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HomeMy WebLinkAbout025-220-066GENERAL FOUNDATION NOTES AND CONCRETE DETAILS 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS. PRESENT AT THE ACTUAL JOBSITE. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 7.. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE t 1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A t 1/8 INCH TOLERANCE. 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS.. 9. UNLESS EXPLICITLY NOTED OTHERWISE. ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED. FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE RISC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. BASE ANGLE FASTENER NOT BY A.B.C.) BASE ANGLE MINIMUM 1/4" 0 CONCRETE ANCHOR BOLT 5'-0" O.C. MAXIMUM SPACING OR EQUAL BY OTHERS) BASE ANGLE DETAIL 1/2" 0 ANCHOR BOLTS X 6- \ (SEE NOTES #13 & #14) 1 3/8-1_1 NOMINAL DOOR WIDTH _1 11 3/8' TYPICAL OVERHEAD DOOR LAYOUT BASIC MATERIAL SPECIFICATIONS FINISH FLOOR 1/2' 0 ANCHOR BOLTS (SEE NOTES #13 & #14) SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) PRIMARY FRAMING STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION ASTM A36, ASTM A572, OR ASTM A992 - GRADE 50. STEEL. FOR BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 55 WITH A MINIMUM YIELD OF 55 KSI, OR ASTM A1011 GRADE 55 , OR ASTM A529 GRADE 55 STEEL FOR ALL ENDWALL "C" SECTIONS SHALL MEET THE .PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A1011, GRADE 55. . STEEL FOR TUBE SECTIONS SHALL CONFORM TO ASTM A500 -GRADE B. STEEL FOR PIPE SECTIONS SHALL CONFORM TO ASTM A53 -GRADE B OR ASTM A500 -GRADE B. SECONDARY FRAMING STrFl STEEL USED TO FORM PURLINS, GIRTS. SAVE STRUTS AND "C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A1011, GRADE 55 - STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A653 GRADE 50. WITH A MINIMUM YIELD OF 55 KSI, TYPE A OR CLASS 3, G90 COATING DESIGNATION AS DESCRIBED IN ASTM A525. ROOF AND WAI I PANEL MATERIAL EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A653 GRADE E. MINIMUM YIELD STRESS SHALL BE 80 KSI. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS OF ASTM A653 GRADE D. MINIMUM YIELD STRESS SHALL BE 50 KSL PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL. COATING DESIGNATION AZ. 50, CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 80. MINIMUM YIELD STRESS SHALL BE 80 KSI. PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 50, CONFORMING TO THE REQUIREMENTS OF ASTM A792 GRADE 50. MINIMUM YIELD STRESS SHALL BE 50 KSI. BRACE MATERLALS1 BRACE CABLES: ASTM -A475, 7 -STRAND EHS WIRE CABLE BC4 = 1/4" DIA BCS - 5/16" DIA. - BC6 = 3/8" DIA. BC8 - 1/2' DIA NO.1 REVISIONS MADE I CK'D I DATE JENGRI DATE I NO.j REVISIONS - T _ CERTIFICATION AND SCHEDULE OF DRAWINGS THIS IS TO CERTIFY .THAT THE METAL. BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE: 1. METAL BUILDING DEAD LOAD (D) ' . 1. 0 + C + L 2. 1.0 Psf COLLATERAL LOAD (C) 2. D + W 3. 20.0 psf ROOF LIVE LOAD (L) 3. D + C + E/1.4 4. 20R psf FRAME LIVE LOAD (L) AB -1 5. 0.0 PSF GROUND SNOW (PG) NEW BUILDING IS DESIGNED AS AN ENCLOSED BUILDING 6. 80.0 mph WIND VELOCITY (W) WIND EXPOSURE CATEGORY = C ABC HAS PROVIDED A CAPACITY OF 1.0 PSF UNIFORM WIND IMPORTANCE FACTOR = 1.00 COLLATERAL LOAD. NO SPECIAL PROVISIONS HAVE BEEN MADE ASW -3.0 FOR CONCENTRATED POINT LOADS ON FRAME RAFTER OR 7. SEISMIC LOAD DATA (E) PURLINS. SEISMIC ZONE - 3 E-02 SEISMIC IMPORTANCE FACTOR = 1.00 0 SOIL PROFILE TYPE = Sd IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD 06/06/02 (E.O.R.) TO ENSURE THAT ALL STRUCTURAL SYSTEMS AND SSC -2.4 COMPONENTS NOT BY ABC INTERACT COMPATIBLY WITH ABC ABC HAS PROVIDED NEW STRUCTURES ACCORDING TO (S) STRUCTURAL SYSTEMS AND COMPONENTS. SEE CALCULATION PACKAGE FOR DEFLECTIONS AND SPECIFICATIONS OF ABC THE ABC PURCHASE ORDER AND COMPANY STANDARDS. MATERIALS AND COMPONENTS. ABC IS NOT RESPONSIBLE FOR VERIGYING THAT ABC'S 0 DESIGN AND DETAIUNG IS COMPATIBLE WITH MATERIALS BJD-1.0 BY OTHERS. LOC -6.4 NOTES : ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS CERTIFIED WELDER USING E70XX ELECTRODES. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODE. 1997 Uniform Building Code THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER- PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS , MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY "GENERAL ERECTION GUIDE" THE MBMA MANUAL, LATEST EDITION AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. PRODUCT APPECLVALS AND CERTIFICATION';- 1. RTIFI ATION';-1. STANDARD BUILDING CODE - SEICC1 194100, 12 BASIC STYLES. 2. UNIFORM BUILDING CODE (ICBG) - # FA -285 -CARSON CITY, NEVADA PLANT. - 3. INDIANA - 31 MASTER PLAN FILE NUMBERS (PLEASE CONTACT YOUR CUSTOMER SERVICE COORDINATOR FOR MORE INFORMATION). _ 4. WISCONSIN-# 960032-M. 13 BASIC STYLES. 5. CITY OF CLEVELAND, OHIO DOCKETS S-52-82 6. CANADIAN MELDING BUREAU DIVISION 1 CERTIFICATION AT EL PASO, CARSON CITY & LACROSSE. 7. AISC QUALITY CERTIFICATION, CATEGORY MB. S. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. 9. PLANT CERTFICATION AT CARSON CITY FOR OGDEN. UTAH. 10. CITY OF LOS ANGELES FABRICATORS LICENSE 01390 AT CARSON CITY PLANT. 11. CITY OF HOUSTON, TEXAS FABRICATOR APPROVAL #478. 12. STANDING SEAM 11/ STANDING SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 93, 210A & 389 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 13. LOC SEAM / LOC SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 238, 238A, 2388, 238C, 331, 332, 236, 451, 487 & 567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 14. LONG SPAN / LONG SPAN III PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 71, 161 & 167 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 15. 22 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. 16. 24 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-60, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 17. 26 GA. LONGSPAN HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. 18. 24 GA LONGSPAN HAS MET. FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. 19. 22 GA LOC -SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180. 20. 24 GA LOC -SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 21. 24 GA. LOC -SEAM MODIFIED WITH 3M-VHB TAPE #4950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. 22. DADE COUNTY FLORIDA ACCEPTANCE NO. 99.0609.04 - 24 GA STRUCTURAL STEEL 1 3/16" X 36" ARCHITECTUFAL 11 WALL PANEL. 23. DADE COUNTY FLORIDA ACCEPTANCE NO. 99.0609.03 - 24 GA. STRUCTURAL STEEL 1 3/16" X 36" LONGSPAN WALL PANEL. 24. DADE COUNTY FLORIDA ACCEPTANCE NO. 99.0609.02 - 24 GA STRUCTURAL STEEL 1 3/16" X 36" LONGSPAN ROOF PANEL. 25. DADE COUNTY FLORIDA ACCEPTANCE NO. 00.0929.07 - 24 GA. STRUCTURAL STEEL 3" X 24" STANDING SEAM 360 MADE I CK'D I DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE - STATUS SHEET ER DATE REV. NO. R NUMBER ABC -1 06/06/02 0 LOC -5.0 ABC -2 06/06/02 0 VF5-4.0 AB -1 06/06/02 0 LSR-8.0 AB -2 06/06/02 0 ASW -3.0 E-01 06/06/02 0 SFL-2.0 E-02 06/06/02 0 ECD -1.0 E-03 06/06/02 0 SSC -2.4 E-04 06/06/02 1 0 LOC -6.3 E-05 06/06/02 1 0 WAD -4.0 DATE I REV. NO. AMERICAN BUILDINGS COMPANY DRAWING. 51 153701 ABC- 1 REV.NO. NUMBER' 0 STANDARD ERECTION SHEETS JOHN MONTGOMERY ASW -1.0 DWF-3.0 LOC -5.0 LSR-7.0 SFS -4.0 SSG -2.1 VF5-4.0 ASW -2.0 DWF-4.0 LOC -6.0 LSR-8.0 SFL-1.0 SSG -2.2 WAD -1.0 ASW -3.0 I DWR-1.0 X LOC -6.1 LSR-9.0 SFL-2.0 SSG -2.3 WAD -2.0 BID -1.0 ECD -1.0 LOC -6.2 LSR-10.0 SPH -1.0 SSC -2.4 WAD -3.0 BID -2.0 ECD -2.0 LOC -6.3 LSR-11.0 SPW-1.0 SSG -2.5 WAD -4.0 BJD-1.0 EOH-1.0 LOC -6.4 LSW-1.0 XSPW-2.0 SSG -3.0 WAD -5.0 BUD -2.0 GTD-1.0 LOC -67.0 LSW-2.0 X SPW-3.0 SSG -4.0 WAK-1.0 BJD-3.0 GTD-2.0 LOC -7.0 LSW-3.0 SPW-4.0 SSG -5.0 WAL-1.0 BPD -1.0 LBD-1.0 LOC -8.0 MDW-1.0 SRO -1.0 SSG -6T.0 WAL-2.0 BPD -2.0 LBD-2.0 LOC -9.0 MDW-2.0 SRO -2.0 SSG -7.0 WAO-1.0 CND -1.0 LFD-1.0 LOC -10.0 MSW -1.0 SS2-1.0 SSG -7.1 WAO-2.0 CSD -1.0 LFD-2.0 LOC -10.1 PFD -1.0 SS2-2.0 SSG -8.0 WAO-3.0 DEF -1.0 LFD-3.0 LOC -11.0 RFO-1.0 SS2-2T.0 SSG -9.0 WAW -1.0 DLT -1.0 LFD-4.0 LOC -12.0 SDB-1.0 SS2-3.0, SSG -10.0 WAW -2.0 DMF -1.0 X LFD-5.0 LOC -13.0 SED -1.0 SS2-4.0 SSG -11.0 WAW -3.0 OND -1.0 L02-1.0 LSR-1.0 SF4-1.0 SS3-1.0 VF4-1.0 WAW -4.0 DRB -1.0 L03-1.0 LSR-2.0 SF4-2.0 SS3-2.0 VF4-2.0 WAW -5.0 DRB -2.0 I LOC -1.0 LSR-2.1 SF4-3.0 SS3-2T.0 VF4-3.0 WAW -6.0 DRF -1.0 LOC -2.0 LSR-3.0 SF4-4.0 SS3-3.0 VF4-4.0 DRF -2.0 LOC -3.0 LSR-4.0 SFS -1.0 SS3-4.0 VF5-1.0 DWF-1.0 LOC -4.0 LSR-5.0 SFS -2.0 SSG -1.0 VFS-2.0 DWF-2.0' LOC -4T.0 LSR-6.0 SFS -3.0 SSG -1.1 I I VF5-3.0 THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGH OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS STRUCTURE. CERTIFICATION EXCLUDES THE ERECTION OF THE n(1�ESSI�iAi _ AMERICAN BUILDINGS COMPANY DRAWING. 51 153701 ABC- 1 REV.NO. NUMBER' 0 JOHN MONTGOMERY IIFOR CONSTRUCTION DRAWN BY: MENDY 06/06/02 524 STIMPSON RD. [ ] FOR APPROVAL [X] FOR PERMIT ONLY CHECKED BY: 7 OROVILLE CA [ ] FOR PRELIMINARY DESIGN APPD BY:[02.ELITE STEEL BLDG, SYS. CAD BY:- I JOHN PAUL 06/04/02 13:44:47 Ver. 16.1 AMERICAN BUILDINGS COMPANY DRAWING. 51 153701 ABC- 1 REV.NO. NUMBER' 0 ROOF PANELS WALK DOORS ROOF CURB FRAMING RECENT PRODUCT REVISIONS TYPE:_._L3P OAGE•26 COLOR_QGRP70_ QTY SIZE TYPE SWING -LOCKSET CLOSER COLOR LINER TRIM LINER TRIM SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS PAINT WARRANTY: NO WEATHERTIGHTNESS WARRANTY•NQ— COLOR COMPANY (A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. 2 X 3070 _ 6070 XM —NL __HG NON HCS — _______ X —YES —NO WHITE N0 THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000][. UL 90 CERTIFICATION�NO_ —YES _X __ THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY! — —3070 — 6070 —M —NL —HG —- _______ —YES —NO WHITE __YES __NO CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. — _ 3070 6070 —M _-NL —HG —_ _--_ —YES —NO WHITE —YES —NO !—_ 07Y WIDTH LENGTH SLOPED AT RIDGE — - 3070 6070 __M —NL —HG —YES —NO WHITE __YES —NO -- ----- ---- --- WALL PANELS --- --- ---- -- --- TYPE•• QP --_ GAGE:26 COLORz-�ANrZC BASEL BA FRAMED OPENINGS ROOF CURBS PAINT WARRANTY•: NO QTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. CAGE COLOR COLOR ---- ------ 8" 18 ------ 4 72' — 12' — — X NO NO —_YES —YES -L____—_ ------- ---- 8' 18 ----- EAVE TREATMENT —YES —NO _YES _-No _—__— __ STANDARD GUTTER W/ DOWNSPOUTS 4Q9 FT O.C. (MAX) -- - —_—__ —YES __NO —YES __NO SKYLIGHTS /WALL LIGHTS __— FLANGE BACK GUTTER W/ DOWNSPOUTS FT O.C. (MAX)— - ---- YES -_NO —YES —NO --"-�- -- TRANSLUCENT SKYLIGHTS OTY:—__ SIZE:--_ TRIM__— ____ SIMPLE EAVE TRIM —_YES —NO —YES __NO __ TRANSLUCENT 4' S" WALL LIGHTS OTY:__ ____ DELUXE EAVE TRIM --- ----- __—__ —_YES —NO —YES —NO ICE AND SNOW TREATMENT NO• --- - ---- ---- —_YES —NO —YES —NO _— ----- __—_ — _ —_YES —NO —YES —NO _—_— CLEAR CORNER TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT -- ----- --- — —_YES TRIM COLORS - —NO __YES __NO _�— — — _—-- --- _ --YES —NO —YES —NO RAKE TRIM: _J�VP]Sl RGUTTER / EAVE: _EYCLRPi4_ -- � -- --- -- --_ --- --- DOWNSPOLTTSZ.-SIA-Np,]Q FRAMED OPENINGS:-LVGBP70 - FACIA PANEL TYPE --__ GAGE: —_ COLOR: — TRIM COLOR:____ WINDOWS CORNER: —IMEM BASE TRIM: _BR2-- SOFFIT PANEL TYPE: —_ GAGE: COLOR: _ TRIM COLOR: ----- MISCELLANEOUS: SELF -FLASHING THERMA-PANE GLASS, BURNISH SLATE - —_ BACK PANEL TYPE : __—_ GAGE: —_ COLOR: —. TRIM COLORS---_ QTY WIDTH HEIGHT LINER TRIM LINER TRIM - COLOR PRIMER COLOR 4 —4T -XCL- --? NO — -- CANOPIES RED OXIDEd_$—. GREY:-- SPECIALS—__— _YES _NO --- ---- - --- CLEAR SOFFIT SOFFIT OTY EW SW SLOPE PROJECTION .LENGTH UNDER BEAM PANEL TYPE COLOR ROOF FASTENERS __— _ _—YES —No STANDING SEAM II _-- _—_ _—YES --NO A. 014 X 1 SELF DRILL HEX HEAD -- -- B. 014 X 1 SELF DRILL HEX HEAD W/ WASHER _—YES _—NO —�— EAVE TRIM TRIM COLORS--_— DOWNSPOUT ELBOWS ONLY: DOWNSPOUT RETURN: STANDING SEAM III A. 014 X1 SELF DRILL HEX HEAD B. 014 X 1 SELF DRILL HEX HEAD W/ WASHER LOUVERS OVERHANGS WHITE ADJUSTABLE W/ BIRD SCREEN OTY PROJECTION LENGTH SOFFIT TYPE COLOR GAGE COU A. 012 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER SW _— ____ —_—___ 26 - B. 14 X 7/8 SELF DRILL HEX HEAD W WASHER OTY WIDTH. HEIGHT LINER TRIM U COLORIM SW26 _— _--- --_—__ —_---- '- _ �a LOC SEAM — — --YES —NO BUILDING �f"'d i'MENT A. 014 X 1 SELF DRILL HEX HEAD W/ WASHER — — DOWNSPOUT ELBOWS ONLY. DOWNSPOUT RETURN: B. 014 X 1 SELF DRILL HEX HEAD W/ WASHER WALL FASTENERS _ —YES —_NO _—_— --- --- —YES —No --- --_ EW --- -------------- ------------- zs IR oft ----- —_YES —NO --- -------------- ----- ----- 28 LONGSPAN OR ARCHITECTURAL A. 012 X 1 1/4 SELF DRILL HEX HEAD W/ CLEAR WASHER — B. 014 X 7/8 SELF DRILL HEX HEAD W/ CLEAR WASHER —_- ___— _—YES —NO _—__— PARTITIONS OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR SHADOW PANEL LINER PANELS ______ - —_—__ A. 012 X 1 SELF DRILL HEX HEAD W/ NUT BLANK —_ —_ __--_ — B. 014 X 7/8 SELF DRILL HEX HEAD W/ CLEAR WASHER - LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR --_— TRIM FASTENERS -- -- --- — -- --YES ---NO ---- ALL FASTENERS ARE 014 z 7/8 SELF DRILL W/ CLEAR WASHER - ------ — -- ---YES --NO ----- ----- ------------ —_-- -- ----- -- ---- -- -- --YES _—NO FASTENER NOTE A SHEETING/FLASHING TO STRUCTURAL CONNECTIONS __ _ _ _ _ _ — " - --YES __-NO_ : 8 SHEETING/FLASHING TO SHEETING/FLASHING CONNECTIONS SPECIAL NOTES ROUND 20' THROAT WHITE VENTILATORS B INSULATION OUANT17Y RIDGE MOUNTED SLOPE MOUNTED QgpFESS/p,�, WA l NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR _—_ __-- --_ ( �/O ` ROOF X_ ___ __— -- ___ _— 9' X 10' RIDGE VENTILATORS WALLS ____ �S_ _— __— _— — - 2- QTY AT 10' SECTIONS __ LINEAR FEET CONTINUOUS v' No. 62269 m - RIGID BOARD: ROOF._ WALLS:_ BEARING PLATE:—__ C.D� rn Ex .09-30-05 THERMAL BLOCK: --N& BY ABC:— BY OTHERS:— (3/4" THICK .ONLY) ROOF JARS ROOF ����©� SPACER STRIP :-- (FOR LOC SEAM WITHOUT INSULATION) OTY___ DK 1/4' 4" DIAMETER MISCELLANEOUS MATERIAL CIVIL -3 - ____ OK -5 4r - 7" DIAMETER ��P ��nr ^ [` t? - —_ DK -8 7" - 15" DIAMETER - UN NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE , CA ELITE STEEL BLDG. SYS. MODESTO CALIFORNIA AMERICAN BUILDINGS COMPANY [ FOR CONSTRUCTION [] FOR APPROVAL [X] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 CHECKED BY: j�'J DESIGN APPD BY: 11AIIAl Q �DRAWING. BER' 51153701 ABC -2 REV.NO. 0 N PAUL 06/04/02 13:44:47 ver. 16.1 BP03-A 4? of pl 01 toi. l I m i 3 1 a I o f m I 1 t (BRACED BAY) _. 1 a o m I 1 1 I a. o m l I 1 00 O I I QApFESS/pN O ANCHOR BOLT PLAN BU77E COUNTY COUNTY F O 1 1 C'30.62269 m BOTTOM OF BASE PLATE ELEV. = 100'0' UI 1 O io p n 1 I ; 1 1 i 601/02t pftKA iw�' 0 1 DRAWING SUBMITTAL STATUSJOHN 1 1 1 I i I a I c l o, m a I a l oa a( e l o a 1 CHECKED BY: 61 1 m m 51153701 AB -1 REV.No• 0 (BRACED BAY) 06/04/02 13:44:47 Ver. 16.1 23'4 P o I 24'8 1 2 3 1- 4 I 75'0 OUT 10 OUT OF CONCRETE QApFESS/pN t�0 EN WA ANCHOR BOLT PLAN BU77E COUNTY COUNTY F FINISH FLOOR ELEV. = 100'0- C'30.62269 m BOTTOM OF BASE PLATE ELEV. = 100'0' BUILDING DEPARTMENT Xp.(19.30-05 � 601/02t pftKA iw�' civiv OFCAAP-^Vr-ICA��\Q NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUSJOHN SCALE: NONE DATE MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS. MODESTO CALIFORNIA AMERICAN BUILDINGS COMPelgANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [X] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 CHECKED BY: 61 DESIGN APPD BY: ( / p DRAWING. NUMBER' 51153701 AB -1 REV.No• 0 CAD BY: JOHN PAUL 06/04/02 13:44:47 Ver. 16.1 ,'7 1 OUTSIDE OF SLAB m I M 7b N 3/4'AB 12 12 , 5 BP02-A (3/8" PLATE) OUTSIDE - OF 10 N N N 1" 3 3 4 42 n BP03-A (5/16 PLATE) 5 1 11 11 3/47AS N � M M ( O E f 1.7 "1 BPO 1-A (3/8" PLATE) OUTSIDE OF SLAB 0 M 3/1CAB 2-F21 1 6 BP05-A (3/8" PLATE) BP04-A (3/8 PLATE) REACTION SCHEMATICS & BASEPLATE DETAILS 4 OUTSIDE sLOAB m I 0 M 3/4 -AB 2 2 1 6 BP07-A (3/8" PLATE) OUTSIDE OF a SLAR f BP08-A (1/4!' PLATE) 6 1 2 1 2 3/,CAB M a O I m IIu I� DU' II S BP06-A II (3/8" PLATE) A� C B D REACTION TABLE (kips) LOAD DESC WIND I A B I C I D D + C + L L ->R 2.7 8.3 -2.7 8.3 D + W,-> L-> -5.4 -7.0 -1.1 -3.7 D + W2-> L-> -5.4 -0.4 -4.6 0.4 D + W7//RIDGE R-> 0.3 -4.5 -0.3 -4.5 D+C+E/1.4-> L ->R 0.2 1.8 -1.2 2.8 FRAME LINES 02-04 MAXIMUM ENDWALL REACTION TABLE (® F.L. 1.) MAX. COMPRESSION = 5.9 K MAX. UPLIFT = -6.7 K MAX. SHEAR = -2.6 K MAXIMUM ENDWALL REACTION TABLE (@ F.L. 4.) ------------------------------ MAX. COMPRESSION = 1.0 K MAX. UPLIFT = -1.0 K MAX. SHEAR = -2.0 K WIND 4.OK \/ E/1.4 W/O [leo 1.6K SCALE: NONE DATE JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS. 12.3K4.OK t2.3K +0.9K1.6K tO.9K X -BRACING REACTI❑NS X -BRACING REACTI❑NS (WIND DIRECTION MAY BE OPPOSITE) (SEISMIC DIRECTION MAY BE OPPOSITE) BASED UPON ONE BRACED BAY 8 LINE A, F BASED UPON ONE BRACED BAY 8 LINE A, F WILD 3.2K E/1.4 W/O no 0.5K\O.SK +2.7K3.2K t2.7K OAKt0.4K X -BRACING REACTI❑NS X -BRACING REACTIONS (WIND DIRECTION MAY ) (SEISM C DIRECTILIN MAY BE OPPOSITE) BASED UPON ONE BRACED BAY BASED UPON ONE BRACED BAY 2 F.L. 1 2 F.L. 1 `n No. 62269 m Ex . 09 M-05 * �f8��2 OFGAI���\� NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL sTArus SCALE: NONE DATE JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS. CALIFORNIA MODESTO le eigu" AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [x] FOR PERMIT ONLY (] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 CHECKED BY: DESIGN APPO BY] ® DRAWING, NUMBER' `'1153701 AB -2 REV.NO. 0 CAD BY: JOHN PAUL 06/04/02 13:44:48 Ver.. 16.1 7 5'0 PURLIN LAP (TYP. U.N.) t 2 3 ' 75'0 OUT TO OUT OF PURLIN LINE I S1-SA2-5.2 3/16 S3-SA2-3.4 3/16 -SA2-a.1. CI 6cts-1.t0 ROOF FRAMING PLAN RF01 F -A CI - 1 1/4 /a C2-6C16-2.11NN NO. REVISIONS MADE CK'D DATE ENGR DATE U CL-150 BA. PURLIN O F.L. 4 M •12 '. U.N.) Y M ABC HAS PROVIDED A CAPACITY OF 1.0 PSF UNIFORM FINSTALLED STEM DESIGN USES ANTI—ROLL CLIPS COLLATERAL LOAD. NO SPECIAL PROVISIONS HAVE BEEN SHOWN IN SECTION RF50/AA MADE FOR CONCENTRATEDPOINT LOADS ON FRAME DWR-1. RAFTERS OR PURLINS. E INDICATED ON THE ROOF FRAMING PLAN. mber is: CL -12 NOTE: PURLIN WEB REINFORCEMENT CLIP CL -15 REQUIRED AT EVERY PURLIN LOCATION 0 F.L. 4 19 L3DFR264 RDVO9C RDV 19C ROOF SHEETING PLAN RF01S-A (L3P26: EVGRP70) REVISIONS MADE CK'D DATE ENGR DATE 5'108 5'108 i 5'108 i 5'101 6'3 6'3 6'3 6.3 6'2 6'2 6'2 612 MID 'TO CALIFORNIA 8Z16-27.4 1/4P1 8Z15-29.11 3/4P1 BZ15-27.5 3/4P1 L CHECKED BY: 0 DESIGN APPD BY: Q TYPICAL TYPICAL AL U.N. .TYPICAL U.N. 1'71 23'41 25'0 24'8 t 2 3 ' 75'0 OUT TO OUT OF PURLIN LINE I S1-SA2-5.2 3/16 S3-SA2-3.4 3/16 -SA2-a.1. CI 6cts-1.t0 ROOF FRAMING PLAN RF01 F -A CI - 1 1/4 /a C2-6C16-2.11NN NO. REVISIONS MADE CK'D DATE ENGR DATE U CL-150 BA. PURLIN O F.L. 4 M •12 '. U.N.) Y M ABC HAS PROVIDED A CAPACITY OF 1.0 PSF UNIFORM FINSTALLED STEM DESIGN USES ANTI—ROLL CLIPS COLLATERAL LOAD. NO SPECIAL PROVISIONS HAVE BEEN SHOWN IN SECTION RF50/AA MADE FOR CONCENTRATEDPOINT LOADS ON FRAME DWR-1. RAFTERS OR PURLINS. E INDICATED ON THE ROOF FRAMING PLAN. mber is: CL -12 NOTE: PURLIN WEB REINFORCEMENT CLIP CL -15 REQUIRED AT EVERY PURLIN LOCATION 0 F.L. 4 19 L3DFR264 RDVO9C RDV 19C ROOF SHEETING PLAN RF01S-A (L3P26: EVGRP70) REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS. MID 'TO CALIFORNIA [ ] FOR CONSTRUCTION [ ] FOR APPROVAL. [X] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 =Jc7l CHECKED BY: 0 DESIGN APPD BY: Q AMERICAN DRAWING. NUMBER' BUILDINGS COMPANY 51153701 E-02 REV.N0. 0 CAD BY: JOHN PAUL 06/04/02 13:44:45 Ver. .16.1 I�� 5 CL -2 gu (TYP. U.N.) 0 /� m�y Z1 (2)3/rOXr2' _A325 "" SPt A4-JA1 l , � ER -5002 ER -5001 9.5C12 9.5C12 LL LVi-4 CLV1-4 BC5-23.2 r(2)1/2"0X7 14"�A325 1/4-"A326 IZCL-+1. ", 7 r-L8Z76-8.9 1/8zZ 1/BZZ (TYP. IT.NJ GEA -2 \ / (TYP. U.N.) I F 7 F EI -0101A EI -0102A EC -5002 9.5C12 9.SC12 EC -5001 WBX13 8Z16-8.8 3/4ZZ TYPICAL U.N. 10'0 L 40'0 OUT TO OUT OF GIRT LINE r ZI: SZ13-5.6ZZ LEW FRAMING AT FRAME LINE 01 I ml _I - RR -0101 7 u no L -1X TYP. U.N.) rzl -4 "CL -4 (TYP. U.N.) i m � �au W ap 25 tR���5.2 Cq�T W TRfCR ^ 01 N N 01 ^ ^ ^ ^ ^ � m i a s a .r ^i In m m ari a m a a a i (2)BA-20 LEW SHEETING PACKAGE MK# EW01 S-A AT F.L. 1 NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO (L3P26: STANP70) THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. 1 IC `CL -3 TRCL4U RR -0101 O (TYP. U.N.) "\-CL-7 , DETAIL 'D' ar -15GP�1 W TRl�ls? CL -7 W �.2 (TYP. U.N.) \5.2 GA,1 W T 5 Z1 J L tREG` R$F- 1 F 4 CL 4 TRfCR 4'0X3'0 WINDOW W/3'6 SILL CLIPS LAYOUT 8216-10.6ZZ (TYP. U.N.). �- 8216-10.6ZZ (4)REQ'D SCL-2X� I N R I I 1 I I L(TP. U.N.) m i 16 1 O m a aI I aa m1 ^< o m D5 D5 05 1D5 1 m ai a o J 1 a a n a a [ I I I -I r l I I I -1 r- I I d m iL a a I I cI Im oI Ima Im of Im LL a a v El 0401A EI -0402A RC 0101 3070 WALKDOOR 9.5C14 9.5014 RC -0101 3'0 8Z16-10.7 9/16ZZ 8Z16-12.3 1/2ZZ TYPICAL U.N. TYPICAL U.N. 13'4 13'4 8Z16 -10J 9/16ZZ TYPICAL U. A C D F 40'0 OUT TO OUT OF GIRT LINE r � Zt: BZ16-6J 5/8ZZ D3: DJBOC6-7.1 3/8AP7 REW FRAMING AT FRAME LINE 04 D5: DHBOC6-3.10 1 2 NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO 84: DC6-3/8221 ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO HB3. THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. (2)BA-20 REW SHEETING PACKAGE MK# EW01 S-A AT F.L. 4 (L3P26: STANP70) NO. REVISIONS MADE CK'D DATE ENGR DATE to- REVISIONS MADE CK'D DATE ENGR DATE WBX13 BZ13-18.11 1/2ZZ JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS. 8Z16-8.8 3/4ZZ TYPICAL U.N. TYPICAL U.NN 20'0 10'0 L 40'0 OUT TO OUT OF GIRT LINE r ZI: SZ13-5.6ZZ LEW FRAMING AT FRAME LINE 01 I ml _I - RR -0101 7 u no L -1X TYP. U.N.) rzl -4 "CL -4 (TYP. U.N.) i m � �au W ap 25 tR���5.2 Cq�T W TRfCR ^ 01 N N 01 ^ ^ ^ ^ ^ � m i a s a .r ^i In m m ari a m a a a i (2)BA-20 LEW SHEETING PACKAGE MK# EW01 S-A AT F.L. 1 NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO (L3P26: STANP70) THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. 