12" C.C. FOR FIRST 6' FROM 6" FASTENER SPACING t EAVE REMAINDER AT 18" C.C. ) USE AT EAVE STRUT, END LAPS, ALSO INTERIOR PURLINS FOR i U.L. 60 AND U.L. 90 ROOFS SHEETING SHEETING FOR ROOF CAPS SEE ABOVE DETAIL (UNDERLAPPING RIB) (OVERLAPPING RIB) ' FASTENER SPACING NAME DATE STANDARD ROOF o CH`Cr. SHEETXNG DETAILS Mp SIDE LAP DETAIL . """""` 4 G_D. #549 I STITCH SCREWS SHEETING SCREWS (12" C.C.) (18" C.C.) SHEETING • TAPE MASTIC 3Ix EAVE STRUT. SHEETING STITCHI!,I , (UNDERLAPPING RIB) ui SCREF7S, 'f SHEETING t (13" C.C. ) (OVERLAPPING RIB) Iq } SHEETING TING SCREWS (12" C.C.) GIRT SIDE LAP DETAIL SHEETING SCREWS TAPE MASTIC 3" (12" C.C.) IIDETAIL AT EAVE STRUT 3" (;, I TAPE MASTIC SHEETING SCREWS —► j_ . STITCH SCREWS GIRT (SIDELAPS) r I'' 12" lz" 12" J j�� ; I i • END LAP TAIL ILII I! "I 12" FASTENER SPACING � USE AT BASE ANGLE, INTERIOR GIRTS, END LAPS, Yi„ I EAVE STRUT, AND GABLE RAKE SHEETING Rt sxEETING FASTENER SPACING yy 2 1/2 MIN. Mj. INSIDE CLOSURE BASE ANGLE NOTES: i IN SHEETING SCREWS (12" C.C. ) rRAPiSET OR ANCHOR BOLT 1. PRE-DRILLING A 1/8" DIAMETER PILOT HOLE STITCH (SEE RECOMMENDATIONS IN TOP SHEET OF SIDE LAP IS RECOMMENDED. SCREWS"�� BELOW) (18" C.C.) ��j I BALE TRIM ;. • t- I!i ( BASE ANGLE MASTIC (NOT BY CHIEF) II� BASE DETAIL N ' } BASE ANGLE ANCHOR 5?ACING RECOIL•+1ENDATION5 ? j 1 1. 1/8" x .l" RAMSET (2'-0" C.C. ) 2. 3/16" x 1 1/4" RAMSET (3 '-0" C.C. ) SHEETING SCREWS +.'� 3. 1/4" x 2" RA14SET (4' -0" C.C.) � . 4. 3/8" DIA. ANCHOR BCLTS (4'-0" C.C.) (12" C.C. ) ` ~ NOTE: CONTRACTOR IS RESPONSIBLE FOR ANCHORING FASTENER DETAIL AT GIRT BASE ANGLE TC CCNCRETE. ANCHORING MUST NAME DATE STA H53TARD AP WALL Bs AT EACH MTkD AND SPACING AS LISTED ��'��� ' E3TIivG DETAILS AND BASE ANGLE G.D. ABOVE. "`--• -- •' IA� #551 • �d n .2 GUTTER 8 1INSIDE CLOSURE GUTTER STRAP7 311 INSI E CLOSURE 2 3/8 _r SHEETING SCREW STRAP ��� * (2) STITCH � ROOF SHEET (2) STITCH � � �� (121-C.C. ).C. ) � ROOF SHEET SCREWS ' TRIM CAP SCREWS ROOF SHEET STITCH SCREW C TRIM CAP (12"C.C.) 6' .C. ) STITCH SCREW _ _ , _ _ TAPE MASTIC EAVE (12"C.C. ) GUTTER POP RIVET STITCH SCREW SIDEWALL SHEET ' C L (12"C.C. ) (6" C.C. ) *ROOEA ER SIDEWALL SHEET $ F 0 ENDWALL SHEET NOTE : SEE DETAIL $ DIM. PITCH NOTE: SEE DETAIL I FOR I *I" FOR GUTTER STRAP 3-1 8 1 2 lfil- 2:12 GUTTER STRAP FASTENING. FASTENING. 4-1/1613,3-1/2 & 4: 12 DETAIL A (STANDARD EAVE GUTTER) DETAIL B (UNSOFFITED EAVE EXTENSION W/EAVE GUTTER DETAIL C (GABLE TRIM) 2 1/2" GABLE ROOF SHEET GABLE TRIM NOTES : SHEET�� REW STITCH SCREW TRIM EAVE GUTTER :SHEETING SCREW (1) Use 1 1/2 (1 ) (12"C.C.) m lap at splices CORNER TRIM and field cut * , i A I 5/16" lockform RNER TRIM at splices. I (2) Fasten r I splice with .12 ETING SHEETING SCREW POP nivets as CORNECORN ANGLER (12 'C.C. ) (20) POP ' GABLE RIDGE ANGLE ETING RIVETS NOTES: '. ' TRIM REW ` ' (12"C.C. ) (1) Start gable SHEETING SHEETING GABLE TRIM PLUGtrim 5 3/4" out NOTE; NOTE: SUPPORT from end of. roof sheet. ( (12)POP RIVETS Field Fu sheeting as re- �Id cut sheeting as re- GABLE CORNER TRIM (2) Start eave gutter 3" 1 j quirrT'�or' corner trim. quired for corner trim. out from endwall bldg. line T I DETAIL D (GABLE CORNER TRIM) DETAIL E G DETAIL F (CORNER TRIM CS) DETAIL G (CORNER TRIM AP) NOTES: TAPE MASTIC BETWEEN ROOF 8 1/4 ROOF SHEET (1) Use 1 1/2" lap SHEET D GUTTER STRAP NOTE: TRIM MARKED "I" fi "0" REFER TO INSIDE AND at splices. (3 SIDES) STITCH OUTSIDE PIECES AT LAP SPLICES. (2) Seal all gutter " ` ® SCREWS RECOMMENDED DRILLING 1/8" PILOT HOLES FOR splices and end caps (2) SHEETING SCREWS POP RIVETS. with gutter sealant ' I, STITCH SCREWS (By Chief) . ' (6"C.C . ) NOTE: Location of screws `✓ I \ ' .• for gutter strap to v roof sheet must be shown. GUTTER EAVE END CAP \ GUTTER GUTTER STRAP SPACIN01 GUTTER SPACING PITCH STRAP ^� ' I ' - " 1fi ess (14) POP RIVETS (15) POP ' _ 1' Greater than EAVE GUTTER _ S RIVETS 2 . 0 ,C.0 11-1/2:12 CHIEFFT U-TAIL H (EAVE GUTTER END CAP fi SPLICE) DETAIL I (GUTTER — VIM JOAN 10 1/2" COLOR i d 6 6 1/8'' g 5fB 2 2-tl� 2 OD Lo COLOR \I COLOR I1I2 6/� \IZ /B co LOCKFORM 3, _ �Y RIGHT LEFT COLOR 3�4" GABLE TRIM GABLE RIDGE TRIM GABLE CORNER TRIM GABLE TRIM PLUG , Y4 6 214 Fg ra ? 2" COLOR 2 \� \J LOCKFORM \\IZ VAR,��� LOCKFORM COLOR \ \12 COLOR 3 COLOR 3 NOTE: VARIES DO TO ROOF PITCH CHANGES GABLE INSIDE CORNER TRIM STANDARD EAVE TRIM HI-SIDE EAVE TRIM EAVE CLOSURE TRIM \\I � 3/q 4012 COLOR \'��R COLOR a I ---1 ROOF PITCH 2 a 31 k S-e -co \I6 c /q \ ✓/I� LOCKFORM 3 3/16 `G STANDAR ROOF PITCH +� COLOR 1 6�1e COLOR 31/2�� 3 3/16 LEFT RIGHT COLOR � GUTTER STRAP HI SIDE LOCKFORM --- GABLE�J)EAVE TRIM EAVE GUT-TER GUTTER ENDCAP TRIM CAP c_°"°_°E., G.T stifoo JOHN ,� 1 •`6 r i 0, .I COLOR COLOR �� rLocKFORM N � = COLOR sJ nl LOCKFORM LOCKFORM \� COLOR % EXTENDED LOCKFORM \ COLOR f STD• CORNER TRIM (CS) CORNER TRIM (AP) INSIDE CORNER TRIM (AP) JAMB TRIM SHEETING SUPPORT �I-1/4 ROOF PITCH r \ a COLOR COLOR COLOR LOCKFORM a COLOR LOCKFORM t LOCKFORM (CS) A=PURLIN DEPTH + 1 LOCKFORM CANOPY BEAM A B �6 ROOF PITCH CHART 7" 7-3/16 2.13/1 ..-LOCKFORM 8" a-3/16" 2-S16•. LOCKFORM� COLOR PITON 1:12 2:12 3+12 4:12 5 12 6=12 Ip" 10_3/1fi 2-1/4" — Aa AP ANGLE 4.76^ 9.46P 14.04° 18.43° 22.62° 26.56 JAMB TRIM (AP) COVER. TRIM GABLE EXTEINTION FLASHING GABLE EXTENSION EAVE FLASHING EAVE EXTENSION FLASHING A 0 LOCKFORM 5 �I2 CANOPY A 8 = .