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HomeMy WebLinkAbout6005 GALL BLVD (2) BUILDING SPECIFICATIONS Ceco Quality Metal Building Systems From Your Construction Professionals 1) THE STRUCTURE SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE PURCHASE ORDER. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM EA AT T -' Building _ _ OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS IOWA MUST BE DONE UNDER THE ADVICE OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. THE METAL M B MA °wumcernA__ BUILDING MANUFACTURER WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED ON THESE DRAWINGS. '� rueuanwc Syste METAL eu�anc�urarFan xs,�soaual 2) THIS METAL BUILDING IS DESIGNED WITH STANDARD DESIGN PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. CK OUNT MBMA MEMBER AISC MB SBCC1 A Robertson Ceco Company NO CAROLINA AMERICAN INSTITUTE OF STEEL CONSTRUCTION: SPECIFICATION FOR THE DESIGN, *OLU BUS FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9th EDITION. ISSI IPPI NORTH AMERICAN SPECIFTCA710N FOR THE DESIGN OF COLD SOUTHERN REGION I EASTERN REGION I MIDWESTERN REGION OUASAR MIAMI•DADE UL FM FORMED STRUCTURAL MEMBERS. 2001 EDITION WITH 2004 SUPPLEMENT. P.O. BOX 911 P.O. DRAWER 2387 P.O. BOX 72 � ° 2400 HIGHWAY 45 NORTH I 100 RED IRON ROAD 305 NORTH IRIS STREET MT. PLEASANT MIAMI DADE ROOF SYSTEMS APPROVED COLUMBUS, MS 39705 ROCKY MOUNT, NC 27802 MOUNT PLEASANT, IA 52641 IOWA MAP, CXP MAP, MVR, CRP CXP ROOF SYSTEM AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE AWS 01.1-2004, (662) 328-6722 (252) 977-2131 (319) 385-8001 AND AMYS D 1.3-1998 CLP, CXP CANADIAN INSTITUTE OF STEEL CONSTRUCTION: CAN/CSA-S16-01 LIMITS STATES DESIGN DESIGN LOADING DRAWING INDEX THESE DRAWINGS FOR OF STEEL STRUCTURES CSA W59-2003 WELDED STEEL CONSTRUCTION ___Cv __ COVER SHEET ❑ FINAL CONSTRUCTION DRAWINGS THIS STRUCTURE IS DESIGNED AS REQUIRED BY WIND SPEED: 123 0 MPH CSSBI S8-2001_ QUALITY AND PERFORMANCE SPECIFICATION FOR PEFINISHED SHEET STEEL 2004 FT O IDA STATF RU!!DING CODE EGi_EG3 ERECTION GUIDE USE FOR BUILDING PRODUCTS. TERRAIN EXPOSURE: �,...@- --- -_ STRUCTURAL DRAWINGS E1 _ PRIMARY STEEL PLAN OCCUPANCY CATEGORY: NORMAL BUILDING ENVELOPE PARTIALLY ENCLOSED -- THESE DRAWINGS REPRESENT THE 3) MATERIAL PROPERTIES OF STEEL PLATE AND SHEET STEEL USED IN THE FABRICATION OF PRIMARY RIGID ROOF LIVE LOAD: 20.0 PSF, ALLOWABLE CODE LOAD __E2,E3-_ ROOF FRAMING PLAN PRIMARY STRUCTURAL FRAMING BEING FRAMES AND ALL PRIMARY STRUCTURAL FRAMING MEMBERS (OTHER THAN COLD FORMED SECTIONS) CONFORM REDUCT70N INTERNAL PRESSURE COEFI-7CIENT (GCp!): f 0.55 - - USED ON THIS PROJECT AND DEPICT . E3, E4_ SIDEWALL ELEVATIONS THE FINAL DESIGN. A FINAL SET OF TO ASTM A-529 OR A-1011 OR A-572 WITH A MINIMUM YIELD OF 50,000 PSI. IMPORTANCE FACTOR (1w): 1.0 CONSTRUCTION DRAWINGS WILL BE 4) MATERIAL PROPERTIES OF COLD FORMED LIGHT GAUGE STEEL MEMBERS CONFORM TO THE REQUIREMENTS ROOF COLLATERAL LOAD: 3.0 PSF, ON PURLINS AND E5_E7 ENDWALL ELEVATIONS SUPPLIED PRIOR TO STEEL DELIVERY FRAMES. TOPOGRAPHIC FACTOR (Kzt): 1.0 OF ASTM A-1011 OR A-653, WITH A MINIMUM YIELD OF 55,000 PSI. _ L-- CROSS SECTIONS SHOWING FRAME CROSS SECTIONS, Cl_C PIECE MARKS, SHEETING AND FLASHING RAINFALL INTENSRY 11.0 SAVE CONDITIONS LAYOUT AND CONSTRUCTION DETAILS 5) HIGH STRENGTH BOLTS AND THEIR INSTALLATION SHALL CONFORM TO ASTM SPECIF7CA770N A-325. TIGHTENING Building shall comply with ___?i-_- ROOF PANEL LAYOUT OF THESE BOLTS ON PRIMARY FRAMING IS REQUIRED UNLESS SNUG TIGHT INSTALLATION IS APPROVED BY THE 11CaC�e codes of f RAINFALL INTENS ITY.• 13.0 VALLEY/PARAPET CONDITIONS - FOR THIS PROJECT. METAL BUILDING ENGINEER. TURN-OF-NUT METHOD, PER "AISC SPECIFICATIONS FOR STRUCTURAL JOINTS" IS AN the APP --_P2 -_ FLASHING LAYOUT ACCEPTABLE METHOD FOR BOLT TIGHTENING. ALL BOLTS CONNECTING COLD FORM MEMBERS SHALL BE SNUG Florida Fire Prevention Handbook D1-010_ GENERAL DETAILS 6) ALL STEEL MEMBERS EXCEPT BOLTS AND FASTENERS SHALL RECEIVE ONE SHOP COAT OF INHIBITIVE PRIMER P �Y1 City p � hills ANCHOR BOLT PLANS UNLESS STATED OTHERWISE IN THE CONTRACT. El APPROVAL DRAWINGS 7) SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, (DO NOT USE FOR CONSTRUCTION) UNLESS STIPULATED ON THE PURCHASE ORDER. APPROVAL ORDERS MUST BE RELEASED FOR FABRICATION WITHIN CONTRACTOR RESPONSIBILITIES APPROVED THIRTY (30) CALENDAR DAYS AFTER T11111S THE SUBMITTAL DRAWINGS ARE ISSUED 1) THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE by Fire Marshal of ZCphy OR THEY WILL BE SUBJECT TO ANY AGENCY AS REQUIRED. With CO F S ppvide(1 Wi h pli(s) CURRENT PRICE INCREASES. i p. r �'✓ .^ , l! SPECIAL ATTENTION SHOULD BE 2) APPROVAL OF THESE DRAWINGS AND CALCULATIONS INDICATE THAT THE METAL BUILDING MANUFACTURER GIVEN IN APPROVING DETAILS AND/OR HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS, SPECIFICATIONS DIMENSIONS, PLEASE VERIFY BY AND THE PURCHASE ORDER. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICE, 9th EDITION) THE CONTRACTOR 7S TO CONFIRM THAT THESE LOADS COMPLY WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT. INDICATING "OK" 3) WHERE DISCREPANCIES EXIST BETWEEN THE METAL BUILDING PLANS AND THE PLANS FOR fl PRELIMINARY DRAWINGS OTHER TRADES, THE METAL BUILDING PLANS WILL GOVERN. (SECT. 3.3 AISC CODE OF (DO NOT USE FOR CONSTRUCTION) STANDARD PRACTICE, 9th EDITION) 4) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY THE METAL BUILDING MANUFACTURER ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ENGINEERS OTHER THAN THAI ` METAL BUILDING ENGINEER UNLESS SPECIFICALLY INDICATED ON THE PURCHASE ORDER. Robert Y. Heaves, P.E. 5) THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE #28380 Columbus, MS. WITH THE METAL BUILDING DRAWINGS. Gerald L. Hatch, P.E. 6) TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK OR OTHER ELEMENTS SERVICEABLITY.- #55933 Columbus, MS. REQUIRED FOR ERECTION WILL BE DETERMINED, FURNISHED, AND INSTALLED BY THE ERECTOR. (SECT 7.9.1 DEFLECTION: L/180 FOR PURLINS AND FRAMES Richard T Smith, P.E. AISC CODE OF STANDARD PRACTICE, 9th EDITION) DRIFT L/125 FOR FRAMES #43547 LaGrange, GA. 7) IT IS THE CONTRACTORS RESPONSIBILITY TO APPLY AND OBSERVE ALL PERTINENT STATE AND FEDERAL Gilliam S. Harris, P.E. _______________ _ '("1 SAFETY RULES AND REGULATIONS, AND PER OSHA STANDARDS AS APPLICABLE. #55176 Columbus, MS. 8) THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL SHIPMENTS RECEIVED. SHORTAGES MUST BE REPORTED TO THE METAL BUILDING MANUFACTURER WITHIN 48 HOURS OF DELIVERY. THESE DRAWINGS COVER THE STRUCTURAL LAYOUT AND DETAILS OF THE FRAMING AND FOR QUESTIONS OR ASSISTANCE CONCERNING COVERING PARTS THAT ARE MANUFACTURED AND SHIPPED BY THE METAL BUILDING YOUR CECO BUILDING, CALL OUR FIELD SERVICES (W1 9) IF THE DOORS AND WINDOWS FOR THIS BUILDING WERE NOT PURCHASED FROM THE METAL BUILDING MANUFACTURER EXCEPT ACCESSORIES SUCH AS DOORS, AWNINGS, WINDOWS, TRANSLUCENT REPRESENTATIVE AT SOUTHERN REGION 11 MANUFACTURER AND THIS BUILDING IS DESIGNED AS AN 'ENCLOSED' BUILDING ENVELOPE, THEN ALL PANELS, OTHER MANUFACTURER'S PANELS, MEMBERS DESIGNED BY OTHERS SUCH AS BAR BOBBY KILPATRICK (662) 243-2729 BOORS AND WINDOWS THAT ARE INSTALLED IN THE BUILDING MUST BE DESIGNED TO WITHSTAND A WIND JOISTS, LOWERS AND VENTILATORS, ALL ASSUMED TO BE PROPERLY DESIGNED FOR COMPONENT AND CLADDING WALL PRESSURE CONSISTENT WITH THE DESIGN WIND SPEED AT THE WINDOW APPROPRIATE LOADS, AND IS EXCLUSIVE OF OTHER PARTS OF THE PROJECT SUCH AS THE ELEVATION, FAILURE TO PROVIDE ADEQUATE DOORS AND WINDOWS COULD RESULT IN FAILURE OF THE FOUNDATION, MASONRY WALLS, MECHANICAL EQUIPMENT AND ERECTION OF THE BUILDING. THE BUILDING AT OR BELOW DESIGN WIND SPEED. BUILDING MUST BE ERECTED IN ACCORDANCE WITH 774ESE ERECTION DRAWINGS PREPARED BY THE METAL BUILDING MANUFACTURER ON A PROPERLY DESIGNED FOUNDATION. IF THE DRAWING USAGE S RU CT U RAL DRAW 1 N GS 10) FROM i AISC CODE OF STANDARD PRACTICE - Z12 CORRECTION OF ERRORS: FOUNDATION DESIGNER DOES NOT HAVE THE BUILDING FRAME REACTIONS PROVIDED BY THE 'NORMAL ERECTION OPERATIONS INCLUDE THE CORRECTION OF MINOR MISFITS BY MODERATE AMOUNTS METAL BUILDING MANUFACTURER, THEY SHOULD REQUEST THEM FROM THE METAL BUILDING DRAWN DATE SWIIERN REGION JOB NO. CP.O. OF REAMING, CHIPPING, WELDING OR CUTTING, AND THE DRAWING OF ELEMENTS INTO LINE THROUGH MANUFACTURER. PRE-SOW 11-16-06 Ceco Building Systems DRAKER 911 11-B-60317-1COLUMBUS, MISS7SsPPI 39703 THE USE OF DRIFT PINS ERRORS WHICH CANNOT BE CORRECTED BY THE FOREGOING MEANS OR WHICH CHFCXEIJ DATE a Roberfsaa Ceco eampony (662)328-6722 MEMBER REQUIRE MAJOR CHANGES IN MEMBER CONFIGURATION SHOULD BE REPORTED IMMEDIATELY TO THE S1FVE 11-17-06 OVNER AND FABRICATOR BY THE ERECTOR, TO ENABLE WHOEVER IS RESPONSIBLE EITHER TO ENGINEER DATE CUSTOMER: SHIP TO: M B M A CORRECT THE ERROR OR TO APPROVE THE MOST EFFICIENT AND ECONOMIC METHOD OF CORRECTION RED RABBIT STORES RED RABBIT STORES LE' fl -Q& PO BOX 48667 GEIGER ROAD SHEET NO. TO BE USED BY OTHERS.' SCALE SAINT PETERSBUR FL 33743 ZEPHERHILLS FL 33539 REVISION DESCRIP77ON I DETAFLER DATE ENG. HDAE N.TS ED COINRON PASCO COUNTY CVl of I BUILDfl'U SFLALL LOMP LY WITE ALL APPLICABLE BUILDING, ELECTRICAL.., PLUMBING ANTJJ MECHANICAL CODES AISC CODE OF STANDARD PRACTICE FIELD TOLERANCES INSTALLING A325 HIGH STRENGTH BOLTS SUGGESTED METHOD OF PURUN ATTACHMENT TOLERANCES FOR SETTING ANCHOR RODS By Tum—of—Nut Method as stated in "Specification for Structural Joints Using A325 OR A490 Bolts" 7.5.1. Anchor Rods and foundation bolts are set by the owner in 1 l by accordance with an approved drawing. They must not vary from the Research Council on Riveted and Bolted Structural Joints or the dimensions shown on the erection drawings by more than the following: 1 j I Engineering Foundation, February 4, 1976. + endorsed by American Institute of Steel Construction and by (a) 1/8—inch center to center of any two bolts within an Anchor Rod I ` Industrial Fasteners Institute. PURUN PURUN group, where on Anchor Rod group is defined as the set of Height (t) TOLERANCE Anchor Rods which receive a single fabricated steel shipping piece. I 10' 3/8" I 1.) Align the connection holes with enough drift pins to maintain the dimensions and plumbness of the structure. (b) 1/4—inch center to center of adjacent Anchor Rod group. 