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HomeMy WebLinkAboutEngineering Plansnu i --- �A_ I,z)ys e im Quality Engineered Building System From Your Construction Professionals A Robertson Ceco Company Southern Region,/Columbus, MS BUILDING SPECIFICATIONS CONTRACTOR RESPONSIBILITIES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR T ELOADS THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS'ANDPERMITS FROM THE APPROPRIATE AND CONDITIONS STIPULATED JN THE CONTRACT AND -SHOW ON -THESE DRA ANY— - ALTERATIONS TO THE! STRUCTURAL SYSTEM ,OR REMOVAL OF ANY COMPONENT PARTS,,`OR THE F ADDITION OF OTHER CONSTRUCTION. MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE APPROVAL OF CECO BUILDING SYSTEMS DRAWINGS AND CALCULATIONS INDICATE THAT CECO HAS OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER, CECO BUILDING SYSTEMS WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS CECO METAL BUILDING IS DESIGNED WITH CECO BUILDING SYSTEMS STANDARD DESIGN. PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATONS OF THE FOLLOWING ORGANIZATIONS AND CODES. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE ESIG FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 9th EDITION. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN d COLD FORMED STRUCTURAL MEMBERS", 1986. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1-92, SEC .8, PART B. MATERIAL PROPERTIES OF STEEL PLATE AND SHEET STEEL USED IN THE FABRICATION OF PRIMARY RIGID FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER T AN COLD FORMED SECTIONS) CONFORM TO ASTM A-529 GRADE 50 OR A-570 OR A-572 GRADE 50 WITH A MINIMUM YEILD OF 50,000 PSI. MATERIAL PROPERTIESIOF'COLO FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASf-570, WITH A MINIMUM YEILD OF 55,000 PSI. HIGH STRENGTH BOLTS AND THEIR INSTALLATION SHALL CONFORM TO ASTM SPE IFIC TION A-325` TIGHTENING OF THESE, BOLTS IS RECOMMENDED BY THE TURN -OF -NUT METHOD, PER "AISC SPECIFICATIONS ,FOR STRUCTURAL JOINTS". ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP COAL OF INHIBITIVE PRIMER UNLESS STATED OTHERWISE IN THE CONTRACT. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF T1 E CONTRACTOR, UNLESS STIPULATED OTHERWISE, CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE, 9th EDITION) WHERE DISCREPANCIES EXIST BETWEEN THE CECO STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS WILL GOVERN.; (SECT. 3.3 AISC CODE OF STANDARD PRACTICE, 9th EDITION) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY CECO ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ENGINEERS OTHER THAN CECO ENGINEERING UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH CECO CONSTRUCTION DRAWINGS AND CECO "GENERAL ERECTION INFORMATION GUIDE". TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK OR OTHER ELEMENTS REQUIRED FOR ERECTION WILL BE DETERMINED, FURNISHED, AND INSTALLED BY THE ERECTOR. (SECT 7.9.1 AISC CODE OF STANDARD PRACTICE, 9th EDITION) IT IS THE CONTRACTORS RESPONSIBILITY TO APPLY AND OBSERVE ALL PERTINENT SAFETY RULES AND REGULATIONS, AND PER OSHA STANDARDS AS APPLICABLE. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED. SHORTAGES MUST BE REPORTED TO CECO BUILDING SYSTEMS WITHIN 48 HOURS OF DELIVERY. WHEN ERECTING A RAFTER OR ROOF BEAM, TEMPORARY GRAVITY SUPPORT (CRANE AND SHORING) MUST BE MAINTAINED UNTIL ALL FLANGE BRACES FOR THAT MEMBER AND THEIR RELATED PURLINS ARE INSTALLED. WHEN ERECTING A RIGID FRAME WITH INTERIOR COLUMNS, A RAFTER SECTION SHOULD NOT BE RELEASED FROM ITS TEMPORARY GRAVITY SUPPORTS (CRANE AND SHORING) UNTIL THE ADJACENT SPAN (S) INCLUDING ALL COLUMNS REQUIRED ARE BOLTED IN PLACE AND ALL FLANGE BRACES FOR THE ABOVE ARE INSTALLED FROM , AISC CODE OF STANDARD PRACTICE - 7,12 CORRECTION OF ERRORS: APPROVAL DRAVUtNGS ONLY APPROVED: (] AS SHOWN O AS NOTED NOT TO BE USED FOR CONSTRUC+TIMI * ANCHOR BO J PLAIN AND REACTIONS ( MAY BE UNDER SE, ARATE COVER. DATE SIGNED ANY CHANGES MADE AFTER THIS APPROVAL * * APPROVAL ORDERS MUST BE RELEASED WILL CAUSE EXPENSE AND DELAY AiOID .FOR FABRICATION WITHIN 30 CALENDAR POSSIBLY COSTLY FIELD REFABRICATION. DAYS AFTER SUBMITTAL: DRAWINGS ARE ISSUED ORRREHE