1 IC `CL -3 TRCL4U RR -0101 O (TYP. U.N.) "\-CL-7 , DETAIL 'D' ar -15GP�1 W TRl�ls? CL -7 W �.2 (TYP. U.N.) \5.2 GA,1 W T 5 Z1 J L tREG` R$F- 1 F 4 CL 4 TRfCR 4'0X3'0 WINDOW W/3'6 SILL CLIPS LAYOUT 8216-10.6ZZ (TYP. U.N.). �- 8216-10.6ZZ (4)REQ'D SCL-2X� I N R I I 1 I I L(TP. U.N.) m i 16 1 O m a aI I aa m1 ^< o m D5 D5 05 1D5 1 m ai a o J 1 a a n a a [ I I I -I r l I I I -1 r- I I d m iL a a I I cI Im oI Ima Im of Im LL a a v El 0401A EI -0402A RC 0101 3070 WALKDOOR 9.5C14 9.5014 RC -0101 3'0 8Z16-10.7 9/16ZZ 8Z16-12.3 1/2ZZ TYPICAL U.N. TYPICAL U.N. 13'4 13'4 8Z16 -10J 9/16ZZ TYPICAL U. A C D F 40'0 OUT TO OUT OF GIRT LINE r � Zt: BZ16-6J 5/8ZZ D3: DJBOC6-7.1 3/8AP7 REW FRAMING AT FRAME LINE 04 D5: DHBOC6-3.10 1 2 NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO 84: DC6-3/8221 ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO HB3. THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. (2)BA-20 REW SHEETING PACKAGE MK# EW01 S-A AT F.L. 4 (L3P26: STANP70) NO. REVISIONS MADE CK'D DATE ENGR DATE to- REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS. MODESTO CALIFORNIA e4:p��` AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL (X] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 CHECKED BY: DESIGN APPD BY: 7 O2, DRAWING: NUMBER' 51153701 E-03 REV.No. 0 CAD BY: JOHN PAUL 06/04/02 13:44:46 Ver. 1.6.1 is -IX SEE DETAIL 'B' is 2X SEE DETAIL 'A" 0 4E8OS2-24.10P1 4E8OS2-24.11 1/2P1 4E8OS2-24.11 1/21`2 _o l O 0 1 m O a a a o m O Z CL -4 \ x i (TYP. U.N.) i \\ Z r- -1 I I _O a ZD FB i (TY1`. U. J P-1, rumt$uU4-lZ.0 Zzl- \ BC5-28.0 TYPICAL U. O ri TYPICAL U.N. N Z1 ri 24.8 ri 25'0 h 23'4 t h o Om 4 o m O 3 2 i Z1 CL -4 x 75'0 OUT TO OUT OF GIRT LINE aU.N.) Z7 - 8Z76-7.9MZ Zt 7 Z2 (TYP. U.N. \ �O N a J Ip N a J Z1 - DJ80C4-12.9 API 1 t0 N a J 7 tp N a J 7 t0 N a J RSW FRAMING PLAN AT LINE F 7 10 N a J 7 10 N a J 3'0 GIRT LAP (TYP. U.N.) 7 �O N a " 7 10 N a J 4'10 t 1 12'0 6'6 6.6 12'0 1 6'6 t0 N a M1 J b N a h J BZ16-6.1 1/2ZT 8Z16-7.9ZM 8Z15-26.5 3/4P1 tD N a M J TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 10 N a �"1 J 1.7 t 23'4 t 25'0 24'8 4 t0 N a J b N a J 2 .. 3 4 f0 N a J 11 L 75'0 OUT TO OUT OF GIRT LINE Z1 - 8Z16-7.9MZ 02 - DJ80C4-12.9 AP1 83 - DJ80C4-12.9 BPI FSW FRAMING PLAN AT LINE A 4E80S2-24.71 1 2P3JS 4E8OS2-24.11 1/2 1 JS-14E80S2-24 10P2 e 0 e Mt • \ BC5-28.0 - ESP -1 \\\ 0 3'0 GIRT LAP (TYP. U.N.) 3070 WALKDOOR F - yp _o l O 0 1 m O a a a o m O Z CL -4 \ x i (TYP. U.N.) i \\ Z r- -1 I I _O \ O_ Z I I Zzl- �� \\ TYPICAL U. U.N.) 1-TCB41? W/GE-1R r(5)TGTI W/(5)TFEC4 W/(5)FSE-1 TC84L W/GE-1L1 0 3'0 GIRT LAP (TYP. U.N.) 3070 WALKDOOR _o _o o_ O 6'6 12'0 1 6'6 a a a 6'6 12'0 4'10 t o O_ 8216-26.5 3/4P7 _O 8Z76-7.9ZM O_ 8Z16-7.9ZM EAVE STRUT j�:TC84R W/GE-1R r (5)TGT1 W/(5)TFEC4 W/(5)FSE-1 TYPICAL U. TYPICAL U.N. ri TYPICAL U.N. 1 4 ri 24.8 ri 25'0 r�i 23'4 t 17 4 ✓i 3 2 i ri _o Mi 75'0 OUT TO OUT OF GIRT LINE _O ✓i Z7 - 8Z76-7.9MZ 84 - DJ80C4-12.9 BP1 7 Z2 - 8Z16-6.1 1/2TZ �O N a J Ip N a J D3 - DJ80C4-12.9 API 1 t0 N a J 7 tp N a J 7 t0 N a J RSW FRAMING PLAN AT LINE F 1-TCB41? W/GE-1R r(5)TGTI W/(5)TFEC4 W/(5)FSE-1 TC84L W/GE-1L1 O (2.75)BA-20 PI - L3P26-1.8 1/2 FSW SHEETING PLAN AT LINE A L3P26: STANP70 CL -5 ,r(TYP, U.N.) CL -7 �' 'X -CL -7 0 N ( 7) N CL -7 -71 I` �! t` CL -7 K I a I a _o _o o_ O _O a a a _o o O_ o_ _O JS-• O_ C8X 11.5 EAVE STRUT j�:TC84R W/GE-1R r (5)TGT1 W/(5)TFEC4 W/(5)FSE-1 TC84L W/GE-1L1 :2 ri vi ri Mi ri ri ri M r�i Ni �i ri ✓i ri _O ri ri _o Mi _o ri _O ✓i _o i+i t0 N CL J b N a J 10 N ��ar]] J 1 �p N a J �O N a J Ip N a J 10 N Yah J tp N a ✓I 1 t0 N a J 7 tp N a J 7 t0 N a J 7 Ip N a rI 7 tD N a J 7 10 N a J 7 10 N a J 7 �O N aMM J 7 �O N a " 7 10 N a J 7 10 N a J O (2.75)BA-20 PI - L3P26-1.8 1/2 FSW SHEETING PLAN AT LINE A L3P26: STANP70 CL -5 ,r(TYP, U.N.) CL -7 �' 'X -CL -7 0 N ( 7) N CL -7 -71 I` �! t` CL -7 o_ J L F1 - FDH2-12.3 _o F2 - FJ15-12.2 _o 12'OX 1 TO F. 0. ESP -1X CLIP & FLASHING LAYOUT 3/8' CONNECTION PLATE (4) REQ'D 51153701 E-04 REV-10- 0 JS-• CAD BY: JOHN PAUL C8X 11.5 EAVE STRUT j�:TC84R W/GE-1R r (5)TGT1 W/(5)TFEC4 W/(5)FSE-1 TC84L W/GE-1L1 0 0 0_ o_ o_ _o _o _o o _o _o a a a . NUMBER] 51153701 E-04 REV-10- 0 CAD BY: JOHN PAUL a a a ri ri ri ri ri ri ri ri ri r�i ni ri ri ri ri ri ri ri ri I I I 1 I I I i i 1 i I I I i i 11 I 10 N a M J t0 N a M1 J b N a h J IG N a M J fG N a M J tp N a l7 J tD N a M J 1p N a h J b N a •7 J b N a Y] J 10 N a �"1 J fp N a � b N a J t0 N a J b N a J 1p N a J f0 N a J t0 N m J �D N a '� (2.75)BA-20 P7 - L3P26-1.8 1/2 RSW SHEETING PLAN AT LINE F L3P26: STANP70 SAVE STRUT --------------- I - - - - - - - - - - - - - - ESP -1X C8XI1.5 3/8' CONNECTION PLATE JAMB SUPPORT JS-- EAVE STRUT BRACKET (6)1/2"0x1 1/2 A325 BOLT I� RF. COL. DETAIL A EAVE STRUT fEAVE C8X11.5 JAMB SUPPORT JS -•BRACKET (8)1/Y0X1 1/2 A325 BOLT.. nFTAII "R" BUTTESECTION A -A BUILDING APPROVED NO.1 REVISIONS MADE I CK'D I DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE' NONE DATE JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE CA ELITE STEEL BLDG. SYS.DUMBER MODESTO CALIFORNIA AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [X] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 CHECKED BY: -7. - BZ DESIGN APPD BY:11AIVU . NUMBER] 51153701 E-04 REV-10- 0 CAD BY: JOHN PAUL 06/04/02 13:44:47 Ver. 16.1 EI - INT. COL O F.L. -NOTE: ADD FRAME BRACING *ADJACENT PURLINS FTER '4 A325 SLOT DETAIL "A' PURUN SECONDARY BOLT(S) BOU2-5.10 (2y JZ. f X 1 1/4 A325 (FIELD ATTACH) SECONDARY 80LT S) - (2)1/Y0 X 1 1 4 A325 - PURLIN - - IP 7/8• V ENDWALL GIRT (FIELD CUT TO LENGTH) DETAIL "C" S.W. (FIELD BUTTEDETAIL "B" COUWY APPROVED DETAIL "D" NU.j REVISIONS MADE CK'D DATE ENGR I DATE NO.1 REVISIONS MADE I CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS NONE SCALE: DATE JOHN MONTGOMERY 524 STIMPSON RD. OROVILLE , CA ELITE STEEL BLDG. SYS. MODESTO CALIFORNIA ei% `� AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [X] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: MENDY 06/06/02 CHECKED BY: DESIGN APPD BY: 0 DRAWING. NUMBER' 51 153701 E-05 REV•NO. 0 CAD BY: JOHN PAUL 06/04/02 13:44:46 Ver. 16.1 NO.I A=, RIDGE BRIDE CHANNEL 6C16 -LENGTH FOR BAYS NOT SHOWN BRACING NOT TO (TYPICAL THIS LOCATION) EXCEED W O.C. t.. RIDGE-/ --- RIDGE BRACE CWWN EL 6C16-LENGT L {TYPICAL THIS LOCATION) �.���1/\! RIDGE7 (TYPX%J. UUNLGTH ESS NOTED II. 11 - ((TYPICAL UNLESS NOBRACE ANGLELTED) BRACE ANGLE RIDGE BRACE CHANNEL EAVE STRUT SO2 -LENGTH 6C16-2.11 PURLINS. SAVE BRACE CHANNEL 6C16 -LENGTH _ SEE BR96W/AA GIRT LINE ROOF LINE HIGH SIDE EAVE STRUT BRASEE BR96X/AA CE ANGLE EAVE STRUT SO2 -LENGTH EAVE BRACE CHANNEL PURLINS 6C16 -LENGTH EAVE BRACE CHANNEL 6C16 -LENGTH SEE BR96W/AA — NOMINAL PURLIN SPACING (MEASURED HORIZONTALLY) ROOF SLOPE LENGTH MARK NUMBER 3'-4' 1/4, 1/2 and 1 to 12 3'-6' SA2-3.6 Y-4' 4 to 12 3'-9" SA2-3.9 4'-0' 1/4, 1/2 and 1 to 12 4'-2" SA2-4.2 4'-O" 4 to 12 4'-,C SA2-4.4 5'-0" 1/4, 1/2 and i to 12 5'-2" SA2-5.2 a to 12 5'-5" SA2-5.5 Icn- 1—IE— 11 RAFTER' RAPIER. ' DWALL IRONS A FAL ALLOW OBJECO HSE OW BEN A FALLING F H1WOR0 TO THOSE WEAR I NOTE. THE Roo:. WORI(ERS SHOULD WFM STANDARD DIMENSIONS SHOWN. VERIFY AND �� I I I I �'wPR� KUM KITS 1 FIELD MEASURE ALL SPACINGS. STRUT EAVE BRACE CHANNEL 6C16 -LENGTH - EAVE BRACE CHANNEL 6016- INGGTTHVE � BASE UNE (TYPICAL THIS LOCATION) (TYPICAL THIS LOCATION) I 1/3 PTS. 1/3 PTs. 1/3 PTS. 1/4 PTS.1/4 PIS.1/4 PTS. 1/4 PTS. TYPICAL. 20'-� BAY TYPICAL 25'-C BAY PURLIN BRACING KEY PLANS BR90 PURLIN BRACING CROSS SECTION BR9_ TYPICAL CROSS SECTION SINGLE SLOPE BUILDINGS BR95 BRACE ANGLE MARK NUMBERS BR96 TYPICAL 20' do 25' BAYS AA (GABLE BUILDINGS) - AA AA AA FIELD ATTACH CPB -1 AS BRACE ANGLE SA2CLENGTHE SAVE BRACE CHANNEL (4) STRUCTURAL FASTENERS RIDGE BRACE CHANNEL SO2 -LENGTH - PURLIN S6C 1 EER LENGTH /12X1 1/4 SDHH. 6C16-2.11 SEE BR96W/AA .�-------- - -- l -o ------------ BRACE _ - I CPB -1 RAL FASTENERS SDHH 4) STRUCTURAL FASTENERS 12X1 1/4 SDHH STANDARD 3--0" 2'STRUCTURAL FASTENERS #12X11/4 SDHH BRACE CHANNEL I. -LENGTH NOTE: INSTALL EAVE BRACE CHANNEL AS CLOSE AS POSSIBLE TO BRACE ANGLE. / BRACE ANGLE IAB INSERTED INTO KEY HOLE AND LOCKED INTO POSITION BY TURNING AND BENDING TAB. O BRACE O\� �SA2-LENGTH S NOTE: WHEN INSTALLING ON EXISTING STRUCTURE BEND TAB 90' AND ATTACH WITH 1 STRUCTURAL FASTENER. #12X1 1/4 SDHH DETAIL AT EAVE STRUT HIGH -SIDE EAVE SIMILAR BR97 DETAIL AT RIDGE PURLIN BR94 EAVE BRACE CHANNEL INSTALLATION B 9 BRACE ANGLE INSTALLATION BR91 AA AA AA AA CHANNEL REQUIRED CHANNEL 6C16- LENGTH QUANTITY REQUIRED 6C16 - NOTES' 6C16- 1. PURUNS ARE TO BE INSTALLED WITH PURLIN WEBS -90' TO RAFTERS. 6C16- - c �.IrvY Ia nVl IV UgIVKI VK /1LIGK YUKUNS FKVM IHGIH INTENDED SHAPE AND LOCATION. 3. FOR BAY LENGTHS OTHER THAN THOSE SHOWN, THE MAXIMUM SPACING OF PURLIN BRACING SHALL BE 80' O.C. 4. IF MATERIAL IS REQUIRED FOR AN EXISTING BUILDING. UST PARTS REQUIRED AND RETURN FORM TO YOUR CUSTOMER SERVICE COORDINATOR. 5. BRACING AS SHOWN IN ALL DETAILS OF ERECTION DRAWING SHEET BID -1 REQUIRED ONLY IN END BAYS OF BUILDING. ROOF SLOPE - LENGTH MARK NUMBER 2'-6" 6C76 - BRACE ANGLE REQUIRED SO2_ LENGTH QUANTITY REQUIRED SA2- SQ_ NOMINAL PURLIN SPACING (MEASURED HORIZONTALLY) ROOF SLOPE - LENGTH MARK NUMBER 2'-6" 1/4, 1/2 and i to 12 2'-5 1/2" 6C16-2.5 1/2 2'-6" 4 to 12 2'-4 1/2" 6C16-2.4 1/2 4'-0" 1/4, 1/2 and 1 to 12 3'-11 1/4" 6C16-3.11 1/4 4'-O' 4 to 12 3'-11 1/$ 6C16-3.11 1/4 4'-9 1/4" 6C16-4.9 1/4 1/4, 1/2 and 1 to 12 4'-5 1/Y 6C76-4.5 1/2 4 to 12 4'-5 1/2" 6C76-4.5 1/2 NOMINAL PURLIN SPACING (MEASURED HORIZONTALLY) ROOF SLOPE LENGTH MARK NUMBER 3'-4" 1/4, 1/2 and 1 to 12 Y-3 1/4'. 6C16-3.3 1/4 3'-4' 4 to 12 3'-4 1/4" 6C16-3.4 1/4 4'-0" 1/4, 1/2 and 1 to 12 3'-11 1/2'6C16-3.11 1/2 4'-O' 4 to 12 3'-11 3/4" -6C16-3.11 3/4 5'-0" 1/4, 1/2 and 1 to 12 4'-11 1/4' 6C16-4.11 1/4 5'-O" 4 to 12 4'-9 1/4" 6C16-4.9 1/4 �/��� lkK1i: BUTTE U CLIPS REQUIRED (2 REQUIRED PER CHANNEL) NOTE: NOTE VU CPB -1 I OUANTITY REQUIRED STANDARD DIMENSIONS SHOWN. VERIFY AND STANDARD DIMENSIONS SHOWN. VERIFY AND FIELD MEASURE ALL SPACINGS. FIELD MEASURE ALL SPACINGS. �������� ������� 4 REQUIRED PER CPB " FASTENERS -1 REQUIRED 2 REQUIRED PER SA2- (WHEN SA2- REQUIRES FASTENER ATTACHMENT)AP �A� //// P ED (/12X1 1/4 SDHH QUANTITY REQUIRED NOTES BROA REQUIRED BRACING COMPONENTS ORDER FORM BR98 EAVE BRACE CHANNEL MARK NUMBERS R96 HIGH SIDE CHANNEL MARK NUMBERS BR96X AA I AA AA AA NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE BATE BRACING INSTALLATION DETAILS (FACTORY MUTUAL REQUIREMENTS) EUFAULA fV"ALABAMA _ AMERICAN BUILDINGS COMPANY [*] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: THG 12-1-97 CHK'D BY: BLJ OSGN APP BY: DRAWING. NUMBER BID -1.0 REV.NO. i 1 REVISED BR91AA YML THG 70-23-01 RELEASE NO. TIR.06.2001 CAD BY: ENDFRAME SETBACK NCTEFOR ' (SEE AS PLAN) NOTE: USE SAAMEmSPACINGONALOAND LT GAGE 3 1/Y 3 1/2' FOR ADDITIONAL BOLT PARS, �• � �' USE SAME SPACING AND GAGE GIRT DEPTH I 4' A I A I I I Ow WUNTY 7• 1 r.GIRT UNE-1(QUANTITY AND SIZE MAY VARY) I I DEPARTMENT - SEE ANCHOR BOLT PLAN A BUILDING ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) SEE ANCHOR BOLT PIAN I - - ANCHOR BOLT ' DIAMETER �' B' _. ANCHOR BOLTI DIAMETER.A. �� 3/4' 4 Y GIRT UNE V 4* 2" _ •B•- _ _ i' 4' 2'L 1 1/4' 5' 2 1/2 1 1/2' 5' 2 1/2 3/4' 4' 2' ' •B• 1 1/4' 5' 2 1/2 1 1/2' 5' 2 1/ 1 AA T 7� - - I Ow WUNTY 7• 1 r.GIRT UNE-1(QUANTITY AND SIZE MAY VARY) I I DEPARTMENT - SEE ANCHOR BOLT PLAN A BUILDING ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) SEE ANCHOR BOLT PIAN I - - ANCHOR BOLT ' DIAMETER �' B' _. FOUR ANCHOR BOLT PLAN irk 3/4' 4' 2' i' 4' 2'L 1 1/4' 5' 2 1/2 1 1/2' 5' 2 1/2 BASE PLATE & ANCHOR BOLT SETTING (BYPASS GIRTS) BP02R BASE PLATE & ANCHOR BOLT SETTING (BYPASS GIRTS) BP08R PIPE COLUMN BASE PLATE (4 BOLT PATTERN) -- BP14 RIGID FRAME AA RIGID FRAME I AA I NOMINAL PIPE DIAMETER 5 6' AA ENDFRAME SETBACK (SEE AB PLAN) NOTE 5• 5• • • 1 1/2' 4'i. A A FOR SAME SPACING BOLT PARS, NOTE USE SAME SPACING AL AND GAGE USE SAME SPACING AND GAGE I 1 a GIRT UNE ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) 10' -{- GIRT UNE MSEE ANCHOR BOLT PLAN I ANCHOR BOLTS (QUANY AND SRE MAY VARY) SEE BOLT u PIAN I - - ANCHORTER DIAMETERANCHOR T A' 'S' A' �- SEE ANCHOR SIZE BOLT PLAN FRAMED OPENING ANCHOR BOLT DETAIL 3/4' 4' 2' + 1 1/4' 5' 2 1/2 3/4' 4' 2' RIGID FRAME •B• NOMINAL PIPE DIAMETER 12' 1 AA n - - - 1. 4' 2' .A. L.B• MADE CKb DATE ENGR DATE N0. REVISIONS MADE CKb DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA TYPICAL BASE PLATE DETAILSell ` - _ ♦ _ ® - F I ' DRAWN BY: TON 1 1/4' S' 2 1/2 1 1/2• 5' 2 1/2 GIRT UNE ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) 10' -{- GIRT UNE MSEE ANCHOR BOLT PLAN I ANCHOR BOLTS (QUANY AND SRE MAY VARY) SEE BOLT u PIAN BASE PLATE & ANCHOR BOLT SETTING (INSET GIRTS) BP020 BASE PLATE & ANCHOR BOLT SETTING (INSET GIRTS) BP08Q PIPE COLUMN BASE PLATE (4 BOLT PATTERN) -BP15 RIGID FRAME I AA I RIGID FRAME I AA NOMINAL PIPE DIAMETER - 8' OR 10' 1 AA A- ENDFRMIE SETBACK (SEE AB PLAN) 4' A A NOTE 6' 6' 3 - - - - �EDGEOF .B. I� .B. FORDITIONAL USE SAME SPACING AND ADDITIONAL 13OLT GAGE. - - - - I 1 2 1/2 ' I - - ANCHOR BOLTA DIAMETER 3/4' 4• 2' 1.4' 2' DIAMETERANCHOR T A' 'S' A' �- SEE ANCHOR SIZE BOLT PLAN FRAMED OPENING ANCHOR BOLT DETAIL 3/4' 4' 2' 1' 4' 2• 1 1/4' 5' 2 1/2 AA I BASE PLATE & ANCHOR BOLT SETTING (INSET GIRTS) BP020 BASE PLATE & ANCHOR BOLT SETTING (INSET GIRTS) BP08Q PIPE COLUMN BASE PLATE (4 BOLT PATTERN) -BP15 RIGID FRAME I AA I RIGID FRAME I AA NOMINAL PIPE DIAMETER - 8' OR 10' 1 AA A- ENDFRMIE SETBACK (SEE AB PLAN) 4' A A NOTE 6' 6' 3 - - - - �EDGEOF .B. I� .B. FORDITIONAL USE SAME SPACING AND ADDITIONAL 13OLT GAGE. - - - - I 1 2 1/2 ' I - - ANCHOR BOLTA DIAMETER 3/4' 4• 2' 1.4' 2' BASE PLATE & ANCHOR BOLT SETTING (FLUSH GIRTS) BP08P- A' �- __-, f I i FRAMED OPENING ANCHOR BOLT DETAIL _ ® - �- 3/8 DOOR WIDTH + 2 3/4- TYPICAL ANCHOR BOLT LAYOUT 1 1/4' 5' 2 1/2 AA I uGIRT UNE ANCHOR BOLTS (OUANTTTY AND SIZE MAY VARY) 12'-}- SEE ANCHOR BOLT PIAN I I 2 1 2 3 GIRT UNE ANCHOR BOLTS (OLIANTTIY AND SIZE MAY VARY) Iyl 1/2 1 SEE ANCHOR BOLT PLAN - T - 1 I '-FINISH FLOOR TTT BASE PLATE &-ANCHOR BOLT SETTING ANCHOR BOLT DIAMETER �• BASE PLATE & ANCHOR BOLT SETTING (FLUSH GIRTS) BP08P- ANCHOR BOLT PLAIN L' FOR SEZE FINISH GRADE '• 1/2'0 ANCHOR BOLTS (NOT BY A.B.C.) SECTION 'A -A' FRAMED OPENING ANCHOR BOLT DETAIL 1• 4• 2'SEE 1 1/4' S' 2 1/2 1 1/2' 5' 2 1/2 BASE PLATE &-ANCHOR BOLT SETTING (FLUSH GIRTS) BP02P BASE PLATE & ANCHOR BOLT SETTING (FLUSH GIRTS) BP08P- PIPE COLUMN BASE PLATE (4 BOLT PATTERN) I BP16 FRAMED OPENING ANCHOR BOLT DETAIL I OF61 RIGID FRAME AA I RIGID FRAME AA NOMINAL PIPE DIAMETER 12' 1 AA AA NO. REVISIONS MADE CKb DATE ENGR DATE N0. REVISIONS MADE CKb DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA TYPICAL BASE PLATE DETAILSell ALUUJU [#] FOR CONSTRUCTION DRAWN BY: TON 12-1-97 AND [) FOR APPROVAL CHK'D BY: BW ANCHOR BOLT SETTINGS _. AMERICAN BUIMINGS COMPANY #7RFV. [ ] FOR PERMIT ONLY _ PP:02RAA.,020A402PAA•O8RAA.OBOAA•08PAA REM. BP:12AA,13A4 TAC THG 7-13-01 I) FOR PRELIMINARY DSGN APP BY: DRAWING. NUA!EEF', R BPD -1.0 -- --- --- __- u ; -.,�.L SFM PIECNIIIOIt STAY TELL N THE arm OF TOADS ®D MOOED O MITT TYPE L"W WOKE E SUE m IOP FOODS AND FEET CLEAR OF MOM LOADS CORNER COLUMN - (CHANNEL COLUMN) CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF11 I CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE F12W COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION AA STRUCTURAL BOLTS ' ()FOR3A/LL 9 1/2- C2RRAFTTEERSS TS (U.N.) STRUCTURAL BOLTS � (4) 3/4'0 X 2' A325 BO175 (U.N.) FOR ALL 12' C RAFTERS l T TSAM - ENDWALL (CHANNEL PROMAIRM EAM •MM D E TMEED m USE 1w FRODUCwm 5 UOR IREAS E TRAINED N TrnREeT ND DARE OAEFNTOM OF ME . OF LOADS saw MOORED ,Y NRT TYPE L"Ma DEVIL E SUE TO RRFP TWOS NO FEAR CLM OF MOVING TOADS ENDWALL RAFTER CORNER COLUMN STRUCTURAL BOLTS A32/BOLTS (U.N.) 4• CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF12 COLUMN TO RAFTER CONNECTION I AA ENDWALL RAFTER (SHOP SPLm (CHANNEL RAFTER) (SHOP SPLICE) ENDWALL RAFTER ENDWALL. RAFTER SPLICE DETAILEF21_ I ENDWALL RAFTER SPLICE DETAIL EF22 I ENDWALL RAFTER RIDGE DETAIL EF23 RAFTER TO RAFTER COECTION AA WAFTER TO RAFIER CONNECTION AA RAFTER W/RIDGE SHOP SPLICE AA NN ENDWALL INTERIOR COLUMN (CHANNEL) AI■HENR BIRONGS CO~ ECOMOM TMT ALL FOIID:pS NFAN SIM im am UM MEmum L GUMO. EYE PROIECION AM 'M RM SO t 11 3/4• W/ONE H.T. t BOLT I RAFTER •1 RAFTER) ENDWALL INTERIOR (CHANNEL) UO M7. TRAIIED ■ TE "o -ER on"FDO®IIm FOR ALL AM BOLT W/ONE H.T. t BOLT ENDWALL INTERIOR COLUMN CONNECTION DETAILEF26 I ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26 COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION AA REVISIONS 7777,'�,7 1I DATE REVISED EF29M REVISED DRAWING NUMBER ENOWA L INTERIOR COLUMN Pfl6dIK PR0EC710N FOLIPLROIf SIIDUD AVM15 MEET OS7FL STAAO1A06. STRUCTURAL BOLT ;(2)-,3/4-0 X 1 3/4- A325 BOLTS W/ONE H.T. WASHER PER BOLT 71DWAIL RAFTER ") ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF27 COLUMN TO RAFTER CONNECTION AA ENGR DATE DRAWI G��TAL SCALE: NONE DATE 1*1 FOR COF6TRUCNON DRAWN BY. TON 12-1-97 [ ) FOR APPROVAL CHARD BY: BU MCS THG 12-21-01 [) FOR PERMIT ONLY CKJ THG 11-98 [ ] FOR PRELIMINARY DSGN APP TTY: SAFElY STAY WELL N � OFLOADS ,DIC MOOED M MIT TPE Li1NO CEVRi. E SUE m KEEP TWOS MO FEET OEM OF MO" TOADS HIGHSIDE ENDWALL RAFTER J I I— HIGHSIDE CORNER COLUMN STRUCTURAL. BOLTS 1/2'0'X 1 1/4' A325 BOLTS (U.N.) CORNER COLUMN CONNECTION DETAIL AT HIGHSIDE EAVE EF14 COLUMN TO RAFTER CONNECTION AA PRIMARY BOLT(S) INTERIOR COLUMN CLIP ANGLE 3/4'X2 3/4' A325 PRIMARY BOLTS) WITH TWO WASHERS EACH 3/4'X 2 3/4' A325 OF RIGID FRAME RAFTER RIGID FRAME ENDWALL WITH CENTER COLUMN EF29 COLUMN TO RAFTER CONNECTION I AA �,M= Was LOAD. MINE MRIAN ALL FROOM 6 FROPEXT BRACED OR GUYED BEFORE LFIII' "" ARE REMOVED. FO'fJ■RON: STRUCTURAL BOLT SAW STAY WELL N TE CLEAR OF LOADS ,(2) 3/4.0 X 1 3/4'A325 ANY WK LF BOND MOOED E INO BOLTS W/ONE H.T. DEVICE. ,E SUE m KEEP KUM MO FEET CLEAR OF MOA■O LORDS WASHER PER BOLT ENDWALL INTERIOR COLUMN(CFIA1p1El ffj" ENDWALL RAFTER RAFTER) COU TY 0 • ENOWALL RAFTER (CHANNEL RAFTER) ENDWALL RAFTER (CHANNEL RAFTER) ■ ■ ■ • mil � 0 V E CORNER COLUMN ENDWALL INTERIOR COLUMN ■ STRUCTURAL. BOLTS I AA STRUCTURAL BOLTS EWAUL& _ Aiwa (2) 1/2'0 X 1 1/4' —7(2) 1/20 X 1 'i' xA325 BOLTS (U.N.) '1. , _ A325•BOLTS (U.N. CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF11 I CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE F12W COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION AA STRUCTURAL BOLTS ' ()FOR3A/LL 9 1/2- C2RRAFTTEERSS TS (U.N.) STRUCTURAL BOLTS � (4) 3/4'0 X 2' A325 BO175 (U.N.) FOR ALL 12' C RAFTERS l T TSAM - ENDWALL (CHANNEL PROMAIRM EAM •MM D E TMEED m USE 1w FRODUCwm 5 UOR IREAS E TRAINED N TrnREeT ND DARE OAEFNTOM OF ME . OF LOADS saw MOORED ,Y NRT TYPE L"Ma DEVIL E SUE TO RRFP TWOS NO FEAR CLM OF MOVING TOADS ENDWALL RAFTER CORNER COLUMN STRUCTURAL BOLTS A32/BOLTS (U.N.) 4• CORNER COLUMN CONNECTION DETAIL AT BLDG. EAVE EF12 COLUMN TO RAFTER CONNECTION I AA ENDWALL RAFTER (SHOP SPLm (CHANNEL RAFTER) (SHOP SPLICE) ENDWALL RAFTER ENDWALL. RAFTER SPLICE DETAILEF21_ I ENDWALL RAFTER SPLICE DETAIL EF22 I ENDWALL RAFTER RIDGE DETAIL EF23 RAFTER TO RAFTER COECTION AA WAFTER TO RAFIER CONNECTION AA RAFTER W/RIDGE SHOP SPLICE AA NN ENDWALL INTERIOR COLUMN (CHANNEL) AI■HENR BIRONGS CO~ ECOMOM TMT ALL FOIID:pS NFAN SIM im am UM MEmum L GUMO. EYE PROIECION AM 'M RM SO t 11 3/4• W/ONE H.T. t BOLT I RAFTER •1 RAFTER) ENDWALL INTERIOR (CHANNEL) UO M7. TRAIIED ■ TE "o -ER on"FDO®IIm FOR ALL AM BOLT W/ONE H.T. t BOLT ENDWALL INTERIOR COLUMN CONNECTION DETAILEF26 I ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF26 COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CONNECTION AA REVISIONS 7777,'�,7 1I DATE REVISED EF29M REVISED DRAWING NUMBER ENOWA L INTERIOR COLUMN Pfl6dIK PR0EC710N FOLIPLROIf SIIDUD AVM15 MEET OS7FL STAAO1A06. STRUCTURAL BOLT ;(2)-,3/4-0 X 1 3/4- A325 BOLTS W/ONE H.T. WASHER PER BOLT 71DWAIL RAFTER ") ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF27 COLUMN TO RAFTER CONNECTION AA ENGR DATE DRAWI G��TAL SCALE: NONE DATE 1*1 FOR COF6TRUCNON DRAWN BY. TON 12-1-97 [ ) FOR APPROVAL CHARD BY: BU MCS THG 12-21-01 [) FOR PERMIT ONLY CKJ THG 11-98 [ ] FOR PRELIMINARY DSGN APP TTY: SAFElY STAY WELL N � OFLOADS ,DIC MOOED M MIT TPE Li1NO CEVRi. E SUE m KEEP TWOS MO FEET OEM OF MO" TOADS HIGHSIDE ENDWALL RAFTER J I I— HIGHSIDE CORNER COLUMN STRUCTURAL. BOLTS 1/2'0'X 1 1/4' A325 BOLTS (U.N.) CORNER COLUMN CONNECTION DETAIL AT HIGHSIDE EAVE EF14 COLUMN TO RAFTER CONNECTION AA PRIMARY BOLT(S) INTERIOR COLUMN CLIP ANGLE 3/4'X2 3/4' A325 PRIMARY BOLTS) WITH TWO WASHERS EACH 3/4'X 2 3/4' A325 OF RIGID FRAME RAFTER RIGID FRAME ENDWALL WITH CENTER COLUMN EF29 COLUMN TO RAFTER CONNECTION I AA �,M= Was LOAD. MINE MRIAN ALL FROOM 6 FROPEXT BRACED OR GUYED BEFORE LFIII' "" ARE REMOVED. TYPICAL ENDWALL FRAMING CONNECTION DETAILS AUMCAN BUILDINGS COMPANY DRAWINGA nrr + r+ STRUCTURAL BOLT ,(2) 3/4.0 X 1 3/4'A325 BOLTS W/ONE H.T. WASHER PER BOLT ENDWALL INTERIOR COLUMN(CFIA1p1El ffj" ENDWALL RAFTER RAFTER) COU TY ,�D) DEpARTNiE mil � 0 V E ENDWALL INTERIOR COLUMN CONNECTION DETAIL F2", COLUMN TO RAFTER CONNECTION I AA EWAUL& _ Aiwa TYPICAL ENDWALL FRAMING CONNECTION DETAILS AUMCAN BUILDINGS COMPANY DRAWINGA nrr + r+ SAFEtt T4tECwTHDN: STAT wEIL N 7HE CLEAR DF EOADS - aaNc MDVEo er ANr TYPE unwc DEVICE eE $URE ro KEEP HAHDS STRUCTURAL BOLTS (TYP.) : AND FEET HxEAN aNc (SEE CROSS SECTION FOR SIZE AND QUANTITY) RIGID FRAME COLUMN RIGID FRAME RAFTER HAUNCH CONNECTION AT BLDG EAVE MF11 DIAGONAL AA RIGID FRAME -. 1 EST AND -Most SI!R:EN:IXKD NEDr RIGIDFRAME RAFTER CTI N TECHNIQURS. 