12' 1/2" 1 300 15' 9/16" 300 2.) Enough bolts shall be brought to a "snug—tight" condition to insure that the (c) Elevation of the top of Anchor Rods t 1/2—inch. ( 20' 13/16" parts of the joint ore brought into good contact with each other. ("snug—tight" HANGER "Z" PURUN is defined as the tightness attained by a few impacts of an impact wrench or ROD CUP (d) Maximum accumulation of 1/4—inch per hundred feet along the I I ' 1 3/i6" I the full effort of a man using an ordinary spud wrench.) OD. ANGLE established column line of multiple Anchor Rod groups, but not to 25 OR CHAT exceed a total of t inch, where the established column line is the 1 45' 1 13/16" I 3.) Bolts shall be placed in any remaining holes in the connection and brought to actual field line most representative of the center of the as—build 60' 2 3/e" I snug—tightness. DO NOT INSTALL HANGER DO NOT INSTALL PURUN CUPS OF ANY Anchor Rod groups along a line of columns. I I ROD IN FLANGE OF PURUN KIND ON FLANGE OF PURUN AS SHOWN I 4.) All bolts in the connection shall be tightened additionally by the applicable THE INCORRECT WAY (e) 1/4—inch from the center of any Anchor Rod group to the + I amount of the nut rotation specified in 'Table A' with tightening progressing established column line through that group. i systematicaly from the most rigid part of the joint to its free edges. during this operation there shall be no rotation of the part not turned by the wrench. (f) The tolerances of paragraphs b, c and d apply to offset I 1 dimensions shown on the plans, measured parallel and perpendicular )BOLT GRIP CHART to the nearest established column line for individual columns shown on the plans to be offset from established column lines. 1/2' A325 BOLT 3/4" A325 BOLT 7.5.2. Unless shown otherwise. Anchor Rods ore set perpendicular to the COLUMN ALIGNMENT TOLERANCES GRIP LENGTH GRIP LENGTH BNNGT PURUN ANGLE (w/ 2 theoretical bearing surface. SELF—DRILLERS 1/16" — 9/16" 1 1/4" 1/4" — 5/8" 1 1/2" (NOT BY CECO) 7.5.3. Other embedded items or connection materials between the structural 5/8" — 1 1/16" 1 3/4" 11/16' — 1 3/16' 2' steel and the work of other trades are located and set by the owner in 1 1/8" / / / / '— 1 9 16' 2 1 4" 1 1 4" — 1 11 16" 2 1 2 HANGER ROD accordance with approved location or erection drawings. Accuracy of these / / (NOT BY CECO) items must satisfy the erection tolerance requirements of Section 7.11.3 1 5/8" — 1 13/16" 2 1/2" 1 3/4" — 2 3/16" 3" SEE EXAMPLE 7.5.4. All work performed by the owner is completed so as not to delay or 1 7/8" — 2 1/16" 2 3/4" 2 1/4" — 2 5/8' 3 1/2' BELOW interfere with the erection of the structural steel. --..� —GRIP NOTE "Full thread engagement is deemed to SUGGESTED METHOD MEZZANINE BEAM have been met when the end of the bolt is flush with the face of the nut." SPECIFIED COLUMN An angle is self—tapped to the web of the purlin to catch hanger rod. This CENTERLINE g pP g d=1/4' method does not preclude other forms of attachment to the purlin web. STEEL LINE BOLT LENGTH The total hanger load shall not exceed the design collateral load for the building. a sample calculation is shown below: TAB F A 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. NUT ROTATION'S FROM SNUG—TIGHT CONDITION See cover sheet for design collateral load for this building. t1 8" MEZZANINE BEAM HEIGHT TOLERANCE Note: If this building is designed for 0 psf collateral load, then adding any ±1/4" DIA 1/3 TURN 1/2 TURN suspended system (ie. duct work, piping, lights, ceilings, etc.) will Pe Y P P 9. 9 9 1/2' 2" AND SHORTER OVER 2", NOT OVER 4' correspondingly reduce the design live load. SIDEWALL 3/4" 3" AND SHORTER OVER 3", NOT OVER 6" 7/8" 3 1/2" AND SHORTER OVER 3 1/2". NOT OVER 7" 1' 4 AND SHORTER OVER 4", NOT OVER 8" t1/8' 1 1 1 1/4' 5" AND SHORTER OVER 5". NOT OVER 10" 1 1/2" 6" AND SHORTER OVER 6", NOT OVER 12" 300hhh1 j 300 j �l It ll Impact wrenches, if used, shall be of adequate capacity and j I I , sufficiently supplied with air to perform the require tightening of each bolt in approximately 10 seconds. ±1/8" I j ** Nut rotation is relative to bolt regardless of the element (nut or bolt) being turned. For bolts installed by 1/2 turn or less, ANCHOR ROD f II the tolerance should be (+) or (—) 30 degrees. SETTING TOLERANCES J I I I •" Bolt length is measured from the underside of the head Robert Y. Heaves, P.E. to the extreme end of the threaded portion. #28380 Columbus, MS. 1 I I I Gerald L. Hatch, P.E. 1 I I I BOLT TIGHTENING PROCEDURE. FOR A325 BOLTS #55933 Columbus, MS. 1.) Turn—of—nut is an acceptable method of tightening bolts. Richard T Smith, P.E. I I #43547 LaGrange, GA. r 2.) If impact wrench is used. It must be calibrated in accordance with the 3 I I Gilliam S. Harris, P.E. — — � o Turn—of—Nut Method or the method of tightening being used. w z #55176 Columbus, MS 1112" 1 1 1 3.) The AISC recommends continuous monitoring of the installation process by the / I , I I , I inspector in lieu of an after—the—fact inspection when Turn—of—Nut tightening is t1 8' FINISH FLOOR I used. I I BASE PLATE AND I ! ANCHOR ROD TOLERANCES 1 ' 300 300 I 300 I �7 Ii ' 1 � 11 DRAWNG USAGE I ] STRUCTURAL DRAWINGS SIDEWALL DRAi11 DATE SOUTHERN REGION JOB NO. PLAN VIEW s SDW 11-16-06 -Ceco Building Systems P.O. DRONER 911 11-B-60317-1 ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES PRE CHECKED DATE a Robertson Ceco company (662)COLU 328-6722BUS 9'PP1 39703 (662) MEMBER STEVE 11-17-06 CUSTOMER: SNIP TO: PRE ENGINEER DATE RED RABBIT STORES RED RABBIT STORES M B M A c',1 I I R �l-i7 PO BOX 48667 GE1GER ROAD SCALE SAINT PETERSBUR FL 33743 ZEPHERHILLS Fl. 33539 SHEET NO. [REWSION DESCRIPTION IDETAILER DATE ENG. DATE N.TS ED COTHRON PASCO COUNTY 561 of 3 BUILDING SHALL COMPL\ WITH ALL APPLICABLE BUILDING, ELECTRICAL,PLUMBING AND MECHANICAL COPES Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. a.A. E6 E6 E6 E5 E2 Et Z4 Z3 Z9 IP02C yp) p Zf TYP. Z1p P02D 8 ,) 6 TYP Z4 PD2D A C •) Z7 (fl ) Z5 PD2D TYP Z9 PP020 -D2D PD2 .) PD2 / PD2 PD2 ( ) P02D (TYP (TYP.) Z4 PD2D PD20 PD217 (TYP.) P02B 1" 1P028 (7W.) / 'Q \-PD28 PD28 FBI F81A FB1A FBIA FBJA S1 (TIP) \` � S1 (7W) \\ SEE DETAIL ' j.s 31 (7W) S1 (1YP} . H'Qo0 FBI ____ __ ____ - __ ___ ___ ___- ___ __ ___ - ___ ___- -S.-- .-SEE DETAIL / SI (1W) � / St (TYP) a `'� a / o\°°a eLD'G 2' St (TrP)/ SJ UK,) R°o FB2A FB2A F82A FB2A 31 (7W) 04 Si;DETAIL ' si (7W) �- �'- � °90 ST (7YP) � Si (IYP) FBI FBIA FBIA FB1A FBIA S1 (TYP) SEE DETAIL 0900,4 S1 (TYP) �/ 9 S1 ) FB1 F81A FBIA FBIA FBIA m mfl- - PD2A\ m PD2A PD2A � PD2A \ / a SEE DET AB / Z9 Z4 PD2D P02 Z4 PD2D / PD2 ® FBI P02 Z9 ® FB1A O B FBIA FB/A APO ) FBIA PD2D Z9 �'QOp R0O Z4 PD2D E9 E10 E3 E4 E8 E9 E9 D A" B" SEE DETAIL 'AB" - 8 MASONRY 8'MASONRY 24-4 24-8 19'--8 20-0 20-0 20'-0 19'•-4 49=0 OUT OUT STEEL 99=0 OUT OUT STEEL 150'-O OUT/OUT CONCRETE. c ) SEE E3OF7 (3 ` D cb FOR SEC770N"A"- HIGH SIDE ROOF FRAMING PLAN 6X6XJ'L A325 BOLT ERECTOR NOTE• ALL ROOF RODS ARE PERMANENT AND l SHALL B21 BE REMOVED AFTER THE BUILDING HAS BEEN ERECTED. Robert Y. Neaves, P.E. -USE CL77 RAKE ANGLE STRAP AT G #28380 ColUlribuS, MS. EACH PURLIN AT BOTH ENDWALLS 1 <� A+C' REFER TO DETAIL SHEETS FOR ! V Gerald L. Hatch, P.E. ADDITIONAL INFORMATION. l SYMBOL KEY #55933 Columbus, MS `ti, l Richard T. Smith, P.E. -USE CL276 TO FASTEN RAKE ANGLE TO EAVE STRUT. SEE DETAIL SHEET FOR ADDITIONAL � !9-DENOTES CL493 #4.3547 LaGrange, GA. INFORMAPON Gilliam S. Harris, . I #55176 Columbus, MS. p DRAINNG USAGE STRUCTURAL DRAWINGS SE -"AC" DETAIL ��A17 �� DRAWN DATE BERN RE aY JOB N0. WIND BRACE ROD ATTACHMENT TO LEDGER ANGLE PRE-SDW 11-16-06 =Ceco Building Systems COLUMBU I ssrPP!3.9703 11-B-60317-1 2 PRE CHECKED DATE a Robertson Ceco company (662)328-8722 MEMBER 2 Z_SEC77ON LAP TABLE STEVE 11-17-06 CUSTOMER: SHIP M V M A KEY PLAN PR£ ENGINEER DATE RED RABBIT STORES RED RABBIT STORES 3 BLDG. f 4 3II I 4 SYMBO LAO (I'-I) YMBOL LAP(LE2GTH) /L ii-iJ-6G PO BOX 48667 GEIGER ROAD BLDG.J2ftj 1'-0 (f'-f) _(13> 2=6 (2=7) SCALE SAINT PE7ERSBUR FL 33743 ZEFHERHILLS FL 33539 SHEET NO. 1 (H.S) 1 (H S) 1-6 (i'-7) 3-O (3-21) ED C07HRON PASCO COUNTY 2-0 (2=1) 3-6 (3'-7) REVISION DESCRIPTION DETAILER DATE _ERG. _DATE N.T.S E2 of 7 -- $ Iy 1s AFL t t C)(vlt` ' x 7 TH ALL APPLICI L ELECTRICAL,?'A" MECHANICAL.