� BEA" A 7.127 8.125" 10.125' a , � LcoLOR 6 8" 9-3/I 2-3/4• N SILL COLOR � Ip" 11-3/I 1-3/4" COLOR COLOR LOCKFORM LOCKFORM DOOR TRIM & MANSARD TRIM JAMB SHE DE :� CORNER,EXTESSION.AND OPENING.TRNU N CHIEF@ G.D. 566 4 6 2 SPECIAL EXTENSION FLASHSRG HEADER TRIM WINDOW FLASHING NW. P:st-ai3 M1Kf 7, • r i GOLOR COLOR Q 111 LOCKFORMJ \�1{+ COLOR I Q Q (VI Y qb LOCK:ORM� WITHOUT COLOR HU�LDING WITH SHEETING SHEETING LOCKFORM BASE TRIM BRICK CAP SKYLITE TRIM LEAN-TO CLOSURE (A) .o aN COLOR r D COLOR \� COLOR g 1 LOCKFORM-, COLOR 1 LEAN-TO CLOSURE B HEIGHT CHANGE TRIM AT GABLE HEIGHT CHANGE TRIM AT LEAN-TO MANSARD CORNER TRIM (CS PANEL) L m Q LOCKFORM 1 COLOR COLOR �+ �' RISC. TRIK CHiEFEW 2 Ap G.D. 567 _�_ vv- 'RING (C' ) _ EAVE Erl-BRSION GABLE FLASHING 3-2tB3 N.KE r I1) STITCH SCREW .EAV£ GUTTER. T TOP OF BRACKET EACH SIDE _Q3.7, ROOF SHEETING ( 8 , � CS BRACKET ON Afttsm ' (3) TRIM 18" CLOSED DOWNSPOUT A \ SCREWS ai (FOR OPEN DOWNSPOUT ONLY) f + DOWNSPOUT I (6) POP NOTES: (1) STITCH SCREW RIVETS :� •� .` ( —Locate downspouts on AT TOP OF BRACKET GUR TTE major, ribs. EACH SIDE ' NOT - DOWNSPOUT a (2) Field cut hole in EL gutter and attach down- (2) TRIM SCVWS CLOSED BRACKET spout as shown. Open face TOP AND BOTTOM ELBOW 0 Jill (6' C.C.) downspout shown, closed ON EACH SIDE I�Ap�� � (Z) TRIM conection typical. PANEL , % (4) TRIM AP BRACKET .``� c ` - �• SC.^`WS ! SCREWS a `" (i .. SIDE) DOWNSPOUT ` - CLOSED I _ ° ,' � o ELBOW i DETAIL A (DOWNSPOUT CONNECTION AT GUTTER) DETIAL D (CS AND A'= IIZAChBT CONNECTIONS) ±` c CLOSED FACE •�t, DOWNSPOUT 6' 2 NOTCH a CLOSED ('! OPEN FACE . ELBOW DOWNSPOUT DOWNSPOUT / I LD NOTCH FIELD NOTCH THIS SIDE AGAINST OPEN OR CLOSED BUILDING FACE DOWNSPOUT A - 13L NOTE: P (6) POP RIVETS �-Caulk all splices. PER .SPLICE Caulking not by Chief. Pp �,= •rte, '" . DETAIL B (TYPICAL SPLICE FOR OPEN DOWNSPOUT) DETAIL E (TYPICAL SPLICE FOR CLOSED SPOUT) DETAIL G (TYPICAL ASSEMBLY FOR EAVE EXTENSIONS) NOTES: 3' CLOSED DOWNSPOUT (Notch at splices will always be in the upper member (downspout or elbow) for unobstructed OPEN FACE LINE. 3• FIELD NOTCH water flow. DOWNSPOUT ' (2) Parchment pop rivets will be sent' for all colors of downspouts. Drill 1/8" holes for pop rivets "111 and trim screws. (3 ) Closed downspouts are optional. i (6) POP RIVETS (4) Splices should be covered with a downspout I BEND PER SPLICE bracket if possible, mainly in cases typical. i to detail:'P. (2) PO (5) For complete water tightness caulk all field RIVETS joints and seams of elbows. (Contractors desc:) :- (EA. SIDE) e. (1FSlbow is formed out SRN; ?AS. 5/2.W CHIEF DOWNSPOUTS of a section of open CLOSED Till face downspout. ELBOW V: CM"�� � {2) Cut out shaded area may: 94462 shown above. G.D. $568 DETAIL C (OPEN FACE ELBOW--FIELD FORMED=-) DETAIL F (CLOSED FACE ELBOW CONNECTION) ` OVERHEAD +' JAMB TRIM * SHEETING DOOR SUPPORT FLAT SHEET SHEETYNG TRACK j �'�STITCH SCREW (12"C.C. 1/2"xl-1/4" BOLTS—gig (_' POP RIVET ? • (OPTIONAL)� � � �� ' - ` LINER PANEL .., e (OPTIONAL) � i DOOR TRIM f (OPTIONAL) ! ( POP RIVET ygpDER�1 { ` 7 � 1 (36"C.C. ) j MAJOR 1 RIBS RIB 1 HEADER TRIM I HEADER- hF 1 1 ' , .G 21 � SHEETING AMB - Ye x /-% SCREW _ j --J X803—J I BOLrs (12" C.C. ) GIRT JAMB TRIM SHEETING SUPPORT Jam. • SHEETING SCREW DOOR TRIMJAMB TRIM STITCH SCREW (12" C.CO (OPTIONAL) DETAIL A (JAMB TO HEADER CONNECTION) NOTE: DRILL 1/8" DIA. HOLE FOR POB RIM4. — LINER PANEL iy (OPTIONAL) %2"xl-1/4" BOLTS__4 JAMB TRIMDETAIL D (JAMB TRIM AT JAMBS)FLAT SHEETING lilt � SHEETING (OPTIONAL) { 1 , r� ' BASE ANGLE INSIDE NOTES, CLOSURE .,HEADER.; (1) Field cut base angle .at 'door opening• �- _(2),Install framing as shown 'in Details A, GIRT - r�LHEADER SHEETING SCREW . B & C. -SOLr5 TRIM ! ! (3) Field cut trim to proper lengths as. XBG9 f72" C.C.) follows: JAMB �— (a) Jamb trim and sheeting support at ! - --------J DOOR TRIM jambs(outside)=nominal opening height • - T Ls, SCREW (OPTIONAL) + depth of concrete notch + 1/8". {12"C.SC - (b) Header trim at header(outside)= + nominal opening width + 8 1/20. DETAIL B (GIRT TO JAMB CONNECTION) DETAIL E (HEADER TRIM DETAIL)• (c) Jamb trim and sheeting support at - jambs(inside)=nominal opening height HEADER TRIM + 16" minimum. _ -= '� HEADER SHEETING F SLAT IN (d) Jamb trim at header(inside)not req'd. JAMB . SHEETING FOR EXTEND (e) See G.D. 577 for liner panel and trin SION OF TRIM. above overhead door. (4) Attach jamb trim to jambs(inside) with [ j pop rivets at 7•-0"C.C. as shown in Detail D. (5) Field cut sheeting and liner panel and ( JAMB TRIt[ attach sheeting, liner panel, sheeting, r r support and remainder of trim as shown'.• in Detail D & E. Slot -sheeting and line XBC3 C L /a.-C, • panel for extension of header trim as ggsF Q 1604r - shown in Detail F.as •required,see (3)(d) ANGLE DETAIL F (TRIM DETAIL AT CORNER) (OUTSIDE) *If jamb trim is installed before door ' ! .+ hardware, use 5" dimension for clearance r If jamb trim is installed after door . ° / " DIA. ANCHOR (+.i S 3-L�-b.j _ s� O.H. DOOR DETAILS. ] � BOLTS(;:OT BY CHIEF) (AP PANEL) } hardware, install jamb trim as close as i . C['�lEC A {� i possible to door hardware and still ' ""'""` " G.D. 0601 44 6 i( • ' insure clearance. DETAIL C (JAMB AT BASE CM.