2 3/4 RIGID FRAME COLUMN - . STRUCTURAL BOLTS (TYP.) . (SEE CROSS SECTION FOR SIZE AND QUANTITY) HAUNCH CONNECTION AT BLDG EAVE EKT4 VERTICAL J RIGID FRAME 2 1 3� Suv'Ycl�n of ANr MovNc LOAD. MAKE CERpN ALL F7W/NC s PROPERIGID FRAME RARER•• _� REIAOVED. BEFORE..lifwo LINESNES STRUCTURAL BOLTS-•(TYPX) INTERIOR COLUMN I (WASHEBOLTS RS F REQUIRED) INTERIOR COLUMN CAP CONNECTION MF26 CONNECTION AT RIGID FRAME RARER W/FLAT BOTTOM FLANGE AA TmQ MIOF. I CK -D. I DATE I NO. I SAFETY PRECALfTIOW. AMERICAN WUDNM COMPANY RECOMMENDS "Viii NNEE'TO7'ANSAL�GUARD• EYE PRO�TECTgN AND HARD HATS (TYP.) (SEE CROSS SECTION FOR SIZE AND QUANTITY) INTERMEDIATE RAFTER CONNECTION DETAIL MF21 AA RIGID FRAME RAFTER EAC wORECALIDN BE Most mNED ro USE THE SAFEST AAD PRODUCTIVE ERECTIDN TECHNIQUES. RIGID FRAME RAFTER RIGID FRAME COLUMN STRUCTURAL BOLTS (TYP.) 'SEESZE ANDS QUANTITY) FOR VERTICAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF17 71 LAA J RIGID FRAME SAFETY PRECAJ� UW, WORKERS EEARIGID FRAME RAFTERtS'5qA� FOR L67NCTHof EHCEE S ' INTERIOR COLUMN .,....., —.— DACTCR SAFETY vREUANTHON: (SEE CROSS SECTION FOR WORKER PERSONAL PROTEC710N EQUIPMENT SIZE AND QUANTITY) SNODU) A.WAn MEET OSHA STANDARDS. F22� RIDGE RAFTER CONNECTION DETAIL M� RIGID FRAME WAFTER • Bou GAGE 80L,R,F RAFTER , SPLICE /\ PLATE STRUCTURALB ,,� PLATE (RAFTER)0 Dom) �T > T/6 COLUMN IN.. E Sow' MN. MN. oft LKN. T7PICAL CONNECTION AT GAPS"' ` • - `yg/o I. T. PLACEON TAD A7 GAPS ET 1/6. E E 2. PLACE NON-TAPERED BETWEEN BOLI PARS AS REQUIRED N W - GAP" N COypRESSION AA REA GREATER THAN i/? AND TACK WELD. 3. T rr L TApERED 1-TWERED SIM TO EME=E'T MW eft SECTION 'A -"A` STYLE.x (SECRON THROUGH GAP) 4. ALL SKIMMING MATERIAL MILD STEEL. 5. RODE SHI&" DETAILS 9MIUATT- MF19 TYPICAL HAUNCH SHIMMING DETAILS AA RIGID FRAME I I RAFTER LOADING i I STRUCTURAL BOLTS-(TYPJ ! I S4) 1/2'0 x T A325 BOLTS I 1 tWASHERS IF REQUIRED) I I ! I UCTIRAL BOLTS MF28 INTERIOR COLUMN CAP CONNECTION AT RIDGE AA CONNECTION AT RIGID FRAME RIDGE RAFTER PTR ENOWALL COLUMN 3/< m X t 31,C A325 BOLTS WRH 2 WASHERS CLIP CnN ' CTION TO COLUMN t DATEY: TON BY: BWAPPD BY: ISSUED: 12-1-97 $µ'EI'! PRECNJDDN: STAY WELL w 1HE CLEAR ai LOADS p y�E, � A1RE O KEEP /LANDS AND FEET CLEAR OF YOUNG LOADS. STRUCTURAL BOLTS (TYP.) (S SIZE AND QUANTITY) SEE CROSS SECTION FOR RIGID FRAME COLUMN RIGID FRAME DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE M� RIGID FRAME .. sorry PRECNRTON: LOAD. jam RIGID FRAME RAFTER SEAY CLFlIR OF ANr MOVING / B KR CIRTAI UY�EO BEFOREERTHN�OG �LNES7 ' ARE REMOVED. 4) 1/L P A WASHERS IF INTERIOR COLUMN INTERIOR COLUMN CAP CONNECTION MF27 I CONNECTION AT PRISMATIC RIGID FRAME RAFTER AA STRUCTURAL BOLT(—A325 WASHER LOCATED TIGHTEN NUT AGAINST ON SLOTTED SIDE UNTHREADED PORTION OF BOLT. THIS CONNECTION IS DESIGNED TO MOVE. I; 3/4"0 X Y A325 BOLT — I I ENDWALL COLUMN ENDWALL INTERIOR I i COLUMN CLIP _ SECTION A -A BUTTE COUNTY B 1L inG DEPARTMENT INTERI C UP Rd, ICT1ED EF28 RIGID FRAME ENDWALL SUPAUTA k ALABAMA TYPICAL MAIN FRAMING CONNECTION DETAILS REV.V DRAWING . DMF -1.0 Q; NUMBER ENDWALL INTERIOR 2.54cm 1� COLUMN CLIP A — 1 I 2 3/4 4 3/IE' 71.ttcm 0.95cm— I I �I i 6.990 2 3/4 �i I I I A� 2 1 3� 63km 7.62. ENDWALL GIRT I I I I I I I RAFTER LOADING i I STRUCTURAL BOLTS-(TYPJ ! I S4) 1/2'0 x T A325 BOLTS I 1 tWASHERS IF REQUIRED) I I ! I UCTIRAL BOLTS MF28 INTERIOR COLUMN CAP CONNECTION AT RIDGE AA CONNECTION AT RIGID FRAME RIDGE RAFTER PTR ENOWALL COLUMN 3/< m X t 31,C A325 BOLTS WRH 2 WASHERS CLIP CnN ' CTION TO COLUMN t DATEY: TON BY: BWAPPD BY: ISSUED: 12-1-97 $µ'EI'! PRECNJDDN: STAY WELL w 1HE CLEAR ai LOADS p y�E, � A1RE O KEEP /LANDS AND FEET CLEAR OF YOUNG LOADS. STRUCTURAL BOLTS (TYP.) (S SIZE AND QUANTITY) SEE CROSS SECTION FOR RIGID FRAME COLUMN RIGID FRAME DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE M� RIGID FRAME .. sorry PRECNRTON: LOAD. jam RIGID FRAME RAFTER SEAY CLFlIR OF ANr MOVING / B KR CIRTAI UY�EO BEFOREERTHN�OG �LNES7 ' ARE REMOVED. 4) 1/L P A WASHERS IF INTERIOR COLUMN INTERIOR COLUMN CAP CONNECTION MF27 I CONNECTION AT PRISMATIC RIGID FRAME RAFTER AA STRUCTURAL BOLT(—A325 WASHER LOCATED TIGHTEN NUT AGAINST ON SLOTTED SIDE UNTHREADED PORTION OF BOLT. THIS CONNECTION IS DESIGNED TO MOVE. I; 3/4"0 X Y A325 BOLT — I I ENDWALL COLUMN ENDWALL INTERIOR I i COLUMN CLIP _ SECTION A -A BUTTE COUNTY B 1L inG DEPARTMENT INTERI C UP Rd, ICT1ED EF28 RIGID FRAME ENDWALL SUPAUTA k ALABAMA TYPICAL MAIN FRAMING CONNECTION DETAILS REV.V DRAWING . DMF -1.0 Q; NUMBER INSTALLATION: BOLTS N CONNECTIONS SUBJECT TO TENSION LOADS SHALL BE TIGHTENED TO PROVIDE, WHEN ALL FASTENERS IN THE JOINT ARE TIGHT, AT LEAST THE MINIMUM TENSION (SHOWN IN THE SCHEDULE BELOW). BOLTS IN CONNECTIONS NOT SUBJECT TO TENSION LOADS AND WHERE LOOSENING OR FATIGUE DUE TO VIBRATIONS OR LOAD FLUCTUATIONS - ARE NOT DESIGN CONSIDERATIONS NEED ONLY TO BE TIGHTENED TO THE SNUG -TIGHT CONDITION. TURN OF THE NUT METHOD: A METHOD FOR PRE -TENSIONING HIGH STRENGTH BOLTS. THE NUT IS TURNED FROM THE 'SNUG -TIGHT' POSITION CORRESPONDING TO A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH, THE AMOUNT OF ROTATION REQUIRED BEING A FUNCTION OF THE BOLT DIAMETER AND LENGTH (SEE NUT ROTATION IN THE SCHEDULE BELOW). NOTES: 1. AMERICAN BUILDINGS COMPANY NOR ITS SUBSIDIARIES WILL NOT ASSUME ANY RESPONSIBILM FOR IMPROPER BOLT LOCATION. 7- SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLT WILL BE INSTALLED IN ITS PROPER LOCA71ON AS SHOWN ON THE DETAIL GIVEN OR NOTED ON ERECTION DRAWINGS. 3. ALL 1/2' DIAMETER A325 BOLTS (N CONNECTION NOT SUBJECT TO TENSION LOADS) ARE REQUIRED TO BE TIGHTENED TO 'SNUG TIGHT' CONDITKN ONLY. I• AMERICAN SOCIETY FOR TESTING AND MATERIALS INSPECTION: BOLTS TIGHTENED BY THE 'TURN OF THE NUT METHOD' MAY HAVE THE OUTER FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT BEFORE FINAL TIGNRENING. THUS AFFORDING THE INSPECTOR VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT AFTER THE BOLTS HAVE BEEN BROUGHT UP SNUG-TKW THE SIDES OF BOLT HEADS AND NUTS TIGHTENED MIDI AN IMPACT WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE WRENCH HAS BEEN APPLIED TO THE FASTENER GENERALLY, NO FURTHER INSPECTION IS NECESSARY FOR BOLTS IN BEARING - TYPE CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING IS NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING AND FALLING OFF ACCIDENTALLY. UTA LINTY 5,. 3/4' BUILDING BOLT MWER - 1/i 11 1 APPROVED • ci WALL PANEL NUT HEAD WALL FASTENER ASTM A307 BOLT IDENTIFICATION #1 XI D.C. SDFICMI BASE ANGLE FASTENER (BY OTHERS) 1�4'I CONCRETE ANCHOR (min.) 5 .0' O.C. BASE ANGLE 1 1/21 BOLT BA -20 w ou►4TLF OrtION90N • IF • GRADE �: l�1� �;.� ;' "" E 1 1/4' ' I 2 �i ��• y N 7/5r 7 7/15' � t• 1 5 1 NUT HEAD ASIIA BOLT IDENnFICATio ASTM A307 & A325 BOLT IDENTIFICATION SS. QnQIr). MF01 AA PRECIAM APFIIOYFD Ex j' SEE ERECTS FOR POWIF7cnort UEII aF= MILLS 9OE* prt6 LOCATKN FEILD DRILL /FOR ATT2-0 ACHMENT i PURLIN 3/4.0 BOLTS + GABLE KNEE BRACE COLUMN KNEE BRACE BRACKET 1— BR19 SEE AA 3/4'0 BOLTS ALL BOLTS ARE STRUCTURAL A325 SECTION AT BASE ANGLE BA02_ ARCHITECTURAL OR WINGSPAN WALLS AB SAFTIV um asasm � T[ a:FS, TERING art wulc uIrt t�aac a IIooF A1F/R FIELD DRILL FOR ATTACHMENT PURL 31 AGKET ALL BOLTS ARE STRUCTURAL A325 LAP A PATTERN BOLT SCHEDULE O'-11 7/8' SIZE ASTM DESIGNATION PRE -TENSION KIPS NUT ROTATION 1/2'0 A325 HIGH TENSILE 12.0 1/3 TURN 3/4'0 A325 HIGH TENSILE 28.0 1/3 TURN 7/8.0 A325 HIGH TENSILE 39.0 1/3 TURN 1'� A325 HIGH TENSILE 51.0 1/3 TURN INSPECTION: BOLTS TIGHTENED BY THE 'TURN OF THE NUT METHOD' MAY HAVE THE OUTER FACE OF THE NUT MATCH -MARKED WITH THE PROTRUDING BOLT POINT BEFORE FINAL TIGNRENING. THUS AFFORDING THE INSPECTOR VISUAL MEANS OF NOTING THE ACTUAL NUT ROTATION. SUCH MARKS CAN BE MADE BY THE WRENCH OPERATOR WITH A CRAYON OR DAB OF PAINT AFTER THE BOLTS HAVE BEEN BROUGHT UP SNUG-TKW THE SIDES OF BOLT HEADS AND NUTS TIGHTENED MIDI AN IMPACT WRENCH WILL APPEAR SLIGHTLY PEENED AND THUS INDICATE THAT THE WRENCH HAS BEEN APPLIED TO THE FASTENER GENERALLY, NO FURTHER INSPECTION IS NECESSARY FOR BOLTS IN BEARING - TYPE CONNECTIONS BECAUSE THE PERFORMANCE OF THE BOLTS IN BEARING IS NOT DEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADEQUATE INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFICIENTLY TO PREVENT IT FROM LOOSENING AND FALLING OFF ACCIDENTALLY. UTA LINTY 5,. 3/4' BUILDING BOLT MWER - 1/i 11 1 APPROVED • ci WALL PANEL NUT HEAD WALL FASTENER ASTM A307 BOLT IDENTIFICATION #1 XI D.C. SDFICMI BASE ANGLE FASTENER (BY OTHERS) 1�4'I CONCRETE ANCHOR (min.) 5 .0' O.C. BASE ANGLE 1 1/21 BOLT BA -20 w ou►4TLF OrtION90N • IF • GRADE �: l�1� �;.� ;' "" E 1 1/4' ' I 2 �i ��• y N 7/5r 7 7/15' � t• 1 5 1 NUT HEAD ASIIA BOLT IDENnFICATio ASTM A307 & A325 BOLT IDENTIFICATION SS. QnQIr). MF01 AA PRECIAM APFIIOYFD Ex j' SEE ERECTS FOR POWIF7cnort UEII aF= MILLS 9OE* prt6 LOCATKN FEILD DRILL /FOR ATT2-0 ACHMENT i PURLIN 3/4.0 BOLTS + GABLE KNEE BRACE COLUMN KNEE BRACE BRACKET 1— BR19 SEE AA 3/4'0 BOLTS ALL BOLTS ARE STRUCTURAL A325 SECTION AT BASE ANGLE BA02_ ARCHITECTURAL OR WINGSPAN WALLS AB SAFTIV um asasm � T[ a:FS, TERING art wulc uIrt t�aac a IIooF A1F/R FIELD DRILL FOR ATTACHMENT PURL 31 AGKET ALL BOLTS ARE STRUCTURAL A325 LAP A PATTERN 2'-0' O'-11 7/8' K 3'-0' V-5 7/8' M 4'-0' V-11 7/8- W 5'-0' 2'-5 7/8' 0 6'-0- 2'-11 7/8' R ia1afE :.R STANDARD PURLIN LAP —RF—01--1 BY-PASS CONDITION AA WOMC SHSHM DQE iRMm M 561" 1w AIIOPFA Evmm PxOf�7)IIIES Fart ALL im OR CEE UNDER THE BRACE 1N/f12F1X��ND(2A)R4 BOLT(S) KT. WASHERS {J{�= THE BOL WAD ONE UNDERONE THE AT FRAME BRACE CONNECTIONS THE 1. L WASHERS (ONNEERULnER X BAND RACE ONE UNDERONTHE � BOLT INSTALLATION & INSPECTION NOTES MF91 I KNEE BRACE DETAIL BR18 SECTION AT KNEE BRACE _ BR19 FRAME BRACE BR17 1/2'0. 3/4'0. 7/8-0 & 1.0 STRUCTURAL BOLTS AA AA AA FOR BYPAM PURLINS OR GIRTS AA 7� epi- �`� -di «.- « CUT wAs1ER WEB OF COLUMN OR RAFTER HEX NUT 1 BOLT kf%'1 CABLE BRACE DETAIL BR01 AA NO. REVISIONS MADE CK'D DATE ET 717 ON BUILDINGS WITH INSET OR FLUSH GIRTS. THE HORIZONTAL WEB OF THE GIRT • COLUMN FLANGES OMITTED OR GIRTS IN A BRACED BAY. WILL HAVE TO BE SLOTTED IN ORDER FOR THE FOR CLARITY. CABLE OR ROD BRACE TO PULL IN A STRAIGHT LINE FROM THE TOP OF ONE COLUMN TO THE BOTTOM OF THE NEXT COLUMN. INSTALLING THE BRACING ETHER TO THE INSIDE OR OUTSIDE OF THE GIRTS. TAKES THE BRACING OUT OF CUT WASHER A STRAIGHT LINE PULL THIS DOES NOT ALLOW THE BRACING TO FUNCTION PROPERLY AND IS AN UNACCEPTABLE ERECTION PROCEDURE MOVING THE WEB OF COLUMN OR RAFTER HOLES N OR OUT ON THE COLUMN TO ACHIEVE A STRAIGHT LINE PULL 6 ALSO HEX NUT UNACCEPTABLE SLOTTING THE WEB OF THE GRT TO ACHIEVE THIS STRAIGHT LINE PULL IS THE ONLY ACCEPTABLE METHOD. TO MARK THE HOLE LOCATION THE FOLLOWING I METHOD MAY BE USED. 1. INSTALL CABLE BRACNG N THE PROPER HOLES AT THE TOP OF ONE COLUMN TO THE BOTTOM OF THE NEXT COLUMN. RUNNING THE CABLE TO THE INSIDE OR OUTSIDE OF THE GRITS. IF YOU HAVE ROD BRACING BEVEL WASHER A NYLON STRING UNE MAY ALSO BE USED. BRACE 2. TIGHTEN THE CABLE OR STRING LINE SO THERE 6 NO SLACK. 3. WHERE THE CABLE OR STRING LINE CROSSES THE WEB OF THE GRITS. MARK TWO LACHES ON ETHER SIDE OF THIS POINT. 4. USING A SQUARE WAKE TWO PARALLEL LINES FROM THESE TWO MARKS ON THE WEB OF THE GRITS. 5. AT THE COLUMN. DETERMINE THE MEASUREMENT FROM OUTSIDE GIRT UNE TO CENTERLINE OF CABLE OR ROD BRACE HOLE UTILIZE THIS MEASUREMENT AS THE CENTERLINE OF A 1' X 4' SLOT TO BE MADE BETWEEN THE TWO PARALLEL LINES MARKED ON THE WEB OF THE GIRTS. SOME OF THE LARGER CABLES OR RODS MAY REQUIRE A SLIGHTLY LARGER SLOT TO ALLOW THE EYEBOLT TO PASS THROUGH. FIELD RI 6. AFTER ALL GIRTS HAVE BEEN MARKED AND SLOTTED. INSTALL CABLE OR GIRT OR ROD BRACING THROUGH THE SLOTS. THROUGH THE BRACE HOLES IN THE AS SHO COLUMNS. AND IMIM ROD BRACE DETAIL Wil7• VISUALLY CHECK TO SEE THAT THE BRACING IS NOT TOUCHING THE GRITS AT THE SLOTS. F T IS TOUCHING. TRIM OUT THE SLOT AS NECESSARY. AA 8. TIGHTEN BRACING AS NECESSARY TO PLUMB COLUMNS. FIELD SLOTTING GIRTS FOR CROSS BRACING BR03 AA DATE NO. REVISIONS FRAME BRACE DATE ENGR DATE SIDES BRACE DF9GNASAS BOOM- SIDES F REQUIRED REQUIRED NOTED ON BOLT INSTALLATION & INSPECTION, BY DESIGN AS NOTED ON THE BUILDING ERECTION DRAWINGS THE BUILDING ERECTION DRAWINGS S�E�CyO�NDARY BOLT(s) [*) FOR 'IRON SECONDARY BMT(S) 121/4 A32A91ER5 12-1-97 1/21121/HT�WASHERS WITH SONE TE BOLT H�AU AND 01E DOER TIE NUT) 4 REVISED BR17A11 (N(OINME THE BOLT TIMID AND ONE UNDER THE NRIQ ATNF BiRACt2NS AT FRAME BRACE CONNECTIONS 1RAME CHK'D BY: Bu 1/ 01.1 2 � (2) 10 BRACES - AMERICAN (RISE YML THG BOLT INSTALLATION & INSPECTION NOTES MF91 I KNEE BRACE DETAIL BR18 SECTION AT KNEE BRACE _ BR19 FRAME BRACE BR17 1/2'0. 3/4'0. 7/8-0 & 1.0 STRUCTURAL BOLTS AA AA AA FOR BYPAM PURLINS OR GIRTS AA 7� epi- �`� -di «.- « CUT wAs1ER WEB OF COLUMN OR RAFTER HEX NUT 1 BOLT kf%'1 CABLE BRACE DETAIL BR01 AA NO. REVISIONS MADE CK'D DATE ET 717 ON BUILDINGS WITH INSET OR FLUSH GIRTS. THE HORIZONTAL WEB OF THE GIRT • COLUMN FLANGES OMITTED OR GIRTS IN A BRACED BAY. WILL HAVE TO BE SLOTTED IN ORDER FOR THE FOR CLARITY. CABLE OR ROD BRACE TO PULL IN A STRAIGHT LINE FROM THE TOP OF ONE COLUMN TO THE BOTTOM OF THE NEXT COLUMN. INSTALLING THE BRACING ETHER TO THE INSIDE OR OUTSIDE OF THE GIRTS. TAKES THE BRACING OUT OF CUT WASHER A STRAIGHT LINE PULL THIS DOES NOT ALLOW THE BRACING TO FUNCTION PROPERLY AND IS AN UNACCEPTABLE ERECTION PROCEDURE MOVING THE WEB OF COLUMN OR RAFTER HOLES N OR OUT ON THE COLUMN TO ACHIEVE A STRAIGHT LINE PULL 6 ALSO HEX NUT UNACCEPTABLE SLOTTING THE WEB OF THE GRT TO ACHIEVE THIS STRAIGHT LINE PULL IS THE ONLY ACCEPTABLE METHOD. TO MARK THE HOLE LOCATION THE FOLLOWING I METHOD MAY BE USED. 1. INSTALL CABLE BRACNG N THE PROPER HOLES AT THE TOP OF ONE COLUMN TO THE BOTTOM OF THE NEXT COLUMN. RUNNING THE CABLE TO THE INSIDE OR OUTSIDE OF THE GRITS. IF YOU HAVE ROD BRACING BEVEL WASHER A NYLON STRING UNE MAY ALSO BE USED. BRACE 2. TIGHTEN THE CABLE OR STRING LINE SO THERE 6 NO SLACK. 3. WHERE THE CABLE OR STRING LINE CROSSES THE WEB OF THE GRITS. MARK TWO LACHES ON ETHER SIDE OF THIS POINT. 4. USING A SQUARE WAKE TWO PARALLEL LINES FROM THESE TWO MARKS ON THE WEB OF THE GRITS. 5. AT THE COLUMN. DETERMINE THE MEASUREMENT FROM OUTSIDE GIRT UNE TO CENTERLINE OF CABLE OR ROD BRACE HOLE UTILIZE THIS MEASUREMENT AS THE CENTERLINE OF A 1' X 4' SLOT TO BE MADE BETWEEN THE TWO PARALLEL LINES MARKED ON THE WEB OF THE GIRTS. SOME OF THE LARGER CABLES OR RODS MAY REQUIRE A SLIGHTLY LARGER SLOT TO ALLOW THE EYEBOLT TO PASS THROUGH. FIELD RI 6. AFTER ALL GIRTS HAVE BEEN MARKED AND SLOTTED. INSTALL CABLE OR GIRT OR ROD BRACING THROUGH THE SLOTS. THROUGH THE BRACE HOLES IN THE AS SHO COLUMNS. AND IMIM ROD BRACE DETAIL Wil7• VISUALLY CHECK TO SEE THAT THE BRACING IS NOT TOUCHING THE GRITS AT THE SLOTS. F T IS TOUCHING. TRIM OUT THE SLOT AS NECESSARY. AA 8. TIGHTEN BRACING AS NECESSARY TO PLUMB COLUMNS. FIELD SLOTTING GIRTS FOR CROSS BRACING BR03 AA DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWINGSTATUS NT� SCALE: NONE DATE BOLT INSTALLATION & INSPECTION, EUFAUI A [*) FOR 'IRON DRAWN BY: TON 12-1-97 BASE ANGLE AND BRACING DETAILS, 4 REVISED BR17A11 MCS THG 12-01 [ ] FOR APPROVAL CHK'D BY: Bu AND - AMERICAN 3 REVISED RFOIAA & BR17AA YML THG 10-00 [) FOR PERMIT ONLY [) FOR PRaIMINNAtsr DSGN LAPP BY' STANDARD PURLIN/GIRT LAP DETAILS DRAWING. 2 REVISED DRAWING NUMBER CKJ THG 11-9a 1P� COMPANY 1.13 11 1 1_ SAFETY PRECAUTxDN: WORKERS SHOULD ALWAYS WEAR CLAVES WHEN wwDUNc METAL GIRT DEPTH SAFETY PRECAUTION: WORKER PERSONAL PROTECTION EOUIPMENT GIRT DEPTH SAFETY MDECAUTWN: WORKERS SHOULD ALWAYS WFAR GIRT DEPTH SAFETY PRECAUTION: WORKER PERSONAL PROTECTION ED EMT GIRT DEPTH SURFACES WITH SHARP EDGES. .SHOULD ALWAYS MEET OSHA STANDARDS. GLOVES WHEN HANOUNC METAL SHOULD ALWAYS MEET OSHA STANDARDS. SURFACES WITH SLURP EDGES. i EAVE STRUT RAFTER EAVE STRUT RAFTER EAVE STRUT EAVE STRUT RAFTER RAFTER STRUCTURAL BOLTS STRUCTURAL BOLTS' (4) 1/rO..X-:1.,1/4" (4) -1/r0 -X--1 1/4' STRUCTURAL BOLTS STRUCTURAL BOLTS A325 BOLTS -' =A325.80LT5'. (4) 1/TO-%x 1 1/4" (4) A325 BOLTS A325�BOLT51/4" j SAVE STRUT BRACKET EAVE STRUT BRACKET (SHOP WELD) (SHOP WELD) EAVE STRUT BRACKET EAVE STRUT BRACKET'I (SHOP WELD) (SHOP WELD) COLUMN COLUMN COLUMN COLUMN EAVE STRUT CONNECTION IRF31R EAVE STRUT CONNECTION AT HIGHSIDE RF36R EAVE STRUT CONNECTION __ ,RF32R EAVE STRUT CONNECTION AT HIGHSIDE I __ RF37R BY—PASS GIRTS / DIAGONAL HAUNCH SPLICE AA BY—PASS GIRTS / DIAGONAL HAUNCH SPLICE I AA BY—PASS GIRTS / VERTICAL HAUNCH SPLICE AA BY—PASS GIRTS / VERTICAL HAUNCH SPLICE L AA I SAFEtt PRECAUTKDN: WORKERS SHOULD ALWAYS QUEM ClQvES WHEN HANDLING METAL WORKERPRECAUTION: PERSONAL PROTECTION EQUIPMENT SAFETY WORKERS SHOULD ALWAYS WEAR WORKER PERSONAL T OSHAST STANDARDS. IIIA SHOULD ALWAYS MEET OSHA STANDARDS. SURFACES WITH SLURP EDGES. SHOULD ALWAYS MEET OSHA STANDARDS. GLOVES WHEN HANDLING METAL SURFACES WITH SHARP EDGES. STRUCTURAL BOLTS - (4) 1/r0 X1/4 - ,X,,1 ,e AZ25 BOLTS STRUCTURAL BOLTS STRUCTURAL BOLTS STRUCTURAL BOLTS (4)=•1'/r0 X i t/4 - (2) t/r0 x 1 1/47 (2) 1/r0 x _7 1/4' EAVE STRUT PLATE .,, A325 BOLTS' A325 BOLTSw,.A325 BOLTS (SHOP WELD) - ESP -1 EAVE STRUT PLATE RAFTER RAFTER (SHOP WELD) • EAVE STRUT ESP -1 EAVE STRUT EAVE STRUT RAFTER EAVE STRUT - - RAFTER EAVE STRUT PLATE EAVE STRUT PLATE ESP -1 - ESP -1 1 1/r - 3.81 Cm 3.81 Cm 3.81 Cm 1 1/2" - 3.81 Cm COLUMN STRUCTURAL COLUMN _BOLTS (2) 1/rW `x - BOLTS PER W/ONE WASHER PER BOLT E STRUCTURAL .BOLTS COLUMN BOLTS' (z) 1/rm x r.,A32s eoLTS COLUMN W/ONE WAS14ER PER BOLT EAVE STRUT CONNECTION RF31 EAVE STRUT CONNECTION AT HIGHSIDE IRF36QI EAVE STRUT CONNECTION RF320 EAVE STRUT CONNECTION AT HIGHSIDE _ RF370 INSET GIRTS / DIAGONAL HAUNCH SPLICE AA INSET GIRTS / DIAGONAL HAUNCH SPLICE AA INSET GIRTS / VERTICAL HAUNCH SPLICE AA INSET GIRTS / VERTICAL HAUNCH SPLICE AA SAFETY PREtlVD110N: WORKERS SHOULD ALWAYS WEAR GLOVES WHEN lUNOUNC METAL. SAFETY PRECAUTION: WORKER PERSONAL PROTECTION EQUIPMENT SAFETY PRECAUTION: WORKERS SHOULD ALWAYS WEAR SAFETY PRECAUl10N: WORKER PERSONAL PROTECTK)N EQUIPMLM SHOULD ALWAYS MEET OSHA STANDARDS. _ SURFACES WITH SHARP EDGES. STRUCTURAL BOLTS SHOULD ALWAYS MEET OSHA STANDARDS. GLOVES WHEN HANDLING METAL SURFACES WON STWLP L'IXiS j (4) 1/2.0 X 1 1/4" - A325 90LT5'111`? STRUCTURAL BOLTS EAVE STRUT PLATE (4),-i/r0. X 1_1/'r (SHOP WELD) a A325BOLTS -'f ESP -1 EAVE STRUT PLATE RAFTER EAVE STRUT - RAFTER (SHOP WELD) ESP -1 EAVE STRUT EAVE STRUT RAFTER EAVE STRUT RAFTER STRUCTURAL BOLTS STRUCTURAL BOLTS (4) 1/2*0 x 1 1/4" (4),j/rO x 1 1/4" P ' A325 ;BOLTS +, A325 BOLTS COLUMN �elnl �p BUTT �� COLUMN COLUMN COLUMN MIlKiii � k�+� ow EAVE STRUT CONNECTION AT HIGHSIDE RF37P EAVE STRUT CONNECTIONCONNECTION RF 1 EP AT HIGHSIDE RF36P EAVE STRUT CONNECTION RF32P FLUSH GIRTS / DIAGONAL HAUNCH SPLICE AA I FLUSH GIRTS / DIAGONAL HAUNCH SPLICE AA FLUSH GIRTS / VERTICAL HAUNCH SPLICE AA FLUSH GIRTS / VERTICAL HAUNCH. SPLICE AA SCALE: DATE euFALTu AUBAYA DRAWN BY: TDN TYPICAL EAVE STRUT I CHECKED BY: BU 112-1-97 CONNECTION DETAILS - DESIGN APP'D BY: DRAWING ° REV.NO. DRF -1.0 N0. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE NO. REVISION MADE CID. DATE ISSUED: NUMBER D ®m sArt7r PRIVURQk AMEIifm euu*m CO~ ASOOHE7DS TMTALL WORKERS WEAR SLEEL 7m SHOES WmWMARSAL QMM EVE PRCIWnOW HO HAI) AIM7S DLT i SECONDARY'BOLT(S) :CONWRY.BOLT(S) 1/2X1 1/4 A325-, GIRT CUP '2X1 i/4 A325 _ / CL -4 SAFEn PmEcumpt WORKERS SHOULD RE Iwo) N FO ALL JOBSTHE FROM ERLiION PROC1nUEi ONE UNDER THE UME BRACE AND O ZEE OR CEE Nc o NE Hx ani AND UNDER TM: . AT FRAME BRACE S*'M PRECMInO k AMENCAN BUaAGS CO~ RECOMMENI6 11MT ILL WORKERS WEAR SIER im SHOES O'-11 7/8' K Sm IEMARSk QMID- EVE Li1oLECROR 1'-5 7/8' CART CLIP COLUMN 2)TRUCTURAL BOLTS CL -4 W/ TWO H TT WASHERS PER BOLT SEOONDi1RY 80L7(S) 1/4 A325 ` T i 1/2'01 1/2' A325 0(*km)m COMNECIIONS 2'-5 7/8' 0 i i SECONDARY'BOLT(S) :CONWRY.BOLT(S) 1/2X1 1/4 A325-, GIRT CUP '2X1 i/4 A325 _ / CL -4 SAFEn PmEcumpt WORKERS SHOULD RE Iwo) N FO ALL JOBSTHE FROM ERLiION PROC1nUEi ONE UNDER THE UME BRACE AND O ZEE OR CEE Nc o NE Hx ani AND UNDER TM: . AT FRAME BRACE --� � ( N N COLUMN 6 1/4 I 6 1/4' i rARF 6 1/4' 6 1/4• G/iT � qRT GIRT EDITENSION ANGLE GIRT G V2) FASTENERS 12X1 1/4' SOHH SAFETY PRFYAlllglk PIR WORRR SAFETY FW. LAP A PATTERN 2'-0' O'-11 7/8' K X -O' 1'-5 7/8' o SEOONDi1RY 80L7(S) 1/4 A325 ` T i 3' c 0(*km)m COMNECIIONS 2'-5 7/8' 0 6'-0' i•-- L O ---I O M USE 1 2x 1 1 2 A325 WITH; F_10 i �- an CLIP L CL -4 115E 1/2: 11/1. A325 WITH L I i i GIRT CUP CL -4 13 i COUNTY N a 1 'SECONmm ' 1 1/4' 2 1/2' DARY BOLT(S) SECONDIR , @ -- --- -- -- 1 1 1/4 A725�y WIIN (21 H T. WASFIERE UIJnEER M11�4 sourm o i O 1 1/2X1 1/4 A325 1 2X� BETUCEAND g1HE M)I) 2 L WASHDZS OTE UNDER N AT SECONDARY BOLTS) A �q� j BUILDING ao MDt1E: 1 2X1 1 4 A325 N N 'P7 FRAME BRACE 12' CHANNELS ON THE ENDWALL ARE SPECIAL CONDITIONS. o a FB-- FRAME BRACE FB-- BOTH SIDES BOTH SDES F REQUIRED F REOIIRID BY OE51G11 r --� � ( N N COLUMN 6 1/4 I 6 1/4' i rARF 6 1/4' 6 1/4• G/iT � qRT GIRT EDITENSION ANGLE GIRT G V2) FASTENERS 12X1 1/4' SOHH SAFETY PRFYAlllglk PIR WORRR SAFETY FW. LAP A PATTERN 2'-0' O'-11 7/8' K X -O' 1'-5 7/8' M SEOONDi1RY 80L7(S) 1/4 A325 W 51-0' 2'-5 7/8' 0 6'-0' 2'-11 7/8'1 R (2) 10 BRACES GI CONNECTION TO COLUMN KFO--l-Pl GIRT CONNECTION TO COLUMN F01 STANDARD GIRT LAP AT SIDEWALLWF02R FRAME BRACE BR17 8' OR 9 1/2' FLUSH CARTS AA 8' 9 1/2' INSEE CARTS AA BY-PASS CONDITION AA FOR BYPASS PURLINS OR GIRIS AA 2 1 2' (2 STRUCTURAL BOLTS (TYP.) 1�2 0 X 1 1/4' A325 (2 STRUCTURAL BOLTS (TYP.) y 192.0X 1'"1/4'.A325- 4ry V CRT CLIP CL -4 9-1/2- (2 STRUCTURAL BOLTS 1 2 0 X 1! 