-C 6X6XL FOR LEDGER ANGLE I II I i-.. I II I = Lw II I I II I II I :I: II I = a i II I U- i II I � o " e" I I I O TO ROOF LINE FOR(NOT BY CECO) 14 I OPEN TO ROOF LINE FOR I I I W cL aMASONRY --�-} 8 I I I °° MASONRY (NOT BY CECO) I I I Eli r�� I II I � I II Z11 Z13 TYp I I I I I I I I I II I I II I 4'-6 15'-6 15'-6 4'--6 w t 20'-0 20'--0 o N 2 SIDEWALL ELEVATION "1" SIDEWALL ELEVATION "2" CL262 Z14 CL262 � � w CARWASH CARWASH � N ROOF B" 8" 8" 4�6 14-6 Robed Y. Neaves, P.E. 20'--0 OUT OUT CONCRETE #28380 Columbus, MS. Gerald L. Hatch, P.E. 8" BLOCK WALL #55333 Columbus, MS. HIGH SIDE Richard T Smith, P.E. #43547 LaGrange, GA. CARWASH FRAMING PLAN Gilliam S. Harris P.E. #55176 Columbus, MS SUPPLING MATERIAL FOR CARWASH LEDGER ANGLE,PURLINS,CXP ROOF PANELS,MVW BACK PANELS,GUTTER AND DOWNSPOUTS 58'-7 OUT/OUT OF STEEL 60'-0 OUT/OUT MASONRY DRAWING USAGE STRUCTURAL DRAWINGS DRAWN DATE " HERO REaON JOB N0. "A-A" PRE-SDW 11-16-06 ' 11� P.O. DRABER 911 2 SECTION A-A PRE CHECKED DATE raCeCo iISOn�ufl up n'y� $�8 6h?S11-8-60317-1 (66) 326 6722SSPP1 3970.3 2 STE1'E 11-17-06 (861 31&-8722 MEMBER 3 E&DG#1 KEY PLAN 4 3 4 CUSTOMER: SHIP In PRE E7yG1NEERR DAlE RED RABBIT STORES RED RABBIT STORES BLDG#22 ,,..I7 PO BOX 48667 GEIGER ROAD M B M A SAINT PETERSBUR FL 33743 ZEPHERHILLS FL 33533 ctpp 1 (H.S.) 1 (1LS.) SCALE ED COTHRON PASCO COUNTY SHEET NO. E Tf 7 REVISION DESCRIPTION DETAILER DATE ENG. DATE BUILDING SHALL COMPLY ' IT' ALL APPLICABLE RUi U NG, ELECTRICAL, PLU MA L�Ng_ MECHANIC, L ,`:;_;ri,; a, C �3 CL266 CL266 CL266 CL266 CL2CL27J CL273 CL273 CL273 CL268 CL266 CL268 CL268 CL268 PC28 RKW10 PC28 c� W w o c�i x U OPEN TO ROOF LINE Z v OPEN TO ROOF LINE I- FOR MASONY&MATERIAL BY 07HERS y m FOR MASONY&MATERIAL BY OTHERS Z (NOT BY CECO) ti (NOT BY CECO) ko v h U U 8 - _ I . 24'-4 24L8 19'-8 20.0 20-0 20-0 150'-O OUT/OUT STEEL 2 ,J 6 ± 6 7 CF2A COL. CF2B CF2B CF28 CF2 SIDEWALL ELEVA770N "l" AT GRID LINE 'A" BUILDING "1" SIDEWALL ELEVA nON '1" AT GRID LINE "A" BUILDING 2" CL255 CL255 CL255 CL255 CL255 CL268 CL268 CL268 CL268 CL268 CL273 CL273 CL273 CL273 CL273 PC28 RKw1E -PC28 I- OPEN TO ROOF LINE FOR MASONRY BY OTHERS (NOT BY CECO) to to ti 8" : 8' 19-4 20-0 20-O 20'-O 19-8 24-8 24.4 150'-O OUT/OUT MASONRY 1 Cb cb ± 4 L'J l J O F/S Cf7A WIND COL. CRB c"B C"S C"a co SIDEWALL ELEVA 77ON "2" AT GRID LINE "B" SIDEWALL ELEVA770N "2" AT GRID LINE "B" BUILDING "1 BUILDING "2" Walls ' 1) Structural support for the wall system furnished by others is not provided by Ceco Building Systems. Robert Y. Neoves, P.E. 2) The wall system furnished by others along column line 1,3 and 8 shall be designed to resist 2.5,4.8 AND 2.14 kips(respectively) of #28380 Columbus, MS wind/seismic load applied to the top of and in the transverse direction of the wall system. Ceco has not Gerald L Hatch, P.E. designed the connection attaching this wall to the Metal Building System. This connection must be #55933 Columbus, MS. designed by a professional engineer. Richard T Smith, P.E. \� , 43547 LaGrange, GA. Gilliam S. Harris, P.E. #55176 Columbus, MS. DRAWNG USAGE STRUCTURAL DRAWINGS DRAWN DATE SOUTHERN REGION JOB NO. PRE-SDW 11-16-06 Ceco Building Systems PD. DRARER 911 11-8-60317-1 2 PRE CHECKED DATE s a Robertson Ceco company? (662 BUe-.8722SSPR 39703 MEMBER STEVE 11-17-06 2 PRE CUSTOMER.• SHIP TO• RED RABBIT STORES RED RABBIT STORES M B M A 3 ENGINEER DAZE KEY PLAN BLDG., 1 BLDG. 4 3 4 �� t1-17-0$ PO BOX 48667 GEIGER ROAD SCALE SAINT PE7ERSBUR FL 3374$ ZEPHERHILLS FL 33539 tp 1 (H.S.) 1 (MS.) N.T.S. ED CO7HRON PASC0 COUNTY E4 EDo 7 REVISION DESCRIPT10N OETAILFR DAZE ERG. DAlE BUILDING SHALL COMIPI,'y :II'I.'H ALLAPPLICABLE BUILDING --...............---_--....----.._....-_._.._ .-.._.__..___..__.____._...__.____... ELECTRICAL,PLUMBENC MECHANICAL CODES " MAX. 8" 12 0.25 3-6k Y-6 41 46 46 46 46 46 4'-6 4'-6 46 4'-6 3'-6 3=S ROOF PURLIN XA1X(6X6X(L) XA2X(6X6Xa L) XA3X(6X6XfL) — — — � ti (41 ! m,i OPEN TO ROOF LINE o` FOR MASONRY BY OTHERS (NOT BYCECO) °' I f y j LEDGER ANGLE 6X6X3/8 Attachment of ledger angle to the other construction is N.B.C. MASONRY ANCHOR 587 OUT our s7m (NOT BY CECO) END WALL ELEVA770N '4" AT GRID LINE 3" V MASONRY WALL BUILDING 1 (NOT BY CECO) TI 12 0.25�- DETAIL @ END WALLS 2'6 i 1 =6 4'•-6 PURLIN`�� CL716 XA6X(6X6X8'L) /oz XASX(6X6XrL) ` XA4X(bX6X�L) / / 0 V.. 4i OPEN TO ROOF LINE 'i/ -� FOR MASONRY BY OTHERS o i �j (NOT BY CECO) w Q'F ri MASONRY ANCHOR (NOT BY CECO) 6 X 6 X LEDGER ANGLE I 1\ Robert Y. Heaves, P.E. 58-7 OUT OUT STEEL #28380 Columbus, MS LEDGER ANGLE WDETIL ALLS Gerald L. Notch, P.E. d@ END WALL ELEVA77ON "3" AT GRID LINE "1" A TYPICAL @ END #55933 Columbus, MS BUILDING 1" Richard T. Smith, P.E. #43547 LaGrange, GA. Gilliam S. Harris, P.E. #55176 Columbus, MS. Walls 1) Structural support for the wall system furnished by others is not provided by Ceco Building Systems. DRAN7NG USAGE STRUCTURAL DRAWINGS 2) The wall system furnished by others along column line 1,3 and 8 shall be designed to resist 2.5,4.8 AND 2.14 kips(respectively) of wind/seismic load applied to the top of and in the transverse direction of the wall system. Ceco has not DRAT DA7E SOUIKERN RE 'ON JOB NO. designed the connection attaching this wall to the Metal Building System. This connection must be PRE—SDW 11-16-06r=MCOCO Building SystemsP° °RAPIER 911 11-B-60317-1 2 PRE CHECKED DATE a Robertson Ceco company (662)B28 IllISSJSSfPP!39703 designed by a professional engineer. {sss)ass-s7s2 MEMBER s7FVF 11-17-06 d 2 PRE ENGINEER DA7f KEY PLAN CUSTOMER: SHIP R M B M 3 BLDG.#1 4 RED RABBIT STORES RED RA@@IT STORES BLDG,42 3 4 SCALE l?' � SAINT PE1ERSBUR FL 33743 ZEPHERHILX 48667 GEiGER LS FL 33539 SNEEr NO. 1 (H.S.) T (H S) ED COTHRON PASCO COUNTY REI4SION DESCRIP77ON DETAILER DATE ENG DAlE N.1 S E5 of 7 BUILDING SHALL COPAPL a' WITH ALL APPLICABLE BGILXI C , ELECTRICAL,PLUMBIN ; MECHANICAL CODEL' Page is too large to OCR. " MAX. 8" PURLIN CL716 ROOF PURLUN MASONRY ANCHOR (NOT BY CECO) 6X6X LEDGERANGLE LEDGER ANGLE j I 6X6X3/8 Attachment of ledger angle to the other construction is N.B.C. MASONRY ANCHOR LEDGER ANGLE DETAIL (NOT BY CECO) TYPICAL 0 END WALLS MASONRY WALL (NOT BY CECO)1212 � 1 a DETAIL ®.ENDWALLS '-g 4'-8 4'-8 4!_8 74'-1 4'-B 4'-8 2-10 2'-10 4'--8 4'--8 4�7' 4'-8 4'-8 4'-8 2'-9/j TOP OF PARAPET 16=-0 TOP OF PARAPET 16'-0 Robert Y. Neaves, P.E. J- XA14X(6X6Xa'L) XA14X(6X6Xa"L) XA13X(6X6Xj'L) #28380 Columbus, MS XA13X(6X6Xa L) �.. Gerald L. Hatch, P.E. #55933 Columbus, MS. Richard T. Smith, P.E. Q e OPEN TO ROOF UNE w w w #43547 LaGrange, GA. OPEN TO ROOF LINE � FOR MASONRY BY 07HERS o FOR MASONRY BY OIHERS °° o (NOT BY CECO) �' Gilliam S Harris, P.F. (NOT BY CECO) #55176 Columbus, MS. 8 8. 35-0 OUT OUT MASONRY 35'-0 OUT OUT MASONRY END WALL ELEVA710N "4" END WALL ELEVATION "3" & INTERIOR WALL FROM ELEVATION #4 & INTERIOR WALL FROM ELEVATION #3 CARWASH CARWASH \\ \ DRAWNG USAGE STRUCTURAL DRAWINGS DRAW DATE Building REGION JOB NO. PRE-SDW 11--16-06 -COCO Bu lding Systems P.O. DRAIWR 911 11—B-60317-1 2 PRE CHECKED DA 7E a Robertson Ceco company COLUMBUS, MISSISSIPPI 39703 2) 328-6722 MEMBER S_ (66 CUSTOMER: SHIP TO. 2 7-06 3 BAG KEY PLAN 4 3 PRE ENGINEER DATE 4 �t-17 RED RABBIT PO BOX 48667 STORES GEIGER ROAD ED RABBIT STORES M B M A N BLDG.jf2 SAINT PEEERSBUR FL 33743 ZEPHERHILLS 1z 33539 SHEET NO. I (H.S.) 1 (H.S) SCALE ED C07HRON PASCO COUNTY of 7 REV1S10N DESCRIPRON JDETAILV? ]DA 7E ENG. DA N BUILDIN(i SI-IAI,L 'C €'s '' ALL APPLICABLL -� MECHANICAL :O )) U-1 AMAGE309 FRAME = Active/Eng/11—B-60317/ver01—mambiath/Bidg—A/Orftg/xO1L /1MAGE309 FB SET= EN mG/11—B-60317/ver01— ambiath/8ldg—A/Orftg/xO1L FRAMEE CLEARANCES ARE APPROX/MA it MAY VA DUE TO COND A AND � (DEFLEC77ON). VER77CAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVA770N. 12 0.25 3-5 3'-6 4'-6 4'-6 4=6 - 46 4-6 4_6 4=6 4=6 4 -6 4'-1 3=6 3'-6 k 8.0X0.3125 cr 6.0 X 0.3125 6.0 X 0.3125 cn 23.5X0.25 23.5 X 0.1489 23.5X0.25 6.0X0.5 6.0X0.25 6.0 X 0.375 FBI NS OR FS FBI NS OR FS F82 NS OR FS FBI NS OR FS FBI NS OR F5 FB1 NS OR FS FB1 NS OR F5 I 1I 1 1 R1AB �./ � 0 `! � f II ,• RIAA f // ' r D f f CI 35X05 3-0 B 317 'c, // ti 52-5 2.75X0 : /� o N /O/ ) f n k e7I I C h j /� : v <o o I \ i Robert Y. Neaves, P.E. / f #28380 Columbus, MS. Gerald L. Hatch, P1. �/ '% #55933 Columbus,MS. ELFv '// Richard T. Smith, P.E. ' I A L #43547 LaGrange, GA. I Gilliam S. Harris, P.E. o s #55176 Columbus, MS. 58'-7 OUT OUT SIEFL CF1A COL A i\ CF2A W1NQ COL CROSS SECTION AT FRAME LINE 2" \\\ \\ DRAWING USAGE STRUCTURAL DRAWINGS DRAWN DATE SOUTHERN REGION JOB NO. PLATE SIZE TABLE SPLICE BOLT TABLE PRE PRE—SDW 1I—I�D6 a.a nRA s11 ._Coco Suildinq Systems 11-8-60317-1 CHECKED DATE s o Robertson Ceco company COLUMBUS, MISSISSIPPI 39703 COMM. LOW SIDE HIGH SIDE OTY. SIZE TYPE HARDENED BEVELED STEVE 11-17-06 {662)328-6722 MEMBER d WASFlE73S WASHERS PRE ENGINEER DA 7£ CUSTOMER: SHIP A 25 X 1.0 X 1-4 - RED RABBIT STORES RED RABBIT STORES 8 6 X 0.625 X 2'-5 6 X 0.625 X 2-5a (16) 4 X 2'' A325 BAN 0 0 t PO BOX 48667 GEIGER ROAD SAINT PETERSBUR FL 33743 ZEPHERHILLS FL 33539 cp C 6 X 0.5 X 2-5Tj 6 X 0.5 X 2-51j (8) s X 2' A325 BMJ 0 0 SCALE ED C07HRON PASCO COUNTY SHEET NO. pQ D 6 X 0.625 X 2'-5j 8 X 0.625 X 2=57 (16) ±X 2J A325 B&tl 0 0 REVISION DESCRIP77ON DETAILER DATE ENG. DA N.TS Cl of 3 BUIL.I7mi(7 SI-RIrL ALL APPLICABLE ELECTRICAL. PLUJ' ii MECHANIC. -OC) IIMAGE309 FRAME= Aclve/Eng/11—B-60317/ver0l—mombioth/B/dg—B/Drftg/xO2L GENERAL NOTES /4MAGE309 FB SET= Eng/11—B-60317/rerOl—mambloth/Bidg—B/DRFTG/xO2l FRAME MAY VARY DUE TO COND ONS(DEFLECTION)AND VER77CAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 12 4 • 4-6 4=6 4=S 4=6 4'-6 4-6 4-1 1-2 1=2 !