ORDER WILL BE SUBJECT TO ANY CUNT PRICE INCREASE. NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS OF REAMING, CHIPP,TNG, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH THE USE of <TfRIFT PINS, ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING MEANS OR WHICH REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION ARE REPORTED IMMEDIATELY TO THE OWNER AND FABRICATOR BY THE ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO CORRECT THE ERROR OR T9 APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF CORRECTION TO BE USED BY OTHERS,` FOR QUESTIONS OR ASSISTANCE CONCERNING APPROVAL DRAWINGS ON THIS MO BUILDING CALL: RANDY KING (601) 243-2733 FFF DESIGN LOADING THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY: SpC 1997 THE CONTRACTOR IS TO CONFIRM THAT THESE LOAD' COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. SPECIFIC LOADS: (SEE CERTIFICATION LETTER ) 1211612OPSF ROOF LIVE LOAD 5 PSF SNOW LOAD(GROUND Z ROOF[:]) 110 WIND SPEED (MPH) 3 PSF COLLATERAL LOAD 1 MBMA 86 OCCUPANCY CATEGORY SEISMIC ANALYSIS FOR (SBC 1992 THROUGH 1994) (BOCA 1993 AND 1996) (ASCE 7-93) V= 2.5 Aa W R Aa = .05.. Av = .Q5 R = 5.0 FOR CONCENTRIC X BRACING R = 4.5 FOR ORDINARY STEEL MOMENT FRAMES METAL WILDING MANUFACTURERS ASSCIMION MBMA MEMBER CERTIFIED QATW" AISC MS l s SBCCI DRAWING INDEX CS1 COVER SHEET N/A PRIMARY. STEEL E1 ROOF FRAMING PLAN E2 SIDEWALL ELEVATIONS, — E . ____ENDWALL ELEVAT UT_ N/A ME ZZANINE LAYOUT E4-E5 CROSS SECTIONS N/A SHEETING LAYOUT N/A FLASHING LAYOUT !, E6-E8. GENERAL DETAILS. 31,82 ANCHOR BOLT PLAN R1 -R3 REACTIONS CXP GENERAL DETAILS (GENERAL ERECTION BOOKLET) NO THERMAL BLOCKS ❑ THERMAL BLOCKS (SPECIFIED ON PURCHASFp ORDER) ❑ THERMAL BLOCKS (NOT SPECIFIED ON PURCHASE ORDER) I (6° INSULATION IS SPECIFIED) THESE DRAWINGS ARE FOR: CONSTRUCTION Z NOT FOR CONSTRUCTION PERMITS ONLY'i Z APPROVAL **'I DRAW/ ✓ 12-7-9P ��a� - Ceco Building SOUTHERN REGION systems R.° DiAWER 91i CHEc DATE, 0 Robertson Coco compoliy COIUMBU$ MISS/SS/Pp/ 39103 ORE-✓ N 12-7-99 (601) J26-6722 'cR ENGINE6fs DATE 1Z�� CUSTOMER; RF CONCRETE CONSTRUCTION SHIP MAVERICK BOATS Pr'L COMP FILE 664 OLD DfXIE. H/GHWAY VERO ,REACH, FC 32962 3054 /NDUSTRlA4 31st. Sr FT PIERCE, FL .34946 14454-45 IBM, 7 Ain n 2 3 7 4 I ATT ELERY FRAME SIDE OF PEAK TO ALL DOUBLESPURU—a252 TO BE NAPPLD STRUTS AT M/DSPAN PANELS URUZED FOR DIAPHRAGM BRAC/N6 k ARE INTEGRAL PARTS OF ROOM' STRUCTURE 00 NOT MODIFY. A# 8 112 77 EA VE S TRU TS 8 1 /2" PURLINS r"r`A` `°` " EXIST, BLDG. 1AI 2AI JAI 4AI 1AI 6 1 7A7 BA1 FAT .�] _ .. E] _ F7 T .L_.-Y i TC F8C _ m1. ri�1 - ; •, ( yl'9 .._-tIOI (nrl zwP jTiPt m.'2A1 F-.'L.1 I I I I l i I I I I I I I I I I I I I I I I I I I I I I I I I I uL oL Ii R FB89 731 0 FBHB9 FBN89 N v p.C. CL262 I [ � F � (�. f nICn�I( ® I u® CL6_2Ln n ZSI ,NA _ FBI06 F8106 �t FBH117 C— C— C= FBHII !_ FBNI1It N O UFBHItJ FP106 FB/D6 CL262 Li u L u u m m k u u m u u FB89 o FB89 R CL262 FBH89 L.J FBH99 FBH89 c N 731 F899 13 ® G ® ® ® ® ® ® ® I U u u u Ll Ll u u 11 Ll u I I F899 N F699 u Z2S1 Typ Z26R z27R TYP) 728 (7YP 8 TYP) Z27L TIP Z29L cav Z30R TYP A• EIL E2 EJ E3 E3 EJ EJ E4R XIST. STEEL LINE -T. 24-6 15-0 25- - 5-0 2 -0_7 -0 i-i A A A A A 2M1-R ROOF FRAMING PLAN ll El nr GENERAL NOTES 1. ALL PURLINS WILL BE 8 1/2 MEMBERS 2. ALL SIDEWALL GIRTS WILL BE 8 1/2 MEMBERS 3. ALL ENDWALL GIRTS WILL BE 8 1/2 MEMBERS 4. ALL CHANNEL GIRTS WILL BE 8 1/2 MEMBERS 5. ALL FRAMED OPENING CHANNELS WILL BE LONE REO'D) 6. ALL EAVE STRUTS WILL BE 8 1/2 MEMBERS 7. ALL FLANGE BRACES WILL BE 1 1/4 X 1 1/4 X 1/8 ANGLE AND 2 X 2 X 1/8 ANGLE AS NOTED. Fl All AIIIi AN19I WIII HI A', 1+190 17A' MAI' IIUA 14. ALL INSULAIIUN WILL HE KUUF JVINfL HAU, 15, ALL EAVE GUTTER AND ENDWALL TRIM WILL BE 26 GA BURN, SLATE 16. ALL WAINSCOTING WILL BE (NONE REO'D) 17. ALL DOWNSPOUTS WALL BE 26 GA LT. STONE 18. ALL STRUCTUAL STEEL WILL RECEIVE ONE SHOP COAT OF RED OXIDE PRIMER. 