-NECTION) ---"'- f FIELD DRILL (2) 1/2" X 1 1/4" BOLTS DOOR OPENING 10" TO MAJOR RIB 9/16" DIA. HOLES , LINER PANEL SHEETING IN GIRT (HEADER) JAMH TRIM GIRT 3/4" (OPTIONAL) i GIRT (HEADER) SHEETING SUPPORT i ( POP RIVET (HEADER) (7'-0"C.C.) STITCH SCREW ' GIRT (JAMB) (12" C.C.) j $ DOOR FRAME SHEETING SCREWS' HEADER 1 1/2" TRIM SHEETING SCREW. C SHEETING GIRT JAMB TRIM i (12" C.C.;) (JAMB) DOOR FRAME (1(2"WC.C.) 1 LINER PANEL BI SHE$TING (OPTIONAL) GIRT (JAMB) DOOR FRAME JAMB TRIM - SHEETING SUPPORT 1 8" JAB DETAIL A (JAMB TO HEADER CONNECTION) STITCH SCREW (120C.C_) TRIM GIRT] NOTE: DRILL 1/8" DIA. HOLE FOS SHEETING DOOR 'FRAME POP RIVETS. iSCREWS DETAIL b (JAMB TRIM AT JAMB) NOTBS. STITCH SCREW (1) Field cut base girt at door opening. DOOR OPENING 4" �+ (12" C.C.) �4 (2) Install framed opening as shown in Details A LINER PANEL JAMB TRIM 1 (OPTIONAL) & B. GIRT (JAMB) t (3) Install door frame as shown in Details B & D. (4) Field cut jamb trim to proper length as SHEETING SUPPORT follows: POP RIVET(79-0"C.C.) SHEETING SCREWS (a) Jamb trim and sheeting support(outside)= nominal door height + depth of concrete ? GIRT. (JAMB) notch + 1/811. DOOR FRAME (b) Jamb trim and sheeting support(inside Int nominal door height + 1/8". (c) Header trim at header ( outside)mnominal 1/211 DIA. ANCHOR BOLTS SHEETING SCREW- door width + 8 1/2". (NOT BY CHIEF) SHEETING 1 3/ (1211 C.C. ) (d) Jamb trim at header=nominal door width + BASE AN SCREW- 6". (12" C.C. ) 1 (5) Attach jamb trim to door frame and/or girt SHEETING (jamb) (inside) with pop rivets as shown in R Details D & E. DETAIL B (JAMB AT BASE CONNECTION) (6) Field cut sheeting and liner panel and attach JAM TRIM -- sheeting, liner panel, sheetin suppppoort and LINER SHEETING SUPPORT remainder of_t;j,IL as• shGwjL-iM SHEETING PANEL 1/811 A— STITCH SCREW (120C.C.) Provide horizontal slot in sheeting and liner INSIDE (OPTIONAL) panel for extension of trim at header as CLOSURE SHEETING - SCREW shown in Detail F. . GIRT (HEADER) 4 1/4"CHORIZONTAL (12" C.C. ) JAMB TRIM NOTE: DRILL VETS DIA. HOLE FOR . ---61 POP RIVETS. SHEETING HEADER TRIM DETAIL E (JAMB TRIM AT JAMB) _ FOR EXTEN- _ DOOR FRAME SLS rly- - SION OF TRIM \ WALK DOOR DETAILS ER TRIM DOOR FRAME 1 AMB TRIM (AP PANEL) GIRT (JAMB G.D. #6031344-62 DETAIL F (TRIM DETAIL AT CORNER) (OUTSIDE) DETAIL C (BASS AND JAMB TRIM AT HEADER) _ LILQSA— FIELD DRILL (2) - 1 1/2" X 1 1/4" BOLTS (OPTIONAL) `. HEADER TRIM 9/16" DIA. HOLES F! SHEETING IN GIRT (HEADER) INSIDE or HEADER TRIM i CLOSURE HEFTING SCREW GIRT (12" C.C. ) (SEALER) �' I GIRT (HEADER) JAMB TRIM !` SPKUAL ! 1 CHIEF WINDOW GIRT i �;• i SKYLITE RIVET 'q f QOI JAMS) CHIEF WINDOW N r ' I GIRT (JAMB) Q Q � � N •may CHIEF ! ; JAMB TRIM � DETAIL A (JAMB TO HEADER CONNECTIONS WINDOW i �I �. Zk FIELD DRILL (2) ry 9/16" DIA. HOLES BASE —SHEETING IN GIRT ( 1 I� ANGLE I i GIRT •(JAMB) - GIRT -6PEUAL- �•S ; q I. (SILL) CHIEF WINDOW LINER PANEL " BASE ANGLE JAMB TRIM (OPTIONAL) 1/2 x �— SHEET7C.C. ) JAMB 1 1/4" BOLTS INSIDE (12TRIM (1) Field cut base angle at door opening. BASE ANGLE .o CLOSURE (2) Install window framing as shown in Details 7 ! �, GIRT A & B. Space jambs as shown in Detail C. SHEETING LINTER (SILL) (3) Attach windows to jambs with (4) skylite (OPTIONAL) rivets per jamb as shown in Detail C. 1/2" DIA. ANCHOR BOLTS 4) Field cut trim to proper lengths as follows: (NOT BY CHIEF) { (a) Window trim and sheeting support at jambs(outside)=nominal opening height+l': DETAIL D (WINDOW CONNECTION AT HEADER & SILL) (b) Jamb trim and sheeting support at jambsLINER DETAIL B (JAMB AT BASE CONNECTION) (inside)=nominal opening height + 1". WINDOW 11 7/8" TO STITCH SCREW— (OPTIONAL) HEADER TRIM HORIZONTAL SLOT IN (c) Header trim at header(outside)=nominal OPENING-' AJ RIB (12"C.C.) I SHEETING FOR EXTEN+• opening width + 8 1/2 -SHEETING SIGN OF TRIM (d) Jamb trim at header(inside)=nominal JAMB TRIM SUPPORT opening width + 2". POP RIVET JAMB TRIM (e) Jamb trim at sill(inside and outside)= JAMB 211/y 2020 WINDOW 5 7/8" nominal opening width. 1 OPENIN WINDOW OPENING GIRT (JAMB) . (5) Attach jamb trim to jambs(inside) , with pop `)`L �y /aONO� rivets top and bottom as shown in Detail C. (\I,IIN(�OW Cf'E�.lIn1C-� SHORT LEG ON \ /1 8" 2 1 4" JAMB TRIM (6) Place tape mastic along sides of window as 1/8" 2 1/4" SHEETIN shown in Detail C. TAPE SKYLITE RIVET SCREW :7) Field cut sheeting and liner panel and MASTIC (12" C.C. ) (12" C. :. ) attach sheeting, liner panel, sheeting sup- Fort and remainder of trim as shown in SHEETING _ JAMS TRIM Details C & D. Provide horizontal slot in SUPPORT sheeting and liner panel for extension of SHEETING SCREW \� __ -- _ DETAIL E (TRIM DETAIL AT CORNERS) (OUTSIDE) trim as shown in Detail E. • (12"C.C.) SHEETING JAMB TRIM STITCH SCREW CHIEF WINDOW (12• C.C.) MR.S S14SL 5t .1S WINDOW DETAIL WITH NOTE: DRILL 1/B" DIA. HOLE FOR DW RIVETS (AP PANEL) CHIEF 344 62 DETAIL C (WINDOW CCNNE CTION AT JAMB) i G.D. A605 9� SHEETING SCREW (3" C.C. at endlaps SHEETING and intermediate } ; purlins. ) - i O4� 5S' OOF SHEETING GIRT i° 7ITETE TAPE MASTIC SHEETING] SCREW PURLIN d ' IRT SMITE 1 ROOF SHEETING f SHEETING PURLIN JCI0:1PFSAVE STRUT J NOTE: FIELD CUT ROOF TAPE MASTIC SHEETS FOR SKYLITES (FOR ENDLAP) S DELITEIN WArr ITE TAPE MASTIC - RV-6604-6-3W' RIVETS d PURLIN SKYLITE (12" c.c.) SKYLSTS I+ SKYLITE Iii ROOF - ' ETING SCREW ' ( C.C. ) I SMITE TO SKYLZTE S DELADET L GIRT TAPE MASTIC STITCH SCREW I (120C.C.) ° STING TAPE MASTIC ' STITCH SCREW (12"c.c.) B SKYLITE SIDSLITE AT EAVE_ SMITE SHEETING f SHEETING ELF-DRILLING SCREW SKYLITE SIDELAP S CAT PURLIN ONLY) DETAIL WITHOUT INSULATION TR '111pTE: PRE-DRILLING A 1/8" DIA, PILOT HOLE - �+ INSULATION , IN TOP SHEET OF SIDELAP, IS RECOMMENDED, SMITE SIDELAP DETAIL WI SIM _ JCA 3�'� /SCR6�1j SKYLITE DETJIIL - CHIEF CS PANEL — — — ------ -- _ Y - �, — -- _ _ _ . I l - . - ' ! -- - .