-2 1'-2 121_2 1_ _t2 f2 1=2 1-2 1-2 4-6 4-6 4-b 0 5.0X0.25 6.0X0.25 tNn 6.0X0.25 23.5X0.1489 23.5 X 0.178 235X0.178 5.0X0.3125 6.0 X 0.3125 6.0X0.375 FB2A NS OR FS F81A N5 OR FS FB7A NS OR FS FB1A NS OR FS FBIA NS OR FS I / ! RfBB / RIBA 2.J5,,',, .3125 275 X 0.3 2-7j 53-0 2-f0 0 tiI I x w Cc; Dl w: / </ irxI I Robert Y. Neaves, P.E. #28380 Columbus, MS. /,// Gerald L. Hatch, P.E. P7N. FL I /// #55933 Columbus, MS. ELEt! Richard T Smith, P.E. A A k o #43547 LaGrange, GA. 9}I 9 Gilliam S. Harris, P.E. #55176 Columbus, MS. 58-7 OUT OUT STEEL CnB CF2B CROSS SECTION AT FRAME LINE "4,5,6 & 7" DRAWING USAGE STRUCTURAL DRAWINGS DRAWN DATE SOUTHERN REGYON JOB NO. PRE-SDW 11-17-06 �Cecv Building Systems pa DRAKER 911 11-B-60317-1 PLA TE SIZE TABLE SPLICE BOLT TABLE PRE CHECKED DATE �■�a Robertson Cew cwWny COLUMBUS MISSISSIPPI 39703 HARDENED BEVELED 328 MEMBER CONN. LOW SIDE HIGH SIDE QTY SIEVE 11-17-06 (M2) -6722 SIZE TYPE WASHERS WA.WS?S CUSTOMER• SHIP T0.' A 8X0.375X0-10 ENGINEER DATE RED RABBIT STORES RED RABBIT STORES M B M A 8 6 X 0.5 X 2-5j 6 X 0.5 X 2'-5 (8) s X 2 A325 B&J 0 0 j)-i7-O& PO BOX 48667 GEIGER ROAD C S X 0.5 X 2-4j 6 X 0.5 X 2-4y( (8) .X 2" A325 88W 0 0 SCALE SAINT PE7ERSBUR FL 33743 ZEPHERHILLS FL 33539 SHEET NO. ED COTHRON PASCO COUNTY D 6 X 0.5 X 2-5 6 X 0.5 X 2'-5s (12) X 2' A325 B&IJ 0 0 REVISION DESCRIPTION DETAILER DATE ERG. DATE N.T.5 C2 of 3 BUILDING SHALL(L)M: , Y s Ilir ALL APPLICABLE ELECTRICAL P ,k /:Li MECHANICAf_ COD , , A 6.0X0.26 (B) 14.5 X 0.1489 6.0X0.25 PC28 PC28 ,_(4)r0 X 1= A325 BOLTS (4) fø X 12 A325 BOLTS RKWIE X1' A325 0LTS (4) s0X1zA32 804 75 N N AJL. O OX 0.25 V &L. cry o k k o v o k 13.5X0.1489 k k h o ,1 O 60x0.25 N PC28 PC28 v (4) Jø X 1) A325 BOLTS __. (4) fø X 1z A325 BOLTS N RKWID 17N. FL EI£Y ( i X 12 A325 OL 7S (4) rø X 1?A32 BO 13 16_ B a 1-3 20-0 130 a _ rn O O lry In h O a k N N k 6 S k a k a CF1B CF1B C h h CROSS SEC77ON AT PORTAL FRAME SIDEWALL 2 BAY#2 BLDG.#2 E'LA7E Robert Y. Neoves, P.E. (A) 5.0 X 0.3125 #28380 Columbus, MS. N (B) 5.0 X 0.3125 Gerald L. Hatch, P.E. EIEV #55933 Columbus, MS. Richard T Smith, P.E. 1i #43547 LaGrange, GA. A A PLA TE SIZE TABLE SPLICE BOL T TABLE Gilliam S. Harris, P.E. 1'-2 16'-6' 1=2'o HARDENED BEV D #55176 Columbus, MS. CONN. LOW SIDE HIGH SIDE QTY. 572E TYPE WASHERS WASHERS 20-0 A 6"X 0.375 X 1'-7j 6'X 0.375 X 1=8 (8) i X 2' A325 88J 0.0 0 •B 8'X 0.375 X 1=-3 C 6-X 0.375 X 1-8, 6"X 0.375 X 1-7jj (8) +X 2" A325 BJoV 0.0 0 BUILDING SHALE �'.r' iT f (, / CF28 CF2B - j{+ ALL APPLI{ AE s.; . . . H \ CROSS SEC77ON AT PORTAL FRAME ELECTRICAL `3: SIDEWALL 1 BAY#3 GENERAL NOTES MECHANICAL _' • \� BLDG.#2 FRAME Y VARY DUE TO CS O D177ON(DEFLECRON).E APPROXIMA1E AND `� VERTICAL CLEARANCE DIMENSIONS ARE FROM )PI ATE. ZES FINISHED FLOOR REFERENCE ELEVATION. 4d) 5.0 X 03125 DRAWING USAGE STRUCTURAL DRAWINGS DRAW DATE SOUTHERN REQ W JOB NO. PRE-5DW 11-17-06 ICeco Building Systems Pa DRA►€R 911 11—B--60317-1 PRE CHECKED DATE a Robertson Ceco company COLUMBUS MI•S ISSIPPI 39703 see) 328-6722 PLATE SIZE TABLE SPLICE BOLT TABLE STEM 11-17 0s ( MEMBER CONN. LOW SIDE HIGH SIDE OT'.. SIZE TYPE HARDENED BEVELED PRE ENGINEE't DATE CUSTOMER RE STORES TO: M B M A WASHERS WASHERS RED DBOX BIT STORES GEIGER ROAD A 8"X 0.375 X 1-2 L' 11—)7-O& SAINT PETERSBUR FL 33743 ZEPHERHILLS FL 33539 cep B 6-X 0.375 X 1-7, 6'X 0.375 X 1'-6hf (8) ;X 2" A325 RMJ 0.0 0 SCALE ED COTFIRON PASCO COUNTY SHEET NO. C 6"X 0.375 X 1-6jj 6'X 0.375 X 1-7 (8) 4 X 2' A325 BJ V 0.0 0 REWSION DESCRIP7iON DETAILER DATE ERG. �DATE N.T.S C3 of 3 USE STANDARD WALL PROCEDURES TO ERECT THE SIDEWALL AND END WALL PANELS. PANEL TYPE= CXP (GALVALUME) PANEL TYPE= CXP (GALVALUME) PANEL Ot.ERFROM OUG S PANEL OVERHANG = l-02 FROM OUTER S1EEL PANEL TYPE= CXP (GALVALUME) PANEL OVERHANG— 2' FROM OUTER STEEL � M h h � M M M M � � M M � � M ►'� M h � ►h � h h h h � � � M M M h � h M � M h h � �°s � M � � � +7 ►7 ►7 M M h � M � +� M I S M M � +� M M M � h � � M h M M h ,I ,I I 1 _I _1 _I _I I I ,I _t ,I ,I _I ,1 ,i _! ,I ,l _1 ,1 .1 _1 _I .1 _I _I _I _I _1 .1 _I _I ,1 _I _1 _1 .1 _1 ,1 _1 _1 ,I ,1 _I .1 _I _1 ,1 .1 .1 .1 .1 _1 _I 1 1 i ,i ,1 ,1 ,1 .1 ,I ,I ,I ,1 ,1 .1 ,1 •1 I ! h1 r1 h M h M �S h M M ►5 h M M h h +) M �S �'f "1 M h h N1 ►'1 h M +7 h1 +'l �'I h M �'] ►� +7 �� �' h h M M h r7 �l M ►� M M i w Rh RN w ^v ^ wN ^N I 1 I I ! ! 1 1 I i "r "r "r -Z '1 �r ^. "v zr "r "r 1 ^r ^r 'Y "r zr r s 1 1 'Y "'r 1 1 "'r r ^v 1 "r 1 "r '1 Z; "r -Z r "r zr "► 1 '1 "r "r r "r y "r '1 zr 1 "r �r '1 -a 1 "r '^r "r `'r "ter '1 -"r "r ^r '1 zr ^r 'Y r r ^r I ,I _I 1 _I ,1 i ,I I I I I ,I I 1 [ I i I I ! I I i 1 I I 1 1 I I t 1 1 1 1 1 I 1 I 1 ! I 1 I I t I I I I 1 I I 1 I I I 1 I I 1 1 1 1 I t I I 1 o> o� •.I ai o� o, N a N ca am o� o� a o, o� o� a orn of vs b, o, o� o, o� b, a os o� o� o� o� o, o� o, o, o) os N o� o> V4 01 a vy c� N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ROOF SHEE77NG PLAN It I CARWASH Robert Y Neaves, P.E. EXIS77NG BUILDING #28380 Columbus, MS. Gerald L. Hatch, P.E. #55933 Columbus, MS. Richard T Smith, P.E. #43547 LaGrange, GA. Gilliam S. Harris, P.E. ROOF SHEETING PLAN #55176 Columbus, MS. BUILDING SHALL COMPLY WITH ALL APPLICABi _I ` C.Li , ELECT!;IC:'AI.., j i,U&LIB NiC, MI ECHA.NIC. .COD DRAWING USAGE STRUCTURAL DRAWINGS DRAWN DAME $ IHfRN REGYOIV JOB NO. Building OU 2 PRE-SDW 11-17-06 Coco Stems � I P�397 11—B-60317—� PRE CHECKED DATE a Robertson Ceco rompany (682)328-6722 MEMBER a 2 STEVE 11-17-06 CUSTOMER_ SHIP TO: KEY PLAN 4 PRE ENGINEER . DATE' RED RABBIT STORES RED RABBIT STORES L� BLDG.,{1 BLDG 4 ..l . , PO BOX 48667 GEIGER ROAD t V SAINT PE7ERSBUR FL 33743 ZEPHERHILLS FL 33539 1(115.) CARWASH SCALE ED C07HRON PASCO COUNTY SHEET NO. 1(11.5.) REWSION DESCRIP770M DETAILER DATE ENG. DATE N.T.S. Pt of 2 GUTTER HANGER CLIP (EG25 OR CXP PANEL EG26) 48' O.C.j 'ST FASTEN (7) PER PANEL FIAT j1 SIDEwALL CX24 l FL SHING MASTIC EG25A 9 4'-0 O.C. BF74 EAVE STRUT ML25Z EAVE GUTTER ML25 CX24 MLA - D' FOUR �SEAUING LOSW L J WALL ANCHORS)NOT BY CECO WALL PANEL BF74 4 TR FASTENERS BF74 ` CXP PANEL / BF30 ML25Z XFL1 CGUTTm FASTENER �� CX21 ®2'-0 0 C. ML D EG25A ® 4-O O.G F ENERS j �tF EAVE nG (EG2- )� 1 2 EAVE MASONRY(NOT BY CECO)✓ STRUT CX24 SECTION A-A Ev (WR'HOUT THERMAL BLOCK) ' e�o(i CX21 0 2-0 O.C. ML252 SAVE GUTTER - STANDARD 2 ML25 CXP ROOF PANEL DETAILS �� (CK05030)) TR FASTENER (1 1/2' EITHER D SEQION'D=D" SIDE OF RIB THEN 7' O.C.) 3/16' X 3/4'MASTIC FLASHING CLOSURE L CX24 XFL1A(GUTTER) ER (�� E025 0 4'-0 O.C. TR FAS71N (2 PER CLOSURE) CX24 XFLfA(GUjTER) EG25 tC 4-0 b.C. CXP BF30)TNG � 3/16' X 3/4' Z BF74 ��►Asnc ��('i 1. 9 X24 PANTI STAND--OFF 8 ML44R I (66PER EL�� ML ML25 CLOSURE) ML25 BF74 Robert Y. Neoves, P.E. CLOSURE CX21 O 24 O O. . ML25Z #28380 Columbus, MS (CX21) Gerald L. Hatch, P.E. BF30 ML44L CX21 0 2 0 O.C. #55933 Columbus, MS. Richard T Smith, P.E. FA'IE s1RUT FLASHING LAYOUT #43547 LaGrange, GA. Gilliam S. Harris, P.E. #55176 Columbus, MS. SECTION A—A (HOT ear Eccrs elp� B�aG (WITHOUT THERMAL BLOCK) �LE� CXP ROOF PANEL DETAILS BUILDING SHALL COINIP1 4��ITL HIGH SIDE EAVE TRIM a ' 1 }a d ALL APPLICAB ":I5L� SEC77oN'E=-E' ELECTR-ICAI-y'LU 'IN " MECHANIv,k', t DRAWNG USAGE STRUCTURAL DRAWINGS DPIO DP4 NOTE COUNTER FLASHING AND CAP FLASHING BY OTHERS(NOT BY CECO) DRAN+N DATE JOB NO. ALL FRAMING AND SHEE77NG FOR DECORA77VE ACCENTS ARE BY OTHERS NOT BY CECO). SW1HfRN REd11 ( ) PRE-SOW 11-17-06 E Ceco Building Systems F.O. R 311PRE C a Robertson COCO company COLUMBUS, MlS5I55fPPl 39703 (B82)328-8722 MEM@ER STEVE 11--17-06 a 5763 E063 PRE ENGINEER DATE RED RABBIT STORES RED RABBIT STORES M B M A CUSTOMER: SHIP I& DOWNSPOUT LAYOUT DOWNSPOUT LAYOUT 1Y(.g '/'-/7-O& PO BOX 48667 GEIGER ROAD SCALE SAINT PETERSBUR ED C07HRON FL 33743 2EPHERHILLS FL 33539 SHEET NO. 0 6 REQ D [4 REQ DJ PASCO COUNTY .` REVISION DESCRIP770M DETAILER DATE ENO. DATE N.TS P2 of 2 C1 Page is too large to OCR. Page is too large to OCR. NOTE: ONLY ONE TYPE OF THE STAND-OFF FASTENERS SHOWN BELOW NOTE; WILL BE FURNISHED DEPENDING ON WHAT THE CUSTOMER ORDERED. ONLY ONE TYPE OF THE STRUCNRAL FASTENERS SHOWN BELOW REFER TO THE JOB PACKING UST TO DETERMINE WHICH TYPE OF WILL BE FURNISHED DEPENDING ON WHAT THE CUSTOMER ORDERED. SCREW HIS BEEN SHIPPED FOR THE METAL BUILDING. THE FASTENER REFER TO THE JOB PACKING LIST TO DETERMINE WHICH TYPE OF USAGE" LISTING BELOW DESCRIBES LOCATIONS WHERE THAT SCREW NOTE: SCREW HAS BEEN SHIPPED FORTHE METAL BUILDING. THE "FASTENER IS TO BE USED. OF USAGE' LISTING BELOW DESCRIBES LOCATIONS WHERE THAT SCREWONLY ONE S THE NSWHAT SHOWN U BELOW IS TO BE USED. STANDARD ALTERNATE WILL BE FURNISHED DEPENDING ON WHAT THE CUSTOMER ORDERED. REFER TO THE JOB PACKING UST TO DETERMINE WHICH TYPE OF OEM XiflY HEAL) L USAGE' LISTING BELOW SCREW HAS BEEN DEESCRIBEED FOR 5 LOCATIONS!WHERE THAT SCREWILDING. THE STANDARD ALTERNATE HFiID IS TO BE USED. STARLESS stm.CAP HOST ALLOY FCARBON STEEL HEADWiTH STANDARD ALTERNATE HEAD ESS 5/16' 5/16' STENL CAP HDC WASHER-HEM HEX-WASHDI-HEAD STEEL WITH Sf7WNG WITH SEALING CAST AUDY 5/16' 5/f9' WASHER WASHER HEAD HEAD DLWIT HOC-WASHER-FEAR HEX-WASHER-MEAD STEEL CAP WITH SEALING WITH SEAt7NG WASHER WASHER H X-WASHBi-HEADTI NBC-WASHER-HEAD SELF-DRIWNG SCREW SELF-DRIWNG SCREW WITH SEALING WITH SEALING WN125--• 12-14X1 1/4 SDW12S5-' 12-14X1 7/4 WASHER WASHER SDYIt�• � 12-14X1 1/2� SDYTiSQ5-• f2-14X} 1/21 STAND-OfF STAND-OFF 1F-DkIU1HG SCREWSELF_DRLUNG SEF-DRILLING SCREW SELF-DRU11HG SCREW SDW167--• (f12-14X1 7/9') SDWIB7S-•(f12-14X1 7/97 50W75-• (1/4-14X3/4') SDW7SS_• (1/4-14X3/4) NOTES: 1. * = IF SCREW iS PAINTED, AN ADDITIONAL LETTER SUFFIX IS ADDED TO THE SCREW MARK TO DESIGNATE COLOR. "G SUFFIX INDICATES NO COLOR. NOTE NOTES: 2. 1 1/4' LONG SCREWS ARE USED WITH BLANKET INSULATION UP TO 4- THICK. 1. • = IF SCREW IS PAINTED, AN ADDITIONAL LETTER SUFFIX IS ADDED TO THE 1. • = IF SCREW IS PAINTED. AN ADDITIONAL LETTER SUFFIX IS ADDED TO THE 3. 1 1/2' LONG SCREWS ARE USED WITH BLANKET INSULATION GREATER THAN SCREW MARK TO DESIGNATE COLOR. 'G' SUFFIX INDICATES NO COLOR. SCREW MARK TO DESIGNATE COLOR. G' SUFFIX INDICATES NO COLOR. 