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Home My WebLink About12194-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. Certificate Ot Occupancy No. Z-15656 Date April 20, 1987 THIS CERTIFIES that the building STORAGE & MAINTENANCE BUILDING Location of Property 2835 Shipyard Lane East Marion, New York House No. Street Hamlet County Tax Map No. 1000 Section . 3.8 .Block 7 ...Lot 7. I Subdivision ............................... Filed Map No ......... Lot No .............. conforms substantially to the Application for Building Permit heretofore filed in this office dated February I , 1983 pursuant to which Building Permit No...1.2.!9../4..Z. ........... March 17, 1983 dated ............................. 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 ......... STORAGE & MAINTENANCE BUILDING AS APPLIED FOR The certificate is issued to AQUAFOOD PROPERTIES LIMITED PARTNERSHIP ..................... 'te r ................. of the aforesaid building. N/A Suffolk County Department of Health Approval ........................................ UNDERWRITERS CERTIFICATE NO ............... N 803328 N/A PLUMBERS CERTIFICATION DATED: Building Inspector Rev. 1/81 FOBM NO. lB 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) N? 12194 Z Dote ........................................................ , 19 ....... et premises located at ................ County Tax Map No. 1000 Section ........................ Block ......... £ ......... .~ t ............... ~ ~ / ~ d ed th p~r~u~nt to application dated ................................. ~ ......... . .............. , 19 ........ , an approv oy · Building Inspq~r. Fee $ ........................ Armco Inc. ARMCO BUILDING SYSTEMS ARMCO V February 28, 1983 CERTIFICATION This is to certify that the Armco Steel Building described below has been designed to meet the design loads as indicated; SIZE AND TYPE: RF80: 30' w±de × 82'-2" long × 16' b. igh 1:36 Slope ARMCO ORDER NO: DATE OF ORDER: DEALER: OWNER: LOCATION: E-3865 February 25, 1983 Licon Associates, Inc. Long Island Oyster Farms Greenport, New York Shop Building Live Load : 30 psf Wind Load : 25 psf Load combination and wind application per UBC Code. END USE: DESIGN BASIS: DESIGN STANDARDS: AISC, AISI Frank P. Petrek Associate Design Engineer slabs SlAB INSULATION Degree Days Min. By Zone R Value 5000 5.5 6000 5.5/ 7000 5.5 8000 5.5 9000 '- 5.5 -hate location The insulation must extend at least 24" under the slab or at least 24" below grade down the foundation wall. FOUNDATIO;I tlALL The insulation is installed on the inside face of the foundation wall and provides a thermal break between slab and foundation. OUTSIDE FOUNDATION WALL The insulation is installed on the outside face of the foundation wall and provides a continuous thermal barrier at the slab edge and foundation wall. All exposed exterior insulation above grade should be covered with a protective material. -protective coveri~lg over insulation ~o x FORM NO. 6 TOWN OF SOUTHOLD