- - - _ - - . _ _ - _ - - . - , - - _ . . - _ - - - _ - — y A=S--� `etnLT I�LAff- r -S7"AR K/E - - ,i - ' S C /'` c 'f = � — - - _ �71]��04E._ 54482 TTS - ` - .-, _ - - - - 'x - _ - - - Ct 1OGV I _ —. - TOW7 ( OF VYMOi R -N. - , T - . _Y I. - ZZ /000 =S�cTa�d96 8 �3 L 3 3 I `- — 'I3V _ s z0 Q4d1VE1�S ADD7e�$$ - . c� •: - JJ.i s.AS56UArES ' - - Ro. Box 91 -0=7LIAY ��'4AZZ - ' ... - - - CUTCHOGU E Ny 1935 ILL - . 31t.734-694��E1Z_- 7IS 63=06!F - - _ I a ` V` . i NOTE /. 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T1 " ` Ee h3�u .IE6 f ._ ILi M�Sh1 A FDI,: C1N' HiS MAP _-N'%LY f Y - - - �I:t- E ST,=_' [ f .-1 F--I -C2..I-�..r.Ut'f["� ,--- - I T .L .� .:I_ :I. _ vE ArZ ,-Mg_PJT,JF '�HEAlc7Ima I - n l 4 - I` f I r i t I - I I - TEST _HOLE - i'_L ;;J 4 - APJP SU' ---- tr--- - _ i / iq�k: +; IA eFLt�e5E i- ,� i _ - r �_"' i II' eabw{a , I �P_cr_-.t�,P:?i,T - E�18'W NQt�,fs° - r to - . r--u' " LCAMV SAND, -- - - r. � 6 z` - I i^ _ - w ��' i _ S `4E F==ESS l.1c',i Ci-" WAY SHALL BE MA.FiQ- IAJE:, i x � 'I ',' i `;--i 'rr 'r+'I �J'.:C.,T'G%.;�! F.. MINIMUM `NipTH 'op 18FEE'" a ' y' }, 'W I?F;;Lil`OB''': APPROVED AS NOTED DATE: l268, &P.9 6 - FEE: � BY:aVIZ NOTIFY 13UILDING OEPARTMENT AT 765-1802 6 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFUL FOR THE LONG RUN DNDEI"fTFRSCERTlFICAiEj REQUIRED DESIGN LOADING El ING INDEX BUILDING SPECIFICATIONS BUILDERS RESPONSIBILITIES ` THIS STRUCTURE 1S DESIGNED UTILIZING THE LOADSCOVER SHEET THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND,DETAILED FOR THE LOADS THE BUILDER MUST SECURE ALL REQUIhED APPROVALS AND PERMITS FROM THE APPROPRIATE INDICATE➢ AND APPLIED qS REQUIR EO BV; AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY AGENCY AS REQUIRED. 1990 MBMA ROOF FRAMING PLAN ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST HE DONE uNOER THE ADVICE RPPROVAL OF HERITAGE BUILDING SYSTEMS DRAWINGS AND CALCULgIIIDNS INDICATE ATE THAT HERITAGE HAS SIDEWALL ELEVATIONS OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. HERITAGE BUILDING SYSTEMS CORRECTLY INTERPRETED AND APPLIEDTHE REQUIREMENTS OF THE CONTRACT DRAWINGS AND THE BUILDER IS TO CONFIRM THAT THESE LOADS WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATE➢. SPECIFICATIONS. (SECT. 4.2.1 AISC CLIC OF STANDARD PRACTICE, 91th EDITION) COMPLY WITH THE REQUIREMENTS OF THE LOCAL E2 ENDWALL ELEVATIONS BUILDING DEPARTMENT. THIS HERITAGE METAL BUILDING O DESIGNED USING E FOL RD DESIGN PRACTICES BASED ON WHERE DISCREPANCIES EXIST AL ST ENTRE HERITAGE STRUCTURAL T 3.3 PLANS AIJ➢ THE PLANS FOR NTA MEZZANINE LAYOUT PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. OTHER TRADES, THE STRUCTURAL STEE',PLANS WILL GOVERN. (SECi. 3.3 AISC CODE OF SPECIFIC LOADS. (SEE STRUCTURAL CALCULATIONS STANDARD PRACTICE, 9th EDITION) AND FOUNDATION REACTIONS) E3 CROSS SECTIONS AMERICAN INSTITUTE OF STEEL CONSTRUE TIONS 'SPECIFICATION FOR THE DESIGN, DESIGN CONSIDERATIONS OF ANY MATEDALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY E4 FLASHING LAYOUT FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', 9th EDITION. HERITAGE ARE THE RESPONSIBILITY OFTHE BUILDER AND ENGINEERS OTHER THAN HERITAGE 30 PSF ROOF ENGINEERING UNLESS SPECIFICALLY INOCATED. GENERAL DETAILS LIVE LOAD E4-El AMERICAN IRON AND STEEL INSTITUTES 'SPECIFICATION FOR THE DESIGN OF COLD WITH HERITAGE CONSTRUCTION ORAWINVS. 30 PST GROUND SNOW LOAD FORMED STRUCTURAL MEMBERS', 1980. THE BUILDER IS RESPONSIBLE FOR INS. CTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE AMERICAN WELDING SOCIETY 'STRUCTURAL WELDING CODE' AWS DLI-88, SECTS, PART B. 90 WIND SPEED (MPH) ANCHOR BOLT PLAN TEMPORARY SUPPORTS, SUCH AS TEMPOMRY GUYS, BRACES, FALSEWORK OR OTHER ELEMENTS REQUIREIl BO PSF COLLATERAL LOAD MATERIAL PROPERTIES OF STEEL PLATE AND SHEET STEEL USED IN THE FABRICATION OF FOR ERECTION WILL BE DETERMINED, FURNISHED, AND INSTALLED BY THE BUILDER. (SECT 7,9.1 PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD AISC CODE OF STANDARD PRACTICE, 9tl EDITION) 1 SEISMIC ZONE FORMED SECTIONS) CONFORM TO ASTM A-36 MODIFIED WITH A MINIMUM YIELD OF 50,000 PSL OR A-570 OR A-572 GRADE 50. IT IS THE BUILDERS RESPONSIBILITY D APPLY AND OBSERVE ALL PERTINENT SAFETY RULES MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE AND REGULATIONS, AND PER OSHA STAMARDS AS APPLICABLE. REQUIREMENTS OF ASTM-570, WITH A MINIMUM YIELD OF 55,000 PSI. THE BUILDER IS RESPONSIBLE FOR THEVERIFICATION EF ALL SHIPMENTS RECEIVED, AND MUST INVENTORY THESE DRAWINGS ARE FOR. BUILDING AT TIME OF DELIVERY, HIGH STRENGTH BOLTS AND THEIR INSTALLATION SHALL CONFORM TO ASTM SPECIFICATIONS A-325 AND ARE DESIGNED AS BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE 0 CONSTRUCTION SHEAR PLANE. TIGHTENING OF THESE BOLTS IS RECOMMENDED BY THE TURN-OF-NUT METHOD, SOME OF THE DETAILS AND SECTIONS PER 'AISC SPECIFICATIONS FOR STRUCTURAL JOINTS', NOT FOR CONSTRUCTION SHOWN ON THESE PAGES ARE USED FOR . ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP COAT OF MORE THAN ONE BUILDING CONDITION, PERMITS ONLY INHIBITIVE PRIMER UNLESS STATED OTHERWISE IN THE CONTRACT, PLEASE REFER TO THE GENERPL BUILDING CONDITION'S- , LISTED MAN i 2 1996 APPROVAL �` SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE BELOW, FOR INFORMATION ABOUT YOUR 'CONTRACTOR UNLESS STIPULATED OTHERWISE. BUILDING. OTHER 'GENERAL BUILDING CONDITIWS' /( f��� A N APPROVAL ORDERS MUST BE RELEASED THIS BUILDING USES A BY-PASS GIRT SYSTEM, `Y��yc )`�' 9 iy Aj ��Y y EOR EABRICAI IDN WITHIN 30 CALENDAR 1�O I'! DAYS AFTER SUBMITTAL DRAWINGS ARE 4' ISSUED OR THE ORDER WILL BE SUBJECT ❑ Q I, g+ TO ANY CURRENT PRICE INCREASE THIS BUILDING USES AN INSET GIRT SYSTEM. /[y I c 2 ❑ THIS BUILDING DOES NOT HAVEANY GIRTS ® p00FESS10NP / THIS BUILDING DOES NOT HA VE WAINSCOT PANELS THIS BUILDING HAS WAINSCOT PANELS. �� HERITAGE j oaxx P.O. Boz!70 FOR QUESTIONS` OR ASSISTANCE KGM 1191gb NorN OHIO Book, AR 72115 31349 CONCERNING ERECTION OF HERITAGE cnecxLo MR BUB,DING BY xoo-a0-ssas o BUILDINGS, CALL. M C 1 3I9b CUSIDMERi SHIP TO. PINEWOOD PERIOD GARDENS JOB 11 NYC-7052 TERRI COLLIER, 800-643-5555 a1E STERLING LANE )w7A 1.4.9(J CUTCHOGUE, NY 11935 scuE ATTN, SANDY FREEHAND sxm BUILDING; E1 a 7 I I�'11�; ' I I I,, � I I •I � ' I ry l' I li, 1' I i, � � : 1 ' M1 II i I I 2 ov slnE SCHEDULE OF ACCESSORIES 3 L q PLAICE DRL LI PURLIN LAPS 2-6 U N ❑ NR, REDD xmx nm[ TYp. 'A COL LINE DESCRIPTION NOTES LOCATION Vi�mm '- BLDG % I1- 0 ROOF iROPENIN S ' PANELS (WHIT) 1 ea { 3y,; 'Y e✓Vrt 1 � .�9CI!T✓� _ AY 'IEa +' (]I, �'' " FURI ANY MODIFICATIONS SYSTEMS 4 NET RESPONSIBLE 2 FRAMED OPENINGS 'RELOCATED) A FUR ANY MORUCTURE A MARE fp THE y EXISTING STRUCTURE A STRUCTURAL ENGINEER SHOULD ANALYZE THE EXIST. ��'c BLDG TO INSURE ITS STRUCTURAL u 3 0 p INTEGRITY. SEE ASSEMBLY DETAIL DRAWINGS FOR DETAILS OF FIELD LOCATED OPENINGS NOTE. m - -'-, HERITAGE BL➢G. SYSTEMS IS NOT RESPONSIBLE THIS BUILDING HAS A SEALED CAVE WITH NO GUTTER. ROOF SHEET SIDELAPS ARE TO BE SEALEE. te.. I -f f5IU ' 1 �timJin FOR THE STRUCTURAL INTEGRITY OF THE USE THE STANDARD WALL PROCEDURES TO ERECT THE SIDEWALL AND ENOWALL PANELS RELOCATED WALL SHEETSDB - lvriJNl'Ia' Gf jlp�Y6iv-r< L L-J n 19-0 20-0 20-0 20-0 19-p a 1-0 e 3 1 NEVr� rA AeL PwRIY1�Ns _ yLY �EIoL„Er R E ERA IMG PLAN � RP �11 EXTSTING BUILDING W aq .guar .g X� G439P T : Ld p P°PPoaRCW6 P, V6x9 WIV VlOxP2 h OPEN X FUR TIE-IN ELEVATION NO. 3 1-0 19-v zo-o 20-e zo-v 19-v o AT COL. LINE 1 5 � 14 �� < �� a�,; yam' � '�iY!� Ez�, 1Loo E_10 MVR PANELS (CALM) 66-1 ELEVATION NOiRPNS"HEL. 1 AT COL. LINE A P L YWIa G =6 /q ] FARMED OPENING HEADER IS RELOCATEDED'1 FRAMOPENING HEADER IS RELOCATED OPEN FOR ;r H �°�,r ��yr N v /X ACCESS 1 .. P, "t Sp�y,,71 Hlili6,,... �>d '.=W., u an. A- T `,�31 G 0 Ed TYPO '. N Yt RS.I!f �a CTYPP ""A / W �r -CL255 AT EACH CAME Y' S, W=28 V6X9 m ( STRUT TO EAVE STRUT <}�E �J 033254 1 71— �� CONNECTION V - (aO� 9�l SI/ t o Id-A .1-o zoo xv-0 E-0 12-0 19-A I-0 s 4 '° ELEVATION NO 4 a � '` AT COL, LINE 6 Y y GIRT LAPS 1-0 U.N.O. ELEVATION NO ( 2 AT f FI I INE B DRAWN DATE JOB Ne. N.o M. 1-3-96 HERITAGE Por Box "° North Littie Rack, AR 72115 31349 CHECKED DATE BUILDING SYSTEMS �.- mc I-39b a00-6°o-Ga3-555-sss5 APPROVED DATE NSTOMERi SHIN TO, dw✓1 I-9.100 STERLRO LANEN. GARDENS JOB N NYC-7052 SCALE CUTCHOGUE, NY 11935 ATER. SANDY FRIEMANN v. NO 6nEET No. Da2500 SIZE at EE OF I i 4-41i b % 0.25 $-016 $-814 025 2 % 0.125 ❑F. 6 X 025 5 X Od78 WEB 00 F 12.00 IF. BIBIr BB �i J C RIA C e N a a � N N � N 0 d d A B VERTICAL CLEARANCE AT LEFT HAUNCH = 12-4 ii 1. 4d 3 4: 62 HORIZONTAL CLEARANCE HAUNCH TOAL CLEARANCE AT RIGHT UHAUNCH NCH 13-1011�8 15 T1S Y. UJ/g 21-0 OUT/OUT STEEL _ FQo��3"-J1�y, b b A�fE351,,l. CROSS SECTION AT FRAME LINES 2-4 FENFRAt NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO LOAD CONDITIONS VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR, DRAWN DATE Pp BOX 470 JD➢ ND. KOM 1-3-96 HERITAGE North Little Rack. AR 72115 31349 T TABLE CHECKED DATE BUILDING SYSTEMS 800-643-5555 PLATE SIZE TABLE SPLICE BOL CONN. LOW SIDE HIGH SIDE SPLICE RTY SIZE TYPE M C, Ig.9b CUSTOMERL SHIP TO- APPROVED DATE PINEWOUD PEREN. GARDENS JOB II NYC-7052 A e X B' X 8' N/A JW111 1-9-9u STERLING LANE B e X 6• % 1-Se e % 6' % 1-Se B e % 2" P325 BSN SCALE CUTCHO6UE, NY 11935 Ev. NO SHEET x0, L1-Se e X b- X 1-Se A325 B&N 0.6825 ATTW SANDY FRIEMANN E3 DF-7 0 e X 8' % B' N/A ip , I r I 1 , HT LOW SIDEWALL FLASHING INSTALLATION CONSTRUCTION DETAILS- HERITAGE TRIM HT4 RAKE TRIMRAKE TRIM—ATION OUTSIDE CLOSURE DETAIL RIBBED ROOF PANELS CLOSURE CONSTRUCTION DETAILS- HE RITgGE TRIM P T47 (RIBBED ROOF) PANEL FASTENERS STRIP .?¢ RIDGED ROOF PANELS STITCH FASTENER INTO EA VE STRUT STITCH FASTENERS INTO (6. ON CENTER) GABLE ANGLE ' \ RIB OF ROOF PANEL SEAL ENDEAR WITH LASHING TUBE CAULKING AND 3/16' % 3/4' MASTIC (13) BLIND RIVETS ROOF PANELS (CONTINUOUS) (TF75/14-76) EAVE STRUT o O CLOSURE RETAINE SEAL ENDLAPS WITH J SELF-DRILLER 3/16' X 3/4' MASTIC I/Ib' % 1/2' TAPE (2 PER RETAINER) (9' LONG) MASTIC AND O) SPEVALL FLASHING BLIND RIVETS GABLE CLOSURE <HETJ _nSURE ' O SIIOEWA L FLASHING ENpI Ao % 3/16' 3/4• MASTIC MINOR RIB ENDWALL PANELS 3/16' X04 ¢= ROOF PANELS 0004)SECONDARY STRUCTURAL SIDEWALL PANELS BLDG LINE M Q-Q�O RAKE TRIM p MEMBER RAKE TRIM RIBBED ROOF �q� RAKE TRIM END PLATE -..