4'THICK UP TO 6'THICK. FASTENER USAGE (SCREWS ARE NOTED AS -ST FASTENER- ON ERECTION DETAILS) FASTENER USAGE HEAD PAINTED PANEL COLOR FASTENER USAGE (SCREWS ARE NOTED AS TR FASTENER' ON ERECTION DETAILS) PANEL ENDLAP (SCREWS ARE NOTED AS 'STAND-OFF FASTENER' ON ERECTION DETAILS) HEAD PAINTED PANEL COLOR OUTSIDE CLOSURE TO BACK-UP PLATE HEAD PAINTED PANEL COLOR RIDGE FLASHING TO OUTSIDE CLOSURE ADAPTER FLASHING TO RAKE ANGLE PANEL CONNECTION TO EAVE STRUT AT BUILDING EAVE AND CANOPY EAVE RIDGE FLASHING ENDLAP ADAPTER FLASHING END PLATE TO RAKE ANGLE OUTSIDE CLOSURE/PANEL CONNECTION TO EAVE STRUT AT HIGH SIDE SAVE BASE FLASHING TO OUTSIDE CLOSURE OR ADAPTER FLASHING TIE-IN FLASHING ON SINGLE SLOPE BUILDINGS RIDGE FLASHING END CLOSURE INSIDE RIB CLOSURE EACH SIDE OF VALLEY GUTTER TO EAVE STRUT PIPE FLASHING TO PANEL PANES. STRAP TO BACK-UP PLATE AT TRANSLUCENT PANEL LOW SIDE FASCIA BLOCK GUTTER GUTTER HANGER CUP TO PANEL OUTSIDE CLOSURE AT ROOF HIP FASCIA BLOCK ANGLE BRACE TO ROOF OUTSIDE CLOSURE TO PANEL RIBS PANEL CONNECTION TO BENT PLATE AT ROOF VALLEY TRANSLUCENT PANEL TO CXP PANEL RIBS PANEL CONNECTION TO SUP CHANNEL AT STEPPED EXPANSION JOINT FLASHDEK FABRIC TO OUTSIDE CLOSURE AT STEPPED EXPANSION JOINT HEAD PAINTED TRIM COLOR W77H THERMAL BLOCKS HEAD PAINTED TRIM COLOR TOP OF GUTTER M GUTTER CUP FOR CXP PANEL RAKE TRIM TO ADAPTER FLASHING STAND-OFF FASTENER USAGE HIGH SIDEWALL FLASHING TO OUTSIDE CLOSURE ENDWALL EXPANSION FLASHING TO WALL PANEL (CX01a3a5) FOR CXP PANEL VARIABLE FASCIA ENDWALL FLASHING TO ADAPTER FLASHING STRUCTURAL FASTENER USAGE VARIABLE FASCIA ENDWALL FLASHING TO ENDWALL PANEL WITH THERMAL BLOCKS B�VARIABLHEINFASSCIA CAP AT NL�DwAIl, FASCIA BLOCK AND (CX010304) S71TCH FASTENER USAGE FOR CXP PANEL WITH & WTHOUT THERMAL BLOCKS (Cx010306) NOTE: ONLY ONE TYPE OF THE STRUCTURAL FASTENERS SHOWN BELOW WILL BE FURNISHED DEPENDING ON WHAT THE CUSTOMER ORDERED. REFER TO THE JOB PACKING LIST TO DETERMINE WHICH TYPE OF SCREW HAS BEEN SHIPPED FOR THE METAL BUILDING. THE FASTENER NOTE: USAGE' LISTING BELOW DESCRIBES LOCATIONS WHERE THAT SCREW IS TO BE USED. ONLY ONE TYPE OF THE HOLD-DOWN CUP FASTENERS SHOWN BELOW WILL BE FURNISHED DEPENDING ON WHAT PURUN MEMBERS ARE USED. STANDARD ALTERNATE REFER TO THE JOB PACKING LIST TO DETERMINE WHICH TYPE OF SCREW HAS BEEN SHIPPED FOR THE METAL BUILDING. THE FASTENER CAST ALLOY USAGE' LISTING BELOW DESCRIBES LOCATIONS WHERE THAT SCREW HEAD CARBON Slur WITH IS TO BE USED. HEAD STAINLESS CAPRobert Y. Neaves, P.E. 5/16' 5/l6- #28380 Columbus, MS STANDARD FOR ZEE PURUNS STANDARD FOR BAR JOIST OR OTHER NBC-WASHER-HEAD NBC-WASHER-HEADGerald L. Hatch, P.E. TITAN COLD-FORMED PURUNST' WW NO ASH!iII #55933 Columbus, MS. 5/16'HEX HEAD 5/16'HEX HEAD aNC PLATED 21NC PLATTED CARBON SE F-�ORRUNG SCREW SCREW Richard T Smith, P.E. H y� 50W125...' ($12-14X1 1/4' SDW125S-• (/12-14X1 1/4 #�J�S47 LaGrange, GA. SOW15CL_' 12-14X1 1/2 SDWISOS-• (#12-14X1 1/2 Gilliam S. Harris, P.E. #55176 Columbus, MS. NOTES: i. • Q IF SCREW iS PAINTED, AN ADDITIONAL LETTER SUFFIX IS ADDED TO THE SELF-DRIWNG SCREW(TENS ) SELF-DIGWNG SCREW(7EICS/4) SCREW MARK TO DESIGNATE COLOR. 'G' SUFFIX INDICATES NO COLOR. SO1412G (1/4-14 XT 1 5612514(f12-24X} 1/47 2- 1 1/4'LONG SCREWS ARE USED WITH BLANKET INSULATION UP TO 4'THICK. 3. 1 1/2' LONG SCREWS ARE USED WITH BLANKET INSULATION GREATER THAN 4'THICK UP TO 6' THICK. NOTES: FASTENER USAGE (SCREWS ARE NOTED AS -Sr FASTENER-ON ERECTION DETAILS) 1. TEKS/2 FASTENERS ARE FURNISHED ON BUILDINGS HAVING COLD-FORMED HEAD PAINTED PANEL COLOR ZEE MEMBERS FOR PURUNS. Ti PANEL CONNECTION TO EAVE STRUT AT BUILDING EAVE AND CANOPY EAVE BUILDING SHAD'. s)I g r 2. TEKS/4 FASTENERS ARE FURNISHED ON BUILDINGS HAVING BAR JOIST, OR PANEL CONNECTION TO SUP CHANNEL AT STEPPED EXPANSION JOINT APPLICABLE B ! LL ( `' \\OTHER THAN COLD-FORMED MEMBERS, FOR PURUNS. PANEL ENDLAP ALL vv 3. THESE SCREWS ARE FURNISHED PLAIN (NO COLOR). OUTSIDE CLOSURE TO BACK-UP PLATE ELECTRICAL PLUMB..'yz ADAPTER FLASHING TO RAKE ANGLE ADAPTER FLASHING END PLATE TO RAKE ANGLE Scre ws MECHNICtL �1' `'TIE-IN FLASHING________________________________________________ 5'INSIDE RIB CLOSURE FASTENER USAGE PANEL STRAP TO BACK-UP PLATE AT TRANSLUCENT PANEL (SCREWS ARE NOTED AS -ST CUP FASTENER' ON ERECTION DRAWINGS) LOW SIDE FASCIA BLOCK GUTTER FASCIA BLOCK ANGLE TO ROOF GABLE ANGLE CONNECTION TO PURUN EACH SIDE OF VALLEY GUTTER TO EAVE STRUT DRAWING USAGE IP RAKE ANGLE RETAINING CUPS AND STRAPS (CL77, CL78, CL79, CISO. CL276) NL NNEURE AT ROOF P STRUCTURAL DRAWINGS TO EAVE STRUT, PURUN, AND GABLE ANGLE PANEL CONNECTION TO BENT PLATE AT ROOF VALLEY HOLD-DOWN CUP CONNECTION TO PURLING HEAD PAINTED TRIM COLOR DRAWN DATE SOUTHERN REISM JOB NO. TOP OF GUTTER TO GUTTER CLIP PRE—SOW 11-17-06 P.Q DRAIA 911 WITH & WITHOUT THERMAL BLOCKS PRE CHECKED DATE _a Robertson Bucodang Systems 11-8-60317-1 1� Ceco (552)1328 6722 51PP1 39703 FOR CXP PANEL WITHOUT THERMAL BLOCKS STEVE 11-17-06 (662)328-6722 MEMBER HOLD-DOWN CLIP FASTENER USAGE FOR CXP PANEL CUSTOMER: SHIP TO: PRE ETVGYNEER DATE M B M A (cxa10302) STRUCTURAL FASTENER USAGE RED RABBIT STORES RED RABBIT STORES cx 10303 JZL� (o PO BOX 48667 GEIGER ROAD cr SCALE .. SAINT PETERSBUR R. 33743 ZEPHERHILLS FL 33539 SHEET NO. REVISION DESCRIPTION DETAILER DATE ENG. DATE N.T.5 ED COIHRON PASCO COUNTY D3 of 10 cQi r " CRATING NOTE: CXP PANELS ARE PACKAGED FOR SHIPMENT IN BANDED BUNDLES. MAXIMUM ONLY ONE TYPE OF THE HOLD-DOWN CUPS SHOWN BELOW WILL BE FURNISHED WEIGHT OF BUNDLES IS KEPT UNDER 400D LB,S AND THE NUMBER OF PANELS CAUTION IN A BUNDLE WILL DEPEND ON LENGTH OF SHEETS IN THE STACK. A MOBILE CXP PANEL BUNDLES MAY BE PLACED ON THE ROOF DEPENDING ON WHETHER OR NOT THERMAL BLOCKS ARE TO BE USED. REFER TO CRANE OR OTHER MOBILE HOISTING EQUIPMENT IS REQUIRED FOR UNLOADING. THE CXP ROOF SYSTEM USES A 24 WIDE, 2j' DEEP PRIOR TO OPENING. HOWEVER, TO AVOID DAMAGE TO THE JOB PACKING LIST TO DETERMINE WHICH TYPE CUP HAS BEEN SHIPPED SAFETY RIB, STANDING SEAM PANE. ATTACHED TO THE ROOF ROOF STRUCTURAL MEMBERS, THE FOLLOWING PROCEDURE FOR THE METAL BUILDING. THE 'HOLD-DOWN CUP USAGE LISTING BELOW MAXIMUM BUNDLE LENGTH = 42'-0' EDGE OF ROOF PROTECTION MUST BE USED WHEN INSTALLING PANELS AND STRUCTURE WITH CONCEALED CUPS. EXPOSED PANEL MUST BE OBSERVED. DESCRIBES LOCATION WHERE THAT CLIP IS TO BE USED. PANS TRIM TO PREVENT WORKMEN FROM FALLING OFF THE ROOF. THIS CAN BE FASTENERS ARE USED ONLY AT EAVES AND PANEL 1. ALL FRAMING INCLUDING GIRTS, PURUNS, FLANGE I A SAFETY BELT WITH A SAFETY LINE ATTACHED TO THE BUILDING; OR EITHER ENDLAPS, BRACES, WIND BRACING, ETC. MUST BE IN PLACE. A FORKLIFT WITH A WORK PLATFORM OR A SCAFFOLD MAY BE USED THE BUILDING MUST BE PLUMBED AND ALL BOLTS CUP FOR BUILDINGS CLIP FOR BUILDINGS AT THE ROOF EDGE PANEL CUPS ARE SUP TYPE TO ALLOW FOR THERMAL TIGHTENED, WITHOUT THERMAL BLOCKS WITH THERMAL BLOCKS EXPANSION AND CONTRACTION REQUIREMENTS. AND/OR WITH THICK PANEL DAMAGE/SAFETY THESE CUPS HOOK OVER THE LEADING (MALE) RIB OF 2_ INSTALL WOOD BLOCKING LOCATED OVER A MAIN BLANKET INSULATION UNSEAMED PANELS MAY BE DAMAGED AND/OR CAUSED TO BUCKLE BY THE PANEL AND ARE FASTENED TO THE ROOF STRUCTURE FRAME AS SHOWN BELOW. EXCESSIVE TRAFFIC DURING ERECTION. THEREFORE UNTIL PANELS ARE SEAMED, WITH SELF DRAWNG FASTENERS. THE CUPS ARE LOCKED 3. PANEL BUNDLES MUST BE LOCATED OVER THE WALXBOARDS SHOULD BE USED FOR SAFETY AND TO AVOID PANEL DAMAGE. INTO THE SIDE RIBS DURING THE SEAMING PROCESS. CENiERUNE OF A MAIN FRAME ONLY. DO NOT PLACE WOOD SKID (2 X4'S BANDING LOADING TICKET WffH PLACE THE BOARDS IN THE 'FLAT' OF THE PANEL BEIWEIIR THE VEEITCAL RIBS BUNDLES IN MID-BAY OR OVER JACK BEAMS OR ,LACK LONGITUDINAL AND AS REQUIRED UL LABEL ON ONE END AND ACROSS SEVERAL PURUN SPACES AND USE THEM FOR TRAFFIC. PANELS ARE 'NON-HANDED' AND CAN BE INSTALLED m FROMWALXBOARDS SHOULD ALWAYS BE USED ON PANELS AT LEADING EDGE OF RIGHT TO LEFT OR LEFT TO RIGHT AS VIEWED TRUSSES. TRANSVERSE) OF BUNDLE ROOF DURING ERECTION. FROM THE LOW NAVE LOOKING UPSLOPE. THIS ALLOWS 4. AFTER BUNDLE IS OPENED AND SHEETS DISPERSED, NOTE: FLEXIBILITY IN ERECTION SINCE SHEETING CAN BE STARTED REMOVE WOOD BLOCKING BEFORE INSTALLING ROOF REMOVE UL LABEL FROM HAZARDS AT EITHER END OF THE BUILDING. PANELS OVER -THAT MAIN FRAME. p EACH BUNDLE AND TURN CARRYING ROOF PANELS ON WINDY DAYS IS HAZARDOUS. YOU CAN BE BANDING OVER TO OWNER THROWN OFF BALANCE, CAUSING A FALL, OR THE PANEL MAY HIT SOMEONE. PANEL ENDLAPS. IF REQUIRED. ARE STRAIGHT AND TYPICALLY WALK ONLY IN THE CENTER FLAT PART OF THE ROOF PANEL AWAY FROM PARALLEL WITH BOTH THE RIDGE AND CAVE. PANELS ARE p \ AS REQUIRED THE OUTSIDE RIBS. NOTCHED ON BOTH ENDS AT THE MALE RIB ALLOWING THE UPPER PANEL TO LAP CORRECTLY WITH THE LOWER PANE] CUT AND INSTALL WOOD BLOCKING _ !LOCK LIFTING PANELS To FT T TIGHTLY BETWEEN PURUNS PURUN SERIOUS INJURY OR DEATH CAN INTERLOCKING SIDE RIBS, CONTAINING FACTORY APPLIED AND EAVE STRUTS FROM CAVE TO o I \ c PANEL BUNDLES SHOULD BE HOISTED WiTH A BELT OR SUNG ARRANGEMENT, MASTIC, ARE SEAMED WITH A PORTABLE ELECTRIC SEAMING _ Y i A SINGLE STRAP IS ADEQUATE FOR BUNDLES UP TO 16' IN LENGTH. FOR RESULT FROM A FALL FROM ROOF!! c BUNDLES OVER 18' UP TO 30' LONG, USE TWO STRAPS SPACED AT THIRD MACHINE, PROVIDING A WEATHERIEGHT STANDING SEAM. x O a POINTS. ALWAYS KEEPING LIFTING ANGLE AT 45' MINIMUM (SEE SKETCH). BLANKET INSULATION IS RECOMMENDED FOR USE BETWEEN " y,, FOR BUNDLES OVER 30' LONG A SPREADER BAR IS REQUIRED WITH STRAPS ROOF PANELS AND PURUNS, AND THERMAL BLOCKS ARE LOCATED AT QUARTER POINTS, AVAILABLE BLANKET INSULATION THICKNESS FROM 2' THERMAL BLOCK UNSECURED PANELS CAN COLLAPSE1 MINIMUM TO 6' MAXIMUM MAY BE USED. RAFTER SHORT SUP CUP TALL SLIP CLIP CXP PANEL , (MARK CL75) (MARK CL7B) BUNDLE CAUTION: IT IS EXTREMELY IMPORTANT THAT THE BUILDING I AND ESPECIALLY THE ROOF PLANE BE PLUMB AND SQUARE HOLD-DOWN CUP USAGE: PANELS ARE SLIPPERY DUE TO BEFORE STARTING INSTALLATION