19. ALL SOFFIT SHEETS WILL BE (NONE REO'D) 20. ALL FASCIA PANELS WILL BE (NONE REDID) 21, ALL MANSARD OR FASCIA TRIM WILL BE (NONE REO'D) 22. ALL ROOF SCREWS WILL BE EXT, LIFE DRILLER W/ WASHER COLOR MATCHING 23. ALL WALL SCREWS WILL BE SELFDRILLE.R W/ WASHER COLOR MATCHING **PLEASE GIVE COLORS NEW PURLIN IEXISTING OVERHANG, EXISTING CL200 PURLIN 1/4" PL CLIP O O O O — — — — — W/ (6) 1/2 Z07 BOLTS O 0 0 200� SD125 SELF -TAPS FIELD DRILL (2) AT TOP & BOTTOM 9/16 DIA HOLES TO EACH NEW I. I FOR 1/2 A307 BOLTS PURLNI 8 3/4 CHANNEL EXISTING RAFTER PURLIN CONNECTION TO EXISTING PURLIN RCF2X I ON ADD STRUT PURLIN 7" CF11X UPHILL OF NORMALLY SPACED PURLIN. ADDED STRUT DOUBLE PURLIN STRUT SEC TION C VJAP Y 12-07-99 P.O. MAWR 911 CECO BUILDING SYSTEMS CHECKED DATE C t,W)S, M152SAPPI J9703 PRE—JOHN 12-07-99 A Robe Is Ceoo C,,Apm y (662) 328-6722 CUSTOMER. SHIP TO., APPROVED DA7f RF CONCRETE CONSTRUCTION MAVERICK BOATS PRE -AL 13/4 9 664 OLD DIVE HIGHWAY 3054 INDUSTRIAL 3lst. ST SCALE COMP.RLE VERO BEACH, FL 32962 FT. PIERCE. FL 34946 D. D9.775 C17f 1AG..7llf..7/1 /.f11 14454-45 d ER MBMA El OF 8 112" MEMBERS b d 1 b � N ry Z6R f6R NG w �3) � 2 f 6 �O Z16R vi 6R i I -to ZiL 2 0L 4 - _-- Zq . __. Z4 Z4 - 4 EXIST.ucc� 717RZ'i Z10R Z1& ZI Z19L 7f51 W.O. # 13535 = 3-8 CL254 CL254 CL234 �, Z& 79R Z70R 00 ZllL 12R Z1 R ZIIL 214R Z75L e +�B p\P 4-4 IL Z2L 73R Z4\� Z& ZSR _4 Z& 5R 4 3-0mL4Ff7T �\CL252z iSr. STEEL LINE 16-3 1-1 2Co-2 12-0 ¢,-j_ 25-0 cis -GL255 A EACH FAME NO.T GIRTT FBB6 1 so. NO.d S i SD STRUT uT TO EAsmur TYP. c/e LCIE ALL ' CONNECTION -PANELS UTILIZED AS DIAPHRAGM BRACING & ARE W7FGRA4 PARTS — 4F WALL STRUC]iR7E. --- -- DO NOT MODIFY. n n NN nb 'CL252� �C1232� 6-6 - 6-6 25-0 -6 -0 A CI8 Pis Cie 8 112" MEMBERS hW h via Cie ERECTOR NOTE PRE -DRILL ALL MVW WALL PANEL SIDELAPS WITH i/$- DRILL BIT BEFORE INSTALLING STITCH SCREWS. dd dd i-11z S4 713 713 23 723 23 T Z22 Z21 2-2 GGoi 003 GCjGC3 GC2 t OPEN FOR TIE-IN TO EXIST. BLD °4 EXIST. CECO W°' 13535 p CL205 AT ENO OF EVERY DIRT FOR GIRT TO COLUMN CONNECTION I- o- -CL207 TO BE SELF- &A q TAPPED TO GIRTS AT CFIA CFIA EACH SIDE OF COLUMN -C4255 AT EACH EAW STRUT TO EAI•E STRUT CONNECTION B 59 BLIND RIVETS PER GUTTER LAP (3.IN TOP }r^ LEG, 11 IN VERTICAL LEG, 1^ SEALCENNLAPS W%II%i6"Xi/2" MASTIC VALLEY GUTTER SUPPORT -- NO MORE THAN 1'-O" THIS -------- SIDE OF CUTTER LAP, THOROUGHLY COAT EACH BLIND RIVET WITH CAULKING VALLEY GUTTER AP INSTALL INSTALL OUTLETvnTH IEND RIVETS ONE PER INCH) AND \ 1/16'Xi/2" MASTIC a d d / OUTLET TRIM Y \ / VALLEY GUTTER j I.T OUTLET --- DOWNSPOUT BLIND RIVET I GCATIG WALL PANELS CLOSURE STRIP LNEW WILDING -- /.(�.�. � YVAL4EL CHANNEL GIRT EXJSTING I GUTTER BUILDING FASTENER AT EACH GUTTER SUPPORT .(TYPICAL) INSULATION VALLEY GUTTER SUPPORT (5'-0" ON CENTER) VALLEY GUTTER IN TALLATION TO EXISTING 31M DING SEC T1ON D I ST. STEEL LINE 25-0 25_0 5-0 25-0 24- ZF1.2 1-1 CFIA CFIA CFIA CFIAcFIA CFIA ELEVATION NO, 2 AT COL. LINE II 00 DRAW pp O�1-99 :. 7- SOUTHERN R QON .. JOB NO TE CECO BUILDING m P.O. DRAWR 9II14454 SYSTEMS 45 COLUMBUS, MIS.SISSIPPI 39703 CHECKED _B/f-99 A RI05 It OC4C0 Cmwy (662) 323-6722 MEMBER PRE-JOHN 12- _... SHIP TO: -„^--"�....,.�. APPROVED RF CONCR. RF CONCRETE CONSTRUCTION MAVERICK BOATS ���� PHA nL zg9 664: OLD OIXTE HIGHWAY 3054 INDUSTRIAL 3Tst, Sr SCALE 17ER06EACH,.FL 32962 FT. PIERCE, FL 34946 COMP�PLE REV. NO.. SHEET NO. O.OBJ75 SIZE 145x201x20/20 E2 OF�l _b 7200 0.51 llllllllllllIIIIIIIIIIIIllllllllllllIIIIIIllllllllllllIIENDWALL C EN F Infi iNllllllllllllllllllllllllllllllll/lllllUlllllllllllllll� MAP PANELS (CALM) 1200 0.50 MAP PANELS (CALM) 5-2 ` % / / f / 5 8 I/II/II II/I/I/Ill ll IIIIIIIII III/Il (IIENDWALL OPEN FO IREL A7El){�ATERIAL� I� I11 GLXISTI END WALL II. lllllllllllllllll llll�ll 111/lllll 4-4 3_0 1-Oi I. 20-5i 20-0 20-� I 22© I 20-0 20-0 I 21-01 CIO CM48 CM58 CM68 LM6A CM5A CM4A WI2XI4 W12X14 W12X14 W12X14 W/2X14 W12X/4 FV86 AT GIRT F886 AT GIRT F986 AT ORT F866 AT CRT F886 AT GOT 1`866 AT GIRT NO,, RJ NO.. 2,J NO.. 2,3 NO.. 2,J NO.. Z,J NO.. 2,3 ELEVATION NO, 4 AT COL. LINE 8A I GFIA SCHEDULE OF ACCESSORIES NO. REDD DESCRIPTION 64 3- 4 X 11- 0 ROOF TRANSLUCENT PANELS (WHIT) 8 4- 1 X 4- 1 FIXED LOUVERS 8 4- 6 X 4- 6 AUTO LOUVERS W/ 4- 0 EXHAUST FAN 8 0- 9 X 10- 0 CONT RIDGE VENT W/SCREENS AND DAMPERS (WHIT) 3 12- 0 X 12- O FRAMED OPENINGS SEE ASSEMBLY DETAIL DRAWINGS FOR DETAILS OF FIELD LOCATED OPENINGS, LOUVERS THIS BUILDING HAS A SEALED £AVE WITH EAVE GUTTER. ROOF SHEET S/DELAPS ARE TO BE SEALED USE THE STANDARD WALL PROCEDURES TO ERECT THE SIDEWALL AND ENDWALL PANELS. 