�— 1 1/4' PANELS O PEAK D i IL- RAK RAKE TRIM CLOSURE RETAINER RAKE TRIM p ' TF75, B TF76 0Jv w4`" LOW CAVE DETAIL (NO GUTTER) SEAL EN➢LAPS WITH p� BSERT RAKE TRIM TUBE CAULKING AND 3/16' K 3/4' MASTIC, 9• LONG V� OD PLATE (HE5) 13 (TYPICAL) CLOSURE STRIP AND BTU VOID AT END D RAKE TRIM. RARE TRIM ENDLAP 6• PANEL FASTENER ROOF PANEL ASTER WITH <11) STITCH 1/4' % 3/16' TAPE MASTIC ON CLOSURE OVERHANG RIND RIVETS SIDEWALL (LASHING FgSTENERS WEATHER SIDE OF FASTENERS STRIP - - -R _ _ _ _ 1'-3' p.C. ' � �RIBBED ROOF PANELS � WALL PANELS RAKE TRIM RIBBED ROOF PANEL (HE3) � SIDEWALL FLASHING fS02) RAKE TRIM END P ATE ET 1_ __ _________________________________i 3/16' % 3/4' MASTIC WALL PANEL FASTENER STITCH FASTENERS 2 3'-0O.C. ` GgBLE ANGLE ) PURLIN (CONTINUOUS) LOCATE ON SIBELAP RIB P \`WALL PANELSWALL PANEL FASTENERS OUTSD,E CLOSUREROOF PANELS J STRIP (OPTIONAL) STITCH FASTENERS OUTSIDE CLOSURE STRIP ( ERVE STRUT SECTIN B-B P 3'-0' O.C.- LOCATE WALL PANEL (LOW EAVEV/p GUTTER) ON SIDELAP RIB OF WALL PANELS ENDWALL PANELS SECTION D-D (RAKE TRIM AT ENDWALLS) H�SYgR BASE DETAIL Erpys '- A T2 (MAY OR MAY NOT HAVE A PANEL NOTCH) CLOSURE W/ OPEN FOR ACCESS 3/16 % 3/4 tt r MASTIC uC' .r (IF REQUIRED) I BASE ANGLE ' Kr • WALL PANEL OR CHANNEL `\\ `-WAINSCOT PANEL (IF REQUIRED) SELF-DRILLERS SELF_DRILLERS .. (2 PER FOOT) (1 PER FOOD (1 PER FOOT MSP) .MASONRY '=" / [6R/'- •(5.��1� - T. ANCHOR :Av 3lT6 R \� CENTER) rr (BY ERECTOR) „ r w L5 77``M1M1 �� W s,F 03225 oO9OFESSIONPS' FLASHING LAYOUT DRAWN GATE l^+ KRM 1-]-95 HERITAGE •P�Uttt� J86 CHECKED DATE BUILDING SYSTEMS Nk AR 72!15 31349MG 1-3.% B APPRpvEO GATE CUSTOMER; SHIP I. PINEWOOD PEREN, GARDENS JOB A NYC-7052 AMA I�9"9(0 STERLING LANE SCALE CUTCHOGUE, NY 11935 D12600 ATT., SANDY FRIEMANN EW. rvo SHEET x0 SIZE 21u100u19 E4 OF7 ( li II 1��j I h. 1 RIBBED ROOF PANEL INSTALLATION T4 TRANSLUCENT PANEL ROOF INSTALLATION PTI (RIBBED ROOF:) 0' COVERAGE FASTENERS g PREVAILING WIND (3 PER FOOL) MASTIC TO EXTENDti PANEL 1'-0-� x 3/16' H 3/4' STITCH FASTENERS 6' ABOVE TRANSLUCEN2P) X SIDELAP MASTIC `� (SEE NOTE 3) PANEL SIDELAP BELOW EAVE TIE-IN w NOTES CENT PANEL PT19 (RIBBED ROOF) r 3/16' X 1/4' LI v2' @ MAP SIDELAP MASTIC EXISTING ROOF PANEL 13/16' @ MVR M /MVR @ MVR NOTE' ERECTOR 4ID PURLIN P NE PROFITF F ' IMP' EN➢ NOTE i SHEET NOTE. INSULATION NOT I. EAVE FASTENERS SHOWN FOR CLARITY A. NON SEALED EAVE - 2 PER FOOT B. SEALED EAVE - 3 PER FOOT SHING 6• B INTERMEDIATE FASTENERS w X) x 3/16' X 3/4' SIDELAP MASTIC Q I A. ONE PER FOOT PT47 FOR Q ] STITCH FASTENERS STALLATION ROOF PANELS ' X 3/4' A. SEALED SIDELAP - IS' ON CENTER - — FASTENERSTIC EXISTING PLUS ONE ADDITIONAL AT (3 PER FOOT) EAVE STRUT FOUR WAY LAP B. UNSEALED EAVE - 15' ON CENTER 2 I/2' UP AI - 0' FROM EAVE 2 1/2' x 3/16' X 114- REMAINDER 1NlJ _ REMAINDCR OF ROOF 30' SIDELAP MASTIC ON CENTER. AT MVR PANEL 3 1/2' BUILDING ]I IT� 'FI T'N(� 4. SIDELAP MASTIC - SEE BUILDING '�T 3/16' X 3/4' D V 1 D I U j ERECTION PRINTS FOR USAGE. _ MASTIC STITCH FASTENERS SEL (ONE AT EACH PURLIN III 5. EAVE CLOSURE (SEE BUILDING AND TWO BETWEEN) ERECTION PRINTS FOR SEALING IN PURLIN 1 CONDITIONS), I w 3/16' X 3/4' A. SEALED EAVE - TOP, BOTTOM, L ` SIDELAP MASTIC — TRANSLUCENT PANEL GABLE ANGLE o o a° 11/4' AND END JOINTS SEALED. \X_II ��/ ` p SELF-DRILLERS WITH 3/32' X 1 1/2' MASTIC. N E W EAVE FASTENERS B. NON SEALED EAVE - NO SECTION AT PNP ENDLAP ---------- (3 _ __ _ _ ENDEAR FASTENERS <SEE NOTE U MASTIC REQUIRED, BUILDING l ITI n T N r (3 PER FOOD 1 1/4' SELF-DRILLERS S'' 6. PEAK WITH RIDGE ROLL OR INSULA FION TRANSLUCENT PANEL B V 1 L DI V 3/16' X 3/4' ENDEAR MASTIC (OPTIDNAU DAVE TRIM EXPANSIONFLASHING (SL2P) A. 3/16'' X X 3/4'/4' MASTIC TOP INTERMEDIATE FASTENERS (SEE NOTE 2) WALL PANEL AND BOTTOM OF CLOSURE. EAVE CLOSURE SECTIDN AT ED P (SEE NATE) PT4 3' 0' COVERAGE RIBBED WALL SHEETING ROOF PANEL LAP - 3' - 0' COVERAGE P 3 11/4• SELF-DRILLERS CORNER TRIM DETAIL 1•_B' 1'-0' 6- 6• 6' 6- 6' 6- (3 PER FOOD 'RIBBED WALL) rT}� 1 V2• <U SELF-DRILLER PER 1 3/16' tl_ LNIP I' GIRT DR BASE ANGLE 3/4' LEADING ��+�--//� 3' - o' COVERAGE EDGE J TLAPPURLIN 16' X 3/4' STIC V-01 0 11-0. 1'-0' 3/16' DIA. MASTICaSEALED WALL ONLY�13z SIDELAP STITCH FASTENERS 5 //2' w GIRT 1 1/2' EAVE STRUT (1 AT GIRTS b IraGABLE ANGLE BETWEEN GIRTS FNOTE' FIR 1/2' SELF-0RLAT) (EXCEPT 2 BETWEEN FROM LOW EAVE �(2 PER FLAT) GIRTS IF GIRT SPACE OR AT EAVE LINE a SIDE WALL IS 6'-0' OR MORE) TIE-IN NOTE. (TC31) ; WALL PANELSID m CORNER TRIM� L INSULATION NOT SHOWN � FOR CLARITY. WALL PANEL 2. STITCH FASTENERS -)�, "• I`C4y 1• � A. NON-SEALED WALL F \ ONE ON AND ONE GIRT SELF-DRILLERS BETWEEN EACH GIRT OR 3/16' ROUND MASTIC // ` �� .µ, A f ' <ONE PER FLAT) ANGLE (IF SPACE IS SEALED WALL ONLY y ; / r)1 a 6'-D' OR MORE USE (2) / �����y ���IIIII�AI�II/JIIII�I"¶IIIIII'/�' I;�� i % w 0P° STITCH FASTENERS M �M BETWEEN GIRTS,) _5rvl `�Ca B. SEALED WALL D _ 2'-0' ON CENTER. H FESS I':Ilp ) C. STITCH FASTENERS ARE CORNER TRIM REQUIREDAT CLOSURE FURNISHED WAI WAINSCOT PANELS. BASE ANGLE ONLY WITH SEALED GIRT WALL OPTION. 3. LOCATE FASTENERS IN FLAT NEXT TO RIB. FASTENER <2 PER FOOT) SELF-DRILLERS WALL PAN Na AP QF R Q'D Subdrvls;an 2 OF section 7209 of the Education <2 PER FLAT) Law of The State of New York states that tis NOTE' FOR MVW WALL PANELS TO NEST PROPERLY, THE a v;Olat;°n of this law far any parson unless STITCH SCREWS SHOULD BE INSTALLED AT THE he ¢ nctmg under the tlirect�an of a 4censetl �A�]Tr�,A EN➢WALL SIOELAPS BEFORE THE PANEL IS ATTACHED i0 Professional engineer, to alter the contents of rc.On, i-1�g6 HL' lbl ltlGn P.D. Bo4470 IDEWALL THE WALL GIRTS. this tla¢unent ,n ony way. tF an ;ten kenring L xoeW BOB,Eaek�B EIIS 31349 the seat of an engineer is altered, the altering �" are BUILDING SYSTEMS BUB-643-5sss engineer shall affix to the Item his soot antl the Ga Go 1-3A natation 'oltered by' Followed by his Slgnotur2 oKo prz MINEWPUD PEREN GARDENS JUR N NYC-]052 and the date of such alteration, and specnf;c JW.