1/4' A325 BY-PASS GIRT AT ENDWALL PRYF58 BY-PASS GIRT AT ENDWALL F59 BY-PASS GIRT AT SIDEWALL F55 BY-PASS GIRT AT SIDEWALL F56 e• ZEE AA 9 1/2' ZEE AA 8' ZEE AA 9 1/2' ZEE H 1/2 X 1 1/4 A325 BOLTS WITH (2) H.T. WASHERS (ONE UNDER THE BDLT HEAD AND ONE UNDER THE NUT) REQUIRED PER BOLT AT FRAME BRACE FRAME BRACE CONNECTIONS `( STRUCTURAL BOLTS Ow.) 12�2 0 X 1 1/4' A325 STR .R /4 BOLTS A32BK, COLUMN 1/2 rS WITH (2) H.T. WASHERS (ONE UNDER THE BOLT HEAD AND ONE UNDER THE NUT) REWIRED PER BOLT AT FRAME BRACE CONNECTIONS FRAME BRACE SIRU;RIR/A41.' A3BOLTS5 '(1YP-) I1,2 A325 �I BUILDING FAEC1gN DWIWM—X'S ON BY DESIGN AS NOTED ON— THE BUILDING EAECIM DRAWINGS SECONDARY SEOONDi1RY 80L7(S) 1/4 A325 BOLTS)1/21!1 121/ ITH WASHERS 7NRRINM 2 HT WASHERS ImTHE BOLT 2 1/2' 0!E AND ONE EUIIDEITHE AND ONE UNDER THE NUF) AT FRAME CMEMM D 8• CHANNEL 9 1 / ' Hill NUT) AT FRAME BRACE CUNlE=M M USE 1 2x 1 1 2 A325 WITH; F_10 i �- an CLIP L CL -4 115E 1/2: 11/1. A325 WITH (2) BRACES (2) 10 BRACES GI CONNECTION TO COLUMN KFO--l-Pl GIRT CONNECTION TO COLUMN F01 STANDARD GIRT LAP AT SIDEWALLWF02R FRAME BRACE BR17 8' OR 9 1/2' FLUSH CARTS AA 8' 9 1/2' INSEE CARTS AA BY-PASS CONDITION AA FOR BYPASS PURLINS OR GIRIS AA 2 1 2' (2 STRUCTURAL BOLTS (TYP.) 1�2 0 X 1 1/4' A325 (2 STRUCTURAL BOLTS (TYP.) y 192.0X 1'"1/4'.A325- 4ry V CRT CLIP CL -4 9-1/2- (2 STRUCTURAL BOLTS 1 2 0 X 1! 1/4' A325 BY-PASS GIRT AT ENDWALL PRYF58 BY-PASS GIRT AT ENDWALL F59 BY-PASS GIRT AT SIDEWALL F55 BY-PASS GIRT AT SIDEWALL F56 e• ZEE AA 9 1/2' ZEE AA 8' ZEE AA 9 1/2' ZEE H 1/2 X 1 1/4 A325 BOLTS WITH (2) H.T. WASHERS (ONE UNDER THE BDLT HEAD AND ONE UNDER THE NUT) REQUIRED PER BOLT AT FRAME BRACE FRAME BRACE CONNECTIONS `( STRUCTURAL BOLTS Ow.) 12�2 0 X 1 1/4' A325 STR .R /4 BOLTS A32BK, COLUMN 1/2 rS WITH (2) H.T. WASHERS (ONE UNDER THE BOLT HEAD AND ONE UNDER THE NUT) REWIRED PER BOLT AT FRAME BRACE CONNECTIONS FRAME BRACE SIRU;RIR/A41.' A3BOLTS5 '(1YP-) I1,2 A325 �I "�� 2 1/2' 8• CHANNEL 9 1 / ' Hill i ' L i �- an CLIP L CL -4 I i i GIRT CUP CL -4 13 i COUNTY FLANGE BUILDING qRT DEPTH MDt1E: .. 12' CHANNELS ON THE ENDWALL ARE SPECIAL CONDITIONS. r ,— A oft 0 v qRT GIRT BY-PASS CEE GIRT AT ENDWALL F12 R BY-PASS CHANNEL COLUMNF60 BY-PASS HOT ROLL/BUILT-UP COLUMN F61 BY-PASS CEE GIRT AT SIDEWALL F11 AA AA AA NO. REVISIONS MADE CK'D DATE IDM DATE NO.1 REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE NONE DATE EUFAUI.A 4 REVISED WF60RM WF61RAA TAC TBG 10-99 �y 7 REVISED BR17M 3 REVISED WFGIPAk WFOIQM ADDED W 12RAA, WF11RM TBG DKJ 7-98 [*) FOR CONSTRUCTION [) FOR APPROVAL DRAWN BY: TON 12-1-97 TYPICAL PURLIN / GIRT MCS THG 6 REV. WF02RIVA, WF60RAA„ dl wF61RM ADDED BR17 M YML !FIG 12-01 10-00 RAA j CHK'D BY: aw CONNECTION DETAILS a>�[ttCeN BitnanvGs Co>IPex1r c _ 2 ADDED wFo1M --- Tec n+c 4-e8 FOR PRELIMINARY Osm APP BY: 8" & 9 1/2- GIRT$ DRAWING. REV NI SAFErfOI AMERICAN MUDIS COMPANY THAT ALLWEAR SAI N e AMERICAN o"LONGTCOMPANY RECOMMENDS THAI Am WORKERS WEAR TELL OE SINCE RSALO SOEy AMER BUILDINGS COPANRECOMMENDS THAT ALL WORKERS WEAR STEEL TOE SHOES SmETr: AWTIMRNEMTRIrAIJILEWLTMeTAOFRRLSKaAELNRcSGs WAcEROMOM,PSs IPa DTARSL GUAM AND HARD PATS. WITH EYE PROTECTION AND (ARD HiftD WITH Y AND HARD HATS. GUANO' OUESAYNDFEir RE7rO0IoEElC.$TTNOExONoE OR 9 1 /Y GIRTS AID AMID �� (2) STRUCTURAL BOLTS - RTS (2 STRUCTURALIBOLTS W/ TWO H.T. WASHERS PER.SOLT W/ TWO H.T. WASHERS PER BOLT i CL -2 /rmx, 1/r A325 , CL -2 , /2"mx, ,/r a325. ENDWALL INSET ENDWALL,,CL-2 12" GIRT GIRT CL -2 GIRT ENDWALL (2) STRUCTURAL BOLT'S ENDWALL ; (2) STRUCTURAL BOLTS (2 STRUCTURAL BOLTS (TYP.) % (2 STRUCTURAL -BOLTS (TYP) I W/ TWO CL'=48 -t I 1/2-X1 i/2- A325; GIRT W/ 7W0 CL -4B ^--� -, ; rmx, , 4 A325 / 1 rmx, , 4" A325 / / r---- -- , ---Z 1/2"mXt ,/r A325 I i ------ ---- -- - i i i CL -4 SIDEWALL O a, GIRT .; i i CL -4 SIDEWALL 1 ; O a; CIL i O a i r'• , 0 a CL -4 1 J GIRT �� o o I a I 0to I L- 1 O i a i --------� GA-, O I a I GA -1 to ; --------J ---------------- -------- GA -1 O �. La , ------------- •-------- I SIDEWALL GIRT SIDEWALL GIRT CORNER GIRT STRUCTURAL BOLT (7Yp U.N.) F I/8" i' -B* 1/Ymxl 1/4" A325 STRUCTURAL BOLT RYP U.N.) I .CORNER GIRT 1/Ymxt 1/4 A325 1•-� L i 5/g' Ir .FLUSH 1 5/8" BY-PASS 2'-3 1 r GIRT EXTENSION ANGLE GIRT ANCLE BY-PASS 2'-3 1/2' IN 1'-7 , Y GEA -2 INS P-7 11Z' GEA -2 CORNER GIRT CONNECTION WF04 CORNER GIRT CONNECTION F04 CORNER GIRT CONNECTION WF05 CORNER GIRT CONNECTION F05 BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA INSET SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA INSET SIDEWALL GIRTS/INSET ENDWALL AA SATE,Y PREGYlI101k - NICS COMPANY RECOMMENDS TLO WORKERS WEAR STEEL T GUARD, EYE PROSECTION SAFETY PRECAUTION: AVER eURJDWGS COMPANY L TOES 9RECOMM4 ALL WORKERS WEAR EE: WITH ARSAI QA,O, EYE PROCTON SAFETY �T1M7 AMERICAN R CMPY RECOMMENDS; THAT All WORKERS NENt STEEL TOE SHOES AMERICAN �COWA [MENDWITHTARSAL LNTYL TOE SHOES AND HARD AND HND WITH METOTARSIAL GI EYE PROTECTION AND AMID HI WITH METOTARSAL GUARD. EYE PROTECTION AND HARD MATS. CL -2 8" OR 9 'IT GIRTS (2) STRUCTURAL BOLTS CL -2 8- OR 9 1/2" GIRTS (2) STRUCTURAL BOLTS 9 1/r VARIES 9 1/2- to" W -TWO. H.T. WASHERS PER BOLT W/ TWO-JiJ WASHERS PER BOLT /rmx, ,/z` A325 ,/rmx, ,/r A3zs ✓ -ENDWALL,r cIRTs GIRT (2 STRUCTURAL BOLTS 1.qCL-4/\\ , _ ENDWALL IR GIRT ; (2) STRUCTURAL BOLTS ENDWALL ; GIRT ; (2 STRUCTURAL BOLTS (TYP.) 1 112-OX1.1/4" A325' INSET ENDWALL Mi-_ ---_-,W� TWO CL-4B-.-..,,� 1/2-0X1`1/r A325 1 CORNER CART ----- W/ TWO CL -48 '*�•�,,�.,,,, 1/Y0X1 Ir_______ , - - _ ,' CART _ (2 STRUCTURAL BOLTS (TMP.) ,12-0X,11/47 u °-- I/2- A325 ;'------+2--------,. A325.a a a I cL-4 , ,/r I �Q __oT [\`CLCORNER __ GIRT ;;a iCL-4 GA -i. SIDEWALL GA-1�-1 CL -2 GA -1 --------JGIRT ------� `- CL -2 ------- --------------GIRT I/g.. SH STRUCTU BOLT r U.N.) I/rmXt 11 4' A325 I STRUCTURAL BOLT (TYP U.N) 1 5/8- Fes- 1/2-OXI 1/4" A325 FLUSH ,'-6" 1'-7 BY-PASS 2'-3 1 2- IN 11f INS 1--7 1 Y BY-PASS 2--3 1 2 - CORNER GIRT CONNECTION WF06 CORNER GIRT CONNECTION F06 CORNER GIRT CONNECTION AT WIND COLUMN F04 CORNER GIRT CONNECTION AT WIND COLUMN WF 44Z FLUSH SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA FLUSH SIDEWALL GIRTS/INSET ENDWALL AA OPEN BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA OPEN BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA SMI'- PRECAUIOIk AMERICAN BIALDROS COIPAN'Y RECOMWENDS TIMI ALL WORKFFS WEAR STEEL i0E 5110E5 SEEDY PRECAUTIOfCSAFETY AMERICAN W.MDNGS CO~ RECOMMENDS LMT ALL WORKERS WEAR STEEL TOE SHOES PRECAUTON: AMERICAN BULI)NGS COMPANY RECOMMENDS THAT ALL WORKERS WEAR SIM SINIES EEL TO SAFETY PRECAUTIOft AMERICAN OULONGS CO~ fmcomm ADS TINT ALL WORKERS "EMSTEEL TOE Sim WITH MEMARSAL GUARD. EYE PROTECTION AID HARD HATS. WITH MET07ARSAL CUM. EYE PROTECDOM AMD HUM IMTS. MDI METOTARSAL GUARD. EYE PROIECUDN AND HAIR MATS. WITH METOTARSAL GUARD. EYE PROTECTION AMD FMD HATS. 9 1/Y VARIES 9 ,/r 10" 9 1 r VARIES 2) STRUCTURAL (RTS BOLTS B")) OR 9 1 /Y GIRTS RAL BOLTS 9 1/2- 10" W2/ INSET W/"ONE-Hil% WASHER PER BOLT ONE H.T. WASHER PER BOLT 1 1/2-0X1',/r A325 S ENDWALL ; GIRT ; I CL -2 ENDWALL GIRT CL -2 ; i/Y0X1 1/2- A325 GIRT i I i IRT ; 2) STRUCTURAL BOLTS (2 STRUCTURAL -BOLTS (IMP.) 11Y0X1 1/4" I (2 STRUCTURAL BOLTS (TYP) ENDWALL ;TRUCTURAL BOLTS ENDWALL GIRT i CL -2 : W/ ONE CL -46 _A325.' 1/2-0X1 1/4" A325 -' ;NE-�GL-48 1/rOXL..1/r A325 :- �-- �---- ---- `` _.- -4 ;X1 1/2- A325 A CL -4 CL -4 I" r O a ; CL -4 ---- ,(-- -1SIDEWALL i Q O CL -4 T I T— L O ID I/ GIRT (OPTIONAL) LJ ------_ r----- -I UCL r----------- r ----------- G^-, ---5i ' GA -1 i ' ; Ip; L-------_- 1SIDEWALL L----e-s -- --- GIRT (OPTIONAL) -_ --------------J------------------------ GA-, --------------- '/g SIDEWALL GIRT _ELUSH 1'-B"H SIDEWALL GIRT e e 1�-I------- ---- -- STRUCTURAL --BOLT (TMP U.N.) T'-6" 1/2"0X1. 1/47,A325, ' STRUCTURAL BOLT (Typ U.N.) 1/rmx, 1/4- A325 F USH - 1'-6" GIRT ExTENSION ANGLE GEA -2 1 5/8" IN 1'-7 1/2* BY-PASS 2'-3 1/2' IN 1'-7 1 2" INSET ,'-7 1 2" GIRT EXTENSION ANGLE BY-PASS 2'-3 1 2" BY-PASS 2'-3 1 Y GEA -7 CORNER GIRT CONNECTION AT WIND COLUMN F04X CORNER GIRT CONNECTION AT WIND COLUMN WF04Y CORNER GIRT CONNECTION AT WIND COLUMN WF05Z C � C; WIND COLUMN MF06Z L 2S L FLUI i ,. B -lpS ENDWALL AA BY-PASS SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA INSET SIDEWALL GIRTS/FLUSH- INSET, BY-PASS ENDWALL AA SCALE: DATE 'N I ic>rl H TYPICA F AMIPdo I S C Vj+�C I F Ei 1 EUFAULA ALABAMA REVISED WF05ZAA TAC THG 3-00 DRAWN BY: THG REVISED WFOSAA, WFO50AA, WFO6AA, WFD60AA, TBG BW 7-98 [NO. CHECKED BY: BLJ WFO5ZAA, WF06ZAA DESIGN APP'D BY: DRAWING DWF-2.0 NUMBER REV.NO. 2 NO. REVISION - MADE CK'D. DATE NO. REVISION MADE CK'D. DATE REVISION MADE CK'D. DATE nlnnea Nn I 1 ISSUED: 12-1-97 sAFEn PREGMTT01t - AAEIdEruA a1RDR+cs uHnANr RECOAWETADS TMT NL RORSAL AM ETE0. OE SHOES MIN GWIO. EYE PROTECTION SAFETY PREONITIOI* 11, 1 ALL WORKERS AFAR STEEL TOE SHOES SAFETY PREOWTOft COMMAIAERKiIN TMT TNT ASL wOftlfFRS MFM SIM i� SAFETY INECNTTIOIk ECAUDOs CD~ RECAHWHDos AND HARD HARTS. ARD HATS. � 1ARD M ARSSA GUARD. EYE PROTECTION WrTH MSN. GUARD. EYE PROTECTION AND IMFD THAT AL WORKERS AFAR STEEL 70E SUOES WON LETOTN151i1 GUARD. E'�E PR01EC'TON AND HARD WITS { INSET 6' OR 9 1 /r GIRTS STRUCTURAL�BOLT (TYP U.N.) (2) STRUCTURAL BOLTS CL-2 1/2'OXtxt/4' A325' W/ ONE H.T...WASHER, PER BOLT ✓3• OR 0 1 /2' GIRTS CL-2 STRUCTURAL BOLT (.TyP U.N.) (2) STRUCTURAL BOLTS 1/2-0X1 1/4' A325 j ENDWALL I GIRT CL-2 ' 1/2-0X7 1/2- A325 ,. W/ ONE H.T.-WASHER PER BOLT 1/r0Xf 1/2- A3251 i i (2 STRUCTURAL BOLTS (TYP.) SIDEWALL GIRT 11r0Xt 1/4" A325 y GRDWALL I CL-2 H i 2 STRUCTE/RAL'BOLTS ' ( (�•) 1)r0X1.,t/$ i -' 1 IRT ENDWALL I (2) STRUCTURAL BOLTS GIRT W/ ONE CL 4B • __^., ' l 12" GI i (2) STRUCTURAL BOLTS ENDWALL , GIRT W/ •„ . _....... __.. �> I ` T. � _ A325 ^ ^-) ri__ --__ � 1/2-0x1 1/2' A325 ONE CL-4B'"" l i CORNER GIRT '-- ,/roxl 1/r A32s 1 .. CL-4 0- �i `� uU O^ a� CL-4 _ ii`+ `+" i CL-4 O a --- y+ p O j CL-4 1 10 I �) C c ; l 0== I lv O^ (OPEN) T •• O ; V a (OPEN) 1.� (OPEN) 0 (�li Q 0Lif GA-1 po-- , HCa 111=-1 '^a i i C Q .. ,� Hw l 0 -. _., Q 0 T.� (OPEN) 00 , Ha0 Q _-___---� '1l t o-' ----------------------------------A O O C i ° -- iii GA-1 0' ,.:.... I l_ O C]l 1 0 0 a Q o --------� �_7 FL SH 1'-6' 7/8' BY-PASS 2'-3 1/r j SIDEWALL GIRT L7/8" 7 5/8' ---------------- CORNER GIRT 1/8' FLUSH a 1'-6' -----� IN 1'-T 1 Y BY-PASS 2'-3 1 Y GIRT EXTENSION ANGLE GEA-2 GIRT EXTENSION ANGLE IN 1'-7 11Z' GEA-2 CORNER GIRT CONNECTION FW—F-2-4-1 OPEN BY-PASS CORNER GIRT CONNECTION F24 CORNER GIRT CONNECTION WF25 CORNER GIRT CONNECTION WF25 SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA OPEN BY-PASS SIDEWALL GIRTS/INSET ENDWALL AA OPEN INSET SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA 1 OPEN INSET SIDEWALL GIRTS/INSET ENDWALL AA SNEtt PRECNTIIOIk - AIERNOW BIAOHNGS GOAIPAATr REfb1YdD5 WMT ALL MARKERS WEAR STEEL lOE SHOES SAFETY PREGYIDDM: AHEIUALL BIAlDRKS COMPANY RECOIYF]105 SAFEtt PIEGUIIOIk FETYAMERICAN ECUINOS SAFETY PRECN/lIOR MTAH AETDTMSN, GUARD. EYE MIOIECTION AND HARD HATS TWIT ALL W.MERS WEAR SIM TOE SHOES MM AETO'GRSAL tl. MRO. EYE Pfg1EC1IO4 CO~ RECOMMENDS TMT ALL WORKERS WEAR STEEL TOE MENDS TARN' RCML WORT( RS MAR TOE A D IARD HARTS MM NETOTMSN. GUARD. EYE PROMeteN Wr HARD MTS. WON MM-i AI .MRD. EYE PROTECTION STRUCTURAL BOLT (TYP U.N.) AND IHAflO ANIS 1/2"0X1 1/4' A325 ; CL-2 8' OR 9 1/2- GIRTS CL-2 STRUCTURAL-BOLT'"(TYP U.N.) _ --- 2) STRUCTURAL BOLTS - ;k�CL 2"0X1 1/$ A3254 OR 9 1/2- GIRTS -_..J (2) STRUCTURAL BOLTS W/ ONE H.T. WASHER PER BOLT H W/ONE' H.T._WASHER PER BOLT 1/2'0X1A3251 I 1/2-0X7 1/2'A325ENDWALL 1 Y GIRTS - GIRT ( STRUCTURAL BOLTS ' CRT ALL (2) STRUCTURAL BOLTS (TYP')721Y0X/u 2 STRUCTURAl.80LT5W/ 4/4'..A325 -1/rX11/2-A325 14" A325L�P)2) ONE_C4-48-.�. CORNER GIRT W/ ONE CL-48 ,..1r0X1 uo a o H 1/2-0X7 1/2- A325`., (OPEN) (OPEN) L-4 ..,_ - ii0 OSIDEWALL GIRT SIDEWALL GIRT CL-4 _0 CORNER GIRT s 0 Q ` O O (OPEN) 0 O �0 Q Q^ O i 'cO �a 0 0 O (OPEN)GA-1GA-1 GA-1 a o c a; o0 0 _ _ a -I GA-1 _ ______________________________ LB-Il.il�_____________ _ -------- __--------------------- (3 (lily--------- _--_ iF 1/8' H 1'-6' CL-4 IFS/e" FLUSH '3 t 5/g' i 1� - 82--PASS 2'-3 1 Y 1 5/fr IN 1'-7 I2" 9' 1 r BY-PASS 1'-7 1/Z* INSET CORNER GIRT CONNECTION WF26 OPEN FLUSH SIOEWALL GIRTS/FLUSH CORNER GIRT CONNECTION F26 CORNER GIRT CONNECTION WF34 CORNER GIRT CONNECTION F34 OR BY-PASS ENDWALL AA OPEN FLUSH SIDEWALL GIRTS/INSET ENDWALL AA BY-PASS SIDEWALL GIRTS/OPEN ENOWALL (FLUSH OR BY-PASS) AA BY-PASS SIDEWALL GIRTS/OPEN ENDWALL (INSET) AA MERHCMF'EBUUOIMC$ m S RECOMMENDS TMT ALL WORKERS WEAR STE0. TTE NIEIUT'N1F COH/PNlI RECOAWHENpS ERIC T!U CdPMY RECOINiIOS MKIII YE70TARSN, .MRD. EVE PROTECTION TION AND H ARD HATS. 1 IR TMT ALL WORKERS WEAR SIM TOE SHOES MIN YTOTNiSAL D UARM E,A� I HMET ANSA. ION 71M7 ALL WOMCERS WEAR STEEL TOE SHOES WON MMARSAL .MRD. EYE PROTECTION A Imm COM~ IECOWEMDS THAT ALL WORKERS WEAR STEEL TOE SN06 WIN METOTMSN. GUARD. EYE PR0IEQAON- (2 STRUCTURAL BOLTS g AM "AM Kim AND NMO N&M W/ TWO.H.T.-WASHERS PER BOLT 1/rOXt t/2- A325 OR 9 1 /Y GIRTS (2) STRUCTURAL BOLTS Ir OR 9 1/2- GIRTS _ IR 2). STRUCTURAL BOLTS W/ TWO H.T.. WASHERS PER BOLT 7/2'0X1 1/r A325 STRUCTURAL BOLT,(TYP'-U.NJ _.::: (2) STRUCTURAL BOLTS W/ TWO,�.,(i.T. WASHERS PER BOLT W TWO CL-4B 1/2-0X1 1/2- A325 %`'•O �.. 1/2-0X1.t/4 A325UC TU S 1/2-0X1 7/2- A325: STRUCTURALBTILT-(TYP U.N.)(OPEN) CL-4B___ 7 1 Y A325"4sa (CORNER 1/r0X1 1/4' A32511CL-4 -. -' ,_. (2) STRUCTURAL BOLTS W/ TWO CL-48`x,,,, (OPEN) CL-4 (2 -STRUCTURAL.. BOLTS (TYP.) SIDEWALL (OPEN) 1/rOXI-1/2- A325 112'0X1 1/$ A325 GIRT GIRT/ SIDEWALL GIRT CL-40 CORNER-GIRT 0 CORNER GIRT 0 0 Q- *CL-4 �^ - CORNER GIRT ' a0 0 0 0GA-1 ____ � a0 0 0 D a0--------- ---------- GA _---------- ---------- STRUCTURAL BOLT (TYP U.N.)FLUSI-� t'-61/2"0X1 1/4' A325 BY-PASS 2'-3 1 Y - GIRT EXTENSION ANGLE 1 5/g-F 8�SIDEWALL H 1'-6GIRT I SIDEWALL GIRT 1 5/B' 114rrr--- GEA-2 ION ANGLE BY-PASS 2'-3 1 Y INS 1'-7 1 Y GTA-2 INSET 1'-7 i r UTTE COUNTY CORNER GIRT CONNECTION WF35 b INSET SIDEWALL CORNER GIRT CONNECTION F35 CORNER GIRT CONNECTION f FLUSH SIDEWALL GIRTS/OPEN ENDWALL (FLUSH OR BY-PASS) lW WF36 '- ID % RAL S ) AA soft w"k .. GIRTS/OPEN ENDWALL(FLUSH OR BY-PASS) AA INSET SIDEWALL GIRTS/OPEN ENDWALL(INSET) AA SCALE: DATE , <:' NJ V " TYPICAL WALL FRAMING CONNECTION DETAILS SNOW ZUFAUTA AIABAMA DRAWN BY: THc 1 REVISED WF25AA, WF250AA, WF26AA, WF26QAA TBG J17-138 CHECKED BY: Bu WF35AA. WF350AA. WF36AA. WF36OAA DESIGN APP'D BY: DRAWING DWF-3.0 REV.NO. N0. REVISION MADE CK'D. DATE NO. REVISION `= MADE CK'D. DATE N0. REVISION ADE eleose No. 1 9 - 1 ISSUED: 12-1-97 NUMBER I I I . I IIII 1 Ft AUnOft OF RAFTER TOP HOLE IS USED WITH SAFETY R ERS 9gBE i1UqMp*51 I 9 1/2" AND 1t MEMBERS PURLIN PURLIN THE ALLPRt RERECTION vRO4" ONLYFOR PURLIN (2) STRUCTURAL_,BOLTS TOP HOLE IS USED WITH 'TOP" MARK STRUCTURAL BOLT ANTI -ROLL CUP PURLIN (2) S X C U 1/4'. A325"""_, T 1/2" AND 1 S MEMBERS 112"0 X 1,1/47-A326') CL -12 = Ir PURUNS (SEE. NOTE FOR LOCATIONS) ONLY CL -13 - 9 1/r PURUNS ANTI -ROLL CLIP STRUCTURAL BOLT PURLIN WEB REINFORCEMENT CUP CL -14 = 1r PURUNS 112"0 X7 1/4",A325 CL -15 y2" \ CL -12 = 8' PURLINS TOP 'I CL -13 = 9 7/2' PURLINS PURLIN WEB REINFORCEMENT .; CLIP CL -15 (2) STRUCTURAL -__� 1/2"0 X i. 1/4" A325 (SEE NOTE FOR LOCATIONS) 1 PLATE MUST BEAR ON RAFTER PLATE MUST BEAR ON RAFTER (2) STRUCTURAL --BOLTS im RAFTER 'TOP" MARK 'TOP" MARK TO TOP 1 2'0 X 1.1/4' A325 TO TOP RAFTER -----------N --- ----------- (2 STRUCTURAL BOLTS RAFTER RF54 y7TWO u.. u (2) STRUCTU.RAL_,BOLTS 112"0 X 1 1/4' A325`, (2) STRUCTURAL -80L (2) STRUCTURAL BOLTS_ ����� 1/2"m X 1 1/4 A325', .._.2"l 1/tm X 1 1/4 A325 ` t r0 X 1 1/4 A325 ' AA NOTE: WHEN ATTACHING CL -15 US(2 STRU7:IUI+AL BOLTS , NOTE: WHEN ATTACHING CL -15 USE TWO1)2"0 X 1 1/4" A325BOLTS. USE THE BOTTOM HOLE-PR A'ErnPRECUTtON:BOLTS. USE THE BOTTOM SAFETY ON ALL MEMBERS. USE THE MIDDLE RAFTER ON ALL MEMBERS. USE THE MIDDLE TOO USE SAFEST ADS ATM's vEiw msw� �vrRwEm Er[ "PFOTECnON WHENO pRLLg HOLE ON 8' MEMBERS. THE TOP HOE IS HOE ON !i' MEMBERS. THE TOP HOLE IS PRODVCINE ERECRON 7EpR�0UE5. OR ELECTRIC wEH °��iNdIATW OR ELECTNC SCREW GUNS FOR USE ON 9 1/r & 1r MEMBERS. FOR USE ON 9 1/2" & 2"t MEMBERS. scRErr PURLIN WEB REINFORCEMENT CLIP DETAIL RF_53 PURLIN WEB REINFORCEMENT CLIP DETAILRF54 ANTI—ROLL DETAIL UPHILLFR-F-5 0 ANTI—ROLL DETAIL DOWNHILL RF50A AA I AA RIGID FRAME RAFTER AA RIGID FRAME RAFTER I AA SIRRiERSO SNEIY PREGIUTKIN: WORKER PERSONAL PROTEC7CN EDLIWLENT rORKEF PERSONN. PROYECT1oN EOv/NiM SwULD ALWAYS MEET OSHA SI"MW. SNo�RD iN.wrs MEET Dsu stwdDDs PURLIN -------- ---------- ---- -------------- PURLIN PURLIN 0 O ANTI -ROLL CUP PURLIN ANTI -ROLL CUP CL -12 = Ir PURLINS CL -12 = 8' PURLINS CL -13 = 9 7/2" PURLINS CL -13 = 9 1/2" PURLINS i� CL -14 l2" PURLINS - -----'- ----------- ----- la -'Mr-- -74C RF52 ANTI -ROLL CLIP - RAFTERITt-�-- CLn120=LB'LPURLINS RAAB ® o --7�PPOI L.� AA CL -12 8' PURLINS __ -----_- - RUNS CL -13 = 9 1/2" PURUNS -_ - 0 CL -74 =l2" /PURLINS (FARSIDE) RAFTER -_--- CHANNEL SUPPORT CLIP CL -14 = l2" PURUNS ® CL -11 SUPPORT CLIP CL -11 CHANNEL SUPPORT CLIP 0 CL -11 COLD -FORMED RAFTER STRUCTURAL BOLTS (TYP.) T CLIP STRUCTURALBOLTS (TYPa,, 1/2"m X 1 1/$ A325 waacEaC�s�PET'r itRST, 1TRU TURAL 1/4" A325YP) CL -11 1/2"0 X 1 1/4' A325 STRUCTURAL BOLT (TYP.) g „._... COLD -FORMED RAFTER 1/2"0 X 1 1/4 A325 SAfEIY PIe:CWLLDIt PUT KORNER SKEIY 47RT. ANTI—ROLL DETAIL R_F51 ANTI—ROLL DETAIL UPHILLRF52 ANTI—ROLL DETAIL RF55 ANTI—ROLL DETAIL DOWNHILL FRF561 COLD -FORMED ENDWALL RAFTER AA COLD -FORMED ENDWALL RAFTER AA COLD -FORMED ENDWALL RAFTER AA COLD -FORMED ENDWALL RAFTER AA sePEtt PRECANg1t INSTALL ADDITIONAL ROOF FASTENERS ROOF PANEL PURLIN PURLIN WEB REINFORCEMENT CUP 2"k. OF RAFTER PURLIN TWORKERS HE PROPER. �- I AT ANTI -ROLL CUPS - CL -15 TDR ALL does. 4" INSTALL ADDITIONAL ROOF FASTENERS ANTI -ROLL CLIP ROOF PANEL ( AT ANTI -ROLL CLIPS CL -13 = 9 112 -INS PURLINS TOP HOE IS USED WITH TOP HOLE IS USED WITH -- ----'-----'----""---- "'---"'---- ---- PURLIN � 9 1/2" AND 2"r MEMBERS ROOF FASTENER 9 1/2" AND it MEMBERS CL -14 = 1t PURLINS ONLY. ONLY ROOF FASTENER 0 (2) STRUCTURAL BOLTS CL -15 WEB REINFORCEMENT CLIP 512x1 1/4 1/rm X , I/4". A325 PLATE MUST BEAR 1'-0 A.C. X12XI 0' 0 C4 ( ) TOP" MARK TO TOP RAFTER SEE NOTE FOR LOCATIONS TOP .�, (2) STRUCTURAL BOLTS _ _ (2) STRUCTURAL.. BOLTS ,�`. \ - 112"0 RX 1T I/4 BOLTS - 1/2"0 X I".'7/4" -A325' 1/2"0-X 1 1/4' A325' .(SEE NOTE FOR LOCATIONS) -- ._ (SEE NOTE FOR LOCATIONS) FRF -5671 RAFTER ANTI -ROLL CLIP AA PURLIN WEB CL -12 = 8' PURLINS REINFORCEMENT CUP CL -13 = 9 1/r PURLINS CL -15 CL -14 - t2" PURLINS (FAR SIDE) (2) STRUCTURAL BOLTS 10 CHANNEL SUPPORT CLIP \ PLATE MUST BEAR ON CL -11 7/2"0 X'"1 1/4: A325 '^ RAFTER "TOP" MARK ___ -----� -- --- ----------- TO TOP a ----- STRUCTURAL BOLTS-(TYP.) FR -F5-41 1/2"0 X 1 I/4 A325_ COLD -FORMED RAFTER RAFTER AA PURLIN NOTE: WHEN ATTACHING CL -15 USE TWO _ SAFETY L,LWT BOLTS. USE THE BOTTOM HOLE SAFETY L,L L TpN, fAG� WORE, 9gUlD BE iRNNED NOTE:WHEN ATTACHING CL -15 USE TWO NOTE: USE THE BOTTOM HOLE ON ALL MEMBERS. BOLTS. USE THE BOTTOM HOLE (2 STRUCTURAL -BOLTS*? y,�ELy L,L pN, ON ALL MEMBERS. USE THE MIDDLE EACH WORKER swan BE TPAINEDUSE THE Yo USE THE SAFEST Oro MOST ON ALL MEMBERS. USE THE MIDDLE 712"0 X 1:y 1/4'_A325 CwORNER SAFETY FIRST. HOLE ON 8" MEMBERS. THE TOP HOLE IS TO USE M ETHE RECTpNTETEp«�ip M THE TOP HOLE IS USE ONM9Mi/r & 12" MEMBERS. � � HOLE ON 8" MEMBERS. THE TOP HOLE IS FOR USE ON 9 1/2" & t2" MEMBERS. FOR USE ON 9 1/2" & 1r MEMBERS. RAFTER PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 ANTI ROLL DETAIL RF51 ANTI—ROLL CLIP DETAIL R 7 PURLIM DETAIL RF54A AA LONGSPAN PANEL BA COLD -FORMED ENDWALL RAFTER LONGSPAN PANEL BA PURLIN WEB REINFORCEMENT CLIP REQUIRED ._— �" f 2"r SCALE: M3-96 4 ADDED RF54AAA TAC THC 10-99 ANTI -ROLL CLIP DETAIL EUFAULA Au17�u1A 3 REV. RF:53AA, 54Ak 53BA. ADD. RF57AA, REN. RC819A CM THC 1-99 DRAWN BY: TON CHECKED BY: BW RD V fflft 2 REVISED DRAWING NUMBER CKJ THG 10-98 PURLINS EI FO 1 REVISED RF54M THG BW 2-98 DESIGN APP'D BY: CLIP DETAILS DRAWING REv.No. N0. REVISION MADE CK -D. DATE NO. REVISION MADE CK'D. DATE NO. REVISION MADE CK'D. DATE ISSUED: NUMBER DWR-1.0 4 Releose No. RD1699 -- - - _ FT FLANGE BACK GUTTER TGF_ - PANEL GUTTER CUPS ROOF FASTENER (TWEAVE -- GUTTER – GUTTER � LAP FLANGE BACK GUTTER :►�.� BG --15.3 D ALONG DASHED LINE TAPE MASTIC 3/4 TM G LONG ELBOW ELBOW FDE-2 FDE-2 GUTTER I�o� o, '�� TGTI ; , 4GU'rrER CUT ALONG SOLID LINE GUTTER EAVE rcn a STTRRUTwG DOWNSPOUT TURNOUT DOWNSPOUT (FIELD CUT) GUTTER BUNDRIVET GTI -15.2 (12 REO'D. PER LAP) 1/8 RIVET DOWNSPOUT CLIP FDC -2 (2) 1/4'0 BEADS OF GUTTER DOWNSPOUT (TYP.) �SIDEWALL GIRT FDS–LENGTH _ SEAL EACH LAP CUTTER SIDEWALL PANEL (TYP.) DOWNSPOUT GUTTER LAP DOWNSPOUT CLIP FDC -2 –_ DOWNSPOUT �� FDS–LENGTH BLIND RIVET (IYP.) BASE ANGLE 1/8 RIVET BLIND RIVET DOWNSPOUT ELBOW FINISHED FLOOR (12 R O' LAP) FDE-2 RIVET _ ELBOW FASTENERS AT GUTTER LAP AND ENDCAP IVET egg RIR FDE-2 VET DOWNSPOUT RETURN GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07 DOWNSPOUT OUTLET DETAIL GT01 DOWNSPOUT DETAIL GT02 DOWNSPOUT DETAILS GT08 AAI AA I AA I AA DOWNSPOUT CUP FDC -2 6'–Q' O.C. moa. DOWNSPOUT - FDS–LENGTH EAVE DOWNSPOUTS DOWNSPOUT CUPS (FDC -2) . FDS -14.4 & 1 PC. FDE-2 2 DOWNSPOUT . FDS -14.4 & 1 PC. FDE-2 2 . FDS -14.4 & 1 PC. FDE-2 3 BLIND RIVETS FDS–LENGTH (2 PER CUP ® WALL) . FDS -14.4 & 1 PC. FDE-2 3 - - t/8 RIVET 2 PC. FDS -14.4 & 1 PC. FOE -2 4 FlIC2 2 PC. fDS-14.4 & t PC. FOE -2 4 �r 2 PC. FDS -14.4 & PC.OE FDE-2 4I '�+� /!�. IqC. FDS -14.4 & 1 PC. FDE-2 5EE#O . 26– 2 PC. FDS -14.4 & 1 PC. FDE-2 5 a 1 - i SIDIiWALL PANEL 28' 2 PC. FDS -14.4 & 1 PC. FDE-2 6 iRr*f� ��}LDINIG DEPARTMENT 30' 2 PC. FDS -14.4 & 1 PC. FDE-2 6 32' 2 1/2 PC. FDS -14.4 & 1 PC. FOE -2 6 DOWNSPOUT FDS -LENGTH OR ELBOW FOE -2 34' 2 1/2 PC. FDS -14.4 & 1 PC. FDE-2 7 36' 2 1/2 PC. FDS -14.4 & 1 PC. FDE-2 7 BLIND RIVET (TYP.) P, " 0" V E 38' 3 PC. FDS -14.4 & 1 PC. FDE-2 8 6 REQUIRED. 