Building Department Town Hall Southold, N.Y. 11971 765 - 1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted m ~ to the Building Inspec- tor with the following; for new buildings 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 of Health Dept. of water supply and sewerage disposal-(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engini~er responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. Fees: . * 1. Certificate of occupancy New Dwelling,S25.(10, Accessory,,$10,00 Business $50.00 2. Certificate of-occupancy on pre-existing dwelling $ 50-. 00 3. Copy of certificate of occupancy $ 5/00, over 5 years $I0.00 4.Vacant Land C.O. $ 20.00 5.Updated C.O. $ 50.00 Date .......................... NewC°nstz'uc t'i°n Old or Pre-existing Building Vacant Land Location of Property ')~3 ~...~:~!P~P-O' ,,Lj~.,.E4 ~.A~..T~(0~,../~..~ l{°~'~ House No. Street Ham/et Owner or Owners of Property . A(~.t".~. ,F.d.~. ~...~._~..~.E. ~.~.l?~.~...~. l .j~. ~ .~./~.~... ~..~/~.~'./~.~#.~.~L#~ .... County Tax Map No. 1000 Section ......... Block ....~ .......... Lot ............ Subdivision ................................. Filed Map No ........... Lot No .............. Permit No Z'.O~. ~ 9./~ Date of Permit ~/~'.;~ Applicant Health Dept. Approval ........................ Labor Dept. Approval ........................ ~N~)~¢~, g B App Underwriters Approval ..................... Plannin oard royal ...................... Request for Temporary Certificate ..................... Final Certificate ....................... Fee Submitted $ 4~r~o.~. .................... Construction on' above described building and per~it meets ~1 applicabJe~odes and regulations. Ap p lican t .~'w.~l~' · .~ ................... Rev, 10-10-78 ADDITIONAL COMMENTS: ~ ~ ,? FIELD INSPECTION (1st) FOUNDATION FOUNDATION (2nd) ROUGH FRAME & PLUMBING INSULATION PER N. Y. STATE ENERGY ~ODE FINAL THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY THIS CERTIFIES THAT Long Island Oyster Farms Inc. E/S Ship Yard Lane ~12835, East Marion, N.Y, FIXTURE FIXTURES RANGES :OOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS SWITCHES FtUORESCEN? DRYERS SYSTEMS NO. OF FEET E R V I C NO, OF CC. COND A.W O, A,W,G, NO, OF NEUTRALS PER ~' OF CC. COND. OF HI.LEG APPARATUS= (NO VISUAL DEF_E_CT~) "An Electrical Survey has been made fo the exposed electrical equipment in"'~e P~emises indicaged. "No obvious unsatisfactory condition was found. John F Mulhall Pres. ~ ~~'~ Long Island Oyster Farms Inc. P. O, Box A.D. OreenporC, N.Y. 11944 ~Lic. GENER~MA ER This certificate must not be ahered in any manner~ return to the office of the Board if incorrect. Inspectors may be identified by their credent'als. ~l~ COPY FOR BUILDING DEPARTMENT.. THiS COPY OF CER'fIFICATE MUST NOT BE ALTERED IN ANY A~NNER. ~ FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT r TOWN HALL $OUTHOLD, N.Y. 11971 TEL.: 765-1803 Examined ........... -.~./.I.? 19 ..