OF THE CXP ROOF SYSTEM. OiL. WAX, OR MOISTURE! CUP AND PANEL SEAM ALIGNMENT WILL BE DIFFICULT TO CL75 SHORT SUP CUP WITHOUT THERMAL BLOCKS, USE WITH BLANKET 6 . MAINTAIN OTHERWISE. MAIN FRAME CL76 TALL SUP CUP WiTH THERINSULATiON THICKNESS UMAL BLOCGH R19 KS. USE WITH BLANKET .' WUSE ALKBOARDOFON ROOF SAF AT MEASURES OF WOOD BLACKING INSULATION THICKNESS THROUGH R19 (6'). ALSO USED WITH INSULATIONNE EDGE THICKNESS GREATER THAN R19 (6-) WHEN THERMAL BLOCKS ARE NOT ROOF CAUTION: IT ISEXTREMELY IMPORTANT THAT EAVES, RAKES SPECIFIED. AND RIDGES BE SECURED TO PREVENT WIND DAMAGE DURING ONE CUP AT EACH PURUN AT PANEL SIDETAPS, INCLUDING PEAK PURUN AND INSTALLATION OF THE CXP ROOF SYSTEM. CAVE LINE CANOPY PURUN. LOOSE PANELS MAY SLIDE OUT CUP NOT REQUIRED AT LOW OR HIGH SIDE SAVE STRUT, NAVE LINE CANOPY HOISTING BUNDLED PANELS FROM UNDER YOU! SAVE STRUT, CANOPY PURU GUT TER,AT FASCIA BLOCK OR PURUN AT BELOW EAVE TIE-IN. V DO NOT STEP ON LOOSE PANELS OR STACKS DESCRIPTION OF CXP ROOF SYSTEM CXP ROOF PANEL DETAILS OF PANELS CXP ROOF PANEL DETAILS PANEL BUNDLES ON ROOF CXP ROOF PANEL DETAILS (C-Y01o1o1) 147TH & WITHOUT THERMAL BLOCKS CRA7ING AND HANDLING PANELS ROOF EREC77ON CAU77ONS (Cxo?o601) HOLD—DOWN CUP USAGE (CX010401) CAUTION CXP ROOF PANEL DETAILS FOR CXP PANEL (CX010301) CECO BUILDING SYSTEMS WILL NOT BE RESPONSIBLE (CX010701) FOR DAMAGE TO PANELS CAUSED BY WET STORAGE. IT SHALL BE THE ERECTOR'S RESPONSIBILITY TO � / A ND FIR /-t�I / PREVENT DAMAGE TED PONTES (1ZOM IMPROPER TROWELING PA l�lEL S,!//-L'1L E \I/ L/ /fj L C STOR STORAGE. CAUTION STORAGE RECOMMENDATIONS: 1. STORE PANEL BUNDLES ON HIGH GROUND, SAFETY/PANEL DAMAGE ELEVATED BY WOOD BLOCKING, AND MALE FEMALE SLOPED FOR WATER RUN-OFF. RIB RIB ERECTOR CAUTION: 24' COVERAGE TO PREVENT POSSIBLE DAMAGE TO PANELS AND/OR ROOF FRAMING, ALL 2. COVER BUNDLES WITH VISQUEEN OR TARPAULINS 2]' 1'-7' 21' PANELS INSTALLED DURING THE DAY SHOULD BE SEAMED THE SAME DAY TO SHED WATER, ARRANGE COVERING IN 'TENT BEFORE LEAVING THE JOB SITE. THIS IS ESPECIALLY IMPORTANT WHEN FASHION'TO ALLOW MAXIMUM AIR CIRCULATION INCLEMENT WEATHER (WIND, SNOW. ETC.) IS EXPECTED. AROUND PANELS. REMOVE COVERING DURING DAY TO PREVENT CONDENSATION AND RECOVER AT TO AVOID INJURY TO WORKMEN AND/OR DAMAGE TO ROOF PANELS, WALK NIGHT DURING WET WEATHER. ONLY ON THE AREAS INDICATED BELOW, AND THEN ONLY AFTER PANELS 3. INSPECT PANEL BUNDLES DAILY FOR MOISTURE, COLOR SIDE HAVE BEEN SEAMED. 4. IF BUNDLES CONTAIN MOISTURE, IMMEDIATELY FACTORY PANEL CROSS SECTION TO AVOID INJURY TO WORKMEN OR DAMAGE TO TRANSLUCENT PANELS, DO BREAK THEM OPEN.AND RESTACK PANELS APPLIED AS SHOWN BELOW. NOT WALK ON ANY PART OF A TRANSLUCENT PANEL (DIMENSIONS ARE ROUNDED TO NEAREST ' SFAtl�ET Robert Y. Neaves, P.E. 5. SECURE RESTACKED PANELS AGAINST WIND 28380 Columbus, MS. DAMAGE WITH WIRE TIES 48' O.C. as sFAi\ VM MAJ0WAlK HERE AFTER DO NOT R ALK�OF�TIM� Gerald L. Hatch, P.E. DIRtL'iLY WEIR PURUN , 53 --�---- WIRE TIE TYPiCpAL,C I #593 Columbus, MS_ h A Richard T, Smith, P.E. #43547 LaGrange, GA. FEMALE RIB MALE RIB EwRING ROOFIrLEWA °FsrPxun�orr Gilliam S. Harris, P.E, #55176 Columbus, MS. DO NOT WALK LIRE DO NOT WALK ON ANY UL r A NXL PANELS ARE SE41M PARr OF 2RAiiswCENT PANELS 7 AS / BLOCKING AS REQUIRED TO PROVIDE QUATE PE4-0 C PA NNELS FROM SAGGING PANEL SIDELAP (BEFORE SEAMING) TnANSLLICL1Tr � - f PAaEL � AND PR PA EL PURUN SECTION A—A '`, t FACTORY APPLIED RESTACK 30 PANELS HIGH ( 1� 9 SEALANT HIGH (MAX.) RIBUNSECURED LEADING EDGE CAN CAUSE , I� PANELS TO BUCKLEI CXP ROOF PANEL DETAILS CUP MALE RIB STORAGE AND STACKING PANELS TAB TRANSLUCENT PANELS CAN COLLAPSEI (Cx0105o1) DRAWING USAGE STRUCTURAL DRAWINGS SEAMED PANEL SIDELAP ROOF£RECriON CAUriONS CXP ROOF PANEL DETAILS DRAM DATE Job NO. SOUTHERN RE CW (CX010702) PRE-SOW 11-17-06 jCM=CeCO Building Systems P.O. LWAIER 911 11-B-60317-1 CXP ROOF PANEL DETAILS PRE COLUMBUS; AMiSSIS9PPi 39703 PANEL CONNGURA77ON CHECKED DATE a Robertson Ceco company (662)328-6722 MEMBER STEVE 11-17-06 (CX010201) PRE ENGINEER DATE' CUSTOMER- SHIP TO: J RED RABBIT STORES RED RABBIT STORES M B M A N )Zlr 1-06 PO BOX 48667 GEIGER ROAD cp F I SCALE SAINT PEIERSSUR R. 33743 ZEPHERHILLS FL 33539 SHEET NO. REVISION DESCRIP770M DETAILER DATE ENG. DATE N.TS ED CO7NRON PASCO COUNTY D4 of 10 BUILDING SHALL 4 1`u ALI,APPLR AB L1. 'JiL '� ELECTR1i. ' MEGA AN? LAVE STRUT THERMAL BLOCK LOCATIONS WHEREVER TWO SIDE EDGES OF INSULATION MEET, THE EDGES 13 RIDGE PURUN ARE TO BE BUTTED. FOLDED. AND STAPLED AS SHOWN. ROOF PANEL NOTE: DETAIER IS TO CHECK ONLY ONE BOX BELOW BASED ON JOB AS SPECIFIED ON PURCHASE ORDER AND INSULATION THICKNESS. lyFe ® NO THERMAL BLOCKS ARE FURNISHED FOR THIS BUILDING. THERMAL ° Q tf BLOCKS WERE NOT SPECIFIED ON THE PURCHASE ORDER AND THE MAsnc �tJ^N'C BLANKET INSULATION THICKNESS IS NOT GREATER THAN R19 (6'). O. BUTT EDGES STAPLER TOG TER ROOF INSULATION THERMAL BLOCKS ARE FURNISHED FOR ALL PURUNS AND SAVE ' STRUTS AS SPECIFIED ON PURCHASE ORDER FOR THIS BUILDING. FACING TABS FACING TABS ONE CONTINUOUS RUN SAYE �In WIDTH ROIL NOTE STAND-OFF FASTENERS ARE REQUIRED WITH THERMAL BLOCKS INSULATION INSULATION INSULATION INSULATION SIDEWALL FLASHING OF INSULATION CONTACT AT LOW SIDE. HIGH SIDE. AND EAVE UNE CANOPY EAVE STRUTS: TAPE (171) AT HIGH 51DE PURUN AT BELOW EAVE TIE-IN; AND AT CANOPY PURUN AT FASCIA BLOCK GUTTER. EAVE STRUT II GABLE ANG NOTE USE GABLE ANGLE MK V11-Vt6. RAKE CHANNEL MK GA26-GA27. AND RAKE ANGLE CUPS MK. CL78 AND CL79 WITH THERMAL BLOCKS. BLANKET INSULATION THICKNESS GREATER THAN R19 (6") IS SPECIFIED FACING FACING DETAIL AT EAVE ON THE PURCHASE ORDER BUT THERMAL BLOCKS ARE NOT. SINCE CL76 (TALI. HOLD-DOWN CUPS) ARE FURNISHED WiTH THIS INSULATION STEP I STEP 2 THICKNESS,THERMAL BLOCKS ARE ALSO FURNISHED AND MUST BE BUTT SIDE EDGES OF INSULATION STAPLE TABS 7 FROM END AND INSTALLED AT THE FOLLOWING SPECIFIC LOCATIONS: WITH FACING TABS TOGETHER 12' O.C. ALONG SEAM 1. CONTINUOUS ALONG SAVE STRUT AT LOW AND HIGH SIDE. 2. CONTINUOUS ALONG PURUNS SUPPORTING ENDLAP BACK-UP PLATES. ° 3. CONTINUOUS ALONG CAVE LINE CANOPY LAVE STRUT. PLED STAPLER TABS ROOF PANEL 6gtlCKING INSULATION NOTES - BLANKET tNSUTATK)N WITH A MIMMUM THICKNESS OF 2' 15 RECOMMENDED TO BE 4. CONTINUOUS ALONG BELOW EAVE TIE-IN PURUN. FACING TABS USED BETWEEN CXP ROOF PANELS AND PURUNS. BLANKET INSULATION IS (FOLDED) AND ��� W INSTALLED WITH FACING APOR BARRIER) TOWARDS THE INSIDE OF THE BUILDING. 5. A EACH LONG PIECE OF THERMAL BLOCK AT EACH END OF INSULATION ° N PURUN RUN AT GABLE ANGLE AND RAKE CHANNEL INSULATION / r INSULATION - RIGID BOARD TYPE INSULATION MAY BE USED IN PLACE OF BLANKET INSULATION. (ONE THERMAL BLOCK FOR EVERY 4 LOCATIONS TO BE - BEGIN BLANKET ROOF INSULATION WITH A 3'-0' WIDE STARTER ROLL AT THE END CUT IN FIELD BY ERECTOR) ROOF INSULATION OF THE BUILDING WHERE ROOF SHEETING BEGINS. A WORK PLATFORM MUST BE USED 6. CONTINUOUS ALONG CANOPY PURUN AT FASCIA BLOCK IllJ U 1111VINYL BACKING TO INSTALL THIS STARTER ROLL OF INSULATION. CUTTER TWO CONTINUOUS RUNS - INSTALL INSULATION IN ONE PIECE FROM EAVE TO EAVE UNLESS SPLICES ARE PURUN OF INSULATION CONTACT REQUIRED DUE TO THE BUILDING WIDTH OR ERECTION PROCEDURE. IF A SPLICE IS 7. THREE PER TRANSLUCENT PANEL (ONE THERMAL BLOCK FACING FACING TAPE (171) REQUIRED, iT SHOULD BE MADE AT A PURUN ADJACENT TO THE RIDGE OR AT A ON PURUN AT EACH END OF TRANSLUCENT PANEL AND PURUN LOCATED BETWEEN THE EAVE AND RIDGE. ONE ON THE PURUN AT MIDDLE OF TRANSLUCENT PANEL) STEP 3 FINISHED SIDE EDGE SEAM REMOVE LAST 6' OF FIBERGLASS FROM VINYL FACING OF - SUBSEQUENT RUNS OF 6'-0" WIDE INSULATION ARE INSTALLED SO THAT THE LEADING FOLD STAPLED TABS AND STAPLE DOWNSLOPE BLANKET AND LAP UPSLOPE BLANKET AS SHOWN EDGE IS ALWAYS JUST AHEAD OF THE ROOF PANELS. NOTE: STAND-OFF FASTENERS ARE REQUIRED WITH THERMAL BLOCKS AGAIN NEAR THE MIDDLE OF THE DETAIL AT SPLICE THE SIDE EDGES OF INSULATION ARE BUTTED, FOLDED, AND STAPLED. AT LOW SIDE. HIGH SIDE, AND CAVE UNE CANOPY SAVE STRUTS: FOLD. STAPLE 1" FROM END AND - AT HIGH SIDE PURUN AT BELOW SAVE TiE-IN: AND AT CANOPY 12' O.C. ALONG SEAM - THE WIDTH OF THE FINISHING RUN OF INSULATION IS BASED ON THE DISTANCE FROM PURUN AT FASCIA BLOCK GUTTER. THE LAST FULL.WIDTH RUN TO THE END OF THE BUILDING AS FOLLOWS: INSULATION DETAILS FINISH DISTANCE IS 2'-0' OR LESS - THE FINISH ROLL IS 2'-0' WIDE. NOTE: USE GABLE ANGLE MK Vii-V16, RAKE CHANNEL MK GA26-GA27, INSULA770W EDGE SEAM AND RAKE ANGLE CUPS MK. CL78 AND CL79 WITH BLOCKS. CXP ROOF PANEL DETAILS THERMAL FINISH DISTANCE IS MORE THAN 2'-O' AND NOT MORE THAN 3'-O' - THE FINISH CXP ROOF PANEL DETAILS (CX020301) ROLL IS 3'-0' WIDE (CX020201) FINISH DISTANCE IS MORE THAN 3'-0' AND NOT MORE THAN 4'-0" - THE FINISH /NSULA77ON DETAILS ROLL IS 4'-0" WIDE. CXP ROOF PANEL DETAILS FINISH DISTANCE IS MORE THAN 4'-0' AND NOT MORE THAN 6'-0' -THE FINISH ROLL IS 6'-0" WIDE. (CX020801) -- IF THERMAL BLOCKS ARE REQUIRED THEY ARE PLACED ON TOP OF THE BLANKET INSULATION AT EACH PURUN AND AT HIGH SIDE CAVE STRUT. AT LOW EAVES THEY ARE PLACED UNDER THE CAVE TRIM. - REFER TO OTHER INSULATION DETAILS FOR ADDITIONAL INFORMATION. CAUTION: (SHORT PANEL CUPS/NO THERMAL BLOCKS) RAKE ANGLE AND RETAINING CUPS CL77 jI IN, CLLE, 427L) ARE TIO TO BLJ1T (DO NOT LAP) INSULA TION ROOF 1NSULA77ON BE INSTALLED C AAITY)TTON RAKE ANGLE JOINTS (NOT SHOWN FOR CLARITY) l5 CXP ROOF PANEL DETAILS PLACED ON TOP OF GABLE ANGLE. E ANIIl (T A CUP FASTENERS CX020101 ) DSTRAPS OR CUPS O NOT ATTACH (C(CL77/CLBO) AT GABLE ANGLE LAP TO EDGE STRIP PURUNS gy ROOF PANEL �✓ NOTE: ON PEAKED BUILDIN STOP GABLE ANGLE AT PURUN CENTERUNE OF RIDGE BUT 11 CLBO MIDWAY IN FIELD CUT RAKE ANGLE TO PURUN SPACE STOP 5' FROM RIDGE RAKE ANGLE CLBO ROOF INSULATION 1 MIDWAY EACH PURUN SPACE LAP GABLE ANGLE P 2' MINIMUM Robert Y. Heaves, P.E. CL276 CLIP CL77 AT EACH PURUN X28380 Columbus, MS. ONE CONTiNU0U5 RUN LAVE (W/4 ST CUP FASTENERS Gerald L. Hatch, P.E. OF INSULATION CONTACTS INTO PURUN FLANGE) • ,¢55933 Columbus, MS TAPE (171) P PURUN \�✓ Richard T. Smith, P.E. LAVE STRUT "NOTE: FOR BAR JOIST PURUNS. USE CL80 (1) ST FASTENER EACH END OF X43547 LaGrange, GA. CL77 INTO JOIST RANGE Gilliam S. Harris, P.E.