2000 y IERN DRAWN DATE REGION ` JOB NO. JWP 12-07-99 112-07-99 P0. MA. 911 .o CECO BUILDING SYSTEMS CoLumous M11ssiss1RP139TOJ 14454-45 CHECKED DATE PRE-JOHN A Rabwf" hco Cpmpwy (662) J28-6112 MEMBER APPROVED DATE CUSTOMER: SHIP TO., RF CONCRETE CONSTRUCTION MAVERICK BOATS MBMA Pkc-N L, I119! 664 OLD DIXIE HIGHWAY 3054 INDUSTRIAL Slat. ST VERO BEACH, FL 32962 FT. PIERCE, FL 34946 SCALE COMP RLE REV. N0. SHEET ND 0.09375 SIZE I45x2O1X20/20 E3 OF, O.F. WEB IA 1 5-Ois 5-Ors 5-016 5-Otc 5-Oie 5-Ois 5-016 3-s 6 X 0.375 6 X0.312 14.5X 0. 149 14.5 X 0.125 6X0.3 27 TO 20.75 X 0.178 20 75 TO 14 5 X 0.149 6 X 0.312 6 -.312 0.50 i1— 20� 32 f I R1AA W 1 ! 111 4: o 6 VERTICAL CLEARANCE $6 VERTICAL CLEARANCE �. HORIZONTAL CLEAR AT AT NCE LEFT HAUNCH = t 17-26 PEAK 19-22 WAUNCH TO PEAK = 69-10i6 72-6 Ors I 5-0r6 5-016 5-Ors 6 X 0.25 14.5 X 0.125�14, 5 TO 25.564 X 0.125,TO 25.564 X 0.125 6 X I y U BH9 0 1 � 5—OIe ,7� X 0. 1781788 lI', 145-0 OUT/OUT STEEL '.. I CROSS SECTION AT FRAME LINES 1 A 1 8A I ::.. ... GENERAL NDTES. FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO LOAD CONDITIONS. - VERTICAL CLEARANCE DIMENSIONS ARE FROM - 8. X 0.372 FINISHED FtooR. DRAWN DATE JWP 12-07-99 .NNs C� BUILDING CHECKED DATE A RaberramC«o Canv�r PRE-JOHN 12-07-99 — CUSTOMER: APPROVED DATE RF CONCRETE CONSTRUCTION Pge-A L 1z19 '( 664 OLD DYXIE HIGHWAY Pomp A e, 9r 4- PA �ofrawEfi'. su., SYSTEMS CoLuMeJs, MrSSSSIPPl3970J (601) 328 6722 SHIP TO.- MA BOATS 3054 INDUSTRIAL 37st: SF JOB NO. 14454-45 MEMBER 444JJJ ///"'777 PLATE SIZE TABLE SPLICE BOLT TABLE D'ONN. LOW SIDE HIGH SIDE SPLICE OTY SIZE TYPE A 2 X 8" X 9" I'%iA B 1 a X 8" X 2-91s e X 6" X 2-A B: J t 10 a X 22 A325 B&N C X 6" X 1-8 a X 6" X 1-8 C 1 8 J4 X 22 A325 ssdv D TX 6" X 341 N/A: D 18 s X 2" A325 B&N E X 8" X 1-2 N/A SCALE COMP.FltE VERO BEACH, FL 32962 0,35862 FL PIERCE,. FL 34946 REV. N0. SHEET N0. /�qu 11 �. F X 8" X it.2 N/A F 4 z Xis A325 B&N i 1 $-016 1 5-Ors 5-Oi6 $-016 .`i-016 � 5-OLs 5-as 5:-Oie 5-01e 14.5 TO 25.567 N 0.125. 25. 567 TO 37. 997 X 0.178 3-Ji6 3-Ois 5-L�6 6 X 014.$ X. 0.125 6 0.438 6 X 0.312 14.5 X 012.125 14.5XOJ25 8 X 0312 27 TO . 6X037 0,7�O.F 70 14.5 X 6 X 0312 5 12.00 WE® 0.52 . I.F. FBt 6. FBHp 0 f J Rise o J RIBA e W I c f _m U C F N 1 h IS O W p ts I k i 52' rj A E 4 m n VERTICAL CLEARANCE AT LEFT HAUNCH - 1 17-14 p w3 6/s VERTICAL CLEARANCE AT PEAK 1= 19-22 HORIZONTAL CLEARANCE 4AUNCH TO PEAK = 69-8t6' 72-6 it 145-0 OUT/OUT STEEL _ '' �•, '.CROSS SECTION AT FRAME LINES IA 1-8A l A "CLEARANCES CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO LOAD CON01770NS. ' ER77CAL CLEARANCE DIMENSIONS ARE FROM PATE STABLE': IZE ABLE /+ SHED FLOOR. ' SPLICE BOL T TABLE :';.. FINIORAMN DATE. ERN REW0.V JOB NO, ONm, LOW SIDE HIGH SIDE SPLICE OTY SIZE TYPE [J{W 12-07-99 �� /1 /� �1 P DRAWER 911 �4454-�5 A Y X 8°' X 8" N/A CHECKED DALE XCO BUILDING' SYSTEMS COLUMBUS, MISSISSIPPI J970J B z X 6". X 2-916 2 X 6y X 2-fs B 18 4 X 2". A325 B&N 6®RE-JOHN 12-07-99 A R0D°'tsonceca canamr (sar) 328-672e MEMBER ' C X 6". X 1-8 a X 6' X 1-8 C 8 4 X 21 A325 B&N - D z X 6- x 1-5ia. NrA D 18 PROVED OATS CUSTOMER:. SNIP T0: x 2" A325 B&N RF CONCRETE CONSTRUCTION MAVERICK BOATS I /��9I �P -n� 4 MBM „ 6B OLD OlXIE HIGHWAY 3 f ' n 054 W E 4 X 8 X i-2 rA DUSTRIAL 31st. ST 1 1 J CALE COMP. —FILE VERO BEACH, FL 32962 FT. PIERCE, FL 34946 F X 8"' X 11 z N/A.. F 4 2 X 14 A325. B&N l�35662 REV. NO.. LSSHEEt N0. / eSH ID E VAR( RAPIER PEAK CONNECTION 325BOUTS) _ e APE VARIES) (3/4'A325 BOLTB) R SPLICE PS4 Efi PURLIN GO) PS PS3 e RAFTER RAFTER 325 BOLTS CAVE STRUT PURLIN PURLIN' RAFTER ® WINDBRACE ROD'TS e T .FLAT WASHER CL255 CLIP s 1/2" MTS ACHINE ° o OLT5335BOLTS 1/2" A325 BOLTS CL210 SIOEWALL GIRTui/2" A325 o ENDWALL osy INTERIM COLUMN COLUMN OR BOLTS COLUMN (PIPE SHOWN) ��IRANGE BRACE : 3 4 A325 RAFTER WEB j/}yCL202 CLIP CL210 CLIPEXTENSION ANCHR BOLL BOLTS L ® ENDWALL CIRi 1/ZBOLTS CL201 CLIP ® " A325 1/2" EAVE STRUTEE CONNECTION NVT AND WASHER 