~'P Approved .......... Z Disapproveda/c . ~..p..... ................. (Building Inspector) APPLICATION FOR BUILDING PERMIT Application No..../.~ (7~ Date . .F?.b.r..u.a.r.y...1 ..... , 19 83 INSTRUCTIONS a. Tins application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule· b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 issued a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector· APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ·..Lon.rj .Isl.and. O.y. ster..F..arma,. In.c. ........ (Signature of applicant, or name, if a corporation) ·..P, O....Box AD,..Greer~port.,.~ .N. Y .... 119.44. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, en~neer, general contractor, electrician, plumber or builder. (as on the tax roll or latestX:d~) s' · · ~ ?tb~[~,,/ If applicant is a corporation, signature of duly authorized officer· fy] (Name and title of corporate officer) Builder's License No .......................... Plumber's License No ......................... Electrician's License No ..... ~.7.8.-:E. ............ Other Trade's License No ...................... 1. Location of land on which proposed work will be done .................................................. 28.~[... Shipyard Lane East Marion House Number Street Hamlet County Tax Map No. 1000 Section ........ ~..~..... Block ........ .~. ....... Lot.....~.' {(- ........... Subdivision ..................................... Filed Map No ............... Lot ............... (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .... I.n..d.u.s.t.r..i.a.1.. ! .s.h.e.1. ]:..f.i.s.h.. ~).r.o.c.e..s .s.i.n.q. ! .......................... b. Intended use and occupancy ...S. gor~ge, and .maintenance. ~.Qrk. area .......................... 10. 11. 12. 13. 14. Nature of work (check which Repair .............. Remt Estimated Cost ...... ~.3..0 t p.O. If dwelling, number of dwelling If garage, number of cars ..... If business, commercial or mixe~ Dimensions of existing structure Height ............... NuN Locate clearly and distinctly all property lines. Give street and block interior or corner lot. plicable): New Building ...... Z~... Addition .......... Alteration ........ .vai ............ Demolition .............. Other Work ............... (Description) ....................... Fee .. ~.5...Q .0 ............................. (to be paid on filing this application) mits ............... Number o f dwelling units on each floor ................ 3, if any: Front ............... Rear .............. Depth ............... her of Stories ........................................................ Dimensions of same structure with alterations or additions: Front ................. Rear .................. Depth ................... ~"/Height ...................... Number of Stories ...................... Dimensions of entire new constr action: Front ............... Rear ............... Depth ............... Height ............... NuN bet of Stories ........................................................ Size of lot: Front ........... ~ ........... Rear ...................... Depth ...................... Date of Purchase .............................. Name of Former Owner ............................. Zone or use district in which pre mines are situated .......... C-,1 ........................................ Does proposed construction viol rte any zoning law, ordinance or regulation: . .U~akr~own ....... .............. Will lot be regraded ......... ! ................... Will excess fill be removed from premises: Yes No Name of Owner of premises ...i ................. Address ....... ; ........... Phone No ................ Name of Architect .......... i ................. Address ................... Phone No ................ Name of Contractor ......................... Address ................... Phone No ................ PLOT DIAGRAM buildings, whether existing or proposed, and, indicate all set-back dimensions from mmber or description according to deed, and show street names and indicate whether See attached drawing. STATE OF NEW j/ORK, ., S ~ COUNTY OF .,,4~/X~. ~.l,~. .... -'~ q~.(5 ~ ~ ~... ~ g. ~. ~.~. ~. % being duly sworn, deposes and says that he is the applicant (Name of individual s~gnmg contract) above named. / He is the ~ ~~ ~ (~, corporate officer, of ~d owner or owners, ~d is duly authorized to perform or have perfomed the said work ~d to m~e ~d file this application; that ~1 statements contai ~ed ~ this application are tree to the best of his knowledge and belief; and that work will be performed in the m~ner ~et forth ~ the application filed therewith. Sworn to before me this nes~m~ m 'gul[ol~ Ooun~ I /] (S~ature of applicant) : ,: ."~,, i: 1. THIS' BUiLD-lNG IS,cERTIFIED BY :TIHE MANUFACTURER ~MCO,':BUILDING':" .' ?. ' SYSTEMS, TO COMPLY WITH THE UNIFORM BUI~IN~ CODE DESIGN, "REQUIREMENTS O~ 30PSF 'LIVELO~ AND' 20PSF WIND EOAD, ' '~; ?,:' 2, BUILDING D~AI'LS SHA'LL BE AS ARMCO DRAWING Et111. SHTS[ C1. C2. '" .. C~. D1, D2. Si. 82 ATTACHED. : 3, EXISTING SLAB ON SITE SHALL BE USED WITH AN UNDERPINNING FOUNDAIION, PER DRAWING, 4, THE BUILDING SHALL BE INSULATED-TO COMPLY WITH TABLE 4-2 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AS ROOF ~=12,6 (u= ~,9 z. 0,80-*OK) WALLS - R=9.498 I(U= '105~ 0'28--''0K) SLAB EDGE -- R ~ 5:0 5. BUILDING SHALL BE HEATED 6, HEAT LOSS ANALYSIS OF THE FOLLOWS: USING OVERHEAD PROPANE FIRED HEATERS, :,:It capp ?. ~:or water distributing : I shallb ~ s/stem; piping 'OCCUPANCY OF OCCUPAt C¥ APPROVED AS NOTED NOTIFY BUI 765-1B02 9 AM TO 4 ~ FOP. TNI~ FOLLOWING INSPECTIONS: ~1, FOUNDATION - TWO REQUJRE~) FOR POURED coN~D. ETE , 2. ROUGH - FRAMING & ~LUMBING 3. INSULATION ,4. FINAL - CONSTRUCTION MuST BE COMPLETE FOR C.O. . ALL CONSTRUCTION SI~ALL Mt::t~l' THE REQUIREMENTS OF THE N.~- STATE CONSTRUCTIO~ & ENEP.__G~ CODES. NOT ~ESPONSIBLE iDESIGN OR CONSTRUCTION ERRORS. 