#55176 Columbus, MS.2 5/8'X4" IMPORTANT: DETAIL AT HIGH SIDE GABLE ANGLE RAKE ANGLE MUST BE FREE TO MOVE BACK AND FORTH IN DIR- RECTION OF ROOF SLOPE. MAKE AT LAVE STRUTS (LOW & HIGH) ICERTAIN IT IS NOT RESTRAINED START GABLE AND RAKE ANGLES BY CUPS CL77. C1SO AND CL276 AS SHOWN. DO NOT FASTEN GABLE ANGLE TO SAVE STRUT. CLSO 12' FROM LAVE CL77 AT STRUT AND MIDWAY IN BASE FLASHING RAKE ANGLE EACH PURUN EACH PURUN SPACE (GA20-GA22) (EXCEPT AT PEAK) ROOF PANEL E CUP FAA STENERS' J (2 BUILDING SHAT '4114-01 �JTT i L RAKE FASTENERS ANGLE CUPS ALL APPL,ICAxL T �� "�'a , TF10 SCREWED TO Sr CLIP FASTENER GABLE FASTENERS WALL PANEL EACH PURUN GABLE ANGLE ROOF INSULATION CONTINUOUS RUN PURUN (V11L V16) MECH4NIC ' PURUN OF INSULATION CONTACT SECTION B-B TAPE (TTi) FRAF E SECTION A-A (BETWEEN PURUNS) DRAli4NG USAGE STRUCTURAL DRAWINGS (AT PURUN) TUCK EXCESS INSULATION BEHIND TFiO TO CLOSE GAP DRAWN DATE JOB NO. BETWEEN WALL PANEL RIBS SOUTHERN REGION GABLE/RAKE ANGLE INSTALLATION PRE—SDW 11-17-0fi -Ceco Bu lding Systf ems PO. DRAK M 911 11-B-60317 1 DETAILS PRE CHECKED DATE a Robert �� COLUMBUS, MISSISSIPPI 39703 DETAIL AT BELOW EAVE TIE—IN CXP ROOF PANEL son Ceco company (562)328-67226722 MEMBER (CXO30201) STEVE 11-17-06 CUSTOMER: SHIP TO: INSULATION DETAILS PRE ENGINEER DATE M B M A CXP ROOF PANEL DETAILS RID RABBIT STORES RED RABBIT STORES (CX020701) LG -171'O(, PO BOX 48667 GEIGER ROAD SCALE SAINT PETERSBUR FL 33743 ZEPHERHILLS FL 33539 SHEET NO. to N.TS ED COTHRON PASCO COUNTY D5 of 10 O REVISION DESCRIPTION IDETAILER DATE LNG. DATE ® STARTING ROOF SHEETING (CONTINUED) ® ADDITIONAL INSULATION AND ROOF PANELS I • IT IS EXTREMELY IMPORTANT ThAT ThE BUILDING AND ESPECIALLY I 3. FIRST RUN OF ROOF PANELS AFTER REMOVING WORK PLATFORM. INSTALL FIRST RUN OF 72 WIDE F PLANE BE PLUMB AND SQUARE BEFORE STARTING INSTALLATION I ERECT CXP STARTING PANEL WITH VERTICILL, LEG OF FEMALE RIB i' FROM INSULATION. PLACE THE SECOND RUN OF CXP PANELS, MAKING CERTAIN OF THE CXP ROOF SYSTEM. IF THE BUILDING IS NOT SQUARE. IT WILL BE I GABLE ANGLE MAKE CERTAIN THAT LEADING EDGE (MALE RIB) OF THIS TO HOLD PANEL MODULE AND HOLD LEADING EDGE (MALE RIB) 49' FROM IMPOSSIBLE TO MAINTAIN PANEL MODULE AND SEAM ALIGNMENT. I PANEL IS LOCATED 25' FROM THE STEEL LINE (GABLE ANGLE) AND THE GABLE ANGLE. INTERLOCK FEMALE RIB OF THIS PANEL WITH THE MALE CORRECT OVERHANG IS PROVIDED AT THE BUILDING SAVE (SEE ERECTION RIB OF STARTING PANEL AND INSTALL HOLD-DOWN CUPS AT PURLINS STARTING ROOF SHEETING DRAWINGS FOR OVERHANG DIMENSION). INSTALL HOLD-DOWN CUPS AT ALONG LEADING EDGE OF PANEL. 1. WORK PLATFORM PURUNS ALONG LEADING EDGE OF THIS PANEL SEE DETAIL PAGE CX030304. NOTE: FROM THIS POINT FORWARD, GAUGE BARS MUST BE USED TO INSTALL ALl PLACE A WORK PLATFORM ON ROOF FROM EAVE TO RIDGE. LOCATED 38' FROM ADDRmOHAL ROOF PANELS TO INSURE THE 24' PANEL MODULE IS HELD FOR THE GABLE ANGLE AND SECURELY FASTENED TO PURUNS. THE STARTER ROLL OF SINCE A WORK AREA HAS BEEN PROVIDED BY THIS FIRST RUN OF PANELS, ENTERS LENGTH OF BUILDING. INSULATION (36' WIDE), THE RAKE ANGLE/CHANNEL PLUS RETAINING CUPS. AND THE WORK PLATFORM MAY NOW BE REMOVED FROM THE ROOF. THE FIRST RUN OF FULL WIDTH (24- WIDE) CXP PANELS ARE ALL INSTALLED FROM 1' INSTALL THE NEXT TWO RUNS OF PANELS, THEN ANOTHER RUN OF THIS WORK PLATFORM. ONCE THE FIRST RUN OF PANELS IS IN PLACE THE WORK CXP STARTING � INSULATION. ALWAYS KEEP FORWARD SIDE OF INSULATION AHEAD OF PLATFORM MAY BE REMOVED FROM THE ROOF. PANEL LEADING EDGE OF LAST LAID ROOF PANEL REPEAT SEQUENCE FOR REMAINING LENGTH OF BUILDING. USE GAUGE BARS TO INSTALL EACH 2. STARTER RUN OF INSULATION AND RAKE ANGLE__ -_-._ _._.�_._. RUN OF PANELS. INSTALL THE STARTER RUN OF 36' WIDE INSULATION ACROSS THE PURUNS. PLACE SHEETING GABLE ONE SIDE ON TOP OF GABLE ANGLE WITH OUTEREDGE OF INSULATION ALIGNED DIRECTION RAKE ANGLE @ LAST RUN OF ROOF PANELS WITH VERTICAL LEG OF THE GABLE ANGLE. THE RAKE ANGLE/CHANNEL PLUS ITS ANGLE/CHANNEL BEFORE INSTALLING THE LAST RUN OF PANELS, INSTALL RAKE ANGLE AND RETAINING CUPS ARE THEN INSTALLED ON TOP OF THE INSULATION BEFORE ITS' RETAINING CUPS OVER THE LAST RUN OF INSULATION. AT THE ERECTING THE CXP STARTING PANEL DETAIL AT RAKE INSULATION FINISHING END OF THE BUILDING ROOF SHEETING. IT MAY BE NECESSARY PURUN TO TRIM THE ENDING PANEL WIDTH TO ALLOW INSTALLATION OF ADAPTER HOLD-DOWN FLASHING. IF THE PANEL IS CUT IY THE FLAT, BEND 1' OF THE CUT SIDE CUPS AT UP 60' TO FORM A WATER DIVERTfR BEHIND THE ADAPTER FLASHING. PURUNS THE EDGE OF THIS ENDING PANEL MUST BE SECURELY FASTENED TO THE WORK PLATFORM PURUN WORK PLATFORM -_-__ RAKE ANGLE CONTINUOUSLY ALONG ENTIRE PANEL LENGTH. SEE DETAIL ---- PAGE CXO303O5. STARTER ROLL _ OF INSULATION HANENEL E! __ __ ( HOLD-DOWN CUPS CHCONTACT TAPE WITH CLIPS - SEE DETAILS, PAGES CX030401 THRU CX030405, FOR INSTALLATION ----_- INSTRUCTIONS, INCLUDING MADATORY USE OF GAUGE BARS. SIDEWALL `fie' ® ENDLAPS IN PANELS FLASHING CO 4, SEE DETAILS, PAGES CX030501 THRU CX030505, FOR REQUIREMENTS AND 38� APE —_ MAKE-UP INSTRUCTIONS. __-- _ -• ___— ©LNG LOW EAVES CXP STARTING SEE DETAILS, PAGES CX030601 THRU CX030603, FOR EAVE TREATMENT. PANEL ( SEALING HIGH SIDE • PURUN SEE DETAILS. PAGESCX030701 THRU CX030705, FOR INSTALLATION OF GABLE ANGLE OUTSIDE CLOSURES. INSULATION • " RAKE ANGLE/CHANNEL SEALING RAKE P 11� I GABLE PS ® SEE DETAILS, PAGES CX030801 THRU CX0308O3, FOR INSTALLATION OF p GLE ADAPTER FLASHING AT ENDWALLS. i SEAMING PANELS CONTINUOUS , PANEL OVERHANG SEE PAGES CXO30901 THRU CX030904 FOR INSTRUCTIONS ON SEAMING ERECTOR CAUTION:II 'Pp (SEE ERECTION DWGS.) SIDE APS. �IRE��,ph SAVE TA PE I II RUN O F EAVE ACT lR C tONfT14CAND/OR ROOF E FRAMING, PANSTRUT BE SEAMED THE ELS ME DAY BEFORE Ii INSTALLED D RINGTO PREVENT POSSIBLE DAMAGE TO PAN�THENG DAY YJOB SETS. Tj�H�FTI THIS IS ESPECIALLY IMPORTANT WHEN INCLEMENT WEATHER STRUT 'YC (WIND, SHOW, ETC.) IS EXPECTED. SECTION A-A CXP ROOF PANEL DETAILS INSTALLING ROOF PANELS CXP ROOF PANEL DETAILS CXP ROOF PANEL DETAILS (cx0303o2) INSTALLING ROOF PANELS INSTALLING ROOF PANELS (Cx030303) (CX030301) INSIRUCTIONSEOR USING CXP GAUGE BARS 1. ERECT PANEL #1 (STARTING PANEL) MAKING CERTAIN THAT LEADING EDGE (MALE RIB) IS LOCATED E CORRECT DISTANCE IN FROM THE STEEL LINE GAUGE BAR REOUIROJENES TH AND IS PARALLEL WITH THE RAKE OF THE BUILDING. WITH THE CXP ROOF SYSTEM IT IS VERY IMPORTANT THAT THE PANEL MODULE 2. CHECK STRAIGHTNESS OF THIS PANEL FROM EAVE TO PEAK AND INSTALL OF 24' BE MAINTAINED FOR THE ENTIRE LENGTH OF THE BUILDING. TO INSURE HOLD-DOWN CUPS ON LEADING EDGE PER CUP INSTALLATION INSTRUCTIONS. PANELS DO NOT GAIN' OR 'LOSE' COVERAGE AS THEY ARE BEING ERECTED, GAUGE BARS MUST BE USED AT THE FOLLOWING LOCATIONS: 3. ERECT PANEL #2. CHECK STRAIGHTNESS FROM SAVE TO PEAK AND INSTALL HOLD D DOWN CUPS CL75 ARE USED ON BUILDINGS THAN HE6-) BLOCK HOLD-DOWN ERTAINTOCUPS IN4 VERTICAL ANEL POSITION ON LEADING EDGE. MAKING AND BLANKET INSULATION THICKNESS NOT GREATER THAN R19 6 CERTAIN TO HOLD 24' PANE!. MODULE 1. AT EACH HOLD-ROAN CUP WHILE CUP IS BEING ATTACHED TO THE PURUN LOCATIOILEOR HOLD-DOWN CLIPS HOLD DOWN -ON EACH PURUN J0TST AT PANES.SD CLJP (CL75) 4. ERECT PANEL #3. HOOK A HOLD-DOWN CUP ON LEADING EDGE AT EACH 2. AT LOW EAVE WHILE INSTALLING FASTENERS THROUGH FLAT OF PANEL INTO ENDL'P< .AND PG P NAT PANEL PURUN. THEN. BEFORE INSTALLING CUP FASTENERS INTO PURUN, USE A EAVE STRUT :NOT USED AT BLDG SAVE STRUT GAUGE BAR, AS SHOWN, AT EACH CUP TO PULL THE LEADING EDGE OF THE -NOT USED AT LOW OR HIGH SDE EAVE PANEL BACK TO ITS 24' MODULE AND FORCE THE CUP INTO A VERTICAL 3. AT HIGH SIDE EAVE WHILE INSTALLING FASTENERS THROUGH OUTSIDE STRUT ON SNGI.E SLOPE BUILDINGS POSITION. USE TWO SCREWS TO FASTEN CUP TO PURUN. REMOVE GAUGE CLOSURE (CX21) AND FLAT OF PANEL INTO EAVE STRUT EAVE USEDNT TOP PURUN OF BELOW Q f BAR AND MOVE IT UP (OR DOWN) TO NEXT PURUN AND REPEAT CUP INSTALLATION PROCESS. 