1/2" MACHINE/4 A325 BOLTS) NUT C621 /7CLP® A325BOLTS FLANGE BRACEANCHOR BOLT FLAT WASHER BOLrs CL17 CLIP ® i1/2 aJ07 8 1/2"' GIRTS BOLTS NUT SLOPE WASHERWASHER FARING ENO FRAME ® CL2�ZCLPR®1/2" MACHINE CORNER COLUMN CL208 CUP 8 1/2" GIRTS BOLTSNOTEWASHERS ARE TO BE 1/2NACHINEGIRT BOLTS 1/2° MACHINE LOCATED AS SHOWN, 1/2 A307CON RETE EDGE �"�ROD BRACING ANCHOR BOLT, ENDWALL BOLTS EVEN IF BOLTS ARE BOLTSFRAME COLUMn PRIMARY FRAME DETAILNUT AND WASHER GIRT INSTALLED FROM THE COI,, UMN BASE DEETAI. PEAK DETAIL OPPOSITE SIDE OF MULTI SPAN (COL AT PEAR) ENDWALL COLUMN. THE CONNECTION. BOLT, NUT AND BEARING END FRAME WITH BY-PASS GIRR NOTE. ZEE LAPS MAY VARY CF1 IN NOTE: AND MAY reoT CF2 CF3 RIGID END FRAME EF30 NECESSARILY BE THE SAME ON EACH SIDE OF THE. FRAME 1/2' MACHINE BOLTS CF4. CPS.' WITH BY—PASS .GIRTS DO NOT INSTALL BOLTS HERE Q 1/2" MAC 1; Q PURUN PURUN 2 LAP BOLTS MUST UNLESS CL203 OR CL204 ARE BOLTS BE INSTALIEO ,� RED. Q Q I,�- ,)((LAP LAP Q Q Q �3'-0" i 3�0'- UTILIZE 8070M FLANGE R BOLT- HOLE RECTIONRPLAIi ING UP FLANGE. LOCATON BRACE DETAIL AT BY-PASS PU�LINS OR CL255 EAVE STRUT CL268 COLUMN 1/2" A325 BOLTS — Q ® Q IQ 1 o®Q cE10 0 BOLT FLANGE BRACE 2-1/2" MACH BOLTS AT ° TO HOLEOTTOM, CENTER 48an C4263 OR CL204. CONN._ TO. PURLIN WEB. CL203 _ ,.._� ____ _ / _- ___ _____. .___..___--_-_-- _ 23 gR 4 1 21/1" __—_—. __ _..—. / " A325REQUIRES 2 ADDITIONALTC_ MA RAFTER 1/2' MACHINE BOLTS RAFTER BQLTS BOLTS AT CLIP TO RAFTER FLANGE BRACE2 1 2" A325 BOLTS - / CONN. CL203 CLIP 4 _. 1/2". A325 DETAIL AT PURLIN WE STIFFENER DETAIL AT PURLIN ANTI -POLL CLIP BOLTS WHEN CL258 FLANGE BRACING TO PURLIN OR GIRT OR CL273 IS REQUIRED PURLIN OR IFRAME SAVE STRUT SPLICE FASTENERS - CLIP CL255 C 5 \ CHAN EL GIRT zzz EAVE STRUT (6) 1/2" A325 BOLTS i/ " MAQHI BO TS 28B COUMN COLUMN. CHAIN L GIRT DETAIL CF6 i I TO INTERIOR FRAME COLUMN \ I EAVE STRUT EAVE STRUT CLIP CL269 COLUMN CL209 1/2" A325 BOLTS (5) 1/2., ELEVATION A325 BOLTS END FRAM COLUMN EAVE STRUT CONNECTION CF7 TO END FRAME COLUMN 3-0 COVERAGE -1-01 1-0 1-0 n NOTE: BEARING LEG PREDRILL PANEL NTH WITH SIDEDRILL DRILL BIT BEFORE E INSTALLING STITCH FASTENERS. MVW PANEL. PROFILE PT1 (3 PER FOOT) CL268 OR CL269 PT7 2 1 2„ FASTENERS (3 PER FOOT) 3/16" X 3/4° EAVE STRUT SECTION SHOWING 372 MASTIC BOLT REQUIREMENTS IR M NTS 'i 3/16" X 3/4" ---.�._ 0 MASTIC 5 1 2^ 2 1/2 1. ROOF FRAMING PLAN WALL INDICATE.((1) SIDE OR. (2) SIDE FLANGE BRACES. 2. COLUMN FLANGE BRACES WILL BE (1) OR (2) SIDES TO MATCH RAFTER, PURLIN 3. WHEN FLANGE BRACES ARE REQUIRED AT PEAK PURLINS, THEY WALL BE 3 1 2" NG AS SHOWN INCOLUMN 2 1 /2 4. DETAILSHOWS(FRAME RAFTER- SIMILAR. INTERMEDIATE '. ROOF PANEL LAP PURLIN PURLIN (FIRST LAP UP ROOF FROM EAVE) T BOLTS INSTALLED. DO N07 INSTALL BOLTS IN THESE IN END OF PURLIN m WEB HOLES UNLESS CLIP CL203 OR CL204 IS REQUIRED ROOF PANEL LAP LAP (TYPICAL) , '(OTHER THAN FIRST LAP UP ROOF FROM EAVE) PEAK PURLIN PURLIN LAP (LENGTH VARIES) ANTI ROLLCLIP N01E: INSUI.ATMN NOT 3/i6'.% 3/4 SDELM NOV. BNOWN FOR OtARITY MABTIC (BEE NOTE) PTS 1 EAVE FASTENERS A. NON SEALED EAVE - 2 PER FOOT S. SEALED EAVE - 3 PER FOOT B" 2, INTERMEDIATE FASTENERS 3/18' X 3/4 SIDELAP MASTIC A. ONE PER FOOT ROOF PANELS I, - 3. STITCH FASTENERS A. SEALED SIDELAP- V-3' ON CENTER PLUS ONE ADDITIONAL AT FOUR WAY LAP S. UNSEALED SIDELAP- V-3' ON CENTER UP 10-Or FROM EAVE. REMAINDER OF ROOF Y-6' ON 3-0 COVERAGE CENTER I'0 0 1-0 PU ... II RE 4. SIDELAP MASTIC - SEE BUILDING _ 'II _= _I _ - (SEE NOpiME) ERECTION PRINTS USAGE. B OA Ar1GtE 5. EAVE CLOSURE (SEE BUILDING E ERECTION PRINTS FOR SEALING � ~ FASTENERS - EAR A ENER6 CONDITIONS). (3 PER FOOT) (3ENDLAPPER (SEEE NOV 1) A SEALED EAVE -TOP. BOTTOM, ARM LEG 3/16' % 3/4' ENOLAP MASRC AND. END JOINTS SEALED. WITH 3/32- X 7'1/2- MASTIC, INTERMEDIATE FASTENERS (SEE NOTE 2) N01F S. NON SEALED EAVE - NO EAVE TRIM MASTIC REQUIRED. TAP ANEL PROFILE PT2 PREMIUM WND ,, yWHIN FA57ENERS STTCH FASTENERS 3 0/O 6, PEAK WITH RIDGE ROLL R EXPANSION RIDGE. 3/I6' I 3/16- % 3 (FEE NOTE 3) WyL P X 3/4" TOP SIDELAP Masnc AND BOTTOM OF CLOSURE. CLOSURE. 