1/8 RIVET /8 RIVET ) 40' 3 PC. FDS -14.4 & 1 PC. FOE -2 8 RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 SECTION THROUGH DOWNSPOUT GT03 DOWNSPOUT SCHEDULE GT06 AA I AA AA SEAL WALL PANEL SIDELAPS WITH 31,C WALL PANEL TAPE MASTIC DURING INSTALLATION. START SEAL WALL PANEL SIDELAPS WITH 31,C WALL PANEL TAPE MASTIC DURING INSTALLATION: START ROOF .FASTENER •• FOR ICE AND SNOW ROOF FASTENER SEE APPROPRIATE ROOF FASTENER •• FOR ICE AND SNOW ROOF FASTENER MASTIC AT CLOSURE AND CONTINUE UP MASTIC AT CLOSURE AND CONTINUE UP CONDlT10N5 ONLY SEE APPROPRUTE EAVE DETAIL EAVE DETAIL SEE APPROPRIATE CONDITIONS ONLY SEE APPROPRIATE EAVE DETAIL EAVE DETAIL EAVE BLANKET INSULATION SIDELAP 36. BLANKET INSULATION SIDELAP 36'. (BY OTHERS) FASTENER SEE APPROPRIATE BY OTHERS ( ) ROOF FASTENER SEE APPROPRIATE EAVE DETAIL NOTE: STRUCTURAL STRUCTURAL FASTENER SEE SPECIFIC EAVE DETAIL #12X1 1/4 SDHH NOTE: STRUCTURAL FASTENER STRUCTURAL FASTENER SEE SPECIFIC EAVE DETAIL INSIDE CLOSURE WITH EAVE DETAIL -.FASTENER------- INSIDE CLOSURE FOR MASTIC AND FASTENER 812XI 1/4 SDHH 1'-0' O.C. 1'-0' O.C. #12X1 1/4 SDHH #12X1 1/4 SDHH FOR MASTIC AND FASTENER 1'-0' O.C. 1'-Q' O.C. STRUCTURAL ---- APPLIED TO BOTH #12X1 1/4.SDHH —Y/IM' IJW TAPE-- MASTIC APPLIED • ICE AND SNOW - — --- -- SIDES. 1'-0' O.C. . ICE AND SNOW PVRUN TO BOTH SIDES PURUN ROOF PANEL ROOF PANEL THERMAL SPACER THERMAL SPACER GIRT •• ICE AND SNOW •• ICE AND SNOW ROOF PANEL ------t ROOF PANEL GIRT -- - --- U UN _ PURLIN---------- ------- i - ROOF PANEL --ROOF PANEL -------_---__--- -----------'-- if iCC Il t ------- -_ �I ROOF FASTENER - WALL FASTENERZ BLANKET INSULATION #12X1 1/4 1'-0' O C BLANKET INSULATION BLANKET INSULATION BLANKET INSULATION BY OTHERS) (BY OTHERS) BLANKET INSULATION BLANKET INSULATION #721 aC4 soHCW (BY OTHERS) OTHOTHERS) DOUBLE SIDED TAPE DOUBLE SIDED�7APE (BY OTHERS) DOUBLE SIDED TAPE DOUBLE SIDED TAPE (BY OTHERS) (BY OTHERS) DOUB ETMSIDED TAPE DOUBLE DDETAP)E (BY OTHERS) VALLEY GUTTER VALLEY VALLEY GUTTER FVMTGUTTER STRUCTURAL FASTENER EAVE STRUT #12X1 1/4 SDHH VALLEY GUTTEREAVE BY OTHERS) ( (BY OTHERS) • ICE AND SNOW •• ICE AND SNOW pURUN VALLEY GUTTER PURLIN FVM•-10.2 EAVE STRUT 1 1/4' 1'-0' O.C. EAVE STRUT 1 1/47 �•-10.2 1 1/4" STRUT 1 1 4 fVIT•-10.2 7 1 4 1 i/4' min.• 1'-0' min SAVE STRUT min •• 1'-0' -in.- �� STRUT • FOR ICE AND .min. SNOW CONDITIONS (On PMEL 74m) ONLY .FOR ICE AND min SNOW CONDITIONS (OR pµa TVAM) ONLY I fI I 2'-0'•• 2'–Cr.. L I 2'-O'•• I I 2'-O-•. 2,-0. • 2.-O. o ,� 'T VALLEY GUTTER DETAIL • OR P�wEI TNiCKNE55 -0 . ORP� TM�� 1 EA08 VALLEY GUTTER DETAIL IEA08C VALLEY GUTTER DETAIL EA 9-1 VALLEY GUTTER DETAIL EA09C AA I WITH THERMAL SPACERS AA - AA WITH THERMAL SPACERS AA NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS [*] FOR CONSTRUCTION DRAWN BY: THC 12-1-87 GUTTER [ ] FOR APPROVAL CHK'D BY: BLJ [) FOR PERMIT ONLY (J FOR PRELIMINARY DSGN APP BY: EUFAULA ALABAMA AND DOWNSPOUT DETAILS AMERICAN BUILDINGS COMPANY DRAWING. I REV— NUMBER' GTD-1 .0 3 3 REVISED GT07AA, GT02AA YML THG 11-6-01 . 2 OMITTED GT05AA TAC THG 8-17-01 1 - REVISED GT02AA TAC THG 6-00 - RELEASE NO. TIR.08.2001 CAD BY: N USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE, SQUARE SQUARE SAFELY PRECAU Olc BLE WOWORKERSDA SHOULD "AYS WEAR CABLE CLOVES WHEN HANDLING PANDUL RIGID FRAME , SASAFAY m PRECAUTION OF ALL LOAN WNG MOVED m ANY TYPE OF LONG SPAN PANELS MING MOUE IPF? Twos AND FEET V I V y CLEAR OF MOVNG LOOM TARP OR PLASTIC COVER USE SPACERS BETWEEN BUNDLES THE FIRST y y THE PRIMARY FRAMING IPL MB AND SUCCESSFUL QUARE INSTALLATION FOR BEST RESULTS. ITISRECOMMEN EDD F OR WALLS IS TO THAT AAVE THE TRANSIT LBLOCK ABOVE GROUND BE USED WHEN ERECTING THE STRUCTURAL STEEL TIE DOWN PANEL STORAGE LONG SPAN RC51 BUILDING ALIGNMENT GE01 BB AA AMERICAN ROOF AND WALL PANELS AMERICAN'S ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDLING. RATION OR STAIN WHEN WATERS TRAPPED BETWEEN THETO 50ME EIR CLOSELY DEGREE FITED SURFACES. MIERICANNEXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS KEPT DRY. HOWEVER, DUE TO CLIMATIC CONDITIONS WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN DEPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE IS OFTEN CALLED WET STORAGE STAIN. WHEN HANDLING OR UNCRATING THE PANELS, UFT, RATHER THAN SUDS. THEM APART. BURRING EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. ROUGH AND IMPROPER HANDLING OF PANELS S INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. PANELS FOR PRROTECCTTION SLIPPERY. WWIL OR WAX EATHER DAMAGE WILL MAKE THEM A VERY ROOF PPEANDRY WANG SURFACE WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE DEW. FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES RC95 AA `DETAIL A' DETAIL 'B'--1 LONG SPAN PANET OVERLAPPING RIB OUTSIDE (THIS RIB OVERLAPS PRECEEDING PANEL) BEARING LEG BEARING LEG (BEARING LEG GIVES SUPPORT TO SIDELAP) DETAIL A' DETAIL'B' REVISIONS DATE ROOF PANEL BUNDLE SPREADER BAR (LOCATE OVER RIGID FRAME) sAFETr PREGUION _ - - - STAY WELL N THIP CEM OF LOADS — — — — EE]NG MOVED BY ANY TYPE UFTINc — — — — — — _ DEVICE BE SURE 10 xEEP Hwos AND FEET OFM OF MOVING ROAD{ DETAIL A' RIGID FRAME PURLINS BLOCKING PACKAGE FROM RE VENT OOVLIER UNDER WEIGHT OF PANEL PACKAGE.) PURLIN DETAIL A' RAFTER TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO PREVENT THE PURLINS FROM ROLLING OVER. DO NOT SLIDE BUNDLED PANELS ALONG ROOF FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY SUPPORTED. PANELS LESS THAN 20' IN LENGTH CAN NORMALLY BE LIFTED WITH A FORKLIFT; HOWEVER WHEN LIFTING PANELS IN EXCESS OF 20' IT S RECOMMENDED THAT A SPREADER BAR AND SUNGS BE USED. AS A RULE WHEN LIFTING. NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL SHOULD BE LEFT UNSUPPORTED. REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION PROCEDURE PANEL STORAGE ON ROOFFR-C--541 AA SAFETY Poemmi ION: SAFETY PRECAUTION DD NOT STEP ON RIB DF DO MOT STEP ON PANES PNET. ALWAYS STEP of sem m WITH MT SURFACE LONG SPAN PANFI PANtDEMIFl ATIO.' ewK fr TA,RE72 EXAMPLE L3P4 - �O.Q 30'-0' IN LENGTH 24 GAGE (22. 24, 26, do 29 GAGE AVAILABLE) lll� LONG SPAN ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE INSTALLATION OF PANELS CAN PROCEED FROM EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB S LAPPED OVER THE BEARING RIB. PANEL MARKING AND SIDELAP DETAILS RC63 LONG SPAN BB DATE WOOD RIGID FRAME swm PRECAUTION ALLOW BLOCKING TO BE A FALLING {WARD TO THOSE BENEATH IL THE ROOF. MOORS SHOULD YEAR OSHA APPROVED WAD HATS STRAIGHT PURLINS ARE A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT OF PLANE AND DEFLECT HORIZONTALLY. THIS MUST BE CORRECTED BY FORCING THE PURLINS INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD TO ACCOMPLISH THIS. BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF THE BUILDING. AT LEAST ONE ROW IN THE CENTER OF THE SAY SHOULD ALWAYS BE USED. USE ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURLINS. ALLOWING THE PURLIN TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURLINS AND HAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY OF THESE ROLLED PURLINS LEADING TO POTENTIAL PURLIN FAILURE UNDER MAXIMUM DESIGN LOADS. DATE Iffun SPA to ly—CLam NOU 2' NOTCH TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED THE BUILDING TO DETERMINE THE PURLIN SIZE AND SPACINGS. PURLIN BLOCKING GE02 AA ROOF FASTENERS SPECIAL CONDITION FASTENERS D i6 acKsamm 12 X 1 1/4 /12 X 1 1/4 1( �/ SELF D WALUNGSHER HEX HEAD X12 1/SESF DPol1RIG IE7 WASHER LEAD SEF DIMLNG CARBON STEEL HDL HEAD _I//ILL FAM NO WITH XI 1/4 FASTENER WITH WASHER FASTENER WRHWf WASHER ANO( NO. /12x1 1/4 SOAF T wMARK NO. }12x1 1/4 SONAR WAN NIL 112X1 1/4 SOW APPLICAWN APPP1uATION EAVE NO PURLIN AND DE -FORMED EAVE AND PURIM NO DIEiOIED GABLE MOLE ATTACNETU TO PUNLNS RIDGE CDNNDMONS AND DPOSED SHEET RIDGE CONNECTIONS AND EXPOSED SLEET LCE ! SNOW SAVE FTSE. ATIAONENE. 1 TD STRUCTURAL CONELTUHR, TO SMUCRIRM. CONNECTIONS. ALUMINUM -ZINC ALLOY -CARTED ROOFS AM NOMNU4-ZINC ALLOY-4=7ED ROOFS OILY. AmmlEm ALL PRE -MSFT RODS 112 x 1 1/4 lIX4 DESCRIPTIONSELF CARBON DFS M WITHOUTWWASH� HEX FMEAD 014 wrm114 57fIG1 WM NO, /12x1 1/4 SOHNE4 FASTEPREMMW sw DRLUNG HIDO HEM STNONO STL.F DRILLING HIEM WASTER HEAD ipy MWX NO W#1 WASHER FASTENER WITH WASHER 6 2 CA TdPF�� APPLrAMOM N0.a114xT� SERF No. /14xN/S sDHNw ATO AND ND NGLE ATTACHMENT �ES mt/m4) tJOISM HOLE ) K izo PlDT 1 a/ Y� LLLPANEL SDELM CONNECTIONS. FLASHING PANEL SIDELM CONNECTIONS, FLASHING x/12 x 1 1/2 7E6 PANELCONNO=NS AND OTHER IDWOSED TO PNET CONNECTIONS AND OBER EXPOSED SELF DRILLING CARBON STEEL HEX HFAO SHEET 70 SHEET CDwwnotm SHEET TO SHEET CONNECTIONS. FASTENER WTDOUf WASHER eN -MATED ROOFS AM ALUMINUM -ZINC ALLUf-RATED ROOFS ONLY. MARK NO. 112X1 1/2 -CHINAS N. APBSAlOH MISCELLANEOUS FASTENERS (STEEL THK2MMES GREATER TWW 1/4' AND UP TO AND NQWNG 1/27 DESCMETION peWWDCW GABLE NOTE ATTAOwER TD Mot JOISTS. BND RIVET J/WS DwcTER RWEr WITH WAS EREL DEameignaM MARK NO. 1/B RIVET Lurac NO. SRV-1APRArAIM 1 2 x i 1/2 ixPRNG CIABON STEil HEX HEAD APPLICAlm NIC LMS AND F1A91NG SPANsTOri1GHR ro SKYLIGHT SIDELAP FYMK NoASTENER MTN :Gr SMry/ TO PANEL CONNECTIONS CDMNOCIION. APPirlTIOB (SPEDML NOSEPIECE REQUIRED) PANELS TO WOOD SIRUCRIRE (1/4' HEX HEAD SOCKU RMUMM) NOTE: ALL HEX HEAD SIZES SWILL REWIRE A 5/16' HEX SOCKET UNLESS NOTED. BASIC PARTS AND PIECES RC61 LONG SPAN ROOF BA ERECTION NOTES- 1. ALL AREAS WHERE MASTIC IS TO BE APPUM SHOULD BE WIPED CLEAN WITH A MIL) DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE. AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (NOT BY ABC) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. BUTT BUILDING D1 ;TION NOTES APnD LONG SPAN I ( 2 1 REVISED RC61 BA & RC63B8 MCS THG 5-01 @k] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY { ] FOR PRELIMINARY SCALE: NONE DATE DRAWN BY: TDN 12-1-97 CHK'D BY: BW DSGN APP BY: SAFETY NODS: AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE LOCAL, STATE AND FEDERLL. SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF DRECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS. LOCATIONS OF FIRST AID STATIONS AND EMSIGE CY PROCEDURES SHOULD BE KNOWN TO ALL EMPl0YEE5. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HA RUBBER SOLE SHOES .FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERWL AND SADEIY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTMUWIED AND ADMINSEERM WITH SOUND JUDGEMENT CONSISTENT WITH GOOD SAFETY PRACTICES. ALL SAFETY PRECAUTIONS, OSHA SAFETY REOUIREMENTS. OR ANY OTHER APPROPRIATE SAFELY REQUIREMENTS, CUSTOMARY. OR STATUTORY, MUST BE ADHERED 70, TO INSURE MAXIMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SUPPING OR FALLING. MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL LD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE ��FWHHEEN USING TOOLS AAND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA tIFTI w "M -CESSARYOVER SICTUGSTEPRHr. USE WALK SURFACEWALK ONEBOARDS THAT ARE PROPERLY SUPPORTED EUFAITLA LONG SPAN III ROOF PANEL GENERAL ERECTION AMERICAN ALABAMA BUILDINGS COMPANY M co n REV.NO. NOTE - FOLD INSULATION BACK, IT NOTE: FOLD INSULATION BACK. R DO MW ON PANELS IRRR MUST NOT BE EXPOSED TO ROOF MAIN FASTENER(S) THE WEATHER. /12 X 1 1/4 LONG SPAN PANEL MUST NOT BE EXPOSED To FULLY �TNNI FASIENM ROOF WIN FASTENER(S) LONG SPAN PANEL THE WEATHER. -#12 X 1 1/4 SAFETY � RR1OOF WJN F4A51ENER(S) LONG SPAN PANEL THE SHOULD E 1NVRD N (SEE FASTENER LAYOUT __ raelFRs eE Tiwm N � PRD�',q�emu PnOliD1116 DETAIL EA26/BA) r-- ----- --� 1A W Fat ALL QOM � TAPE MASTICALL ROOF TRIM FASTENER(S) (TOP k INSIDE CLOSURE 1/2 TM NiSIOE CLOSURE �APE�W1SiIC /14 X 1 - STANDING SEAM _------ �urr gOSURE A VE SUPPORT FLASHING BUND RIVET A�OLUI F SUPPORT FLASHING crop & BOTTOM /'INSIDE CLOSURE /14 X 7/8 - LONG SPAN & LOC SEAM L EAVE FLASHINGE-1 � � PER STRCF-3) OF CLOSURE AOU 1 -0. O.C. SAVE SUPPORT FLASHING 1 EVES CLOSURE FLASHING EAVE CLOSURE FLASHING FSE -1 WALL MAIN FASTENER(S) TFEC_ VE V-0, O.C. SDHCW SAVE STRUT WALL TRIM FASTENER(S) 1 - ISULATKIN - EAVE STRUT FLASHINGDELUXE j ISUATION /,4 X 7/8 SOHCW (BY OTFRS) WALL RAIN FASTENER(S) PED -_ OTHERS) 1'-4' O.C. STRUCTURAL FASTENER(S) %12 X 1 1/4 SDHCW STRUCTURAL F S WALL TRIM FASTENER(S)' STRUCTURAL F /12X1 1/4 SOHN ,'-O' O.C. FASTENER(S) (S% 11-0' O.C. 11- X D.C. 1/4 50HH 1#14*_ X 7/8 SDFUCW I#12'- X 1 1/4 SDHH WALL WIN FASTENERS) ` 1'-0' O.0 1 J 1•-0' O.C. 1'-0. O.C. /12 X 1 SDYC W/NuiBU( 1 1'-4. O.C.� CAP FLASHING BLIND 3 118 RIIRWIVEUT VET 1 5/16• FLASHING WALL PANEL OUTSIDE CLOSURE EAVE S1Rl1f 2 -0 O.0 FSJI-LENGTH WALL f7 IMSOF �(S) (�p� WALL PANEL 1fl4X O.C. NOTE NORVONTAL LEC OF I THE WSW A/DAND E B# K awnE NItEN TECIt1E'D) b NSTN),ID NOTE : m0R=NTAL LEG OF BElltml ittE MASTIC AIDAID FLANGE BA K GUTTER E FLA4#IG m) b NSTNIID. MOTE IDRQONfK LEG OF FIANCE BACK CUTTER IS NSFN M - BElREO1 7K MASTIC AND EAVE CLOSURE FIASIMD. SECTION AT EAVE WITH SHEETED SIDEWALL EA04 I SECTION AT EAVE WITH SHEETED SIDEWALL EA04 SECTION AT EAVE EA04 DELUXE EAVE FLASHING INSTALLATION EA03 LONG SPAN ROOF / ARCHITECTURAL OR LONG SPAN WAtls BB LONG SPAN ROOF / SHADOW PANEL WALLS BD LONG SPAN ROOF / OPEN SIDEwALL BF GUTTER CGS- CUP W C�ASENER) (8) 1 PER GUTTER CLIP CGS STRAP � ASIEICLHARMT �( (8) 1 PER GUTTER CLIP ROOF TRIM FASTEN s MI 3•-0' O.C. ROOF TRIM FASTENER(S) /14 X 7� ) I PER_ � 1'-0. O. ROOF FASTENElt(S) U) (P CE UNDER CLIP) (PUL GEUNDER CLP) .L4 X07 o. SEE BELOW r-- - ---7 33`4TM LENGTH - ----r 3314TM TAPE MASTIC (CONTINUOUS) LENGTH 1 2 µ BOTTOM CLOSUOUTSIDE RE) LO CLOSURE TAPE MASTIC (CONTINUOUS) ---- r-- OUTSIDE CLOSURE 1/2 TM LORI LONG SPAN PANEL HIGHSIDE FLASHING (TOP AND BOTTOM OF CLOSURE) THL_- 15.2 LONG SPAN PANEL ROOF PANEL GItflER 1- ROOF PANEL r TMHIdSIDESFLASHING ROOF Pq FASTENER(S) TGT1 1 () PER VE SUPPORT TRIM VE SUPPORT TRIM %12 X 1 1/4 GUTTER CLP I ALIGN WITH FACE OF WALL PANEL. ALIGN WITH FACE OF WALL PANEL CAP FLASHING GC -A I SHCF-4 3'-0' O.C. FLANGE I TGF_BACK GUTTER Rt MMI FASTENERS) WALL TRIM FASTENER(S) ( /14 % 7/8 SDHCW EAVE CLOSURE FL2 PER PANEL AT ASFLIIG - I 1 1 V12 XX 1P1//44 (EACH SIDE OF RIB) I WALL TRIM FASTENERS) WALL PANEL � .W... e...�, WALL TRIM FASTENERS) V -0X OC. SDHCW /14 X 7/8 S[N1GMt ...... ...... ROOF PANEL ROOF FASTENER (A) ROOF FASTENER (B) LONG SPAN LSP 14 X 7 8' 12 X 1 1 4• LOC SEAM LOC 14 X 1• 14 X t' STANdNG SEAN (S2P, S3P) 14 X 1• /14 X 1' ROOF PANEL ROOF MAIN FASTENER (B) LONG SPAN LSP 12X1 1 4• LOC SEAM LOC 14X1• STANDING SEAM 52P, 53P) X011/4 SDHCW WALL PANEL-�� WALL AWN FASTENERS) Ltj OUtSIDE CLOSURE HIGHSIDE EAVE STRUT 12`X 1 SDYC W/NUTBUK WALL PANEL. HIGHSIDE SAVE STRUT -4 O.0 STANDARD GUTTER DETAIL WITH GUTTER CLIP ATTACHMENT EA01 FLANGE BACK GUTTER DETAIL WITH GUTTER STRAP ATTACHMENT AA EA02 HIGHSIDE EAVE FLASHING ATTACHMENT EApS HIGHSIDE EAVE FLASHING ATTACHMENT EA05 AA LONG SPAN ROOF / ARCHITECTURAL OR LONG SPAN WALLS BB LONG SPAN ROOF /SHADOW PANEL WALLS BD ulaTTE Cuaw id BUILDING DEPARRAENT oft ft W%A F r n 0 VED NO. REVISIONS MADE CK D DATE ENM DATE NO. REVISIONS 5 REVISED EAO,AA MADE CKro LATE ENGR DATE DRAWINGG SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA EA02AA MCS THG t2-21-01 4 REVISED EM4BB. EAO48D. EA04BF, EAOIAA EAD2AA YML G THG 1i-6-01 t*) � CONSTRUCTION DRAWN BY: TDN 12-1-97 LONG SPAN III ROOF PANEL 3 REVISED EA048B. EA048D. EAo4BF. EAO59B. & EA058D AML THG TH 5-0, t) FOR APPROVAL Cw'O BY: 5 POUT GENERAL ERECTION Al[ERICAN BUII.DINGS COMPANY 2 GENERAL REVISIONS YUL 001 FOR PRELIMINARY DSGN APP BY: DRAWING. REILND. .0000 6� 11 __- - - - _ -- - rx T -_ 1►Nr -_-_-. nR „_ - -NF1 iA4F Nn..-TrHnRNXN CAO 9Y: NUMBER' LSR-2.D 5 � �� � T �-- � _- ROOF PANEL ROOF MAIN FASTENER (B) LONG SPAN LSP 12X1 1 4• LOC SEAM LOC 14X1• STANDING SEAM 52P, 53P) /14%1' E 1 7T SAFETY PRECAUTION: NOTE: 1 1/7 INSIDE CLOSURE USEEOOSM APPROVED T[ OFFS, NErFING TAPE MASTIC (CONTINUOUS AT PANEL SIDELAPS) -THE LONG SPAN ROOF PANELS HAVE BEEN DESIGNED SO THAT BOTH SIDES OF A GABLED BUILDING WORKERS SHOULD BE TRMNED IN INSULATION TAPE MASTIC TIE PROPER ERECTION PROCEDURES (BY OTHERS) INSULATION IS TO BE FOLDED (CONTINUOUS TOP & OR MEMO MEN WOMM ON BOW AREAS 1/2 TM ROOF FASTENER CAN BE SHEETED SIMULTANEOUSLY. IF .THE ROOF OF THE BUILDING IS SYMMETRICAL ABOUT THE HOWEVER, IF THE BUILDING IS NOT FOR ALL JOBS. BACK AT THE EAVE-00 NOT UNDERNEATH CLOSURE) INSULATION `• RIDGE, THE SHEETING CAN BEGIN AT EITHER ENDWALL. ALLOW INSULATION TO BE 1/2 TM (BY OTHERS) PANEL MAJOR RIB SYMMETRICAL ABOUT THE RIDGE OR IF THE BUILDING IS SINGLE SLOPED FROM THE EAVE TO EAVE, THE SHEETING MUST BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS. EXPOSED TO THE WEATHER. TAPE MASTICEAVE SUPPORT FLASHING II (BEARING RIB) INSULATION CONTINUOUS ALONG CLOSURE)SIDEWALL (BYOTHERS) LONG SP ANOF .. EAVE CLOSURE FLASHING PANEL EAVE PANELS INSIDE CLOSURE i i _ WALL \ PANEL MASTIC I TCONT SHEETING DIRECTION INTERMEDIATE PANELS NUUOUS UNDERNEATH WALL TRIM FASTENER(S) CLOSURE) STRUCTURAL FASTENER(S) _� MASTIC EXTENSION RIDGE PANELS`'._,. i EAVE SUPPORT - EAVE SUPPORT "- rt OF RIDGE q FLASHING FLASHING EAVE CLOSURE FLASHING INSIDE CLOSURE ENDWALL WALL PANEL WALL MAIN FASTENER(S) RIDGE PANELS EAVE STRUT EAVE CLOSURE FLASHING INTERMEDIATE PANELS WALL PANEL ARCH. WALL PANEL OUTSIDE CLOSURE_.t`. r'� TAPE MASTIC (CONTINOUS TOP SHOWN, OTHERS EAVE STRUT AND UNDERNEATH INSIDE EAVE PANELS SIMILAR TNWA PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, HE SIDEWALL AND ENDWALL SHEETING CLOSURE) _ WALL FASTENER SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. START A LINE OF 1/2 TM 1/Y X 1/8" TAPE MASTIC DOWN THE EAVES AND ALONG TOP OF CLOSURE AS SHOWN ABOVE. MASTIC LOCATION AT THE EAVE IS CRITICAL. TO INSURE A LEAVE THE PAPER BACKING ON THE TAPE ALONG THE TOP OF THE CLOSURE UNTIL THE ROOF WEATHER TIGHT SEAL, THE SIDELAP MASTIC MUST EXTEND SIDEWALL SAVE STRUT PANEL IS READY TO BE SECURED. OUTSIDE CLOSURE DOWN FROM THE TOP OF THE RIB TO THE MASTIC ON THE EAVE CLOSURE. THE MASTIC EXTENSION MUST SPLICE INTO THE EAVE MASTIC. DIRECTION OF ROOF PANEL ERECTION R OUTSIDE CLOSURE MASTIC AND INSULATION APPLICATION AT EAVE EA28 LONG SPAN ROOFS BA EAVE MASTIC DETAIL AT PANEL SIDELAP EA29 LONG SPAN ROOFS BA BA LONG SPAN ROOFS BA ROOF MAIN FASTENER(S) (TYP)2 /i NOTE: REVIEW EAVE TRIM DETAILS ROOF STITCH FASTENER(S) ROOF MAIN FASTENER(S) ROOF PANEL �j14 X 7/8 /) 2X1 1/4 LONG SPAN PANEL 12X1 1/4 IF FLANGE BACK GUTTER IS TO BE 1'-6" D.C.* 1'–O" O.C. SEE DETAIL "A MASTIC 1-0" O.C. LONG SPAN PANEL ROOF MAIN FASTENER(S) (TYP.) USED AS THIS OPTION CHANGES THE 1/2" TM #12X1 1/4 I/r LOCATION OF THE MASTIC. MAJOR RIB ROOF MAIN FASTENER(S) (TYP.) INSULATION OF RIB 4117 6) PER PANEL BEARING (BY OTHERS) 7 12X1 1/4 RIB 1SAFETY PREwnON /F OVERLAPPING ________________ RIB DO NOT STEP ON PANEL NEAR I41/r THENEFA�sTEUN TIL FULLY SECURED TYPICAL FASTENER LAYOUT AT INTERMEDIATE PURLINS ' 1/Z MASTIC *LOCATE 0'-6" O.C. FOR FIRST 21/4 1/2 TM 5'-0" FROM EAVE FOR ICE AND SNOW CONDITIONS. LONG SPAN PANEL DETAIL "A" 01, PURLIN GABLE ANGLE (TYP. AT SIDELAPS) ENDWALL RAFTER ROOF MAIN FASTENER (TYP.) lll PER PANEL TAPE MASTIC ROOF MAIN FASTENERS ROOF PANEL THE FIRST RUN OF PANELS IS NOW READY TO BE INSTALLED. BEGIN WITH THE EAVE PANEL. INSTALL (6) N12 X 1 1/4 EACH SIDE OF MAJOpR IB) SEE DETAIL "A" 112X1 PURLIN THE FIRST EAVE PANEL WITH THE CENTER LINE OF THE OVERLAPPING RIB EVEN WITH THE END OF THE PURLINS. UNLESS NOTED DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER 1/4 MAJOR RIB END 3" PAST THE BACK of THE FAVF STRUT (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT EAVE CLOSURE FLASHING WILL HELP KEEP THE LINE STRAIGHT). LIFT THE LOWER END OF THE PANEL ENOUGH TO REMOVE THE EAVE SUPPORT EAVE TRIM PAPER BACKING FROM APPROXIMATELY 3 FEET OF THE MASTIC ALONG THE TOP OF THE INSIDE FLASHING - CLOSURE AT THE EAVE. PUSH DOWNWARD ON THE PANEL AT THE MASTIC LOCATION TO INSURE THE NOTE: INSIDE CLOSURES MASTIC, CLOSURE AND PANEL ADHERE TO EACH OTHER AND FASTEN THE PANEL WITH ROOF OMITTED FOR CLARITY. TYPICAL FASTENER LAYOUT AT EAVE ENDLAPS AND RIDGE GABLE ANGLE FASTENERS AS SHOWN. EAVE STRUT NOTE: FIRST PANEL INSTALLATION FIRST FASTENER INSTALLATION AT EAVE STRUT I EA26 FASTENER LAYOUT R LONG SPAN ROOF BA LONG SPAN ROOF LBA _RC11 INSIDE CLOSURE LOAI LONGSPAN ROOFS I BA NOT SHOWN FOR EAVE STRUT CLARITY. 36" 2%72%7 7%2 4%p 71 4 7761 2714 2% SEE DETAIL "A' (BELOW) FASTENER LAYOUT AT EAVE, ENDLAPS, DIE FORMED RIDGE AND INTERMEDIATE PURLINS ROOF STITCH FASTENER(S) #14 X 7/8 (1'-6" O.C. ® PANEL SIDELAPS U.N.) MASTIC 1/2 TM LONG SPAN PANEL ROOF MAIN FASTENER(S) - ROOF MAIN FASTENER(S) #12X1 1/4 ik 12X1 1/4 E " PURLIN, EAVE DEPART ult'I' a STRUT, ETC. I I A p E DETAIL "A" UL 90 REQUIREMENTS RC01L LONG SPAN ROOF BA NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STAT SCALE: NONE DATE LONG SPAN III ROOF PANEL GENERAL ERECTION EUFAULA _ ALABAMA AMERICAN BUILDINGS COMPANY [*] FOR CONSTRUCTION [ ] FOR APPROVAL [ ]FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: TAC 3-1-01 CHK'D BY: DSGN APP BY: DRAWING. NUMBER' LSR-2.1 REV.NO. 1 1 REVISED EA286A, RC11BA, EA26BA, RC058A & RC0ILBA MCS THG 5–Ot RELEASE NO. TIR.03.2001 CAD BY: 1 7T 4• ROOF MAIN FASTENER(S) 1' /12X1 1/4 t I ROOF SATTITPANFELA SDELA S) \ _ 14 X 7/8 ROOF MAIN FASTENER(S) ROOF STITCH FASTENER(S) �(TYP. AT PANEL SIDELAIiS; 1'-6' O.C. 1 UPPER PANEL *} I ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN I WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. LONG SPAN PANEL II I LONG SPAN PANEL I I WHEN ENDLAPS ARE REQUIRED INSTALL A CONTINUOUS RUN OF MASTIC ALONG THE LENGTH TAPE MASTIC 1/2 TM ROOF MAIN FASTENER() S /12X1 1/4 OF THE ROOF WHERE THE PANEL ENDLAPS OCCUR AND ALSO ALONG THE LENGTH OF THE PANELS WHERE ALL SIDELAPS OCCUR AS SHOWN IN THE DETAIL AT LEFT. SECURE THE I 1/4 ROOF FASTENERS AND THE PANEL SIDELAPS WITH #14 STITCH II 1Ap/2 MASTIC (CONT.) IERS. EDLFAPFS�WITH �12X1 I I it ROOF MAIN FASTENER(S) �TPURUN,, AP2E C (CONT.) � / LOWER PANEL TAPE MASTIC (CONT. ALONG I I I II PANELS AT ALL SIDELAPS) 1/2 TM �ON oo�NOT Poe ofRArLONG SPAN PANEL � �*Mp1RP�runlarApPURUN LONG SPAN PANEL Nar slEr aM Pw. uNa 1C (CONT.) Y SECURED YANI FASTFlEAS TIM 1/2 ROOF PANEL ENDLAP RC06 FAVE PANEL LAP DETAIL RC07 TAPE MASTIC (CONT. ALONG LONG SPAN ROOF MASTIC DETAIL AT PANEL ENDLAPS AND SIDELAPS FR—CO-8-1 LONG SPAN BA LONG SPAN ROOF BA PANELS AT ALL SIDELAPS) ) BA �2 1/22 TM SAFEtt PREMMON: • - USE 0" APPRa+iD lE OFFri. NE71Na �.