% B+B& STERLING ERNE _ description of the alt¢rntlon. CUTCHOGHE, BY 11925 acerw R6 N.T.S. ATM SANDY FRIENANN ESef•) 0jr SI PRIMARY FRAME DETAIL S HIGH SIDE RAFTER CONNECTIONNSTRUT S3 CONNECTION EAVDETAILS ENDWALL BRACING CL255 G DETAIL AT CORNER EFI COBY-PASSLUMN G RTS WITH CFI DETAIL AT BY-PASS PUR INS 1/2' A325 BOLTS HIGH SIRE KNLL COLUMN RAFTER_T PEAK SPLICE 3/4' A325 BOLTS RAFTER UNLESS DO NOT CL203L OR CL204L BOLTS HARE OR (3/4' _325 BOLTS) D GAVE STRUT 2 LAP BOLTS REO,➢ PEAK CONNECTION RIGID FRAME Ran BRACING �v_ REOD AT EACH (3/4' A325 BOLTS) RAFTER OUR BOLT CORNER 1/2' A325 BOLTS END OF LAP LA LAP LAP CONNECTION CL260 NUT COLUMN S[OW, GIRT RAT MASHER CL202 rm ASLOPE WAS4IER 1/2' ,1325JITS (IF REO'D)\BRACE LOCATION BOLT; (IO REQ'W NOTEi EAVE STRUT CONNECTIONS7\ O� ARE WIT H 1/- 2' P325 BOLTS BRACE GRIP \�L / 1/2' 530] BOLTS 1 RIGID FRAME CL2]5 CL208 OR (_325 P JOIST) COLUMN I BAR JOIST OR PURLIN (HIGH SIDE SHAWN) CABLE BR5CIN6 ROD WITHERA CL215 Ui TIL[ZE BOTTOM WASHER AND l/2' A30] BOLTS 3'-0' NUT ANCHOR SWAT, CL255 RIGID FRAME 1/2' A30] BOLT CORNER COLUMN NUT AND WASHERUTILIZE FOR BOLT- FLANGE BRACE (SEE RAFTER GIRT(IF REQUIRED) ING E FLANGE ERECTION PLANS FOR (BY-PASS GIRT SHOWN. BRACE LOCATION) RAFTER SPLICE (3/4' _325 BOLTS) MAY HAVE INSET GIRTS( ALL BOLTS SHOWN CHOR 1/2" A325 BOLTS ARE I/2' A3W BOLTS NOTE. ZEE LAPS MAY VARY —MOLTCOLUM C IN LENGTH AND MAY NOT KNEE CONNECTION INT. COLUMN (3/4' _325 BOLTS) NECESSARILY BE iflE SAME LAVE STRUT QF REQUIRED) ON EACH SITE OF THE FRAME 1/2' A30] BOLTS FLANGE BRACING TO PURI DR GIRT CF3 DETAIL STIFFENL IN CF4 DANTII-RAT OLLPCLIPN FS EAREQUIREMEN S ANCHOR HOLT, NUT AND GIRT FLANGE BRACE WASHER I PURLIN DETAIL AT CORNER I� PURLIN CF11 FOR BYPASS GIRTS (IF PASS GIRT NOTES SEE FRAMING PLAN °®p (BY-PASS GIRT SHOWN, RIGID FRAME COLUMN FOR LOCATION OF INTERIOR p 2. 3 UR 4 - 1/2' _325 MAY HAVE INSET HINTS) COLUMN v BOLTS ANCHOR BOLT, NUT AND 1/2' A20] BOLTS WASHER ® 2 - 1/2'4 - _325 BOLTS CL202 1/2 BOLTS °0B 4 - 1/2'SW _325 1/2' A30] ® CL203 BOLTS WHEN CL273 BOLTS ABC ® IS REQUIRED / B CFI2 OPEN SID W. CORNER d SIDEWALL Is (ALSO USED WHEN ENDWALL GIRT iL204 GIRT GIRT DUES NET ALIGN WITH SIDW GIRT) 2) 1/2' A307 BOLTS (4) 1/2' A307 BOLTS ENDWALL 1/2' A30] BOLT FLANGE BRACE BOLTS TO BOTTOM CENTER HOLE FLANGE BRACE 34 4CL208 OR CL215ENDWALLSOME OF THE DETAILS AND) SECTIONS SIDEWALLGIRT SHOWN ON THESE PAGES _IRE USED FOR GL cCMORE THAN ONE BUILDING (CONDITION. ENDWALL ENDWALL HOLT TIGHTENING PROCEDURE PLEASE REFER TO THE 'GENERAL GIRT FOR A-325 BOLTS BUILDING CONDITIDN'S' , LASTED BELOW, FGR INFORMATION AABOUT YOUR 1. USE TURN OF NUT METHOD WHEN HARDENED WASHERS BUILDING. ARE NOT SUPPLIED. 'GENERAL BUILDING CONDITIONS- 2' A30] 2. IF IMPACT WRENCH IS USED, IT MUST HE CALIBRATEDBOLTS (TYP.) THIS BUILDING USES COLD-(FORMED IN ACCORDANCE WITH THE TURN-OF-NUT METHOD OR THE MEMBERS FOR PURLINS 200 OR CL215 METHOD OF TIGHTENING BEING USED, 3. OVER-TIGHTENING OF THE BOLTS CAN CAUSE SERIOUS DAMAGE THIS BUILDING USES A BY-FPASS GIRT SYSTEM. AND POSSIBLE FAILURE OF THE BOLT. THIS BUILDING DOES NOT HAVE WAINSCOT PANELS, THIS BUILDING HAS A SEALED ROOF. 3/16' x 1/4' MASTIC IS USED TO SEAL TIME SHEET SIDELAPS. STITCH SCREWS ARE SPACED) 15' 0/C. THE GAVE IS ALSO SEALED WITH 3/32!' K 1 1/2' MASTIC. i�--°"---�f— 1 mm 'HART THE GAVE SCREWS ARE SPAICED 3 PER FOOT Ii IS TIAL RESPONSUALRY OF THE ERECTOR TO PURGAIN STABILITY OF THE STRUCTURE Mien ALL STALES OF ERECIMIN PARTICULARLY 3H'AYs SALT 1/2'A3z5 BOLT RUN LEFT OVERNIGHT. TEMPORARY sIUPORTs.soul As TEnPaePRv curs eRAcSsve DTxER .11 Tiiix D"1T' LEX�GTx THIS BUILDING HAS UNSEALED WALLS. NO MASTIC ELEMENTS SMALL BE THE TOTAL AND COnPLITE RESPONSIBILITY OF }_�\ THE ERECTOR ME TEMPORARY SUPPORTS REDURA axon BE IErER- 3/f- 13/16' 1 3/v vie - r/Is• 1• IS USED AT THE SHEET SIDELAPS. STITCH SCREWS xNED AND FURNISHED BY THE ERECTOR M-r z• 1 S -I9/IL• I vz• ARE SPACED 1 AT THE GIRT AND l BETWEEN( THE IE MPORARY CONSTRUCTION SUPPORTS SMALL IE PROVIDED WHEREVER " NE[ESsnpr iD nu:DnppABE ALL CpxslRlanvx LVABs rD vx¢H rxE 13/B"-1 9116" z 1/x• 1 W2•- 1 Isns• z vz• GIRTS. NO CLOSURES ARE USED AT THE TOP OR BASE STRUCTURE MY BE SMATTER, INC DMD EQUIPMENT ANG IDE APER- 1 e/P-2 WIC' 3' (F THE PANELS. SCREWS AT THE TDP AND BASE ARE • Sri ATION OF THE SANG SUER SUPPORTS SMALL BE LEFT IN PLACE AS PI/P-2 9/IV 3 12' LONG AS MAY BE REOURE°FOR SAFETY � IMT LENGTH SPACED 2 PER FOOT. (l PER FOOT MSP) SCREWS AT J L L- NRTAI MXn Avo TOTE, INTERMEDIATE GIRTS ARE SPACED t PER FOOT. �, 'Ir5 pY TURN-OP UL NELXpp FNLL THMBOO ENGAGEMENT IS ENDOF 1 ((f C) /1 i0 HAVE BEEN LUSH WHEN THE FAC OF M>59-1 / t>` AS STATED W IBE Ami IS FLUSH VIM THE FP[C DJ ..// 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING A329 OR A4)0 SDLT$ OF THE NUL' THERESENGINEERING COUNCIL EBI RIVETE_TION, EBR BOLTED 4. Ss ENDORSED ED 11 OF 1A°LE A fl0 F'ES 51Q\'/ THE AMERICAN CANI SMG TE OF FOUNDATION,FEBRUARY 1. 