0. CL203 (LOCATE PER FRAMING PLANS) � RAFTER PEAK �^ CONNECTION ° �1 6CUTS)325 ®® ` FLANGE BRACE AT INTERMEDIA URLI ° MAY BE 15jj51 SIDES (2 SI WN FLANGE BRACE a AT PEAK (1 SIDE FLANG BR OPPOSING) .3-OF OM (NIA AP CTIOIO N FLANGE BRACE AT PEAK (1 SIDE OPPOS` G _ FLANGE ACE D. ALL BOLTS SHOWN ARE 1/2 A307 UNLESS NOTED DETD60 ' AWN JWP A i2=�—s9 /,,E -lGecc QUlfding ` SOu e ciON $ySteMS Po A R911 ✓OB NO. 14454-45 tIECKED ATE IDA o Robertson Coco company COLU48 , MISSISSIPPI 39703 4E—JOH12-7-99 {601) J2 -6722 MEMBER CUSTOMERSHIP T0: � 7VINEER TE P41. n L RF CONCRETE CONSTRUCTION MAVERICK BOATS A /,Lt IZ1 ql 664 OLD DIXIE HIGHWAY 3054 INDUSTRIAL 31st. ST MB: A SCALE VERO BEACH, FL 32962 FL PIERCE, FL J4946 SHEEr NO. Eb of `� .. SI TCH SEE ERECTION DWOS FASTENERS FOR PANEµ OVERHANG PT14(2 -6 ON CENTER). Pfi� 4H PT15 RIDGE PANEL AP ROOFJANGLE STITCH RIBKD ROOF PANEL RAKE TRIM I FASTENERS (2' - 6" ON CENTER) STITCH 1 4 GABLE FASTENERS(3'-0" ON CENTER) I PU EAVE TRIM STITCH FASTENERS �� -_ I (SF54) 8-0" O/C I OUTIER i ENDWALL I RAKE TRIM SAVE STRUT PANEL , GABLE CLOSURE WAIT .PANEL SEAL WITH TUBE T I AK CAULKING (14 BLIND EAVE ENDWA RIVETS. PER SIDE) (STANDARD) (MAP) RAKE TRIM DETAIL PT32 eT,-. 3 0 9WALL ANEL I MASONRY 3/16.1 DIA. MASTIC FASTE ER .ANCHOR I �TIDNAL FORONE .FASTENER PER 2 PE FOOT I 3'-0" ON CENTER) L EALED WALL) 'GIRT OR BASE ANGLE �I PER FOOT NOT BY CECO AT CENTER - 1 -C USE ONE c O MSP) 1 ( ) AT CENTER . 1'-0' PT17 �FASTENERS (3 PER FOOT) PT26 CORD NOTE'. I. INSULATION NOT SHOWN FOR CLARITY. 2: MASONRY ANCHORS. NOT FURNISHED BY CECO. 3. STITCH FASTENERS A. NON -SEALED WALL ONE ON AND ONE BETWEEN EACH GIRT OR ANGLE. (IF SPACE IS 6' -Cr OR MORE USE (2) STITCH FASTENERS BETWEEN GIRTS.) B. SEALED WALL 2' - 0" ON CENTER, GUTTER CLIP 3 -0 ON CENTER AT PANEL SIDELAP. PT12 (Y-S' O.C.AT CLIP) 2 FASTENERS CLIP TO ROOF. (3/4", SAME COLOR AS ROOF) FASTENERS ONE FASTENER CUP TO GUTTER NOTE:. (1 1/4' COLOR OF GUTTER) GUTTER END CAP IS NOT REOD W/STANDARD CORNER CLOSURE ROOF PANELS. CLOSURE STRIP GUTTER ENDCAP SEAL WITH TUBE CAULKING AND 11 BLIND RIVETS. BLIND RIVET GUTTER WALL PANEL 3 11/i6' 5 1/4 RAKE TRIM GUTTER CORNER CLOSURE SEAL / CUT "X" IN BOTTOM WITH TUBE CAULKING 2' OF GUTTER (11 BLIND RIVETS PER SIDE) BEND TABS FOR EAVE TRIM DOWNSPOUT CONNECTION STITCH FASTENERS 3'-0' 0/C J° `pad i LTUBE CAULKING AT ENCLAPS TRANSLUCENT PANEL (16 BUND FLASHING RIVETS) DOWNSPOUT STRAP �� / TRANSLUCENT PANEL (ONE PER DOWNSPOUT SECiigJ) 3' 0' 4"-O" MASTIC —� I -. 3/16" X 3/4. GIRT 1- •1•_ 1• 1: Y 1•. MASTIC v NOTE: .�I1 BF67T TNSTALL (8) BLIND RIVETS AT ALL DOWNSPOUT AND FITTING `STITCH FASTENERS ) I JOINTS -- (1 AT GIRTS & - - - ly SIDEWALL_GUTTER_AND-DOWNSP06LT-ANSTALLAnON BETWEEN GIRTS) i REMAINING PORTION USE ME c REMAINING PORTION USE ONE LR RIBBED ROOF PANELS (EXCEPT 2 BETWEEN CORNER TRIM AT CENTER - X-O' V AT DENIER - 4'-0^ AND ONE UL GIRTS IF GIRT SPACE r-o" z-n. FASTENERS IS 6'-0" OR MORE) WIN EE TRIM DETAIL N (3 PER coop (MAP OR MVW) N CEi 21/2• 2 1/2" STITCH FASTENERS L SR R (ONE AT EACH PURLIN WA PAN SID APB' REMAINING PORTION USE ME SR I AND TWO BETWEEN) AT CENTER . 5'-T AND ONE S. , 3/16' % 3/4" -ENDWALL PANEL LAP PROCEDURES AT CENTER MASTIC VIs• x 3/4" J®fLM MASTIC TRANSLUCENT PANEL CL252 FASTENER( JAMB CLIP JAMB JAMS AND JAMB GIRT) FRAMED OPENING DETAIL Jam- PURLIN -�-� (MAP) PEAK DETAIL (WITH` RIDGE PANEL) PT64 FASTENERS (3 PER FOOT) MASTIC TO EXTEND 6' ABOVE TRANSLUCENT PANEL SIDELAP 3/1 B" % 3/4" ASTENERS 2 PER FLAT AC2 INSU600M -'- _-- TRANSLUCENT PANEL (aPT1®NAU FLASHING EAVE SECTION AT PANEL ENDEAR STRUT 6 SCREW FASTENERS PER CLIP SECTOR AT SIOELAP NT PANEL ROOF INSTALLATION CL234 CUP FOR MVR. D A R PANELS O 0 oevs lNp..p,NFI S. 0 I sT 0PE 2 MACHINE NW G�CUR BOLTS I I CHANNEL JAMB JAMB CLIP CONNECTION FOR ROOF SLOPES 1.12 AND LESS � OF FLAT i 10 AC#. __ ------------- GIRT 6 r 5 SCREW FASTENERS O PER CLIP 2 �Ft vprt I 1 f az54 O CUP 0 O ANGLE FRAJE ` 9 2 MACHINE 0 BOLTS I 8 CHANNEL JAMB 0 0 JAMB CLIP CONNECTION TO GIRT',. OP RAB �LDUVERfNS7AlI eT OLOCATE LOUVER AHEAD OF SHEETING CREW SO THAT JAMBS WILL FALL IN THE FLAT OF SHEETS. ATTACH JAMBS TO WALL STRUCTURALS WITH. FAST- ENERS. LOCATION OF HEAD AND SILL ANGLE VARIES. (PLUMB ALL ANGLES) APPLY CONTACT TAPE TO HEADER JAMB AND SILL ANGLES. 