1 ~ 3 4 --__ ~ ~ ~ ~ i 1 2 3 4 S ! '-4" '-0" 20' 0" 20'-0" 20'-0" "~ 1 '-4" ~ ---1-- ~ ~ · ILINE ~ ~ i ,~ ,~ ~x~ ~ ~ ~ ~ ~ 7234G GIRT {TYPICAL 8 E~VE) RIDge ~ ~ ~ I ~ R~FTER RAFTER z - ~COL. ~co~ S.M. STRVOTVflAL C~LU~ LON~ TYPICAL FRAMES A (L~NES 2 - ~ ) UNLESS NOTEO OTHERNISE · ~OOF ST~¢~T¢~AL 5 4 3 2 1 I I ~ F I INO SCALE) i_l- 20'-0" -I-I-- 20'-0"~ 20'-0" ~ 20'-0" ~ ~ ~- -(TYP 0 12'1 t ~ z ~Z~ r [MARI<c~ PART$~¢226432454323NO' m' MARK PART NO. ~ Ellll NOTE.~ INDICATES BRACE TUBE P~RT NOS. '~FOR THE ABOVE CH~RT. NOTE: ROOF SYHHETRIC~L ABOUT RIDGE. NOTE: REFER TO ERECIlON INSTRUCTION BOOKLET 2/4/83 FOR ACCESSORY OET~ILS. ~v~smN NOTE: "(00 ~ 00000)" INDICATES QUANTITY ~ PART NO. OF PURLINS TYPICAL THROUGHOUT .BfiY ,_, H.S. BOLTS AND NUTS ARE SHIPPED IN THE sAME KEQ NITH THE (UNLESS OTHERWISE NOTED). SHEETNO. SAME P~RT NO, ,BUT fiRE NO LONQER ASSEMBLED, r HHEN ERECTINC ~N ARHCO BUILDIh~ RRFTER MEMBERS THAT' B~PE~R TO BE 3 ~ TICHTEN ~LL High STRENGTH BOLTS t~325J BY THE ASTH DO N~Ii' SUBSTITUTE ORDINARY STBRT ERECTION RTR BRRCEO BRY. ERECT FOLLON PROPER SRFETY PROCEDURES SY~NETRIC~L NILL HRVE ~LUNINUH TRCS "TURN OF THE NUT" H~THOD, ALL HIGH STRENGTH BOLTED CONNECTIONS H~CHINI~ BOLTS OR NUTS F~R THE SIDEH~LL COLUNNS. ERVE CIRTS RND SIOE~LL RODS. ~HICH CONPLY WITH LOCAL RND ~TTRCHED TO ONE END NARKED EITHER ~ ~RE BEARINC TYPE DESICN, UNLESS OTHERWISE SPECIFIED. USE H~SHERS HIQII ~TRENCTH (RSTH R-32~) ERECT R~FTERS, PURLINS ~ND ROOF RODS. PLUNB FEDERRL S~FETY RECUL~TIONS. ~ k ~DONNSLOPE~ OR ,,UPSLOPE".~ ~ ON SLOTTED OR OVERSIZE HOL~S IN PRIMARY ~E~BERS. ~1~ BOLTS RND NUTS. BRY. CONTINUE ~ITH ~DJ~CENT 72347 QIRT/% / [TYP @ 7'S"F 8RACE TUB~ MARK ~ART NO. MARK PART NO. B 54323 C ~4324 OTY. LOCATION P.N. LOTH RIDGE 9' INTERM 10' EAVE CUT AND LOCATE AS REQUIRED 3G 3/4 X 2 H. S. BOLTS 59162 -STUB %244 (TYPICRLi t COL COL. S0'-0' FRAME LINES 1 NOTE: FOR RRFTER TO RRFTER SPLICE CONNECTION USE: 8- 3/4 x 2 I/2 Ho S- BOLTS 59162 38 LOC. C~LL~N STUB . DIM, 'x" lB 75244 11 7/16" SB 7q6ll 3S 1/2" ?4BII (TYPICRL) -S,~. / E.W., COL. COLU~i 15'-0' 15'-0"' 3/4 X 2 I/2 S- BOLTS 59]B2 30'-O' FRRME LINES S FR/~ME LINE 2-4 H/O E.H. COND. NOTE: REFER TO ERECTION INSTRUCTION BOOKLET FOR RCCESSORY DETRILS. ~)RDER NO. Ell]I 2/4/83 S2 EAVE gIRT -- 2-½X)BOL?S S1550 &NUT. S S3775 4-½X!BOLTS SISSO & NUTS 53779 'ER ;'- X ~OL~S l NUTS 53779 rYP, BOTH ENDS .>-}X l½ H.S. )OL]'S BOSB7 -- NUTS GIRT ANGLE 67637 DETAIL AT O INTERIOR FRAME AT EAVE _INS 8RACE HASHER ROD SIZE ~RT NO. ~ 'Sl124 ~ 51125 ~ Isll2S ~ 51128 I-0 ~51129 1~~ S1130 1-~ 51127 .x HILLS I DE HASHER . JAN 1'3JT SQUARE WASHER ~ ~ {SEE SCHEDULE, FR~E · ~RRCE ROD TYPICAL HILLSIDE HRSHER CONNECTION .DETAIL AT Q BET027 TYP, HILLSIDE WASHER CONNECTION NOTE: PURLIN HAY FACE UPSLOPE OR DONNSLOPE. NN~., ~ /-- PURL I N / ,--4-½Xl BOLTS SlE50 53779 - FOR J 66308 N/ RECESSED II ~XI~BOLT 53752 HI TH 53779 NUT NOTE: FOR BRACE ~UBE LOCATION SEE STRUCTURAL ELEVATION. DETR INTERIOR FRAME RT PURLIN LAP SHOH[NG BRACE TUBES LINE RIDGE PURL i N [LOCRT[ ON FOR CF ROOF ONLY) ~12 SHE (LOCATION FOR CF ROOF SHS 70BOB (TYP.) RIDGE PURLIN' 69999 SPACER - DETAIL. AT Q BET090 12/B1 RIDGE PURLIN SPACER BLDOS. THRU 2:12 SLOPE NOTE: PURLIN MAY FACE UPSLOPE OR DONNSLOPE SEE STRUCTURAL FP-J~NE SECTION ~X1BOLTS 51550~/lB'+ ~AP & NUTS B3779 OCCURS APPROX. HALFWAY BETHEEN PURLINS DETAIL AT Q DET033 RRN-I'~ PJ~KE gIRT BOLTINC~ TO LAPPED PURLINS, BOLT REO'D. & GAP ~, r--END BAY~ %I-RAKE giRT /~5w' NOTE: ~".