19Tfi In DAME° IY BIA LENGTHw�� MR ROTATION—COU PROM PASTORN TASTE E OF STEEL CWSTRIICi1IW PNp OY IHpU$1fl IPl SNCL iILHi CONpINBN FASTENERS R6CINEC 1/Y 2'.Vlp SNORTER 1/] IDRN " 1. ALIGN LNE LOMSCi1R1 HDIES v1iN EHOIttJI ApIR PINS i0 ve OVER 2t NOI MG T 1/z TURN 1 MAMpN THE DIMENSIONS AND PWMSNESS OF THE STRUCTWE Ip• 3'AMR SNORTER 1/3 TUIW 2 ENOUGH HURTS SMALL BE BROUGHT rO A INTO TIGHT'CONDITION 314' OVEN 3}NOT OVER V 1/2 I. N INSURE THAT THE PARTS Of THE MINT ARE eRWGM IND) TA' 3 WE' AN. MURDER I/3 TURN GURU CONTACT VIM CASH OTHER FWUNG pplT' IS REFINED TIB' OVER 3 1/2',NOT OVER )' 1/2 TURN PS THE NO MESS ATTAINED BY A FEY(PACTS OFAN IMPACT AIM,ACT ypENCIE S, 6 USE0.SMALL BE OF AOEOUPTE WRENCH M THE FULL EFFORT OF A INH USING AN OPpINARY SPUD CAPACITY N4°SUFFICIENTLY SUMMER VIM AIR TO MENCNJ PERFORM THE REQUIRED TIGMENDIG OF EACH BOLT IN 3, BRTS SWAL LE RACED IN MY REMAINING FRES IN THE MPRDMINATELY 10 SECONDS CONNECTION AND BUTO SNUG TO CHER& n NR RRMATIDH IS RELATIVE TO In"BELABDLEn OF Subdlmsion 2 of sectmn 7209 of the Education 4. ALL SUITS IN THE C CTM SMALL BE TIGHTENED ME ELEGANT GOT OR MILT)BEING TURNED FOR INGLIS Law Of The State of New York states that It Is ADDITIS.,"ED IN YIV THRE TABLE A VMIi1GHTENING PBILE M ESSIM SYSTHE NUT TEM- SHOULD BE INSTALLED N)1M 111 30 DEGREESFAR TCLFMIILE a Violation of this IAN far ony person unless R ATICLY FROM THE NOV HUNG PART°F M[ MINT TO ITS he Is acting under the direction f a NEenRed HERITAGE FREE Mao. Man THIS MEINrI1x THERE SMALL IE NET AM- m EDLT LENGTH IS HEnsU11ED FROM ME IMKRSIDE DF THE professional engineer, to alter the contents of KO,M 1-1-9s P.D. HpB{3O TATION OF ME PAM NOT TURNER BY ME VRENCN HEAD TO ME EXTREME ENO°F NIE TH2ApE°PORTON {MIs docunent In Ony nay. If xn {pn bearing o[o¢p a•,rz NaM NIUe 6uek,IR Rlle 31349 the seal of an engineer Is altered, the mteMng ML BUILDING SYSTEMS eao-M9-5555 engineer shall offix to the Item his stem and the 1.5`0. notpti0n 'altered by' followed by his signoture MSN OAR PINEWOOD PEREN GARDENS JOB B NYC-]052 and the date of such alteration, and Specific JWNUA bq.q& STERLING LANE desCYUpti of the aLter,itwin. CUTCHB6UE NY 11935 —T GLEm p L • N.T.S. AT TNI SANDY PRIEMANN L„11i �I"iii I, ` �I ; 11 „ I � I 'I I ' �"I II' ( ,i�� • ( 'i ' I' .: 1 � II , (' , il�', i'a PI IIID I �rylu { ' 1 ,1� IIl ;l1 ry ('I 1 I FlC2 ERVE STRUT SCREW FASTENCRS Eli OPENIN 1i(HIGH OR LOW SIDE) �_3'-0 ON CENTER BACK TO BACK ALONG THE LENGTH CHANNEL GIRT$ CHANNEL GIRT OF THE CHANIJF.LS, BACK TO HACK r 6 SCREW FASTENERS r 1CHANNEL GIRTS PER' CLIP / PERCLIP FASTENERS <CLE54) ^ I// DOCK SEAL i HEADER CL259 CL296 ® (2) MACHINE SCREW FASTENERS CLIP FASTENERS O O f 6 PER CLIP BOLTS 3'-0 ON CLNTER O O TO EAVE STRUT ALONG THE LENGTH "", GR GIRT ^aaa R O 2 MACHINE — O OF THE CFgNNELS. I CUNNECTIDN� SULTS j (CL259) CHANNEL JAMB FRAMED OPENING HEADER \IIIICbn/'Jp�I CHANNEL JAMB , ® IF REQUIRED) ®- (2) MkHiNE FASTENERS BOLTS 6 PER CLIP a TO CHANNEL a GIRT CONNECTION EAVE GIRT "•FJ,? -? r GIRT '1 "�°� STRUT 6 ;SCREW FASTENERS FRAMED OPENING PEFR CLIP GIRT r 6 SCREW FASTENERS f HEADER DOOR JAMB PER CLIP DUCK SEAL— j ►--FRAMED OPENING CHANNEL V2' FIN HEAD CLI ' CL 25h JAMB JAMB JAMB CARRIAGE BOLT (2 PER CLIP) LON PANEL O O CLIP O O i 2 MACHINE 0 f` (E BOLTS O O FASTENER (2 PER FASTENER (2 PER CLOSUREERS (6' 2 MACHINE ^ JAMB TO CLIP JAMB TO CLIPBOLTS ✓� AND JAMB i0 (OPTIONAL ATTER) AND JAMB TO G[Ri) SEALEH WgLU PG[RTJ CHANNEL JAM(MAY BE LOCATED NNEL JAMB CLIP DN TOP pF CURB WgLL) DER CHANNEL JAMB JAMB CLIP _�K_ i � Jq!( CI IP CONNECTIONS T JAMB 2CL1 II FIMIDM 63HING FLASHING (pP1UNAU 2 ABI HEADER DETAIL ANCHOR BOLTS ' FASTEOR PREMIUM (TYPIOL) FLASHING WALL PANEL FASTENER • CL252X (OPTIONAL) (TYPICAL) NOTE, CLOSURE (OPTIONAL AT DOCK SEAL DO NOT ATTACH ROOF PANELS SEALED WALL) r TO THESE MEMBERS WALL CHANNEL FASTENERS (6' ( JAMB(OPTIONAL) FRAMED OPENING 3/{' �MIMFLASHMI PANEL JAMB 1/2' ON CENTER) GIRT JPMB GPT FLASHING JAMB DETAIL 1 �--- 1/2 MSP 1/2•--L__ �— GAVE DOCK SEAL PWALL ANEL STRUT $ ,F � HEADER(OPTIONAL) D FASTENERS WALL PANEL (3 PER CLIP) FRAMED OPENING FLASHING KBD1-3 (CL50) / FLASHING HEADER PURLIN CLIP FJ DOCK SEAL CHANNEL LIVE JAMB FILER Fl ACHI / FILLER FLASHING WITH KNE DETAIL DOCK SEAL Y DETAIL BRAC ® PIBBED ONLY RIVE RIBBED ONLY EAVE STRUi� GIRT ® HEADER p T 4 SELF-DRILLING JAMB p Tqy SCREWS PER END PREMIUM JAMB 0 TAI FLASHING (USE WHEN JAMB SIZE <OPTIONAL) NOTE: DETAIL PROVIDED FOR FRAMING ONLY _ 98 % EXCEEDS GIRT SIZE) 5' WALL PANELS, TRIM AND HEADER TO PURLFASTENERS BE RELOCATED FROM 'EXISTING BUILDING, 2' % 2' X 1/8' gNGLEM f---- _- _ (4 PER CLIP) n 32' )'./< � ` GIRT i I n eve WHEN CALLED FOR ON I 9pFES$1651f` M BUILDING ERECTION PLANS, / L�� ♦]� NOTED ANGLE BRACE 4 OUTBOARD OF EACH JAMB. Law o Th 2 of section 7209 of the s that FIELD ATTACH WITH 4 SELF-DRILLERS AT EACH END L_________"_ � Law of the State of New York states thnt k Is a viglatlon of this Iqw far any person unless AN BRACED TAD AT FRAMED OP NIM he Is n[4ng under the drectlon of a unless SF ERECTION DW c ❑F R Q IR STRUfi JAMB D TAI Orofesslonal engineer, to alter the contents of N,Q.M I-1-96 HERITAGE �� this tlg[dnent in any wqy. If nn }en bennng P.O.D.{Ro the seal IIof an engineer Is altered, the altering a ILDING SYSTG615 NmW aloe Root,Ps rzu5 31349 JAMA DETAILS engineer khnit aFPla nto the Item his seal nod the MGRwcl�o �3-91y IIW-p13�6655 - natation rn(tRrRd by' followed by his Slgngture TMioYEv APE PINEWOOD PEREN GARDENS and }hp tlq to of such altergtlary and 5 eofic ,Mlp� JOD II NYC-]D92 de5cnptl�A of the plterntlgn P '41•WO STERLING LANE CUTCHDGUE NY 11939 a¢c SGL[. N.T.S. AiiM SANDY FRIENANN E7aF�/