30REMOVE PAPER BACKING FROM CONTACT TAPE AND INSTALL INSULATION. ®INSTALL LOUVER HEADER FLASHING LENGTH TO BE TOTAL LOUVER WIDTH PLUS i". O MEASURE AND CUT OPENING IN WALL PANEL FOR LOUVER. FASTEN PANEL AT HEAD AND SILL WITH FASTENERS AT 12" ON CENTER. ©INSTALL 1/16" X 1/2" TAPE MASTIC AT JAMB. OCUT LAST LOUVER. OPENING SHEET BY REVERSING PROCEDURES USED TO INSTALL THE FIRST LOUVER SHEET. OS SLIDE LOUVER SILL FLASHING INTO POSITION AND INSTALL LOUVER WITH FASTENERS AT 12" ON CENTER. �9 INSTALL JAMB FLASHING WITH FASTENERS 12" ON CENTER, 10lNSTALL JAMB FILL FLASHING WITH BLIND RIVETS, CONTINUOUS RIDGE VENT AC47 ON ROOF PITCH SPLICE ELEVATION GREATER THAN 1:12, SELECT DOT THAT RIDGE VENT MATCHES ROOF PITCH, SCRIBE LINES AND CUT TO ROOF PITCH FASTENERS 11 (1'-0" ON CENTER) E CRIMP ENDS 6 OF ROOF ® RAIN GUTTER SHEETS I(BLIND RIVET TO VENT)' CLOSURE STRIP WITH 3/16" X 3/4" MASTIC' . h I (SEE OUTSIDE CLOSURE DETAIL) CLOSURE STRIP ' -7 ,.3j16, 3 4 PURLIN SECTION AT CONTINUOUS VENT CONTIN USA TALL .ION 4WN DATE �.�..........._ SOU7kkRN REGION JOB NO. ✓NIP 12-/ >L? j�_ �'® Building P,o. AWER911 14454-45 6 'ECKED DATE "` a Robertson Coco Compony (0UMBU$ AISSISSIPPI 39703 DRgWNOMN 12-7-99 (or) ,7z8-s7zz MEMBER fR IDATf GUSiOMfR; SHIP T0;EAI p RF C=Rff CONSTPUPON AVERICK 60ATS } GI �L iZ�lQ01AII HIUIYAOt�f������ 1�S�I ST S'CALF VERO EACH. R J� oo r. ..__ AC42 4'-0' NOMINAL 4-11" PANEL �OPENING' n,H 4� a FINISH FLOOR — ELEVATION - - -- HEADER ANGLE CLOSURE (OPTIONAL) FASTENERS ON CENTER) HEADER MASHING CHANNEL� (OPTIMAL) FRAMING ANGLE �11 OUVER 'HEAD FASTENERS 1 (1'-0- ON CENTER) i I LOUVER SCREEN 1/18" X 1/2" MASTIC I ITT JAMB FLASHING (1'-0' ON CENTER) BLIND RIVETS --' - SILL FLASHING (2'-0' ON CENTER) LL MOLE REWIRED IF NO GIRT IS CALLED OPERABLE WALL LOUVER _SU- FOR. (RIBBED PANELS) Ol yTE cTORAGE PROCEDURE FOR FAFFD FlRFR(Y. 4« INRNI ATION INSULATION MATERIAL SHOULD BE INSPECTED ON ARRIVAL AT THE JOB SITE TO ENSURE THAT IT IS EXACTLY AS ORDERED. IF THERE IS ANYTHING WRONG WITH THE THE INSULATION. IT IS RECOMMENDED THAT THE ERECTOR NOT INSTALL IT AND CONTACT THE SUPPLIER IMMEOMTELY. 1. THE ERECTOR SHOULD STORE THE INSULATION IN A DRY, PROTECTED AREA. 2. ALL PACKAGES SHOULD BE ELEVATED ABOVE THE GROUND OR SLAB, PREFERABLE ON A MT SURFACE, TO PREVENT CONTACT AM SURFACE WATER ACCUMULATIONS. SINCE THE VAPOR BARRIER IS FRAGILE AND SUBJECT TO IMPACT DAMAGE, EXERCISE CARE IN HANDLING. DO NOT ALLOW PACKAGES TO BE THROWN OFF THE SHIPPING VEHICLE, KICKED, DR PLACED WITH SHARP OBJECTS DURING STORAGE. 3. POLY -BAGS SHOULD HAVE HOLES IN EACH END TO AEREATE THE INSULATION. WHEN STORED IN A DRY, PROTECTED AREA, THE ENDS OF THE BAGS SHOULD BE OPENED TO ALLOW BETTER AIR CIRCULATION. 4. PACKAGES CAN BE LEFT UNCOVERED DURING THE DAY, KAMER PERMITTING. BUT SHOULD BE PROTECTED AT NIGHT WIN POLYETHELENE FILM, CANVAS OR OTHER COVERING, 5. IF A DRY, PROTECTED AREA 15 NOT AVAILABLE AT THE SITE, THE ERECTOR SHOULD PLACE THE INSULATION AT THE END OF THE BUILDING MERE THE ROOF SHEETS WILL FIRST BE APPLIED, THIS WILL PROVIDE PROTECTION FOR THE REST OF THE MATERIAL UNTIL THE BUILDING IS COMPNETEO. NOTE: TO MINIMIZE THE RISK OF DAMAGE TO THE INSULATION, IT SHOULD BE INSTALLED AS SOON AS POSSIBLE AFTER DELIVERY. GENERAL.INSULATION MOWS I. INSULATION BACKING IS ALWAYS TOWARD THE INSDE OF THE BUILDING. (NOTE: VINYL BACKING BECOMES BRITTLE IN GOLD WEATHER, SO CARE MUST BE TAKEN IN HANDLING.) 2. BEFORE INSTALLING WALL INSULATION. RECHECK THE AREA FOR PLUMBNESS. 3. WALL INSULATION IS SHIPPED IN BAGS OF MAXIMUM LENGTH, THE ERECTOR MUST SPLICE THE INSULATION AT CRTS OR WHENEVER APPLICABLE. 