//;' START ERECT[N~ RAKE ~'// gIRT WITH R(D~E ~ / PART FIRST AND EAVE PART LAST "~XIBOLT BISBO & NUT 53779 DETAIL AT G RRN-TV RAKE gIRT 8 RIDGE BOLTIN~ TO LAPPED PURLINS, BOLTS REQ'D. & 6:AP =12 St,tS (LOCATION FOR CF ROOF ONLY, -.12 SNS 7(IgOG (LOCATION I'OR CF ROOF ONLYI SHS 70808 (TYP.) PURLIN SPACER 89993 FOR S'-O" 69999 FOR.2'-G" DETAIL AT O 12/81 OPPOSIN~ PURL-INS-AT.. RURLIN SPACER- gIRT CLIP 74049 SI~T EXTENSION BOLTS 53753 NO'E: ~--'COLUNN ~37S2 & NUT 53779 GIRT CLIP 74048 BRACE TUBE ~, 2-~X1BOLTS 515B0 & NUTS 53779 ~-½XI SHOULDER BOLT 6B308 N/ RECESSED NUT 53568 INSTALL GIRTS WITH UNPUNCHED L~G TOWARD OUTSIDE OF BUILDING WITH ARM-IV OR KOR-MET HALLS° GIRTS & gIRT EXT. CONNECTION TO COLUMN N/BRACE TUBES ERVE PURLIN- TYPICAL --2-"12 SDS 70806 TYPICAL '~x~" ~"~'"~, ' "~-~-,.'~..~"'---~L--sTRAP 74045---n., ~ ~l TYPICAL tdt~ ERVE RNQLESUPPORT-- ~ F~ELD BEND ~RDS ~D COMPENSATE FOR SLOPE IIAII LS RAVE "B" HS ERVE "C" FIE EAVE PL'~iiN FACES UPSLOPE / ~'~ PL?_]N FACES OONNSLOPE ( PLRLIN FACES UPSLOPE DETAIL RI DE3008 2/82 r_Ap PURLIN AT EAVE GIRT ~. 7'~ORT~ANOLE 'AND {~IRT STRAP GIRT PURLIN ;3779 TUBE 2- X BOL,~.rs 1 NUTS 53779 2- X BOL~S l½ H.S. 50987 -- NUTS GIRT 67~37 RAFTER -I-½X]½BOLT S3752 NUT 53779 & FLAT NABHER S373~ ~--RAI<E GIRT I-~XIBOLT 51550 & NUT 53779 DET. AIL AT, Q ENO FR~IE AT EAVE-ARN-~ RA[E ~IRT- EH. STUB COLUMN ~243 FOR 20' ~AEE ~24q FOR I5' ~ACE- XI½N.S. I~LTS 53753 & ~SHER8 53734 BOLTS 53753 & HASHERS 53734 :OR 'X' DIMENSIONS RIEl'ER TO ENDNALL FRItHE ELEVATIONS COLUMN DETAIL AT (7 DELOS] S/Bt ENDNRLL COLUMN CONNECTIDN TO RAFTER @ RIDGE (POST & ~EflH) gIRT CLIP 74049 2-~12 SOS 7OBOB BOLTS 53753 NOTE: SN COLUMN GIRT CLIP & NUTS 53779 OIRT INSTALL GIRTS HITH UNPUNOHED LEg TOWARD OUTSIDE CF ~UILDINO WITH ARH-IV OR KOR-MET WALLS. _DETAIL RTQ DEIO]6 10~0 ~IRTS & GIRT EXTENSION ~T CORNER OF BUILDINO I 'ORDER NO. EI]I! 'DR TE 02/04/83 ~SHEE~ NO. i~IRT CLIP 74045 ~ ~,. /~/~ /---COLUMN GIRT---, --/ I "'~<' " '. /~--OlRT CLIP ?osos~ ~~~~~ I l ~-~x~ BOLTS 515~0 ~,~..s. / ~~~ ~LTS 53353 ~ ~ ~ NOTE: INSTALL GIRTS NITH UNPUNCHED LE~ TOMARD OUTSIDE OF BUILDIN~ NITH ~RN-IV OR KOR-MET N~LLS. DETAIL AT Q DETOS6 10/80 6:]RTS & ~IRT EXT, CONNECTION TO COLUMN 2-½XI~BOLTS N3752 NUTS 53779- ~BOLTS 53752 NUTS S3779 75242 E.N. STUB COL. 4-~X~½M.S. BOLTS 53759 & N~SHERS 53734 'X' DIMENSIONS REFER TO ENDNALL FPP, HE ELEVATIONS COLUMN DETAIL AT G ENONALL COLUMN CONNECT]ON .