4. AT BELOW EAVE TIE-IN WHILE INSTALLING FASTENERS THROUGH OUTSIDE CLOSURE (CX21) AND FLAT OF PANEL INTO PURUN Robert Y NeoveS, P.E. 5. PANEL BONG EREC IS GAUGED FROM INTERLOCKED RIB LOCATED 48' G UUGE BAR O PANELS) OOKS OVER AN BACK FROM D UNDERANNG INTERLOCKED ANGLE RIB ANDDNB END OF #28380 Columbus, MS. AGAINST VERTICAL LEG OF RIBS STANDING SEAM. PLATE WELDED ON OTHER Gerald L. Hatch, P.E. IMPORTANT I END OF GAUGE BAR HOOKS OVER THE CUP WHICH IS BONG INSTALLED 55933 Columbus, MS. O HOLD PANEL MODULE, A I ON THE LEADING EDGE OF THE PANEL BEING ERECTED. GAUGE BAR MUST BE USED AT I ®HOOK CUP ON LEADING 6. REPEAT STEPS 4 AND 5 TO ERECT ALL REMAINING CXP ROOF PANELS. CXP PANEL GAUGE BAR Richard T. Smith, P.E. EACH CUP TO INSURE CUP IS EDGE OF PANEL AND 3547 LaGron e, GA. IN A VERTICAL POSITION BEFORE SWING TO VERTICAL. CXP PANEL GAUGE BAR � 9 CLIPS ARE INSTALLED. POSITION Gilliam S Harris, P.E. (2) Si'CUP FASTENERS #55176 Columbus, MS (2) Sr UP FASTENERS (2) ST CUP FASTENERS HOLD CXP PANEL O\�� " HOLD-DOWN CLIP (CL75) WN CUP (CLD7 5 CUP (CL75) Q HOLD-DOWN CXP PANEL k QgS1 aG� ®ALIGN DIMPLE O 2)` W/HOLE IN CUP BASE. PURUN NOTE. GJQ JG�Oa51 PURUN ON RO F CUP TRUUCCTUURAL LE LOOCCATIIONN I E BAR LAS S SNOTED ABOVEHOWN HERE T 'a�N (2) STST CUP F SECURE ASTENERS LOCATION A GAUGES 3 AND 4 IS ALSO USED NO GAUGE BARIS IN PLACE ON DING EDGWHILE E EDGE CUP IS INSTALLED PANEL.ID DRAWING USAGE CXP ROOF PANEL DETAILS STRUCTURAL DRAWINGS HOLD-DOWN CUP INSTALLA71ON C CENTER CUP BASE HOLD-DOWN CUP 1NSTALLA710N DRA144V DATE yafATHERN RFpay JOB NO. PURUN ON ROOF STRUCTURAL (cxo3o4.05) CXP ROOF PANEL DETAILS PRE-SOW 11-17-06 ram CPiCO BUIIf.7,/Ing Systems p0. DRA*ER 911 11-8-60317-1 AND SECURE W/ COLUMBUS MISSISSIPPI 39703 (2)/ST CUP o w HERSS FASTENERS (CX030404) PRE CHECKED VA TESTEVE 7 06 a Robertson Coco company (682)328-6722 MEMBER PRE ENGINEER DATE CUSTOMER. SHiP TO. M B M A HOLD-DOWN CUP INSTALLA77ON RED RABBIT STORES RED RABBIT STORES CXP ROOF PANEL DETAILS LG' )I�p7 4b PO BOX 48667 GEIGER ROAD Tp (CX030401) SCALE SAINT PETERSBUR FL 33743 ZEPHERHILLS FL 33539 SHEET NO N.T S ED CO7HRON PASCO COUNTY D6 of 10 G REL4SION DESCR/PAON RETAILER DA 7E ENG. DATE 9' ENDLAP REQUIREMENTS P LIRE X MAKING-UP D REFER TO C030503 LAPS ENDLAP COMPONENTS 1" BEFORE PLACING UPPER PANEL, 1. MAXIMUM PANEL LENGTH IS 42'-0. WHEN DISTANCE FROM EAVE TO RIDGE ST FASTENER LEND AT RF LAPPED MALE/FEMALE (OR HIGH SIDE OF A SINGLE SLOPE BUILDING) EXCEEDS THIS LENGTH (9 PER PANEL) LEGS IZONTAINP S NP UP (OR TO S ARE REQUIRED IN S PANEL RUNS. THE ENDLAP PROCEDURE DESCRIBED HERE APPLIES TO ALL ENDLAPS AFTER © UPPER PANEL TO A HORIZONTAL POSITION 2. ENDLAPS ARE MADE UP IN A STRAIGHT LINE ON A CONTINUOUS RUN OF THE FIRST RUN OF PANELS ALONG THE RAKE HAS BEEN INSTALLED. THE 3/16' X 3/4' r HAND CRIMPER PURUNS. ENDLAPS ARE LOCATED 9' UPSLOPE FROM PURUN WEB AND SEQUENCE OF STEPS ASSUMES THE FOLLOWING EXISTING CONDITIONS: ENDLAP PANELS LAP 5' AT SPLICE BACK-UP PLATES ARE USED AT ALL.. ENDLAPS. A. THE PRECEDING RUN OF PANELS {WITH ENDLAP) IS 1N PLACE MALE RIB FEMALE� FEMALE CXP 3.THE MALE LEG OF THE PANEL IS FACTORY NOTCH® (2 1/2" LONG) ONWITH HOLD-DOWN CUPS INSTALLED. MALE LEG HOLD-DOWN CUP PANEL BOTH LOWER (DOWNSLOPE) AND UPPER (UPSLOPE) PANELS TO PROVIDE FOR B. THE UPPER 4' OF THE LEADING MALE LEG OF THE PRECEDING INSTALL THESE TWO LEG REQUIRED 1N y} BACK-UP TE EASIER ERECTION. THE FEMALE LEG IS NOT NOTCHED REQUIRING THIS LEG LOWER PANEL HAS BEEN BEM'TO A HORIZONTAL POSITION. FASTENERS FlRSf EVERY RIB / TO BE OVERLAPPED FOR THE FULL 5' OF THE ENDLAP. C. TUBE CAULKING HAS BEEN INSTALLED OVER THE TOP OF THE AT PURUNS CXP_J (CX10) �� 4. WHEN ENDLAPS ARE REQUIRED IN PANEL RUNS, SHEETS MUST BE INSTALLED WORKING FROM EAVE TO HiGH SIDE LEADING EDGE OF ALL PANELS iN BUTT JOINT OF THE LEADING MALE RIB LEGS OF THE PRECEDING U7 ENDLAP FASTENERS PANE- FRONT EDGE EACH RUN MUST BE KEPT IN A STRAIGHT LINE AND 24' PANEL MODULE UPPER AND LOWER PANELS. 'n PURUN OF MASTIC PEG 6• �' MUST BE HELD AT EAVE, HIGH SIDE AND ENDLAPS. D. THE LOWER PANEL OF THE NEXT RUN OF PANELS IS IN PLACE L! 4 1. BEFORE PLACING UPPER PANEL, USE THE HAND CRIMPER AT PRECEDING ( R LEG ELD ENDLAP To CLOSE erzaE PROs AND ON.BTHIS WILLFMAI<E IT ED MALE/EASIER TFE10.1ALE SECTION A-A MALE RIB LAP FEMALE LEG OF UPPER PANEL. (SEE CX030505) o c� I WITHOUT THERMAL BLOCK 1 3 1 3 3 1 3 1 8 ' I \ �O 2. USE DUCKBILL PLIERS AT THE UPPER END OF THE LEADING MALE LEG <m I CXP sf • 5 OF LOWER PANEL TO BEND UP A 4' LONG PORTION TO A HORIZONTAL POSITION. THIS IS TO MAKE if EASIER TO LAP 2 1/2" NOTCH OF UPPER a © FIELD BEND LAPPED I ANC pCa� (UPPER PANEL) PANEL UNDER THE MALE LEG OF THE LOWER PANEL. (SEE CX030506) Q o MALE/FEMALE LEGS TO i '4H�CFp FACTORY NOTCHED MALE LEG , HORIZONTAL POSITION 3. SUP BACK-UP PLATE (CX10) ONTO END OF LOWER PANEL ENGAGING No HORN CX030505) (2 1 j2' LONG) FEMALE RIB THREE TABS ONTO FIAT OF SHEET AND MAKING CERTAIN THAT LOWER ®TUBE I 5" EDGE OF BACK-UP PLATE RESTS ON PURUN FLAIIGE. O5 TUBE CAULKING O5 TUBE CAULKING ! 1� MAS11C AND TUBE • (SEE MALE RIB (SEE FEMALE CAULKING REQUIRED 4. MEASURE DOWN 5' FROM END OF LOWER PANEL AND MARK FEMALE RIB. N ` DETAILS) RIB DETAILS} ST FAST 1 kCRIMPER TO SEAT.ENDLAPS USE THIS MARK TO ALIGN LOWER END OF UPPER PANEL INSTALLED IN DETAILS) o (9 PER PANEL) O O O (SEE MAKE-UP FEMALE LEG STEP 6. NOT NOTCHED CRIMPER 5. PLACE A STRIP OF 3/16' X 3/4"TAPE MASTIC ACROSS FLAT AND UP n 3j16' X 3/4' MALE RIB RIBS OF PANEL TO SEAL BETWEEN LOWER AND UPPER PANELS. AT — ----r — — — ENDLAP MASTIC MALE AND FEMALE RIBS, APPLY TUBE CAULKING AS SHOWN IN DETAILS. N CXP BACK-UP PLATE .� O3 BACK-(P ) T HOLD-DOWN CUP PANEL FEiAALE O O 6. PLACE UPPER PANEL PANEL MUST BE HELD VERTICALLY TO INTERLOCK 10 o PLATE CX10 REQUIRED IN BACK-UP MALE RIBS OF CXP iNS FEMALE LEG WITH THE MALE LEG OF PREVIOUSLY LAID UPSLOPE x o EVERY RIB PLATE RIB OF LOWER AND � (LOWER PANEL) FEMALE RIB PANEL (PLUS 5" OVERLAPPING FEMALE LEG OF LOWER PANEL) AND oo rd OS 3Mj °% 3/4' AT PURUNS CX (CX10) PANEL MALE THEN ROLLED INTO POSITION. AT ENDLAP, HOLD FLAT OF PANEL UP ma "U O4 END OF UPPER TAPE MASTIC PANEL FRONT EDGE FEMALE OFF MASTIC UNTIL 2 1/2" NOTCH ON MALE LEG CAN BE TUCKED UNDER q (l THERMAL MALE LEG OF LOWER PANEL, THEN DROP FLAT INTO PLACE. USE LT=G- PANELOF MASTIC C-CLAMPS ON BOTH FEMALE AND MALE RIBS TO FORCE THEIR TO NEST a§ate LOWER PANEL liiiBLOCK SNUGLY. (SEE CX030509) O PURLIN —� 7. MEASURE UP 1 1/4" FROM END OF UPPER PANEL AND MARK A DOT FOR a SECTION A-A OPEN JAWS OF CRIMPER AND PLACE PNOT CRIMPER TO BEND CXP ROOF PANEL DETAILS EACH ENDLAP FASTENER. INSTALL FASTENERS THROUGH BOTH UPPER SHEETING DIRECTION OVER RIB AS SHOWN. CLOSE JAWS MALE/FEMALE RIM LEGS E O ENDLAPS IN PANELS AND LOWER PANELS INTO BACK-UP PLATE. AFTER CONDITIONS WITH THERMAL BLOCK TO BEND FEMALE LEG AROUND MALE HORIZONTAL POSITION A. B. C, AND D (LISTED AT TOP OF PAGE) HAVE BEEN COMPLETED. AP�rC BY FORMING LEG. (CX03o501) REPEAT STEPS I THRU 7 FOR THE NEXT PANEL RUN ENDLAP. TO SHEET CONFIGURATION, WORKING FROM ONE SIDE CXP ROOF PANEL DETAILS OF SHEET TO THE OTHER. ENDLAPS IN PANELS ENDLAPS IN PANELS ENDLAPS iN PANELS REMOVE PAPER BACKING JUST CXP ROOF PANEL DETAILS BEFORE PLACING UPPER PANEL CXP ROOF PANEL DETAILS (CXo3a504) N NG PANELS AT ENDLAPS (CXo30505) DETAIL AT (CXa3a502) MALE RIB ENDLAPS IN PANELS MA�L.E�/AFE LACE UPPER PANEL CXP ROOF PANEL DETAILS BEFORE PLACING UPPER PANEL (CX03D503) RIB SEND 4" OF MALE LEG OF UPPER PAN LEADING MALE RIB UP TO A HORIZONTAL POSITIONS. FIELD BEND LAST 4" OF • MALE LEG FIELD BEND 6" OF �. OL TUBE MALE LEG TO HORIZONTAL �y NOTCHED LAPPED MALE/FEMALE FA F4C gA TAPE CAULKING LOWER PANEL. . a O� (SEE CX030506)PLIERS 7 LEGS TO HORIZONTAL <E` j MASTIC y POSITION USING HAND <F ti S£FTy ' O 5 yl r= R CRIMPER (SEE CXO30505) TUBE C P G CAULKIN CAULKING UPSLOPE END LOWER PANEL R\0 UPSLOPE END OF LOWER CXP PANEL ENDIAPS �. gE OF LOWER PANEL 2" TUB PANEL CAULKING / \� 0 A A \ 2' NBE CAULKINCL / AFTER ORT OTE STOP TAPE MASTIC AT INSTALLIPPER PANEL NG ENDLAP FAS IN ASTENERS. THE UPPER AND p a 3/4' X 3/16" LOWER CE. AND BEFORE �F' • • \ �Q 3/16" X 3j4' TAPE MASTIC / iOF SEAM ENDLAP. OTHERWISE. f PANELS t!T yyNLBE GL BE DIHTLY FFICULT TO AT E TAPE MA5TiC / Robert Y. Neaves, P.E. • // OBTAIN A WATERPROOF ENDLAP AND SEAM. #28380 Columbus, MS. 5y� y STOP TAPE � 't���►, / DASHED LINE TO INSURE THAT THE PANEL RIBS ARE NESTED 0'L'C pt0 MASTIC AT DASHED LINE �\ IS LOCATION OF TIGHTLY, APPLY LOCKING C-CLAMPS (OR SIMILAR Gerald L. Hatch, P.E. VERTICAL . is LOCATION OF DOWNSLOPE END FEMALE RIB DEVICE) TO EACH RIB APPROXIMATELY 2' UPSLOPE 5933 Columbus, MS C LEG OF SEAM DOWNSLOPE END OF UPPER PANEL. FROM THE BOTTOM END OF THE UPPER PANEL AS OF UPPER PANEL WHEN INSTALLED SHOWN ON DETAILS BELOW. THE CLAMPS SHOULD Richard T. Smith, P.E. WHEN INSTALLED REMAIN IN PLACE UNTIL THE ENDLAP FASTENERS SEALANT PLACEMENT HAVE BEEN INSTALLED. #43547 LaGrange, GA. SEALANT PLACEMENT � e Gilliam S. Harris, P.E. DUCKBDUCKBILL APPLY TUBE CAULKING MALE LEG FEMALE LEG FEMALE LEG ON LCOCC P LOCKING ENDLAP #55176 Columbus, MS. ACROSS TOP OF BUTT UOVVEERLAPPER PS FEMALE C-C � FASTENERS MALE LEG JOINT BEFORE INSTALLING G ADJACENT PANEL LEG ON LOWER PANEL 5' • TOP OF SEAM OF UPPER PANEL BOTH MALE LEGS 4� ��� LOWER PANEL MEET TO FORM \ UPPER PANEL UPPER PANEL // BUTT JOINT \ LEADING MALE RIB OF LOWER LEADING MALE RIB OF LOWER INSTALL MOLE LEG IS UPPER PANEL BACK-UP PLATE PANEL BEFORE BENDING PANEL AFTER BENDING UP NOTCHED END UPSLOPE END UPSLOPE END CONTINUOUS BACK-UP PLATE LOWER PANEL MALE LEG OF UPPER PANEL OF LOWER OF LOWER UNDER OVERLAP ��PANEL PANEL / / IN FEMALE p Q LEG OF LOWER UNDER MALE \\ Si FASTENS �9P/FASTENERS 7 G DETAIL AT MALE RIB DETAIL AT MALE/FEMALE RIB ENDLAPS IN PANELS PANEL THROUGH PAN E7�� TND TAPEUGH PANELS CXP ROOF PANEL DETAILS INTO BACK-UP AND MASTIC PLATE (CXiO} INTO BACK-UP (CX030506) ` s, PLATE (Cx70)��/ / ENDLAPS IN PANELS ` / CXP ROOF PANEL DETAILS �a0� / (CX030509) LOWER PANEL ` h '• LOWER PANEL DETAIL OF MADE—UP RIB DETAIL OF MADE—UP RIB DRAiNNG USAGE STRUCTURAL DRAWINGS DRAWN DATE SOUTHERN REGION JOB NO. DETAILS AT MALE RIB DETAILS AT FEMALE RIB P.O. PRAYER Oil 11-B-6D317--1 CXP ROOF PANEL DETAILS CXP ROOF PANEL DETAILS PRE-SOW 11-17-06 �CgCp eUj,fd�n9 Systems [ E /\\/ ENDLAPS IN PANELS ENDLAPS IN PANELS PRE CHECKED DATE — a Robertson Ceco company Calf)328-6722 28 USSLSSPP!39703 q P - Pay (662) MEMBER END L / 1 a (CX030507) (CX030508) SIEVE 11 .17 06 CUSTOMER: SHIP T0: PRE ENGINEER DATE RED RABBIT STORES RED RABBIT STORES M B M A c� ALE 1147-A& PO BOX 48667 GEIGER ROAD sip SCALE SAINT PE71775BUR FL 33743 ZEPHERNILLS FL 33539 SHEET NO. ION DESCRIPTION N.T.S. ED COTHRON PASCO COUNTY D7 of 10 RETAILER DATE ECG. DATE BUILDING ALL APPLICABLE" ELECTRICAL, L. MECHANIC;N,_CO t& ;. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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