�D OR wam E/EN EORI4c aA ROOF IFFAS - . • ROOF MAI FASTENERS) #12X1 1%4 SDRF {� rC RIDGE 1 FASTENER(S) NER(S) LONG SPAN PANEL INSDRF ► L3DFORMED FR_ RIDGE TAPE MASTIC crop & BOTTOM DIE FORMED RIDGE I ROOF STITCH FASTENERS) I ) DIE FORMED RIDGE INSTALLATION TAPE MASTIC ( OF CLOSURE) AT RIB OF I 1/2 TM �D�— #14 X 7/8 F I � DIE FORMED RIDGE PANELS ARE TO BE INSTALLED AS EACH SIDE OF THE ROOF IS SHEETED. SIDE(CONTINUOUS AND ACROSS ��� I ( ( I THIS WILL AID IN KEEPING BOTH SIDES OF THE ROOF ALIGNED. AFTER HAVING INSTALLED A PANEL TO BE �`\ RUN OF PANELS ON EACH SIDE OF THE ROOF, APPLY MASTIC TO THE PANELS AS SHOWN BBAACCEL4PPm "`` ` �� �`� I AT LEFT. SET DIE FORMED RIDGE PANEL IN PLACE AND INSTALL LAP AND PURLIN FASTENERS. TAPE MASTIC APPLY MASTIC ALONG THE TOP OF THE LEADING RIB TO PREPARE FOR THE NEXT SIDELAP. 1/2 TM - 4LONG SPANEL I i 1/2 TM INSIDE CLOSURE 5•TAPE MASTIC FLASHING 1/2 SAFLTTf WXX N USAVE I SM " MM Do Mar wax oN usFCI�Fn I PRODUCINE EFUMN TECHNO PANELS. LONG SPAN I PANEL BACKLAPPING THE PANELS IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE BUILDING LENGTH. THIS IS DONE WITH THE LAST ROOF PANEL INSTALLED. THE PANEL MAY BE BACKUWPED 1' OR 2' AS REQUIRED TO COMPLETE PANEL COVERAGE WHEN WXLAPPING PANELS, WSW MUST BE APPLIED BETWEEN THE TWO PANELS AT THE EAVE AND AT PANEL ENDUIPS AS SHOWN ABOVE RIDGE PURLIN PANEL BACKLAPPING RC75 RIDGE DETAIL RC31 MASTIC 1/2 TM SEE BUILDING ERECTION DRAWINGS FOR DIMENSION DIE FORMED RIDGE INSTALLATION RC30 LANG SPAN ROOF W/DIE FORMED RIDGE BA LONG SPAN ROOFS BA LONG SPAN ROOF W DIE FORMED RIDGE / BA RIDGE PIECE 'B' TAPE MASTIC i 3/4 TM FLEXIBLE FLASHING 1' FF12-2.6 1'-0' 1'-0' 1'-0' RIDGE FLASHING I T I I UPPER RIDGE FLASHING I ROOF TRIM FASTENER(S) 014X7/8p K114XT7 8FASTENER(S) �� R00 81M FASTENER(S) � / 1 -0' O.C. ; I ; i I I LOWER RIDGE FLASHING I '� .• • TAPEFCONMASTIC cus UNDER • i a `. 3FL/DOBL FLASHING I- RRI[XiE FLASHING OR TAPE MASTIC i X09 O SSP & LSP PIECE A• FLASHIN FEB -- FEB --.0.9 fF8-O'6 O LAC I I I HIGHSIDE LAVE FLASHING I ' A / OUTSIDE CLOSURE (TOP AND BOTTOM LOA] 1/2CTSURE) 2• / �� •`��a� USE TERMINATION STRIPS ROOF TO WALL FLASHING • I FAS ABRIC REQUIRED CUT ENDS.E I I I 1 2 TIM ASTIC (��) I I lilitilillW7 LONG SPAN PANEL 5•f 3, 3TAPE. 3• 1' 1• 3. 3. TI ROOF TRIM I I PANEL CLOSURE I 3/4 TM FASTENER(S) 14 I TAPE MASTIC (CONT. ALQNG PANEL CONFlGURATION) TM STANDING SEAM LOC SEAM TAPE MASTIC 1/z ROOF MAIN FASTENER(S) AND LANG SPAN (LYP. BOTH SIDES) RIDGE PURLIN 6) PPANEL (1)P. BOTH SIDES) SEAL UNDER RIDGE FLASHING �E12X1ER 1/4 HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'B' OVER -DRILL 3/4 TM RIDGE FLASHING PIECE A'. PRE THE REQUIRED NUMBER OF 1/4.0 HOLES THROUGH BOTH PIECES OF LONG SPAN ROOF PANEL RIDGE FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE 'B' BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE A• AS SHOWN. LAP PIECE 'B' OVER PIECE 'A' BONG ROOF AND WALL PANELS OMITTED FOR CLARITY. CAREFUL TO AJGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS RIDGEFLASHING OR HIGH SIDE EAVE ATTACHMENT RC35 RIDGE DETAIL RC32 ALONG RIDGE- IDGERIDGE EXPANSION JOINT AT RIDGE FLASHING RC33 RIDGE EXPANSIO ., I TRANSITION RA32 LONG SPAN ROOF PANELS Zo.A I BA LONG SPAN ROOF BA LONG SPAN ROOF W IDGE FLASHING BA I AA NO. REVISIONS MADE CK'D DATE EPIGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE ALABAMA LONG SPAN IIIQ AI GENERAL E ECT NX _ IIILDINGS COMPANY DRAWING. REV.NO. 4 REVISED RC31BA, RC30BA. RC328A. RC07BA, RC08BA k RA32BA MCS THG 5-01 L*] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY I ] FOR PRELIMINARY DRAWN BY: TON 12-1-97 3 GENERAL REVISIONS YML OWL 3-i-01 CHK'D Bl: BW 2 REMOVED RC37ELA MCS THG 7-99 DSGN APP BY, n ..I 1 III ��- 1 ROOF TRIM FASTENER(S) ROOF & WALL PANELS OMITTED FOR CLARITY. ROOF TRIM FASTENER(S) RNOOF BLIND RIVET RIDGE FLASHING REQUIRED) & WALL PANELS 6 �14X7/B OMITTED FOR CLARITY. - RA05 # 14X7/8 TAPE MASTIC � (3 REQUIRED) � BA RAKE FLASHING TAPE MASTIC 1'-6' O.C. 1/2 TM GABLE ANGLE 1/8 RIVET TRI -15.2 CONTINUOUS 1/2 TM ROOF MAIN FASTENER(S) (2)U /4'0 BEADS DIE—FORMED RIDGE GYS - GABLE ANGLE TONG SPAN PANEL #12X1 1/4 OFR_—_. CLEATED RAKE TRIM LO SPAN PANEL t L ICRC_ -15.2I- \� ----- --- STRUCTURAL FASTENER(S) RAKE FLASHING `` RAKE FLASHING 2) PER PURLIN - -- - 12X1 1/4 SDHH . - � RIDGE FLASHING I-, CAUULK CAULK \ ENDCAP - PURLIN RA01 WALL MAIN FASTENER(S) GTS ALL AROUND RFEC—t -�A\ �` CAULK GTS AB (!12X1 1/4 SDHCW I —0" O.C. — PURLIN --------- �\ �\\ TTRCRAKL_ P - CAULK_ RAKE CAP (2) 1 4 • BEADS ! S �\ TRCL_ I RAKE SUPPORT FLASHING RSF-1 GABLE ANGLE T T \\ f WALL TRIM FASTENER(S) GA -1 WALL TRIM FASTENER(S) #14X7/8 SDHCW 1'-O' O.C. SIMILAR T RA01 \\� \\\ BLIND RIVET 118 REQUIRED) FASTENER(S) {)14X7/8 SDHCW I'-0 O.C. AB I / VET NWALL 2X11% SDHCWCONTINUOUS 1'-0' O.C. - CLEAT \ I BLIND RIVET �� (12 REQUIRED)- \ . SCCF-1 1/8 RIVET TAPE MASTIC LOCATED fi O.C. FOR FIRST 1/2 TM WALL PANEL 5'-0' FROM EAVE FOR ICE AND�► SNOW CONDITIONS RAKE SUPPORT FLASHING ROOF TRIM FASTENER(S) ROOF TRIM FASTENER(S) ~ 54X7%8•) -N,—WALL TRIM FASTENER(S) RAKE SUPPORT FLASHING (2 REO'D.)�" --WALL TRIM FASTENER(S) 3 X7/8 SDHCW #14X7/8 (3 REO -0.) ##14X7/8 SDHCW RAKE DETAIL 271 CLEATED RAKE DETAIL RA62 RAKE CAP INSTALLATION RA03 RAKE CAP INSTALLATION RA03A LONG SPAN ROOF /ARCHITECTURAL OR LONG SPAN PANEL WALLSBA _R__A_0 LONG SPAN ROOF / ARCHITECTURAL OR LONG SPAN PANEL WALLS BB LONG SPAN ROOF W/DIE FORMED RIDGE 8A LONG SPAN ROOF W/RIDGE FLASHING BA ROOF TRIM FASTENER(S) n RAKE FLASHING HIGHSIDE EAVE FLASHING NOT TO PASS THROUGH PURLIN ROOF PANEL #114X7/8 GUTTER ENDCAP RAKE ENDCAP ROOF TRIM FASTENER(S) ROOF TRIM FASTENER(S) 14X7/8 14X7/8 6' O.C. > ALIGN WITH EAVE SEAL MASTIC (3) REQUIRED (3) REQUIRED 3/4 TM CORNER CAP BOX I I TAPE MASTIC TAPE MASTIC TCB_L SHOWN ' � .: I I 3/4 TM ' 1/2 TM RAKE FLASHING CAP FLASHING (SEE NOTE 2) - TCD l SIMILAR • • I I ABLY URETHANE CAULK ALL AROUND - RAKE FLASHING - FCP-1 I..,� ��� •�- - 140 BEAD \ GUTTER ��1... t' �� URETHANE CAULKURETHANE CAULK ----------- --- — 0 `` G7/'S4'0 BEAD ------- GTS / \ •"........- BLIND RIVET I T /�� i .'...'' — — — - -END NOTE: .. 12 REQ D. PER SUPPORT FLASHING ( I RAKE SU PO \ .. . .. - _. /J I \��� 1. OUTSIDE CLOSURE x< 1/8 RI) /' 1/8 RIVET I ----_.-- REQUIRED FOR BLDG. SLOPES 1 1/2:12 OR BUILDING CORNER J i -BUILDING CORNER (SEE NOTES) BUND RIVET (10 REQ'D. PER (SEE NOTES) BUND RIVET \ RIVET � LESS 2. CAP FLASHING REQ'D. NOTES: CpP BOX I�'/ I/8 RN T I ..,.. - - - - - - - (4) REQUIRED - - - - (4) --- GABLE ANGLE FOR BLDG. SLOPES OUTSIDE CLOSURE i. START AND STOP GUTTER AND RAKE FLASHING I RAKE ENDCAP STRUCTURAL FASTENER(S) -1 GREATER THAN 1 1/2 12. (SEE NOTE 1) AT BUILDING CORNERS AND ALIGN WITH OUTSIDE EDGE OF WALL PANEL AT CORNERS. I ALIGN WITH SAVE SEAL BUND RIVET 2 PER PURLIN #112X1 1/4 SDHH 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER HIGHSIDE CORNER 80X (4) RIVET TMC (4) REQUIRED PURLIN SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENT WORKERS SHOULD ALWAYS APPLY URETHANE CAULK ALL AROUND 'WALL PANEL NOT SHOWN FOR CLARITY WHEN INSTALLING THE CORNER BOXES. PERMANENTLY ATTACH GLovtS w "N0 bra y1NfAQ5 rnrN 51MNP EDGES. 1/40 BEAD GTS THE RAKE AFTER CORNER BOXES ARE INSTALLED. RAKE DETAIL RA05 PANEL CLOSURE DETAIL AT RAKE_ RA_01 CORNER CAP BOX INSTALLATION RA04 HIGHSIDE CORNER BOX RA04A EXPANDED VIEW OF RAKE CONNECTION / LONG SPAN ROOF _ I BA ARCHITECTURAL, LONG SPAN OR MULTI—RIB WALLS AB (UNIVERSAL OR CUSTOM RAKE) AA LONG SPAN ROOF WITH STANDARD RAKE BA BLIND RIVETS HIGHSIDE EAVE FLASHING BLIND RIVETS 1/8 RIVET (TYP) _ 1/8 RIVET UNIVERSAL RAKE TRIM (TYP) \ APPLY URETHANE CAULK ALL AROUND 1/40 BEAD `,. GTS / APPLY URETHANE CAULK .s•... ALL AROUND 1/40 BEAD :? ...ir' ::'• GTS�. t BUTTE COUNTY � �.. BUILDING DEPARTMENT HIGHSIDE EAVE - �� ENDCAPA V��. �� � RAKE ENDCAP �� TREC • '!a4'y PART—'.A' `\\ RAKE ENDCAPTREC PART $ UNIVERSAL RAKE ENDCAP INSTALLATION HIGHSIDE EAVE ENDCAP _RA70A LEFT HAND SHOWN AA AA N0. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS EUFAULA_ ALABAMA 5 REVISED RA02&4, RA70M, RAOSBA TAC THG 10-99 (*] FOR CONSTRUCTION DRAWN BY: TON 12-1-97 LONG SPAN ROOF PANEL 4 REMOVED EAO68A, ADDED RA70AA YML THG 7-99 [ ] FOR APPROVAL CHK'D BY: BW GENERAL ERECTION AMERICAN BUILDINGS COMPANY 8 GENERAL REVISIONS YML DWL 3-1-01 3 REVISED EA01AA, EA02AA, RAO4AA MCS THG 5-99 [ ] FOR PERMIT ONLY [ j FOR PRELIMINARY DSGN APP BY: DRAWING. REV.NO. 7 REVISED RA04AA, RA028A & RAOSBA YML THG 6-00 2 ADDED DETAIL EA03M CKJ THG 1-99 LSR-4.0 8 NUMBER' 6 REVISED RA05BA TAC THG 3-00 1 UNIVERSAL RAKE, EAVE TRIM, GUTTER CLIP REVISIONS TBG THG 11-98 RELEASE NO. TIR.02.2001 CAD BY: I771 VENT TAPE MASTIC 3/4 TM VENT D SKIRT END SKIRT VENT T3 -D ANG SPAN PANEL (TYP.) ROOF TRAI FASMU(S) \#14X7/8 1'-0' O.C. BIRD SCREEN ASPIRATOR ROOF FASTENER .,E VENT INSTALLATION FRV01 SPAN ROOFS I BA ROOF FASTENER 4 REQUIRED PER VENT" 4ER LONG SPAN PANEL (TYP.) ROOF TRIM \ FASIBIER(S #14X7/8 \ 1'-0' O.C. PURUN OUTSIDE UMI 9'MIN OPENING PURUN THROAT W/1 2 OUTSIDE CLOSURE LOAI L�L BIRD SCREEN ASPIRATOR ROOF FASTENER .,E VENT INSTALLATION FRV01 SPAN ROOFS I BA ROOF FASTENER 4 REQUIRED PER VENT" 4ER LONG SPAN PANEL (TYP.) ROOF TRIM \ FASIBIER(S #14X7/8 \ 1'-0' O.C. PURUN OUTSIDE UMI 3E VENT INSTALLATION RVO1A III _ SPAN ROOF WITH DIE FORMED RIDGE ROOF TRIM FASTENER(S) #14X7/8 ROOF MAIN fASTENER(S) 6 O.C. _ I I EACH SIDE3OF HI0 H RIB) MASTIC COUNTY I #12X1 1/4 [�T SPAN BASE r Ti ITQOF PANELS) I UP (PAN RRIVET IVE (2 REQ'D.) BUILDING DEPT i E O/af%� ms A F f"%rtlu V E D TAPE MASTIC 1/2 TM ROOF TRIM FASTENER(S) OUTSIDE CLOSURE 014X7/8 LORI RIDGE VENT SPLICING DETAIL RV11 LONG SPAN ROOFS BA VENTILATOR ROOF TRIM FASTENER(S) AIRSHAFT (4 REQUIRED PER VENT) (FIELD NOTCH) #107/8 VENT BASE (FlELD---�- BEND TO REQ'D SLOPE) TA/P4ETMMASTIC - ROOF TRIM FASTENER(S)j �; PER CONNECTION) VENTILATOR LONG SPAN PANEL AIRSHAFr (FIELD NOTCH) ROOF TRIM FASTENER'S ROOF TIRM FASTENER(S) - - 4 REQUIRED PER VENTS #14X7/8 VENT BASE 14X7/8 I1'-0' O.C. - - �/ - - TAPE MASTIC TAPE MASTIC 1 1 1/2 TM (TOP k BOTTOM 0�2CTLOMS - - '- 1 RIDGE PURUN LONG SPAN ROOF PANELS VENTILATOR ROOF TRIM FASTENER($ AIRSHAFT (4 REQUIRED PER (FIELD NOTCH) #14X7/8 SORE VENT ROOF TRIM FASTENER'S) BEND TO REQ'D SLOPS j (LOCATED EACH HIGH RIB) I 1 #14X7/8 T I ROOF TRIM FASTENER'S) 1 11214X7/8 DIE FORMED RIDGE (FIELD CNG)UT VENT OOPENI OUTSIDE CLOSURE OUTSIDE CLOSURE LON INSTALL VENT ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. CAULK ALL CONNECTIONS WITH URETHANE CAULK TO INSURE WEATHER TIGHTNESS. ROUND VENT DETAIL AT RIDGE LONG SPAN PANEL LONG SPAN ROOF W/RIDGE FLASHING BA MADE I CK'D I DATE IENGRI DATE INO.1 REVISIONS I MADE I CKb I DATE IENGRIDATE 2 1 REVISED RVOIBA, RVO1AB& RV11BA, RV210A as RV30BA I MCS I THG 1 5-01 VENITEATOR ROOF TRIM FASTENER(S) 4 REQUIRED PER VENT #14X7/8 LONG SPAN PANEL AIRSHAFT ROOF AWN FASTENER(S) • #12X1 1/4 '/ APES TIC -- I VENT BASE-� ------ A_ tV= PURUN OW.) UP DOWN SLOPE SLOPE� NOTES: 1. INSTALL VENT ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. 2. CAULK ALL CONNECTIONS WITH URETHANE CAULK TO INSURE WEATHER TIGHTNESS. 3. TAPE MASTIC SIZE SHALL BE THE SAME AS FURNISHED FOR ROOF PANELS EXCEPT AS NOTED. ROUND VENT DETAIL ON ROOF SLOPE RV,3 LONG SPAN ROOF BA VENTILATOR ROOF TRIM FASTENER(S) (4 REQUIRED PER VENT) SPAN PANEL. CAULK VENT BASE AIRSHAFT (FIELD NOTCH) WITH URETHANE CAULK ° ROOF TRIM FASTENER(S) VENT BASE (LOCATED EACH HIGH RIB] TAPE MASTIC i I 1 1 3/4 TM 1 --- TAPE MASTIC OPENING (TOP k BOTTOM ± ± r OF CLOSURE) VENT + ± I (FIELD NOTCH PANELS) i OUTSIDE CLOSURE (TYP.) LOA] RIDGE PURUN NOTES: OUTSIDE CLOSURE 1. INSTALL VENT ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. 2. CAULK ALL CONNECTIONS WITH URETHANE CAULK TO INSURE WEATHER TIGHTNESS. 3. TAPE MASTIC SIZE SHALL BE THE SAME AS FURNISHED FOR ROOF PANELS EXCEPT AS NOTED. LONG SPAN PANEL ROUND VENT DETAIL AT RIDGE - - RV30 LONG SPAN ROOF W/DIE FORMED RIDGE I BA DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAM.0 I STATUS [�c] FOR CONSTRUCTION DRAWN BY.' TBG 12-1-97 LONG SPAN III ROOF PANEL [ ]FOR APPROVAL CHK'D BY: BU ROOF VENTILATOR INSTALLATION AMERICAN BUILDINGS COMPANY [ ] FOR PERMIT ONLY '.. [ ] FOR PRELIMINARY DSGN APP BY: DRAWING REv.Na I. BIRD SCREEN WINDBAND ASPIRATOR 1' mtn. L�L 1/M 9'MIN OPENING WMIN. W/12 OATvam ROOF FASTENER 3E VENT INSTALLATION RVO1A III _ SPAN ROOF WITH DIE FORMED RIDGE ROOF TRIM FASTENER(S) #14X7/8 ROOF MAIN fASTENER(S) 6 O.C. _ I I EACH SIDE3OF HI0 H RIB) MASTIC COUNTY I #12X1 1/4 [�T SPAN BASE r Ti ITQOF PANELS) I UP (PAN RRIVET IVE (2 REQ'D.) BUILDING DEPT i E O/af%� ms A F f"%rtlu V E D TAPE MASTIC 1/2 TM ROOF TRIM FASTENER(S) OUTSIDE CLOSURE 014X7/8 LORI RIDGE VENT SPLICING DETAIL RV11 LONG SPAN ROOFS BA VENTILATOR ROOF TRIM FASTENER(S) AIRSHAFT (4 REQUIRED PER VENT) (FIELD NOTCH) #107/8 VENT BASE (FlELD---�- BEND TO REQ'D SLOPE) TA/P4ETMMASTIC - ROOF TRIM FASTENER(S)j �; PER CONNECTION) VENTILATOR LONG SPAN PANEL AIRSHAFr (FIELD NOTCH) ROOF TRIM FASTENER'S ROOF TIRM FASTENER(S) - - 4 REQUIRED PER VENTS #14X7/8 VENT BASE 14X7/8 I1'-0' O.C. - - �/ - - TAPE MASTIC TAPE MASTIC 1 1 1/2 TM (TOP k BOTTOM 0�2CTLOMS - - '- 1 RIDGE PURUN LONG SPAN ROOF PANELS VENTILATOR ROOF TRIM FASTENER($ AIRSHAFT (4 REQUIRED PER (FIELD NOTCH) #14X7/8 SORE VENT ROOF TRIM FASTENER'S) BEND TO REQ'D SLOPS j (LOCATED EACH HIGH RIB) I 1 #14X7/8 T I ROOF TRIM FASTENER'S) 1 11214X7/8 DIE FORMED RIDGE (FIELD CNG)UT VENT OOPENI OUTSIDE CLOSURE OUTSIDE CLOSURE LON INSTALL VENT ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. CAULK ALL CONNECTIONS WITH URETHANE CAULK TO INSURE WEATHER TIGHTNESS. ROUND VENT DETAIL AT RIDGE LONG SPAN PANEL LONG SPAN ROOF W/RIDGE FLASHING BA MADE I CK'D I DATE IENGRI DATE INO.1 REVISIONS I MADE I CKb I DATE IENGRIDATE 2 1 REVISED RVOIBA, RVO1AB& RV11BA, RV210A as RV30BA I MCS I THG 1 5-01 VENITEATOR ROOF TRIM FASTENER(S) 4 REQUIRED PER VENT #14X7/8 LONG SPAN PANEL AIRSHAFT ROOF AWN FASTENER(S) • #12X1 1/4 '/ APES TIC -- I VENT BASE-� ------ A_ tV= PURUN OW.) UP DOWN SLOPE SLOPE� NOTES: 1. INSTALL VENT ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. 2. CAULK ALL CONNECTIONS WITH URETHANE CAULK TO INSURE WEATHER TIGHTNESS. 3. TAPE MASTIC SIZE SHALL BE THE SAME AS FURNISHED FOR ROOF PANELS EXCEPT AS NOTED. ROUND VENT DETAIL ON ROOF SLOPE RV,3 LONG SPAN ROOF BA VENTILATOR ROOF TRIM FASTENER(S) (4 REQUIRED PER VENT) SPAN PANEL. CAULK VENT BASE AIRSHAFT (FIELD NOTCH) WITH URETHANE CAULK ° ROOF TRIM FASTENER(S) VENT BASE (LOCATED EACH HIGH RIB] TAPE MASTIC i I 1 1 3/4 TM 1 --- TAPE MASTIC OPENING (TOP k BOTTOM ± ± r OF CLOSURE) VENT + ± I (FIELD NOTCH PANELS) i OUTSIDE CLOSURE (TYP.) LOA] RIDGE PURUN NOTES: OUTSIDE CLOSURE 1. INSTALL VENT ACCORDING TO MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES. 2. CAULK ALL CONNECTIONS WITH URETHANE CAULK TO INSURE WEATHER TIGHTNESS. 3. TAPE MASTIC SIZE SHALL BE THE SAME AS FURNISHED FOR ROOF PANELS EXCEPT AS NOTED. LONG SPAN PANEL ROUND VENT DETAIL AT RIDGE - - RV30 LONG SPAN ROOF W/DIE FORMED RIDGE I BA DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAM.0 I STATUS [�c] FOR CONSTRUCTION DRAWN BY.' TBG 12-1-97 LONG SPAN III ROOF PANEL [ ]FOR APPROVAL CHK'D BY: BU ROOF VENTILATOR INSTALLATION AMERICAN BUILDINGS COMPANY [ ] FOR PERMIT ONLY '.. [ ] FOR PRELIMINARY DSGN APP BY: DRAWING REv.Na I. USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL ATR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE PANELS \7PiI Y TARP OR PLASTIC COVER USE SPACERS BETWEEN BUNDLES Y BLOCK ABOVE GROUND PANEL STORAGE _ RN . LONGSPAN I BB AMERICAN ROOF AND WALL PANELS AMERICAN'S ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDLING. ALL METAL PANELS ARE SUBJECT TO SOME DEGREE TO LDCAUZED DISCOLORATION OR STAIN WHEN WATER S TRAPPED BETWEEN THEIN CLOSELY FITTED SURFACES. AMERICAN EXERCISES EXTREME CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK S KEPT DRY. HOWEVER, DUE TO CLIMATIC COMMONS WATER FORMED BY CONDENSATION OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEI?TS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE IS OFTEN CALLED WET STORAGE STAIN. TIME STAIN S USUALLY SUPERFKXAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE WHEN HANDLING OR UNCRATING THE PANELS. LIFT. RATHER TWIN SUDS, THEM APART. BURRING �MAY SCRATCH THE COATED SURFACES WHEN SHEETS PANELS TO BE WALKED ON WHILE ON GROUND. ARE SLD OVER OHE ANOTHER NEVER ROUGH AND IMPROPER HANDLING OF PANELS S INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB SUPERVISION. A-4tff ARES PERI OIL -DR W Eyt00F iJiB WAIt— PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM'A VERY SLIPPERY WALKING SURFACE WIPE DRY ANY OIL THAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE DEW. FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE NOTES _ RC95 AA SQUARE SQUARE RIGID SAFETY PIECUPRON STAY WELL N CLEAR of AU. LOADS BEIM MDOW BY MY TYPE OF LIFTING DEICE IOEP HANDS AD FEET CLEAR OF Marts LOAM THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE FOR BEST RESULTS, R IS RECOMMENDED THAT A TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL IGID FRAME COLUMN Z,3 INSTALLATION OF THE BUILDING WAILS ARE GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING THE WALL SHEETING OR INSULATION. CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE BUILDING ALIGNMENT GE01 STRAIGHT AND PLUMB. TO ALIGN THE GIRTS. CUT TEMPORARY WOOD BLOCKING TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. ALL OUTSIDE GIRT FLANGES SHOULD BE BE AA MOVED FROM BA VERTICALLY SAYPIECES S BLOCKING WHICH WILL REDUCE THE ND HORIZONTALLY ALIGNED. UMBER OF PIEREQUIRED. NORMALLY. j amSPAN CIE Lou ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. ROOF FASTENERS �{ SPECIAL CONDITION FASTENERS L''/16 i2 X 1 1 4 DRELl11D HLoc HEAD tt tfE1F DPAl/M Tilt WE9ER N}D XORIL1/4 eM8011 ISRAEL IEtI AFb FASTENER WITH WASHER - FASTENER WITH WASHER FASTENER WTUDUT WASHER MAW ND. #12x1 1/4 � T DES�H/M HO. 012X1 1/4 SINN WX NO /12xt 1/4 SOHN FADE AND PURUN AND M -40F ED FIVE AND PMWIN AND M-FORWED ORE MME ATTACHdE TO WRLNS RIDGE EDINE MONS AND SOKM SHREF RmDOE CONNECTIONS AHD IDWOSED FEET ICE ! SHOW FAVE RSG, AtVOHENT. TTO sBI1CiUA1 CaNELTDIB. TO STRUCTURAL W+NECTIO . ALLW UM -70 C ALLOY -COMER F40FS AND ALUMINUM -ZINC A1DY-COMM ROOFS ONLY. DEMBIE 11 AL PRE-F7F.S.,IED ROOFS 112 X.=4 tIX4 SELF CARBON SLEET REX HEAD _.---_ _- ....__ k--� •• -• ____ __ ..... I FASTE ER WTDIOLIT WATER �l WINK NO. f12x1 t/4 SDNHl4 PRP ENAWSELF DRILLING HEX HEAD STS SELF DRR. NO Ti% WASHER HEAD .. A29r/iION IFASTENER MAM NM R 14M7/G SOW WASHER FASTENER WITH Wfl"' � l�0NES $ tt/1W�1 is 6l GHEE A"ATTALHRDLT ILO TVR JOISTS 1/16 . wDT + , 4/ *0 - TPEDT 6 1/4'Y PANEL SROM CON ECTIOM FLASHING PANEL � CHAP *omoNsIEED) FLASHING 1 1/2 TEKS 1 70 PANEL CaMffCUM NO OBER EXPOSED TO PANEL CONNECTIONS AMD OTHER EXPOSED SELF DRILLING CARBON STEEL No HEAD SHEET 70 MEET CANINECT10N6 SETT TO 94M CONNEMONS, FASTENER WITHOUT WASHER ALUIEINW �Nl�- MEED ROOFS AND A3MRRA-LNC ALDY-CDOED ROOFS ONLY. �� NO. f12xt 1/2 SNM6 ALL MISCELLANEOUS FASTENERS AF� T70 AND W MM lln 1/4• GABLE ACE ATTACHMENT 10 BAR JOISM R)ND MITT J>C DYOLTER NWM WHIN WASHER J t;;m 10. 1/B RIVET 114W HO. SAV -1 f10 M t 1/2 SELF TAPPING CARBON STEEL HEM HFAI FAS7EDE71 W71l1 WASHER FLASHING VPS AD ftASHNG SPAN gcnx*R TO SKMJdR ME1AP MMOL NO. ftOlt1 1/2 STHIN lIDSEPExE REOUNED) — (1//4, lEItHEIt FEED Bx1ET RmtEiEn) NOTE ALL HEX HEAD SIZES SWILL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. BASIC PARTS AND PIECES RC61 LONG SPAN ROOF BA SAFEIIR PPETJIIRIOIt SAFETY PRECAERIO* DO IRT STEP ON Re OF 00 NOT STEP ON PANELS PANEL. AUWS SIFP dN UIIL FULLY SECURED WITH fIAT BEFALL FASTS EM BUTTE TY BUILED"INIG .DEPARTMENT SPAN PANEL IDENDFICATKIN MARK NUMBER - tj A P � 24 GAGE (LED 24 26. & 29 GAGE AVAILABLE) P Flh V DmPLE LONG SPAN OVERLAPPING RIB OUTSIDE (THIS RIBoVERL►PSS PRECEEDING PANEW'��--��` BEARING LEG A. (EARING LEG BEARING LEG GIVES SUPPORT TO SIDELIP) DETAIL 'A' DETAIL 'B' REVISIONS DATE IENGR ERECTION LAS: 1. ALL AREAS WHERE MASTIC S TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE AMERICAN BUILDINGS COMPANY S NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (NOT BY ABC) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION N ROOF AND WALL AREAS WHERE APPLICABLE 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB S LAPPED OVER THE BEARING RIB. ... .. _._._. .. ..._ ...