-JO NO, Ellll 02/04/83 NO. D2 ERECT EAYE FLASHING; Wi~Etl SEYTIND EAVE FLASHING, BE SURE THAT THE ELEVATION CO,KPENSATES FOB THE COqPRBSSED THiCkNESS OF BLANKET INSULATION (iF USED). SEE NOTE ABOVE APPLY TAPE SEALANT 53C:'3 (200 LIN FT. PER CARTON) OR 69616 {50 LIN. PT, PER C/~RTOU) AT THE OUTER EDGE OF RAVE FLASHING, D,' FRONT OF FASTENERS, ERECT PURLIN EXTENSIONS ES1]6 ON BUILDINGS WITH STEELOX ~'ALLS AND ROOFS. USE A STRNGLIRE PROM EAYE TD RIDGE TO BE SORE THAT THE ENDS OP PURLIN EXTENSIONS REMAIN IN LINE· Cg BLIILOIHOS YJTN ARW IV ~'ALLS AND STEBLOX ROOFS, PURLIN EXTENSIONS ARE NOT REQUIRED. ....... ~-I-,"t? BMS 70308 -- START PANEL EVEN WITH PURLIN EXTEqSION STEEl]OX ROO~ ¥1/STEELOX ~ALLS .p ,/ BTEELOX ROOF. y/AR¥ -IV WALLS START PANEL 1' ,~RO~ END OF PURLIN LAY ROOF PARELS OBSERVING PROPER SEALANT REQUIREMENTS, ERECT PANELS (RIGHT TO LEF-E) WITH FEMALE RIBS TO TIlE RIGHT LOOKING UP TIlE SLOPE SO TIIAT GUTTER tIAHOERS WILL INTERLOCK ¥1TI( RIBS AT ENDS C,= E:J'.-G'NG WHERE ROOF GAIN IS EXCESSIVE OR ON ~/ IV WALLS, FIELD CUT AND LAP LAST pANEL ON ROOFS WITH S~'.~--'-~ ?~>ELS, APPLY SBALANq- A~D ~:AS~NE~ A~ D'ESC~IBED IN DETAIL 27 . AYDD OVER APPLYING SE~-~--'. ;-~ IT WILL EXTBUDE TO THE OUTSIDE DURING CRIMPING AND IMPEDE FREE SLOPE (2) 3lB' BEADS OF RED TUBE SEALANT ED: 150N FE,~ALE RIBS· RUN A 3/~" BEA3 OF RED ~UBE , ' RUN A 3/~' BEAD OF RED TUBE SEALANT 6~0lS LP AND OVER SEALANT 62016 12" LONG SEALANT &~UST S3J,EE~E OUT _ 3/8" BEAD DF SEALANT 6201E '-:':~ WIDTH ADJACE'C SEALANT AS S. )S OF RED TUBE- SEALANT 62016 5" LONG AT END OF SYlAGED RECEIVING PANEL CtlErCI', RIOS FOR SKIPS IN PLANT tIPPLIEO SE~L,qNT ON ,F!LL ROOF PANELS P,qRTICULflR¥ AT THE ENDS. ' ' 4 8~77 PANEL DETAI: : 0 BI ORDEI~ NO. E'-I//I [~TALL RIDGE CHANNEL AS SRO 'CH IH DETAIL BELOW. j: o TYPICAL IHTER[0R PANEL · RIDGE CHANNEL · R DOE CO, ER ; /t---- ~18 SDS 66935 '" INSTFdJ =TIONS FOR THE USE O~' RIB LOCKER ~ (69969) ' * : ' - ' ~7 ~ ~ I2PERLAP , ' . (~O~2FORI:56BI:24S A. CRP~PER SH~LD BE ~N TH~ A FEW WARM-UP ~CLES OFF TH~ RIBS BEFO~/ ~217. FOR 4;12 SLOPE) PLY ~O STRIPS OF TAPE ' I II ,; ~ SEALANT ON UNDERSIDE OF 8. THE 9 AMP FUSE PROTECTS AGAINST OVERLOAD. FOR ADEQUATE P~E~ION IT AT ENOS AND 24' O-~ ~~~ COVER 4. ~ ~E~,W LOOSE SCREWS O~ OTHER MATERIALS FR~.I ROOF B~ORE ~ AOC~.YSO~IES EXCEPT WHER ~RM TTED BY ERECTION NSTRUCTIONS ..... ~. USE ~. ~-WIRE, .~10 CO~D, NOT OVER 250 ~. LENGTH. ~RD MUST BE ~UGGED O. WHEN ~:RIMPING IS CO:dPLETE RIB SHOULD BE AT 45~. RIDGE CHANHEL . . RIDGE PURLIN '.' INTERMEDIATE INTERMEDIATE PURLIN 2~, ~, //14 ROOF PANEL FAgTENER PA'Fi'ERN ROOFS'ARE U.L. CLASS gO RATE': -,?OOF :':ASTENEF bET__AIL I~'ALLS SNOULO BE ERECTED'BEFORE ROOF So TIIAT SEALANT PROPERLY LOCATED OVER RAVE FL RIDGE ~18 SDS 66935 8 PER Eb!D FIELDNOTCH FASCIA TO CLEAR R!DOE &. ENDWA APPLy A CO~TII~UOUS STRIP .... OF TAPE SEALANT ALONG RIB THE PUI_L LENGTR OF TNE FASCIA. 'A SKIN COAT OF RED TUBE SEALANT .