4. IMPORTANT: IF THE BOTTOM EDGE OF FIBERGLASS IS ALLOWED TO TOUCH HORIZONTAL SURFACE OF CONCRETE NOTCH OR BASE MASHING, MOISTURE WILL'WTCK' UP THE FIBER- GLASS AND REDUCE THE EFRENCY OF THE INSULATION. IN ADDITION, CORROSION CAN EASILY BEGIN AT BOTTOM EDGE OF PANEL ONCE WATER HAS ENTERED THE INSULATION. .1 AVER TRIM FRAMING DETAIL-C I FRAMING SECTION A -A ELEVATION EXHAUST FAN WITH AUTOMATIC LOUVER AC43 INSULATION STARTER RUN OF INSULATION A STARTER RUN OF INSULATGN (48" 'WIDE FOR RIBBED ROOF AND J6" 'WIDE FOR CUP) IS PLACED ON THE ROOF NTH ONE EDGE ON THE GABLE ANGLE. AFTER FIRST RUN OF SHEETS IS COf1YPLETE, ADDITIONAL INSULATION CARNWBE INSTALLED. ALWAYS KEEP i0 ARD EDGE OF INSULATION JUST AHEAD 0 THE LEADING EDT OF ROOF PANELS. SIDEWALL FLASHING ziellimilMijF F PURUN STRUT IN53 EAVE - INSULATION STRUT '" , BASE ANGLE CONTACT TAPE 1/2TL (TYP. AT EAVE I STRUT AND BASE GIRT BASE CUT OFF WALL INSULATION 50 THAT ANGLE) L�E) E) BOTTOM EDGE OF FIBERGLASS IS 1/2" BASE GIRT ABOVE THE CONCRETE NOTCH OR BASE BASE I MASHING IF NO NOTCH IS PRESENT. A(JGLE INSULATION I' C y • ROOF INSULATION Q2 1� BUR INSULATION TOGETHER AND STAPLE TABS AS SHOWN (T' FROM END AND THEN CONTACT TAPE (1'-0' ON CENTER). ENOWALL -� GABLE ANGLE FOLD STAPLED TABS AND STAPLE NEAR INSULATION THE BOTTOM OF THE FOLD (1" FROM END AND THEN 1'-0- ON CENTER). ENOWALL INSULATION MUST LAP NOTE: INSULATION AT CORNER MUST TOUCH OVEN ROOF INSULATION. TO SEAL CORNER (FOID AND STAPLE AS SHOWN ABOVE). INSULAT�CCEDURES LII IIPANELS 3/16 X 3/4 MASTIC I II WALL PANEL UNDER LOUVER FLG. I Ilr/ CHANNEL FRAME -1 LOUVEIRNG TRIM Z H 1 FLASH rn SD FASTENERS a 12 FASTENERS �^ 12" 0/C 12" 0/C ow EXHAUST FAN AUTOMATIC LOUVER HEAD D TE AIL-B WALL PANEL 3/16 X 3/4 MASTIC UNDER LOUVER FLG. LOUVER TRIM CHANNEL FRAME FLASHING W/ FILLER MASTIC w 0' SD FASTEffFANJAMB SD FASTENERS m 12" O/C12" O/C NwAUTOMATIC LOUVER ao EXHAU DE AIL-C MASTI( EXHAUST FAN N ' AUTOMATIC LOUVER °v N SD FASTENERS z 12" 0/C N W SD FASTENERS 12" O/C CHANNEL FRAME 3/16 X 3/4 MASTIC UNDER LOUVER FLG. LOUVER TRIM SILL FLASHING ED TAIL-D WALL PANEL p 5 EAAREGION' ✓vo mv. UWP 12-7-99 =Ceco Building Systems P' AWER 911 144.54_.1r CHECKED DATE G Robfffson C= Company CUL US, M15SISSTPPI J9703 t RE -UGH 12-7-99 s71) 26-6722 MEMBER 'ENGINEER DAT£ CUSTOMER: SHIP TO. RF CONCRETE CONSTRUCTION MAVERICK BOATS PQE'4L. fzll? 1 664 OLD DIXIE HIGHWAY 3054 INDUSTRIAL 37st. ST M A SCALE VERO BEACH, FL 32962 FT. PIERCE, FL 34946 SHEET N0. E,� Of`c 8'X12" BASE PLATE ANCHOR BOLT SCHEDULE ACCESSORY SCHEDULE 2 ` FRAME MARK QIAMTHRD. 0TY BOLT PROJECTION MARK DESCRIPTION DETAIL OT'Z 2 A 1 3 4 41 1. U AB1 Z 12 i'z 1 12-0 X 1 - 4 82 2 0 FRAM P Q ❑ f0 OPENINGS l 94 3 GIR IS Q AB3 44 40 2" A85 1 16 3" AB6 )a 16 3" N GENERAL NOTES + U THIS PLAN FOR ANCHOR BOLT SETTING ONLY. ELEVATION AT TOP OF FINISHED FLOOR = 100.0" 3 ELEVATION AT BOTTOM OF COLUMN BASE PLATE 100.0" FRAMED OPENING SECTION THRD SLOPE 1-04 O >- REINFORCING FOR ANCHOR BOLTS (HAIRPINS, TIE -RODS, ETC) MO Al W m TO BE SIZED BY FOUNDA PON DESIGNER TO RESIST FORCES SHOWN ON REACTION SHEETS. (RI-R3) ATTACHED. 84JAMB - EDGE DETAIL Ei ANCHOR BOLT LOCATION IF THE REACTION SHEETS ARE NOT FOUND, DETAIL Q DETAIL Q FOR ENDWALL COLUMNS (SIDE 4) PLEASE CALL cusroMER SERVICE (RELOCATED) WHEN LOCATING AND SETTING ANCHOR BOLTS, ALWAYS REFER TO THE LARGE SCALE DETAILS FOR DIMENSIONS AND LT PATTERN. THIS IS ESPECIALLY IMPORTANT FOR 4-BOLT PATTERNS WHICH CAN EASILY BE ROTATED 90 DEGREES FROM THEIR CORRECT POSITIONS. EXISTING BUILDING v 8" X 14" BASE PLATE 8" X 9" BASE PLATE X-BRACE E A86 A66 A66 A66 AB6 0 A66 a^a as, (r P) AB6 AB6 m z S4 54 S4 S4 54 2 S4 S4 THIS BAY S4 N Q+ + + +�a,• VARIES + m z + w e - AB3 G °,� a E7 0r Lo OUT OF FRAME ZL ANCHOR BOLT LOCATION z'z' AB3 p FOR INTERIOR COLUMNS sa FRAME E7 8" X 8` BASE PLATE LIL AB3 A83 0 AB3 AB3 AB3 .,. AB3 A AB3 AB3 E1 VARIES + + v \ W A83 -� cr 0 Ei LOUT OF 2•, Z„ CONCRETE sz FRAME a AB3 AB3 L � E1 JUN —7 2 00 0 S2 SZ S2 S2 52 S2 S2 0 A85 � A85 AB5 41 ABS A$5 ABS AB5 0 o X BRACE Ti(IS BAY _ co co - - - i l A A A q 6A A — A `,' 200-8 OUZICONCRETE TO DRAWN DA 7E s W N DN J06 NO TER IA�F RDW 03-30-99 R,D a R srr s:42:34 CECO BUDDING SYSTEMS coLu e s M�sslSS�l•P� J91p.T tas4 4� [ 'I' NECKED DATE01-31-99 �� A RobnfsmCsco Cmpony (601) 8-6722 . MIMNIR OVED DATE CUSTOMER: SHIP TO., RF CONCRETE CONSTRUCTION MAVERICK BOAT I, S c _ H n iB ss Rf. AB LA OUT�A NDA.M. ECI 664 OLD DIXIEHIGHWAY 30541N OSTR�AI Yst, ST 959 REV. AB LAYOUT AND WD,,D IN 'TALE q 77p TERIOR POST CDLUMNS ADDon. COMRFI(E ERO BEACH, F( ,/7967 FT PrP' r CI lAII,A _— � 09'27-99 RfySfO TO DfLF7c' u�.,.;_,.... __