`---------"- PANEL MARKING AND SIDELAP DETAILS RC63 ERECTION-KOTES- -`- RC91 LONG SPAN I Be LONGSPAN _ ..._ BA DATE INO.1 REVISIONS MADE CK'D I ENGR I DATE DRAWING SUBMITTAL Ste. NONE DATE STATUS - - - ..... [#] FOR CONSTRUCTION DRAWN BY: TON 12-1-97 o Anncn WMRL(`I TAC I THG 1 10-00 FOR' .AP.P.ROVAl— -CHK'D-BYr— F'OR PERMIT ONLY FOR PRELIMINARY DSGN APP BY_ sMETY PMDWIlat ALK74 M BUIDFNGS COMPANY RECOIEOOS THAT ALL WORKERS HEAR sTFIl 700 SOHN WITH IETOPl54 GUARD. EYE PROTEMM AD WUD HWS SAFETY PRETAROm DO Tal STEP. STT OR Y8 d1 WWLL 005 a FADE SIDUMB FAILURE W ADHERE TO THS PRWAUn0N MAY F43W N A SEAMS WART. 2 X 6(6WO DTHEBLOCKING RS SECTION A' GIRT SPACING R TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS. GIRT BLOCKING GE03 AA GOOD ALIGNMENT OF THE FASTENERS WILL GIVE A PROFESSIONAL APPEARANCE OF SHEET INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE -DRILLING HOLES IN THE SHEETS AT IDENTICAL LOCATIONS. UP TO 15 SHEETS CAN BE STACKED TOGETHER AND DRILLED USING A TEMPLATE SHEET. USE 1/8' OF2 5/32' DIAMETER DRILL BIT FOR SHEET TO STRUCTURAL FASTENERS. AND A 1/4' DUUEETER BIT FOR THE SIDELAP CLEARANCE HOLES. CLEAN METAL FILINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. THE TEMPLATE SHEET SHOULD BE END OUT IN ACCORDANCE WITH THE BUILDING ERECTION DRAWINGS. SINCE PRE -DRILLING WILL -1-RAND' THE SHEETS IT IS NECESSARY TO SELECT THE END OF THE BUILDING FROM WHICH THE SHEETING IS TO BEGIN. PRIOR TO DRILLING THE TEMPLATE SHEET IT SHOULD BE CHECKED FOR -PROPER . HOLE _LOCATIONS AGAINST THE BUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN THE PURLINS OR GIRTS. PRE -DRILLED TEMPLATE SHEET SAFETY NEAR SAFM AP17aIFD EYE OPEATM DORIS PFUTOMION WHEN OR EUOMW SCREW GUH& SEE FASTENSR LAYOUT WCO5/AB LISW -2 0 STACKED SHEETS TC BE DRILLED ENDS OF PANELS ALIGNED PRE -DRILLING FOR FASTENER LOCATIONS WC08 LONGSPAN WALL PANELS I AC SAFETY NOTES: AMERICAN BUILDINGS COMPANY STRONGLY RE00MMENDS THAT SAFE WORKING CONDITIONS AND AWDENT PREVENTION PRACTICES BE THE TOP PRIORITY, ON ANY JOB SITE. LOCULE STATE S SAFELY. SAFETY AD HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS. LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL SAMAYEHS. OR ROOF WORKMMIINGS �PROP�ER EOUIPMEM HAJ DUUNG NG SAM PROCEDURES. MATERIRIA OF � FINE E POBBER SOLE SSIBLE ARE RECOMMENDED ERECTION PRACTICES. AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED MRM SOUND JUDGEMENT CONSISTENT WRI GOOD SAFETY PRACTICES. NIL SAFETY PRECAUTIONS, OSHA SAFETY IEOUIRDMENIS, OR ANY OXER APPROPRIATE SAFETY REQUIREMENTS. CUSTOMARY OR STATUTORI, MUST BE ADHERED 70, 70 INSURE MAXIMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SLIPPING CMN FNLI4G. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION N RELATION TO THE ROOF EDGE MIEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA DO NOT UNDER ANY CIRCUMSTANCES STEP Oil WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC S NECESSARY OVER SKAKA I T. USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURLINS. SAFETY COMMITMENTFG-E-70 AA RWAULA ATASAI LONG SPAN III WALL PANEL -. DRAWING.I LISW -1.0 COMPANY z WALL PANEL WALL AWN FASTENER(S) /12X1 1/4 SDHCW BASE ANGLE FASTENER (BY OTHERS) 1'-0' O.C. 114'0 CONCRETE ANCHOR (min.) 5-0- O.C. (max.) BASE ANGLE 1 1/2'+' BA -20 GRADE 2 a w, SECTION AT BASE ANGLE BA02 ARCHITECTURAL OR LONGSPAN WALLS AB BASE ANGLE (ENDWALL) BA -20 BASE ANGLE (SIDEWALL) T> BA -20 / I 1 CORNER BASE ANGLE FBC-1 BASE ANGLE DETAIL BA01 AB THINGS TO 1. THINK SAFETY. 2. CARE FOR PANELS IN ACCORDANCE WITH ERECTION WIDE 3. ALIGN GIRT. 4. PLUMB FIRST AND EVERY PANEL_ 5. CHECK COVERAGE ON EVERY PANEL 6. FOLLOW SCREW ATTACHMENT SEQUENCE: TRAILING TO LEADING. TOP TO BOTTOM. 7. DO NOT EXCEED INSULATION 7HK201ESS (4' MAX.). S. DO NOT 'RATCHET' OR OVERTIGHTEN WALL PANEL SCREWS. THIS WILL CAUSE 'DIMPLING'. 9. USE THE FLAT OF THE LONGSPAN PANEL TO APPLY PRESSURE WHEN INSTALLING. (SEE EXAMPLE) 10. DO NOT USE ABRASIVE SAWS OR OTHER CURING TOOLS WHICH PRODUCE HOT METAL PARTICLES OR BURNED EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND WALL VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CURING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. PANEL INSTALLATION NOTES GE04 LONGSPAN WALL PANELS AB WALL PANEL WALL MWN FASTENER(S) NOTE 1. WALL MAIN FASTENER(S) REOLRRED AT SIDEWALL /12X1 1/4 SDHCW BASE GIRT 1'-0' O.C. L oorLONG SPAN PANEL BLIND RIVET 1 118 RIVET PANELS. 2 -W O.C. 2. WALL STITCH FASTENER(S) AS SHOWN REO'D. SEQUENCE ONLY AT PANEL SIDELAPS OR AT FLASHING FPEC-1 LAPS ANO FL ASHM. TO PANEL CONNECTIONS. I 1N 4EMANOR RIB (OVERLAPPING RIB) GRADE ?� . !.r r SECTION AT BASE GIRT BA03 AB CLAMP AND WOOD BLOCKING BULJE LME BY OTHERS (SUGGESTED) 1 17/32' i /-WOOD BLACKING / WALL PANEL WALL MAIN FASTENERS) /12X1 1/4 SDHCW 1_O' O.C. BASE ANGLE FASTENER (BY OTHERS) 1,40 CONCRETE ANCHOR (min) BLIND RIVET 5 -0' O.C. (max) 118 RIVET BASE CHANNEL 2 -O' O.C. FPEC-1 r, 1/2' FPFV-2 — .....o. E WALL PANEL WALL MAIN FASIENER(S)- /12X1 1/4 SDHCW 1 -0' O.C. BUND RIVET -\ 118 RIVET 2 -0' O.C. FPEC-1 FPFV-2•- GRADE 3X2 ANGLE GA -2 BASE ANGLE FASTENER (BY OTHERS) 114'0 CONCRETE ANCHOR (min) 5-0" O.C. (max) 1/2' SECTION AT BASE CHANNEL I SECTION AT BASE W GA -2 BA05 ABI I I AB STRUCTURAL f LINE) U. 2XI 1%4 SDHCW -0' O.C. ARCHITECTURAL Y RE PANEL SIMILAR 7 WALL STITCH FASTENER(S) 0 AT SI�7)ELAPS, � N/1E VERTICALLY /-LONG SPAN PANEL (EYP.) WALL MAIN SEE I 12X1 1/4 1'-0' O.C. NOTE 1. WALL MAIN FASTENER(S) REOLRRED AT SIDEWALL Z 3' 1 L oorLONG SPAN PANEL FASTENER 1 THG PANELS. 3 2. WALL STITCH FASTENER(S) AS SHOWN REO'D. SEQUENCE ONLY AT PANEL SIDELAPS OR AT FLASHING LAPS ANO FL ASHM. TO PANEL CONNECTIONS. I 1N 4EMANOR RIB (OVERLAPPING RIB) 194 LONG SPAN WALLS - I AB L I L SWIM PRO W' OIt DO No SRP. SR OR cum ON WILL CM OR EWE mots. FALURE Ta AMM II - 6 TO TM PREv+ma Mn' NEL 5 , RL9l7 M A soaas RURLr ),_ 4 I BEARINGB RIB �-4':�� f L, 1/80 HOLE f N BLANKET INSULATION \Q� I ' PRE-ORILLEDDANEL HOLLE DETAIL (BY OTHERS) ARCHITECTURAL Y RE PANEL SIMILAR 7 WALL STITCH FASTENER(S) 0 AT SI�7)ELAPS, � N/1E VERTICALLY /-LONG SPAN PANEL (EYP.) WALL MAIN SEE I 12X1 1/4 1'-0' O.C. EI FL EAVE NOTE 1. WALL MAIN FASTENER(S) REOLRRED AT SIDEWALL SCALE: NONE I DATE AND ENDWALL CARTS. BASE ANGLE. EAVE A' STRUT AND GABLE ANGLE FASTENER LAYOUT DETAIL SHOWN ALSO APPLIES FOR LINER AND PARTITION THG PANELS. 3 2. WALL STITCH FASTENER(S) AS SHOWN REO'D. MCS ONLY AT PANEL SIDELAPS OR AT FLASHING LAPS ANO FL ASHM. TO PANEL CONNECTIONS. FASTENER LAYOUT TAC 194 LONG SPAN WALLS 1 I AB OVATE N0. REVISIONS MADE CK'D EI FL EAVE BUILDING STRUCTURAL INE NG STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIRrS AS SHOWN IN GEO3/AA UNE (GIRT UNE) GIRT LINE) 1/4' 1 2' 7 Y INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE RCHttECTURAL PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING RIB PANEL PROGRESSES ALONG THE WALL. INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STRUCTURAL OR GIRT LINE AS SHOWN. R IS EXTREMELY IMPORTANT TWIT 7HE FIRST WALL PANEL BE INSTALLED PLUMB. USE A SPIRIT WALL MAIN FASTENER(S) ARCHITECTURAL LEVEL OR TRANSIT ON EACH PANEL R IS RECOMMENDED THAT A SMALL WALL AIN SDHCW WALL MAIN FASTENER(S) WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE APPLY 1-0 O.C. PANEL /12X1 1/4 SDHCW THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS AT ALL 1 -0 O.0 STRUCTURAL WALL MEMBERS BEGINNING WITH THE TOP MOST ATTACHMENT AND PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE QQ ARCH. Y RIB PANEL NOT ERECT PANEL BY ATTACHING AT BOTH ENDS WORKING TO THE MIDDLE OF (TTP. U.N.) THE PANEL 7HIS PROCEDURE PROMOTES 'OIL CANNING. BEARING RIB BEARING RIB INSTALL THE NEXT PANEL BY SIDELAPPIRG THE RIB WITH THE FIRST PANEL (AS SHOWN). CHECK FOR PLUMBNESS AND FASTEN THIS PANEL IN THE SAME ARCH. PANEL M OVERLAPPING OVERLAPPING RIB MANNER AS THE FIRST PANEL CONTINUE TO SHEET THE WALL USING THIS (EYP. U.N.) PROCEDURE. CUT PANELS AT DOORS, WINDOWS LOUVERS AND OTHER WALL �� OPENINGS AS REWIRED. SHEETING CAN USUALLY BE STARTED FROM EITHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT 1/8'0 HOLE 1/8q HOLE AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF THE PREVAILING VIEW. THE OVERLAP LRE AT THE SIDELAP OF EVERY PANEL ARCHITECTURAL PANEL LAP AND ARCHITECTURAL Y RIB PANEL LAP WILL BE LESS VISIBLE THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAVY PRE -DRILLED HOLE DETAIL AND PRE -DRILLED HOLE DETAIL PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE (DOWNWARD SIDE) OF THE PANEL RIB. PRE- DRILLING OVERLAPPING RIB FOR STITCH SCREWSWALL PANEL INSTALLATION WC64 AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. NOTE? TO AVOID DIMPLING DO NOT OVER TORQUE LAN. SPAN. ARCHITECTURAL WALLS, OR ARCHDECRORAL Y RIB PANELS I AB SCREWS. AULK TRIM OUTSIDE CLOSURE INSTALLATION AT EAVE37 LONG SPAR WALLS AB tNGR I DATE 5-01 DRAWING SUBMITTAL STATUS SCALE: NONE I DATE 4 REV. WC64AB. REMOVED WC12AB TAC THG 3-15 3 REVISED WC12AB. WC05M, EA37AB. BAOZ&a O.W. 0408 R 05AB MCS THIS 2 REVISED WC64M R ADDED GE04X TAC THG 5- 1 EAVE TRIM REVISIONS CKJ THG II - BUILDING STRUCTURAL INE NG STRUCTURAL PRIOR TO WALL SHEETING ALIGN WALL GIRrS AS SHOWN IN GEO3/AA UNE (GIRT UNE) GIRT LINE) 1/4' 1 2' 7 Y INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIOR TO THE RCHttECTURAL PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING RIB PANEL PROGRESSES ALONG THE WALL. INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STRUCTURAL OR GIRT LINE AS SHOWN. R IS EXTREMELY IMPORTANT TWIT 7HE FIRST WALL PANEL BE INSTALLED PLUMB. USE A SPIRIT WALL MAIN FASTENER(S) ARCHITECTURAL LEVEL OR TRANSIT ON EACH PANEL R IS RECOMMENDED THAT A SMALL WALL AIN SDHCW WALL MAIN FASTENER(S) WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE APPLY 1-0 O.C. PANEL /12X1 1/4 SDHCW THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS AT ALL 1 -0 O.0 STRUCTURAL WALL MEMBERS BEGINNING WITH THE TOP MOST ATTACHMENT AND PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE QQ ARCH. Y RIB PANEL NOT ERECT PANEL BY ATTACHING AT BOTH ENDS WORKING TO THE MIDDLE OF (TTP. U.N.) THE PANEL 7HIS PROCEDURE PROMOTES 'OIL CANNING. BEARING RIB BEARING RIB INSTALL THE NEXT PANEL BY SIDELAPPIRG THE RIB WITH THE FIRST PANEL (AS SHOWN). CHECK FOR PLUMBNESS AND FASTEN THIS PANEL IN THE SAME ARCH. PANEL M OVERLAPPING OVERLAPPING RIB MANNER AS THE FIRST PANEL CONTINUE TO SHEET THE WALL USING THIS (EYP. U.N.) PROCEDURE. CUT PANELS AT DOORS, WINDOWS LOUVERS AND OTHER WALL �� OPENINGS AS REWIRED. SHEETING CAN USUALLY BE STARTED FROM EITHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT 1/8'0 HOLE 1/8q HOLE AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF THE PREVAILING VIEW. THE OVERLAP LRE AT THE SIDELAP OF EVERY PANEL ARCHITECTURAL PANEL LAP AND ARCHITECTURAL Y RIB PANEL LAP WILL BE LESS VISIBLE THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAVY PRE -DRILLED HOLE DETAIL AND PRE -DRILLED HOLE DETAIL PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE (DOWNWARD SIDE) OF THE PANEL RIB. PRE- DRILLING OVERLAPPING RIB FOR STITCH SCREWSWALL PANEL INSTALLATION WC64 AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. NOTE? TO AVOID DIMPLING DO NOT OVER TORQUE LAN. SPAN. ARCHITECTURAL WALLS, OR ARCHDECRORAL Y RIB PANELS I AB SCREWS. AULK TRIM OUTSIDE CLOSURE INSTALLATION AT EAVE37 LONG SPAR WALLS AB tNGR I DATE 5-01 DRAWING SUBMITTAL STATUS SCALE: NONE I DATE (#) FOR CONSTRUCTION FOR APPROVAL [) FOR PERMIT ONLY [) FOR PRELIMINARY DRAWN BY: TON 12-1-97 -02 CHK'D ETT: BW 99 DSGN APP BY: P.A 98 RELFASE Nn. T1R_n9.2M2 n RY- BUTTE r APPROV D EWauIA LONG SPAN III WALL PANEL jM BASIC ERECTION esa.RiCeN COMPANY REV.N3. LSW-2.0 4 SAFElY PRECAUTION: KYMYS WEAR 067M APPROVED EVE PROTM11ON MEN OPUMINO OROS OR aDL m SOT" aMS. Tli�l GIRT �� 1J WALL MAIN FASTENERS) /12X1 1/4 SDHCW CAP (SEE FCP- NOTE: 1. OUTSIDE CLOSURE REQUIRED FOR BLDG. SLOPES 1 1/2 : 12 OR I ESS. 2. CAP FLASHING REO'D. FOR BLDG. SLOPES GREATER THAN 1 1/2 m _r WALL PANEL ENDLAP WC06__ PANEL CLOSURE DETAIL AT RAKE ARCHITECTURAL IN. ARCHITECTURAL Y RIB. LONG SPAN IN OR MULTI -RIB WALLS I AB ARCHITECTURAL IN. ARCHITECTURAL Y RIB OR LONG SPAN IN WALLS I AB WALL MAIN FASTENER(S) (TYP) BACKLAPPING THE PANELS 1' OR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE/12X1 1/4 SDHCW BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. 1'-0' O.C. L 1 ON THE ENDWALL THIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. LONG SPAN PANE 1 ionjo.�Iflll�1 . I i RIDGE 1 I - /'-WNL TRIM FASTENER(S) j14X7/8 SDHCW I 2'-0' D.C. NOTE: ✓ - \.J ENDWALL PANELS (SHOWN) S120=S SIMILAR BUND RIVET TYPICAL CORNER FLASHING 6 REWD. PER FLASHING LAP FCR -LENGTH 1/8 RIVET PANEL BACKLAPPING WC75 CORNER FLASHING DETAIL (OUTSIDE) WC21 ARCHITECTURAL IN. ARCHITECTURAL Y RIB OR LONG SPAN IN WALLS AB LONG SPAN WALLS AB PRMAL1MY5 Da APPIIOYiD EYE IIORI¢% SNA MRE 71Wm N 1 PROIa lqx YAEN OPaM7K OR15 71E mm a=" PxatED1IE5 oR EIECRaO SCJi7 axEs FOR ALLN08S WALL MAIN FASIENER(S) — INSTULATION /12X1 1/4 SDHCW 1 1'-0' O.C. LANG SPAN PANEL. NOTE: FIELD TRIM PANELS AS REOUIRED AT CORNER INTERSECTION. i CORNER FLASHING FCI-LENGTH BLIND RIVET 1/REQ-0.7 PER FLA94NG LAP) (BY OTHERS) N N N x TRIM INSULATION AND TURN VINYL BACK. INSULATION " N MUST NOT BE EXPOSED TO WEATHER. WALL PANEL N x N x N a 11 N T=sses:ssa - N 11 " 11 11 N - • N M BASE ANGLE . STRUT /-- EAVE CLOSURE FLASHING WOOD BLOCKING (BY OTHERS) SAM PREMMIF ! Do Nor STEP. Srt OR am ON YYNL POS OA W SIRNIS MUK W IDLE)[ IDN WY 70 THIS PRa%IINRES7U N A 5aaa6 MAJM'. LONGSPAN PANELS SHOWN WALL TRIM FASTENER(S) /14X7/8 SDHCW 1'-0' O.C. AT PANEL RIBS EAVE SUI FLASHING OUTSIDE CLOSURE (SEE SECTION AT EAM GABLE ANGLE GA -- RAKE FLASHING /14X7 8MSDHCW FASTENER(S) 1'-0' t O.C. AT PANEL RIBS P--�GIRT (SEE NOTE 5) - WALL TRIM FASTENER(S) /14X7/8 SDHCW 2'-0' O.C. AT PANEL SIDELAPS WALL MAIN FASTENER(S) /12 X 1 1/4 SDHCW 1'-0 O.C. %-BASE ANGLE BA -20 GENERAL NOTES: 1. CROWD OR STRETCH PANELS SLIGHTLY AS NECESSARY TO MAINTAIN 3'-0' COVERAGE PER PANEL 2. PANELS MUST BE INSTALLED SQUARE WITH BLALDING FRAME 3 PANEL SIDELAPS STICHED 2'-0' ON CENTER WITH /14 WALL FASTENERS. 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE BRUSH. DO NOT USE AEROSOL TYPE PAINT CORNER FLASHING FOR TOUCH UP. 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL tBASE GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT 'LE CORNER FLANGES WILL CAUSE DIMPLING OF PANELS AT FBC-1 SCREW LOCATIONS. TYPICAL CORNER DETAIL AT PANELS WC20 LONG SPAN WALL PANELS AB SAVE SUPPORTS FLASHING FSE -1 1 1 EAVE STRUT WALL PANEL OR TRIM INSULATION AND FLASHING TURN VINYL BACK. INSULATION MUST NOT BE EXPOSED TO WEATHER. STRUCTURAL LINE ukp"' CORNER FLASHING DETAIL (INSIDE) WC26 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 LOW. SPAN WALLS AB I AA �`--- NO.1 REVISIONS IMAMICWD_l DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING AL SCALE: NONE DATE TUS REV. WC06AB, RAOIAB. WC75AB TAC THG 3-15-02 [�k) FOR CONRIRUCTION DRAWN BY: TON /2-1-97 4 [ FOR APPROVAL CHK'D BY. BLJ 3 1 REVISED IN01M YML THG 11-6-01 [) FOR POW ONLY MCS DWL 3-1-01 I) FOR PRELIMINARY].NARY O6GN App 8Y: - 2 GENERAL REVISIONS BUTTE IV *' . trrKfzfwrm oftAPPROVtu »'euia pjQjap., eL11,>iexr LONG SPAN WALL PANEL IF l6w GENERAL ERECTION eCeN BUILDINGS COMPANY . REV.NO. DRAWING a ILAMCD -----L$HN-3.D _ _ --a --- FASTENER AND WASHER rD/aaRSSHOULD eE 7RNED N OR OTHER MEANS (BY OTHERS) 71E PROM gyp" �� MAY BE USED TO ATTACH FON AM 'IDM INSULATION (BEFORE SAVE CLOSURE FLASHING IS ATTACHED) ROOF PANEL FOLD INSULATION BACK ONTO _» ITSELF FOR COMPRESSION -_, ._-__ BETWEEN EAVE STRUT AND �-- ROOF PANEL. R MAST NOT BE ' ------- EXPOSED TO THE WEATHER. ------ INSULATION (BY OTHERS) EAVE CLOSURE FLASHING TFEC- 1 1 i 1 DOUBLE SIDED TAPE (BY OTHERS) TO BE USED TO SECURE NVSII.ATKIN. SAVE SUPPORTS FLASHING FSE -1 1 1 EAVE STRUT WALL PANEL OR TRIM INSULATION AND FLASHING TURN VINYL BACK. INSULATION MUST NOT BE EXPOSED TO WEATHER. STRUCTURAL LINE ukp"' CORNER FLASHING DETAIL (INSIDE) WC26 SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SUGGESTED INSULATION ATTACHMENTS AT EAVE IN01 LOW. SPAN WALLS AB I AA �`--- NO.1 REVISIONS IMAMICWD_l DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING AL SCALE: NONE DATE TUS REV. WC06AB, RAOIAB. WC75AB TAC THG 3-15-02 [�k) FOR CONRIRUCTION DRAWN BY: TON /2-1-97 4 [ FOR APPROVAL CHK'D BY. BLJ 3 1 REVISED IN01M YML THG 11-6-01 [) FOR POW ONLY MCS DWL 3-1-01 I) FOR PRELIMINARY].NARY O6GN App 8Y: - 2 GENERAL REVISIONS BUTTE IV *' . trrKfzfwrm oftAPPROVtu »'euia pjQjap., eL11,>iexr LONG SPAN WALL PANEL IF l6w GENERAL ERECTION eCeN BUILDINGS COMPANY . REV.NO. DRAWING a ILAMCD -----L$HN-3.D _ _ --a --- EAVE SUPPORT FSE -1 STRUCTURAL FASTENER #12X1. 1/4 SDHH 1-0' O.C. STANDARD EAVE CONDITION WITH LONGSPAN OR ARCHITECTURAL 11 WALL PANELS (STANDING SEAM 11, STANDING SEAM 360 OR LOC -SEAM ROOF PANELS) SEE INSTRUCTION NO. 5 (STEP 1) SULATION 1LATION EAVE SUPPORT FSE -1 TRUCTURAL FASTENER 12X1 1/4 SDHH -0' O.C. STANDARD SAVE CONDITION WITH SHADOW PANELS (STANDING SEAM II, STANDING SEAM 360 OR LOC -SEAM ROOF PANELS) SFE INSTRUCTION NO. 5 + (STEP 2) TRIM REVISIONS WALL FASTENER — #14 SDHCW STITCH V-0" O.C. OUTSIDE PANEL CLOSURE SAVE SUPPORT FLASHING FSE -1T STRUCTURAL FASTENER #12X1 1/4 SDHH 1'-lY O.C. 1 1/2 -- WITH /2 - WITH LONGSPAN OR ARCHITECTURAL 11 WALL PANLLS (STANDING SEAM II, STANDING SEAM 360, LONGSPAN OR LOC -SEAM ROOF PANELS) EAVE SUPPORT FLASHING FSE -1T STRUCTURAL FASTENER #12X1 1/4 SDHH 1-0 O.C. 3 1 /LY THERMAL SPACER EAVE CONDITION WITH SHADOW PANELS (STANDING SEAM I1, STANDING SEAM 360, LONGSPAN OR LOC -SEAM ROOF .PANELS) INSTRUCTIONS 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENDWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED. 3. PLACE THE EAVE SUPPORT FLASHING (FSE -1 AND FSE- 1T) ON THE EAVE STRUT, LEAVING A 1 1/2' OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT WORKS WELLAND THE TO OBTAIN SIDE OF THE TNS SPACE). EAVE SUPPORT IPI%2" OPENING WILL 2 % 4 NG WILL ACCOMMODATE LONGSPAN OR ARCHITECTURAL II WALL PANELS. AN OPENING OF 3 1/6" MUST BE MAINTAINED FOR SHADOW PANELS. SECURE THE EAVE SUPPORT FLASHING WITH #12 X 1 1/4" SELF DRILL FASTENERS LOCATED 1'-0" O.C. THESE ARE PERMANENT FASTENERS AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND THE SAVE SUPPORT FLASHING. INSTALL EAVE CLOSURE FLASHING (FEC--) PRIOR TO INSTALLING ROOF PANELS. EAVE CLOSURE FLASHING IS HELD IN PLACE BY ROOF FASTENERS AT EAVE. 4. INSTALL THE ROOF PANELS ACCORDINGTOTHE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. WALL NSTALLED. SECURE BUTTE COUNTY 5 THE INSULATION TOI ELS ANDITHE FACE OF THE EAVE NSULATION MAY NOW BE STRUT AND BASE ANGLE BUILDING �� �� �® � THE INSTALLED BELOW THE WITH E WALLORDING TO MANUFACTURERS FASTENERS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AND EAVE CLOSURE FLASHING. PLUMB EAV THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST M. r% 911 r- T 0 A VED 6 TO THE WALL PANELSINSTALL THE PANEL �OSURES AND SECURE THE SAVE CLOSURE FLASHING liLi R Co' SEE INSTRUCTION NO. 6 t (STEP 3) .NOTE: SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. SCALE: DATE SPECIAL ERECTION DETAILS EUFAULA ��a AUBAYA DRAWN BY: CHECKED BY: ROOF SHEETING PRIOR DESIGN APP'D BY: TO WALL SHEETING DRAWING REV.NO. SED -1.0 t ISSUED: 12-1-87 NUMBER 'PIGTAIL MASTIC TO JOIN EXPANSION BACK—UP FLASHING 'PIGTAIL MASTIC TO JOIN CONTINUOUS SEALING RUN OF ROOF TRIM FASTENER(S) FEB -0.3 CONTINUOUS SEALING RUN OF ROOF TRIM FASTENER(S) MASTIC UNDER RAKE FLASHING 14X7/8 SDRF �,� 'PIGTAIL' MASTIC TO JOIN MASTIC UNDER RAKE FLASHING ]114X1 SDRF CONTINUOUS SEALING RUN OF 'PIGTAIL' MASTIC JOIN � ROOF TRIM FASTENER(S) 4. MASTIC UNDER RAKE FLASHING 4, I `� :r*.•:.. CONTINUOUS SEALING RUN OF 114XI SDRF I ROOF TRIM FASTENER(S) MASTIC UNDER RAKE FLASHING I I 7 EXPANSION BACK-UP FLASHING I #14X1 SDRF :• EXPANSION BACK-UP P FL ABH ANG EXPANSION BACK-UP FLASHING FEB -0.6 EXPANSION BACK-UP FLASHING FEB -0.4 O P&A3P FEB -0.6 03 FEB -0.6 O HFP FEB .... • : ."TAPE MASTIC 3/4 TM TAMASTICTAPE MASTICTAPE . 3/4 3�3/4 TM RAKE i'USHING TRIC -15.2 � RAKE FLASHING TR_5-15.2 UNIVERSAL RAKE FLASHING RAKE FLASHING / . • / '. / .� 1/470 URETHANE CAULK / :• TR1-15.2 1/4'0 URETHANE CAULK / ' 1/4'o URETHANE CAULK / GTS / 1/4'0 URETHANE CAULK / GTS \� 1/g' BUND RIVET TRI -15.2 - / / � GTS GTS 1/g' RELAID RIVET 1/8" BLIND RIVET 1/B' BUND RIVET UNIVERSAL RAKE FLASHING FL02 CUSTOM RAKE FLASHING FL02 CUSTOM RAKE FLASHING FL02 CUSTOM RAKE FLASHING FL02 STANDING SEAM & LOC SEAM AA LONG SPAN BA LOC SEAM GA STANDING SEAM SA HIGH SIDE EAVE FLASHING HIGH SIDE EAVE FLASHING HIGH SIDE EAVE FLASHING THC --15.2 THS --15.2 THE_ -15.2 ROOF TRIM FASTENER(S) #1R4X1 SDRF TRIM FASTENERS) \\\ ROOF TRIM FASTENER(S) ' 14X1 SDRF ROOF TRIM FASTENER(S) ... F 014X7/8 SDRF ;:; "" ,Y O.C�R ... ,` TAPE MASTIC ::.: °::ii:. \ ...... 3/4 TM ':..'::•::...ter 'PIGTAIL MASTIC TO JOIN ••,�,. CONTINUOUS SEALING RUN OF 'PIGTAIL MASTI•ii:... 'PIGTAIL' MASTIC TO JOIN •""' MASTIC UNDER HIGH SIDE SAVE FLASHING CONTINUOUS SEALING RUN OF C TO J01 CONTINUOUS SEALING RUN OF \ ` T� MASTIC UNDER HIGH SIDE EAVE FLASHING •: .. MASTIC UNDER HIGH SIDE EAVE FLASHING ' \ TAPE MASTIC \ TAPE MASTIC 3/4 TM \ 2 TM iii•: EXPANSION BACK—UP FLASHING TAPE MASTIC r, FEB -0.6 I 3/4 TM EXPANSION BACK-UP FLASHING I 1/4'0 URETHANE CAULK I FEB -0.11 L ::r.:.•. � .. �. EXPANSION BACK—UP FLASHING i GTS I I II FEB -0.8` TS o URETHANE CAULK i ��;.•.; .. 4 I, 1/8' BUND RIVET ]� � a.... .... 