~IAY BE ADDED TO TOP OF TAPE SEALANT TO AID IN FOSITIONIIIG (2) FASCIA -" t , , DE PAl FASCIA LAP DETAIL EAVE CLOSpRE- STARTING FASCIA · '., .FILE NO. ~ 4"8377'A " ' , REV, 11-2-81 FOR ADDID'ION/~I~ iNFORNA:I'ION ON ROOF INSTALLATION SE~ ARBCq CONSTRUCTION BULLET[I~,, SECTION 2, AND VIDEO TAPES I¥1IICU ARE AVAILABLE 1 iIRD[IGN ARNCO DEALERS· E-I/ll CZ FLASHING CAP 67049 AY LAVE 6'RT AND INTE~MEDTA~E GIRTS ERECT WITH UNPUNCHED LEG OF GIRT TO THE OUTSIDE OF THE [ · EAVE FLASHING SCREWS 65945 (TRIM COLOR) 24"0.C. 72802 (WALL CCLC~-] AT SIDELAP ON G;RT 51550 GABLE SECTION (~. THRU ENDWALL ¢,~)2 SCRBgS 66936 (WALL COLOR) 12" O.O, I'OEP-ERECTED TO OU~ SIDE OF BU[LDIND C-lB SDS 66935 ~ 14 SDS 72:?.,I ;56' O.C. S-PER PANEL ;([EAVE -- coNTINUC'US TAPE SEALANT FRONI- 69616 CARTON OR 5~060 CARTON. ALONG RI8 IA 6,..-.~ 0, 16'-0" LONG ' SEE NOTE ~.~ 8, R.H, EAV£ FLASHING. FLASHING CAP 67049 ~lO SCEEWD 65946, (TRIM C.JLOR) 24 O.C. (WALL ~,OLOR ) 12"0.C. EAVE SECTION .(~ PANELS TO GIFt' (WALL COLOR) I2"O.C. COL. SHELF CORNER 66907 ;C~EWS 66936 (WALL COLOR) 6"0,0, BASE SHELF 66908 STITCH-SCREW 72802 (WALL COLOR) IN SIDELAP SIDEWALL ISOMETRIC ~18 STITCH SCREWS 72802 IN PANEL CREST AT LOCATIONS SHOWN IN SIDEWALL ISOMETRIC ABOVE· INTERMEDIATE GIRT SCR~/¢S 66936 (WALL COLOR) 6"0.C, 66972 (OPTIONAL) --bASE SHELF 66908 ~. .A~CHOR 61890- FIELD NOTCH I- LEG TO CLEAR 40,C SASE PLATE O~ ENDV/ALL COLUMN. BASE S~ELF ~CTION (~ "iF REQUIRED" (NO SEALANT REQUIREO) /~12 SCREWS, (WALL COLCI~) 6"0.C. CLOSUR~ 66972-- BASE SHELF' CLEAR BASE PLATE OF . BASE SHELF SECTION {WALl COLOR) --INSTALL FULL CORRUGATION BENEATH EXPOSED SIDE LAP. , PANEL LAP DETAIl_ · SEE COLDMN ,¢~., , PANEL LAP ~ CORNER ~ ' SIDEW&LL z - COLUMN , , ~ ~-GIRT ' / ' ' · ............ ', ,' , I'L'~I I - _ _ · . CNT OR LAPPED AT p:C,u'r END OF SIDE\UAl_I_, LINES LEFT CORNERx"~-~% DETAIL ~ ......... . ,, ...................... ! .................. _:._: ..... :_ . '. ' ....... t ............ =- .......................................................... · IR'[K,;I FF CORNER/=,., PIGTAIL ~ ROOF 1/36 67645 J/24 6764~ 2/12 67641 4/12 67642 PANEL --'ARW--3~ ~,~ALL ERECTION NOYES ~) LOCATE BASE SHELF BY MEASURING 6l/8" FROM $. COLUMN AN,C, HOR BOLTS TO EDGE OF REAR LEG OF BASE SHELE SEE'BASE SHELF SECTIONS AT LEF~r. ~) CHECK ALL GIRTS FOR VERTICAL ALIGNMENT, LEVEL, AND PROP WI·tH 2 X4'S. ~) STACK ~RILL PANELS TO PROVIDE 7/32" PILOT HOLES AT ALL FASTENER LOCATIONS. ~C' CLAMP NOT MORE THAN'IS' SHEETS FOR DRILLING AT ON~ TIME. DRILL PARTIAL RIB ONLY FOR STITCH SCREWS. WHEN INSTALLING PANELS, MOVE PANEL SLIGHTLY AHEAD, ALLOWING PARTIAL RID FLANGE T~ RIDE UP ON THE FULL RIB, AS SHOWN. ARW-Tr£ V,/AI.I_ DEi'AH~S ~ O' D_i~ bio SII£ET HO, slabs SLAB INSULATION Degree Days Min. By Zone R Value 5000 5.5 6000 5.5/ 7000 5.5 8000 5.5 9000 5.5 The insulation must extend at least 24" under the slab or at least 24" below grade down the foundation wall, FOUNDATION NALL The insulation is installed on the inside face of the foundation wall and provides a thermal break between slab and foundation. ~-alternate location OUTSIDE FOUNDATION WALL The insulation is installed on the outside face of the foundation wall and provides a continuous thermal barrier at the slab edge and foundation wall. All exposed exterior insulation above grade should be covered with a protective material. ]rotective over insulation