1/8 BLIND RIVET I i i ti:';�._ II 1/!i BUND RIVET 1/4'0 URETHANE CAULK GTS FL03 HIGH SIDE EAVE FLASHING FLO3 VALLEY GUTTER FLASHING FL07 HIGH SIDE EAVE FLASHING FL03 HIGH SIDE EAVE FLASHING �� - SA LONG SPAN, STANDING SEAM & LOC SEAM AA LONG SPAN BA LOC SEAM GA STANDING SEAM ROOF TRIM FASTENER(S) /14X_ SDRF 3' O.C. JUTE$; 1l'P ROOF TO WALL FLASHING ROOF TRIM FASTENER(S) � FRW-_ t. ALL ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4% 3/16 TAPE MASTIC AND REINFORCED W14X_ SDRF tr UPPER USING BACKUP FLASHING FEB-- (SEE DETAIL RC35AAA). I PIECE 'ROOF FLASHING TAPE MASTIC B' 3/4 TM 2. ALL (LASHING LAPS SHALL BE TWO INCHES EXCEPT CORNER FLASHING LAPS WHICH SHALL BE ONE INCH. IT 114'O BUTYL CAULK I I SSCK-1 1 I VALLEY LOWER ROOF FLASHING 3. VALLGUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED �' EXPANSION BACK-UP FLASHING I I PIECE 'A' WITH N14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SIZE. -t-FEB-0.3 I 4. FOR FLASHING LAPS NOT SHOWN. USE THE FOLLOWING AS A GUIDE; FLASHINGS THAT ARE 1/8' BLIND RIVET 1/4'• BUTYL CAULK I EXPOSED TO ROOF CONDITIONS, USE /ta ROOF FASTENERS THREE INCHES ON CENTER. ALL SSCK-1 OTHER CONDITIONS USE 1/8 INCH BUND RIVETS THREE INCHES ON CENTER. ROOF TRIM FASTENER(S) 4. I 014X_ SDRF i I BACKUP FLASHING FEB I �` 1/� BUND RIVET COUNTY � 1' �� p�' `�' ` EXPANSION BACK-UP FLASHING �� r BiiILDIG DP�i�■ f i EXPANs 0 l FEB -0.6- 'PIGTAIL MASTIC TO JOIN ��I HOLES. MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'B' OVER > ROOF TO WALL FLASHING CONTINUOUS SEAUNG 'PIGTAIL MASTIC TO JOIN -�� PIECE "A7. PRE -DRILL THE REQUIRED NUMBER OF 1/4'0 HOLES THROUGH BOTH PIECES OF RUN OF MASTIC UNDER CONTINUOUS SEALING RUN OF ROOF FLASHING BUT NOT BACKUP FLASHING. SLIDE PIECE B'�BACK AND APPLY TAPE MASTIC TRW -15.2 ROOF TO WALL FLASHING MASTIC UNDER ROOF TO WALL FLASHING AND BACKUP FLASHING ON PIECE A AS SHOWN. LAP PIECE Ir OVER PIECE A BEING TAPE MASTIC CAREFUL TO ALIGN .HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG TAPE MASTIC 3/4 TM ROOF CONDITION. OTES 3/4 TM FL04 SECTION THROUGH ROOF FLASHING LAP GENERAL N RC35A FLASHING LAP FL06 UNIVERSAL ROOF TO WALL FLASHING FL05 ROOF TO WALL FLASHING AA LONG SPAN, STANDING SEAM & LOC SEAM AA AT RAKE CONDITION AA AT HIGHSIDE CONDITION AA REVISIONS MADE CKD DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA NO.. REVISIONS MADE CK'D DATE ENGR DATE NO. STATUS FL04AA & RC35W OMITTED FL02AB ADDED FL02BA [*] FOR CONSTRUCTION DRAWN BY: THG 12-1-97 STANDARD FLASHING LAPS 4 GENERAL REVISIONS MCS DWL 3-1-01 [ ] FOR APPROVALCHK'D BY: JKC AMERICAN BUILDINGS COMPANY TAC THG 6-00 [ j FOR PERMIT ONLY 3 ADDED DETAIL RC35AAA [ ] FOR PRELIMINARY OSGN APP BY: REV.NO, 2 OMITTED DELUXE EAVE FLASHING DETAIL TAC THG 3-00 DRAWING. SFL-1.0 NUMBER" 5 5 REV FLO2AA, FL02GA, FL02SA FL038A. FL07AA, FLOSAA, TAC TNG B-17-07 I UNIVERSAL. RAKE, EAVE TRIM REVISIONS TBG THG 11-98 RELEASE NO. TIR.05.2001 CAD BY. .1/470 URETHANE CAUL GTS IXE EAVE FLASHING RIVET ;K GUTTER 1/1i 13LIND RIVET -1 (OUANTITY MAY VARY iI WITH ROOF PITCH): 1167 BLIND RIVET ATI ylj .' X470 URETHANE CAULK o GS 0 URETHANE CAULK POST HUNG DELUXE EAVE FLASHING FLO1 STANDARD GUTTER FL09 FLANGE BACK GUTTER STANDARD FLASHING LAP AA LONG SPAN, STANDING SEAM & LOC SEAM AA LONG SPAN, STANDING SEAM & LOC SEAM FL10AA CORNER FLASHING FCR -LENGTH ///---CORNER FLASHING I / FCRA2-LENGTH 1 vp / OUTSIDE CORNER FLASHING I FI -08 OUTSIDE CORNER FLASHING FI -08 SPAN WALLS AB ARCHITECTURAL WALLS AC NOTES 1. ALL ROOF FLASHING LAPS SHALL BE SEALED WITH 3/4 X 3/16 TAPE MASTIC AND REINFORCED USING BACKUP FLASHING FEB-- (SEE DETAIL RC35AAA). Z. ALL FLASUWS !I BE ONE INCH. I H SHALL 3. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3/16 TAPE MASTIC AND SHALL BE STITCHED .WITH #14 ROOF FASTENERS TWO INCHES ON CENTER. QUANTITY WILL VARY WITH GUTTER SIZE. 4. FOR FLASHING LAPS NOT SHOWN, USE THE FOLLOWING AS A GUIDE; FLASHINGS THAT ARE - EXPOSED TO ROOF CONDITIONS, USE #14 ROOF FASTENERS THREE INCHES ON CENTER. ALL OTHER CONDITIONS USE 1/8 INCH BLIND RIVETS THREE INCHES ON CENTER. FLASHING LAP GENERAL NOTES FI -06 LONG SPAN, STANDING SEAM & LOC SEAM NO. REVISIONS MADE CK'D DATE ED REVISIONS DATE 1 1 REVISED FL09AA & FL10AA YML THG F 11-6-01 i ai' WTE COUNTY Y ■ .� MENT APPROVED DATE DRAWING TATusMInAL SCALE: NONE DATE EUFAULA ALABAMA [*] FOR CONSTRUCTION DRAWN BY: TAC 3-1-01 STANDARDFL [ ] FOR APPROVAL ASHING LAPS ' [ ] FOR PERMIT ONLY CHK'D BY: j [ FOR PRELIMINARY oscN APP BY: AMERICAN BUILDINGS COMPANY DRAWING, REVAN RELEASE NO:TIR.08.2001 CAD BY: NUMBER SFL-2.0 1 EOUNALENT COLLATERAL LOAD FOR PIPE SUPPORTS 20' BAYS 25' BAYS 30' BAYS POINT LOAD AT HANGER STD. Wf. DRY WT. WET WT. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE III N/FT. +zso +250 +250 +250j1 - SIZE 6" 18.97 31.5 8 11 6 8 5 6 315 565 5" 14.62 23.3 6 9 4 7 3 5 233 483 - 4" 10.79 16.3 4 7 3 6 2 5 163 413 3 1/2" 9.11 13.4 4 7 2 5 2 4 134 384 3` 7.58 10.8 3 6 2 5 2 4 108 358 2 1/2" 5.79 7.9 2 6 1 5 1 4 79 329 Y 3.65 5.1 1 5 1 4 1 3 51 301 yB 1 1/2" 2.72. 3.6 1 5 1 4 1 3 36 286 Bu Q�//�,(� Rom ru 1 1�4" 2.27. 2.9 1 5 1 4 1 3 29 279 ! -( y 1NOTE5; 1.68 2.1 1 5 1 4 1 3 21 271. iA il/ BUILDING DEPARTMENT T 1. PIPE HANGERS ASSUMED AT 10' SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN DETAIL SH04/AA. ^ 2. FOR PIPE SUPPORTED AT INTERVALS, VALUES ABOVE MAY BE HALVED. VED 3. PURLIN SPACE ASSUMED BE 5' ON CENTERS. 4. SPECIAL CONSIDERATION SHOULD OULD BE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. AP K 5. 250% LOAD 5 REOVR2E0 BY UBC TO BE APPLIED TO ANY ONE SINGLE SUPPORT IN ADDITION T0. PIPE LOADS. LOADS FOR SPRINKLER PIPE SUPPORTS SH05 AA rT[ F PURLIN PURLIN I L PURLIN PURLIN CLAMP WITHO CLAMP WITHOUT BENT UP OF PUR CLAMP WITHOUT CLAMP WITHOUT NEINFORCING AN E REINFORCING (GLE REINFORCING AN E REINFORCING ANG SPRISPRINKLER SPRINKLE PIPE PIPE SPRINKLE PIPE PIPE PIPE NOT ALLOWED NOT ALLOWED NOT ALLOWED NOT ALLOWED SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06A SPRINKLER PIPE "NOT ALLOWED DETAIL" FSSPRINKLER PIPE "NOT ALLOWED DETAlL" H-0-7—Al CLAMP WITHOUT REINFORCING ANGLE AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURLIN LIP AA CLAMP WITHOUT REINFORCING ANGLE AND BENDING LIP OF PURLIN I AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURLIN LIP AA SCALE: DATE — DRAWN BY: RECOMMENDED SPRINKLER EDPAuu ,CI ALABAMA CHECKED BY: PIPE HANGER DETAILS 1 REMOVED SPECIFIC HANGER INFO TAC THG 10-00 DESIGN APP'D BY: DRAWING REV.NO. NO. REVISION=MADE CK'D. DATE NO. REVISION MADE CK'D.- DATE NO. REVISION MADE CK'D. DATE JISSUED: 12-1-97 NUMBER ° SPH -1.0 I 1 eleose NO. IIK.U'4.ZUUU Tom- � .. �, � 7 " rt PURLIN HANGERS PURUN PURLIN ANGLE ; (TYP. U.N.) (2) X112 STRUCTURAL FASTENERS (L2"x2"x1/8"x3" rt PURLIN OR (2) 1/4"0 BOLTS (FIELD DRILL HOLES AT EACH LONG) rt PIPE - PIPE Q PIPE @, PIPE _ 3/; max. ANGLE LOCATION) PURLIN g/4" mox. I (2) #12 STRUCTURAL FASTENERS OR (2) 1/4"0 BOLTS (2) #12 STRUCTURAL FASTENERS .A PURLIN ANGLE' (L2"x2"xl/8•'x6" )NG) (FIELD DRILL HOLES AT EACH CLAMP OR (2) 1/4"0 BOLTS (FIELD DRILL HOLES AT EACH TYP. I/B I I I � PURLIN ANGLE LOCATION) ANGLE LOCATION) I � I "A I I ANGLE' f PURLIN 3/8"0 ROD HANGER (L2"x2"xi/8"z6" LONG) - 3/8•'0 ROD HANGER { PURUN 7/16"0 HOLE I. "B" (FIELD DRILL) ANGLE rt PURLIN SPRINKLER (L3"x3"x3/16"x LENGTH) __ _____ ----- --_-- --- - SUPPORT ANGLES _ — (�• U.N.) rt PIPE PIPE rt PURLIN • MAY BE OMITTED WITH HANGER LOADS 50 LBS. NOTE: PURLIN UP MUST NOT • MAY BE OMITTED WITH 3/870 ROD HANGER 1/2 1/4 1/4 .Ir 1/4 1/4 1/2 OR LESS. BE DISTORTED. SPRINKLER HANGER LOADS 50 LBS. eAr BAY BAY 1/2 BAY BAY BAY BAY NOTE: SPRINKLER PIPE OR LESS. PURLIN LIP MUST NOT PIPE BAY SPACING BAY SPACING BAY SPACING BE DISTORTED. SECTION "B—B" SECTION "A—A SECTION "A—A" RIGGIIDE FRAME RIGID SPRINKLER PIPE HANGER DETAIL AT PURLINS SH01 ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SH02 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINSFS—H-0 3 TYPICAL SPRINKLER PIPE LAYOUT SH04 AA I AA AA I AA EOUNALENT COLLATERAL LOAD FOR PIPE SUPPORTS 20' BAYS 25' BAYS 30' BAYS POINT LOAD AT HANGER STD. Wf. DRY WT. WET WT. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE III N/FT. +zso +250 +250 +250j1 - SIZE 6" 18.97 31.5 8 11 6 8 5 6 315 565 5" 14.62 23.3 6 9 4 7 3 5 233 483 - 4" 10.79 16.3 4 7 3 6 2 5 163 413 3 1/2" 9.11 13.4 4 7 2 5 2 4 134 384 3` 7.58 10.8 3 6 2 5 2 4 108 358 2 1/2" 5.79 7.9 2 6 1 5 1 4 79 329 Y 3.65 5.1 1 5 1 4 1 3 51 301 yB 1 1/2" 2.72. 3.6 1 5 1 4 1 3 36 286 Bu Q�//�,(� Rom ru 1 1�4" 2.27. 2.9 1 5 1 4 1 3 29 279 ! -( y 1NOTE5; 1.68 2.1 1 5 1 4 1 3 21 271. iA il/ BUILDING DEPARTMENT T 1. PIPE HANGERS ASSUMED AT 10' SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN DETAIL SH04/AA. ^ 2. FOR PIPE SUPPORTED AT INTERVALS, VALUES ABOVE MAY BE HALVED. VED 3. PURLIN SPACE ASSUMED BE 5' ON CENTERS. 4. SPECIAL CONSIDERATION SHOULD OULD BE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. AP K 5. 250% LOAD 5 REOVR2E0 BY UBC TO BE APPLIED TO ANY ONE SINGLE SUPPORT IN ADDITION T0. PIPE LOADS. LOADS FOR SPRINKLER PIPE SUPPORTS SH05 AA rT[ F PURLIN PURLIN I L PURLIN PURLIN CLAMP WITHO CLAMP WITHOUT BENT UP OF PUR CLAMP WITHOUT CLAMP WITHOUT NEINFORCING AN E REINFORCING (GLE REINFORCING AN E REINFORCING ANG SPRISPRINKLER SPRINKLE PIPE PIPE SPRINKLE PIPE PIPE PIPE NOT ALLOWED NOT ALLOWED NOT ALLOWED NOT ALLOWED SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06 SPRINKLER PIPE "NOT ALLOWED DETAIL" SH06A SPRINKLER PIPE "NOT ALLOWED DETAIL" FSSPRINKLER PIPE "NOT ALLOWED DETAlL" H-0-7—Al CLAMP WITHOUT REINFORCING ANGLE AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURLIN LIP AA CLAMP WITHOUT REINFORCING ANGLE AND BENDING LIP OF PURLIN I AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PURLIN LIP AA SCALE: DATE — DRAWN BY: RECOMMENDED SPRINKLER EDPAuu ,CI ALABAMA CHECKED BY: PIPE HANGER DETAILS 1 REMOVED SPECIFIC HANGER INFO TAC THG 10-00 DESIGN APP'D BY: DRAWING REV.NO. NO. REVISION=MADE CK'D. DATE NO. REVISION MADE CK'D.- DATE NO. REVISION MADE CK'D. DATE JISSUED: 12-1-97 NUMBER ° SPH -1.0 I 1 eleose NO. IIK.U'4.ZUUU Tom- � .. �, � 7 T. Head and understand all reference material. 2. 'Select location of door unit in buI•lding. 3. Cut frame aeening in wall sheet. �9AB Door Width +1' minimum and door height +1/2 minimum above Finished floor. An opening should be cut in the base angle equal to door Width then notched 2' each side at door jamb locations. 4. Lay all plate and mark holes for anchoring. JM= 5. Remove will plate and drill holes in slab. 6. Appy caulk on slob edge. Replace sill plate over holes and anchor With masonry ..anchors (by others) to Finished floor of banding. litQ�'le1B 7. Determine Which Way the door Is to swing (door leaf and frame are non-honded and can be installed to swing Bather way). Attach door jombe to header using (4) /12x3/4' HHSTS screws provided in door package. jy)?QjaB S. Place door jambs over dips on all plate and tip into place into wall from the inside of the building. 9. Learvinq the tap two screws out on loch side. attach jamb retainers to door jambs with 12x3/4' HHSTS screws provided in frame package. WOO 10. Attach girt anchors at the top of each jamb over jamb retainers and loosely fasten with (4) /12x3/4' HHSTS scram. j�pZEB 11. Position and plumb frame. Adjust girt anchor at the top of each jamb tight to horizontal girt and tighten screws. 12. Re -check plumb and aitch both girt anchors to girt With (4) /12x3/4 HHSDS screws. Attach optional girt clip or diagonal bracing as required. WDD4AB or ](tQ47aB 13. Attach door sweep into recessed eiamel in bottom of loot using (4) N2x3/4 HHSOS screws. 14. Hong loaf and ro-cheek plumb. For stabiNty, install (1) /12x3/4 HHSDS screw in the 1/4 •.hole located in the canter of the girt anchor, just above the slots.. 15. Install threshold. door Ieof and any miscellaneous hardwore. WD07AB 16. Safety should be practiced at oil tunes during door installation. PERSONNEL DOOR ERECTION PROCEDURES WD71 ARCHITECTURAL NI, ARCHITECTURAL Y RIB hep LONG SPAN IN PANEL WALLS S JAMB RETAINER ADAPT iORa ATTACHMENT TO DOORJAMB RETAINER AS OWN FLOOR MASONRY ANCH (BY OTH S -v • SILL PLATE LD Vey NI APPLY TAPEppSFEALER UNDERNEATH ATH SpHp�LyN�AFT IN ALLA OF THIZVHO DA PE MODPIDICULAR WWEATHDO� BS TO FORM NO. 5 I REV WD: 71AA, 03AB, 01AB, 09AB. 07AB, IIAB, MASONRY (BY OTHL �3 ALIGN THIS PORTION OF SILL PLATE WITH EDGE OF CONCRETE BUTYL CAM OMITTED FOR CLARITY PRECMRKft EACH WORKER Sn01RD FF T m USE THE SAFEST AND MO PRODUCTIVE EAECIgM TECHIN JAMA JAMB CLIP CL -3 OPTIONAL OR CLIP SILL PLATE _ (SEE DETAIL SLOTS FOR�i �;do /) FOR FINISHED FLOOR THRESHOLD ~ SILL PLATE r 2' 3'-0' (3070) 11 2' EXTERIOR EDGE OF FINISHED FLOOR 5'G,y 4'-0' (4070 11/4'0 SUM. CAULK ye ' r 6'-0' (6070) w•e, , PERSONNEL DOOR SILL PLATE SETTING WD03 PERSONNEL DOOR FRAMING LAYOUT WD01 ARCHITECTURAL NI. ARCHITECTURAL Y RIB AND LONG SPAN III WALLS AB ARCHITECTURAL it. ARCHITECTURAL Y RIB AND LONG SPAN III PANEL WAILS AB COMER CONNECTION DETAIL • ITEMS PACKAGED WITH DOOR Fl SUPPLIED BY DOOR VENDOR. RETAINER NOTE- ANGLE OTEANGLE GA -1 AS SHOWN IN THE ASSEMBLY DETAIL AT LEFT, IS USED FOR DOOR BRACING ONLY AND IS NOT REOUIRED IF OPTIONAL GIRT AT 3'-6' LOCATION IS REOUIRED. SNRIY PRECNrgrk AMERrM Buaa.aos COIem11/ NELa1.E146 TINT ALL uroRldRs WEAR sm toE sauoEs m Gena. ETE PRdTEf,TION WALL PANEL INSIDE CLOSURE HEAD FLASHMG--l' FDH2-3.4 FOR 3070 DOOR FDH2-6.4 FOR 6070 DOOR GIRT WALL MAIN FASTENER(S) /12X1 1/4 SDHCW 1'-0' O.C. DOOR HEADER S:=; WENT ETAL iS Wall Shuts+ EDri_t NOTE 1. NOTCH PANELS AS REOUIRED FOR INSTALLATION OF HEAD FLASHING. 2. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS. NIBBLERS OR OTHER CURING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. I 3070 PERSONNEL DOOR PANEL OPENING W509 ARCHITECTURAL B. ARCHITECTURAL Y RIB, LONG SPAN NI AND MULTI -RIB PANEL WALLS I AB SAFETY PREI'NIIIOIk hatcmrx moles ran TE PukaPaaY 011010110101OO Nan haE nECnekx Eaurior WhsIE SWWeIr all WEr suxPAras �SIRlXI 1/4 S" Sy /1 1SIRICWA/4 SDHH c JAMB «,P in SECTION THROUGH PERSONNEL DOOR HEADER I WD11 PERSONNEL DOOR JAMB DETAILS AT OPTIONAL GIRT WD04 ARCHITECTURAL NI, ARCHITECTURAL Y RIB, LONG SPAN IN AND MULTI -RIB WALLS AB ARCHITECTURAL IN, ARCHITECTURAL Y RIB AND LONGSPAN PANEL WALLS LAB JAMB WADNGSPAN PANEL DOOR JAMBS -r WALL FASTENER DOOR JAMB - /12X1 1/4 SDHCW WALL FA3 2'-0' O.C. ® /12X1 1, sere 2'-0' 0.1 1/2'min. PANEL FLASHING ITEC ALT_ SECTION THRU FJ758—lENGTft�, PoB I JAMB W/ARCH_ PANEL Q'. DOOR JAMB �whww WALL FASTENER s� /12X1 1/4 SDHCW �Fa FAS 2'-0* O.C. �'-I- 1 1 cur tn .�o.I J7REO08 xv FEARER- U min. VW. J \JAMB FLASHING — MEL FJ158-LENGTH SECTION THRU .IAMB W/ARCH_ Y RIB PANEL DOOR JAMB -,,•r �a�uIT�I (SEE NanE) l.. -.:. �• � OF • a :' � � MULTI -RIB PANEL JAMB FLASHI 1/2'"I azxs/ /. BASF DETAIL PANEL B FLASHING FJ158-LENGTH J1A5-LENGTH - - FJJ15B-LENGTH SECTION JAMB W /MULTI THRU F' -RIB PANEL .. SECTION THRU am WI 4 ts" FASI0E11s ASSEMBLY DETAIL FOR NON—HANDED PERSONNEL DOOR FRAME FW—DO--71 SECTION IAMB w/ARCH. THRU PANEL SAFETY PROMMAIM JAMB ARCH. Y RIB PANEL PERSONNEL DOOR JAMB FLASHING DETAILS F W510 SECTIDIt A-A'MAS ARCHITECTURAL IN, ARCHITECTURAL Y RIB AND LONG SPAN IN PANEL WALLS A PWnM Mahe TM ENHN MTM LYE ARCHrrwlu AL IN, ARCHRECRIRAL Y RIB, LONG SPAN In AND MULTI -RIB PANEL WALLS AB Optmaw OUNL BECIMC MADE CII DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA3 OMIT WD0 AC, WD71AD. WDOI WDo6ABa WD02AB REV WD03AB TAC THG B-00 STATUS INSTALLATION DETAILS FOR WD04AB & WD07AB AIDED wo09A6, WD71AA, WDIOAS a WD11AB [*] FOR CONSTRUCTION DRAWN BY: (]TOR 12-1-97 ARCHITECTURAL AND LONGSPAN 2 REVISED WD71AD,. WD06AB h WD07AB TAC THIS 6-00 (] FOR PERMIT ONLY CHWD BY: BU PANEL WALL AMERICAN BUI DIGS COMPANY B. IOAB TAC THG- -- .. WDOIAB, WD03A6, W004AB, WDO2AB TAC TMG 3-00 [ ]FOR PREiRtR►ARI DSGN APP BY: DRAWING. RLv.No - — _ - ^ — - --- --------- — r ... r u .. ... WAD -1.0 Th _ - DIM 'A = V-4" STD. (MAY VARY) FIEI FOF FRP BA' (VA F F F NGLE i) 4 5/8" (6) STRUCTURAL FASTENERS 012X1 1/4 SDHH GIRT CLIP CL -3 STRUCTURAL BOLTS 1/2"0 X 1 1/4" A325 J _________----- U-4 --- __------- JAMB I�DOOR WIDTH 1 ,OR WIDTH . BUTTON HEAD BOLTS REQUIRED ffffff�� r ---III AT STRIP WINDOW FRAMED OPENING KEY OFOA FRAMED OPENING KEY OFOB JAMB TO GIRT CONNECTION OF01 JAMB TO GIRT CONDITION AA JAMB TO EAVE STRUT AA AA EAVE STRUT 9sen PBWAunow. OO MOT tTE!P 91 OR CLYB ON TAIL . FASTENERS IH STRUCTURAL BOLTS 1/2"0 X 1 1/4' A325 -a JAMB TO EAVE STRUT CONNECTION O A AA (6) STRUCTURAL FASTENERS — CLIP pns a &K SwAnt mm lO #a" !. FOR JAMB CLIP ATTACHMENT CL -3 TO TM PRECAUTION WAY RESULT N A /72X1 1/4 SDHH CL -10 (t2" JAMBS) " KAM JAMB I -i ¢ ¢ JAMB /Er (2"BSJAMBS CUP STRUCTURAL FASTENERS 3 3 3 718" (12" JAMBS) ( ¢ /8' (9 1 / ) CL -4 12" JAMBS) FOR GIRT ATTACHMENT¢ ¢ ¢ STRUCTURAL BOLTS BUTTON HEAD BOLT TO V¢ ¢ #12XI STRUT1/4 SDHH ¢ ¢ I I 1/2"0 X 1 1/4 A325 1/8" - AT EXPOSED HOLE LOCATION 1'-0" O.C. STAGGERED i i /2"0 ANCHOR BOLTS JCL -AMB Ir JAMBS)UP 7/� GIRT 1 JAMBS ONLY (BY OTHERS) ¢ ¢ (( 1 ¢ ¢ CL -8 (9 1/2" JAMBS HEADER CL -9 2 PLACED BAC I TO BACK FOR 12" ¢ p / ¢ i i p JAMBS) . 4 5 8" I RUN GIRT FULL BAY LENGTH AND `.� '� (BASE ANGLE ) ATTACH TO EAVE STRUT BRACKET ¢ ¢ O BUTTON HEAD BOLTS p �( ELD NOTCH ------ IN ORDER TO REINFORCE EAVE i 1/2"0 X 1" ¢ STRUT AT FRAMED OPENING. _ ¢ ¢ ¢ STRUCTURAL BOLTS ¢ BUTTON HEAD BOLTS ¢ CLIP i I 1/2"0 X 1' A307 I 1/2"0 X 1 1/4" A325 CL -3 ¢ ¢ i i (4)STRUCTURAL FASTENERS ¢ ¢ 12XI 1/4 SDHH ' STRUCTURAL BOLTS 1/2"0 X I 114' A325 ¢ I FRAMED OPENING JAMB " --------------------- ¢ _ ((( WALL PANEL ¢ ¢ JAMB JAMB (((SQUEEZE CUP ¢ ¢ FIELD CUT AND FIELD DRILL GIRT - JAMB CL -8 �9 17 SJAMBS) AT FIELD LOCATED FRAMED OPENINGS CL -9 2 P D BACK TO BACK OR 17 JAMBS) JAMB TO EAVE STRUT CONNECTION WITH REINFORCING GIRT OF06A HEADER TO JAMB CONNECTION OF21 GIRT TO JAMB CONNECTION OF16 JAMB BASE CONNECTION OF11 AA AA I AA AA f i A FIELD DRILL 9/16'0 HOLES EAVE STRUT AT GIRT & ATTACH CLIP WITH EDGE OF GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS (2) STRUCTURAL BOLTS W/WASHERS -- --- '-------- - SLAB 1/2"0 X 1 1/4' A325 3• �4 g/g' ATTACH REINFORCEMENT GIRT - — - — - - — - — - — - — - - 1. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND GIRTS AS SUPPORT GIRTS TO EAVE STRUT WITH 2 1 i 3' 2 t/2" REQUIRED. STRUCTURAL FASTENERS 1 3/8" A DOOR WIDTH 1 3/8" ) X1 H SDHH 2. MAXIMUM HEIGHT OF ODOR IS 2'-0" LESS THAN EAVE HEIGHT. ¢ (2) STRUCTURAL BOLTS (TYP. U,N.) (6) EACH END d< (2) 1'-0" O.C. 1/2"0 X 1 1/4" A325 DOOR WIDTH + 2 3/4" - L ¢ _ 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. ¢ FRAMED OPENING CLIP " TYPICAL ANCHOR BOLT LAYOUT (2) STRUCTURAL BOLTS CL -4 (TYP.) 4 5/8" GIRT 4. JAMBS MUST BE LOCATED A MINIMUM OF 1'-0FROM CENTER UNE OF COLUMNS. 1/2"0 X 1 1/4' A325 Ir i FIELD DRILL 9111rill HOLES ¢ o i AT GIRT k ATTACH CLIP WITH ¢ STRUCTURALHEADEF2 GIRT CLIP P 2 1 2" 3' GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS --'- L GL -4 a ----- w i (2) STRU I 11,1 BOLTS srRucruRAL BOLTS ___a t/2"m x 1 1/a A325 2 PER CONNECTION (2) STRUCTURAL BOLTS ¢ 1" FINISH FLOOR1/2"0 X 1" BHB 1/2"0 X 1 1/4' A325 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD GIRT 6 la STRUCTURAL JAMB U (2) STRUCTURAL BOLTS ¢ ¢ FINISH GRADE CUTTING. 1/2"0 X 1" BHB I I STRUCTURAL JAMB 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. ANCHOR BOLTS NOT BY A.B.C. 112"0 ANCHOR BOLTS ¢ FINISHED FLOOR ¢ ¢ (NOT BY A.B.C.) SECTION "A -A ! u. FRAMED OPENING ANCHOR BOLT DETAIL OF61 FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 TYPICAL HEADER AND JAMB CONNECTIONS OF95 JAMB TO T� it�l� ITH REINFORCING GIRT OF96 AA I AA STRUCTURAL FRAMED OPENINGS AA_ _ STRUCTURAL L AD WOPENIMS 9'W N I I AA . . 5 REVISED OF95AA YML THG 3-00 SCALE: DATE � °'+' " 11A 4 REVISED OF91/M REIM OF92/M ADDED OF95/M k OF96/M MCS THG 5-99 ;^ _ lu , ALABAMA 3 REVISED DRAWING NUMBER CKJ THG 11-98 DRAWN BY: OVERHEAD DO , FEi f , IL 2 REVISED DETAIL OF21/AA CKJ THG 4-98 CHECKED BY: ¢r., 6 REVISED OF77/AA MCS THG 6-00 t REVISED OF16/AA, OF06/AA REMOVED OF93/AA KMG THT — G 2-98 DESIGN APP'D BY: DRAWING REv.ND N0. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE N0. REVISION MADE CK'D. DATE ISSUED: 12-1-97 NUMBER WAO-1.0 8 Releose No. TIR.02.2000 ------ -__. _._._.-- — ----- --- --_—- -_ SECONDARY BOLTS 1/2 -OX 1 1/4' A325 HEADER COVER FLASHING FOCF8—LENGTH WALL MAIN FASTENERS) 112X1 1/4 SDHCW 2 -0' O.C. COVER FLASH FOCFB-LEN( SAFETY PMSHOULD t A MOVES WHEN HANDLING ICK LM,n Waw I W JAMB FLASHING i 1 1 (SEE 0 All B I JAMB FLASHING ^ 1 WW1 FL' $ i 1 BUTTON HEAD BOLTS (SEE 1F7f92 AS 1 I 1/2-0 X 1' A307 FJ15B—LENGTH WALL PANELWALL PANEL HEAD FLASHING 1 i • FINISHED1 COVER FLASHING (OPTIONAL) { WALL MAIN FASTENER(S) FLOOR 12X1 1/4 SDHCW WALL PANEL JAMB • LONGSPAN WALL PANEL SHOWN 2 — O.C. I MULn—RN PANEL SIMILAR DOOR WIDTH 1 I SHEETING AND FLASHING ELEVATION OTOA SECTION AT HEADER AND COVER FLASHING o_T2 1-1 SECTION THRU FRAMED OPENING JAMB _ _ OT26 SECTION THRU FRAMED OPENING JAMB OT26 ARCHRECWRAL IN. ARCHRECTURAL Y RIB, OR LONG SPAN II WALLS I AB I I AB LONG SPAN IN OR MULTI—RIB PANEL WALLS I AB ARCHITECTURAL IN PANEL WALLS I AC SME" PFArA um Waama sllo - Aulm Law aa4s w I/uoulc Iww SasAMS Wml Slww N11GF5. i DOOR WIDTH HEAD FLASHING SCHEDULE HEAD COVER FLASHING SCHEDULE 8' HEADERS 9 1/2- HEADERS 8'-0' 1 PIECE FDH2-8'-3' 1 PIECE FOCF8-8'-6' 1 PIECE FOCF95-8'-6' 10'-0' 1 PIECE FDH2-10'-3' 1 PIECE FOCF8-10'-6' 1 PIECE FOCF95-10'-6' 12'-0' 1 PIECE FDH2-12'-3' 1 PIECE FOCFB-12'-6' 1 PIECE FOCF95-12'-6' 14'-0' 1 PIECE FDH2-14'-3' 1 PIECE FOCFB-14'-6' 1 PIECE FOCF95-14'-6' 16'-0' 2 PIECE FDH2-8'-3' 2 PIECE FOCFB-8'-6' 2 PIECE FOCF95-8'-6' 18'-0' 2 PIECES FDH2-9'-3' 2 PIECES FOCFB-9'-6' 2 PIECES FOCF95-9'-6' 20'-0' 2 PIECES FDH2-10'-3' 2 PIECES FOCFB-10'-6' 2 PIECES FOCF95-10'-6' 22'-0' 2 PIECES FDH2-11'-3' 2 PIECES FOCFB-11'-6' 2 PIECES FOCF95-11'-6' DOOR HEIGHT JAMB FLASHING SCHEDULE ARCHITECTURAL LONGSPAN AND MULTI -RIB 8'-0' 2 PIECES F050-8'-1 1/2- 2 PIECES FJ15-8'-1 1 2' 10'-0' 2 PIECES FJ15B-10'-1 1/2- 2 PIECES FJ15-10'-1 1/2- 12'-0" 2 PIECES FJ15B-12'-1 1/2- 2 PIECES FJ15-12'-1 1/2- 2'14'-0' 14'-0' 2 PIECES FJ158-14'-1 'f 2 PIECES FJ15-14'-1 1/2- 16'-0' 1 4 PIECES FJ15B-8'-1 2 4 PIECES FJ15-8'-1 1/2' 18'-0' 4 PIECESFJ158-9'-1 1 2' 4 PIECES FJ15-9'-1 1/2- 20'-0' 4 PIECES FJ15B-10'-1 1 2' 4 PIECES FJ15-10'-1 1/2- 2'22'-0' 22'--G' 4 PIECES FJ15B-11'-1 1/2- 1 4 PIECES FJ15-11'-1 11/27 DOOR HEIGHT JAMB COVER FLASHING SCHEDULE 8' JAMBS 9 1/2' JAMBS 8'-0' 2 PIECES FOCF8-8'-0' 2 PIECES FOCF95-8'-0' 10'-0' 2 PIECES FOCFB-10'O' 2 PIECES FOCF95-10'O" 12'-0' 2 PIECES FOCFB-12'O" 2 PIECES FOCF95-12'-0' 14'-0' 2 PIECES FOCFB-14'W 2 PIECES FOCF95-14'-0' 16'-0'4 PIECES FOCF8-8'-1 1/2- 4 PIECES FOCF95-8'-1 1/2- 18'-0' 4 PIECES FOCFB-9'-1 1/2- 4 PIECES FOCF95-9'-1 1/2- 20'-0' 4 PIECES FOCFB-10'-1 1 2' 4 PIECES FOCF95-10'-1 1/2' 4 PIECES FOCFB-11'-1 1/2Z 4 PIECES FOCF95-11'-1 1/2 I HEAD AND HEAD COVER FLASHING SCHEDULE r 0T91 I JAMB AND JAMB COVER FLASHING SCHEDULE OT92 ARCINTEM CIURAL . ARCWrECNRAL V RIB. LONG SPAN M AND MULTI—RIB PANEL WAIS AB ARCINIECRXIA. IN. ARCFITECRIRAL Y RN. LONG SPAN IN AND muLTI—me PANEL WALLS I AB 1 i) Y RIB PANEL SECTION THRU FRAMED OPENING JAMB OT26 ARCHITECTURAL V RIB PANEL WAIS I AV 1 NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE ICD DATE MR DATE DRAWING SUBMITIAL STATUS SCALE. NONE DATE OVERHEAD DOOR FLASHING DETAILS EUFAULA AT AA<,YL fg:Q" AMERICAN BUIINGS COMPANY ID 4 REVISED OTOAAB. OT21AB. OT26A3. OT26AC. OT91AB R OT92AB; YML THG 3-15-02 t*] FOR coNsrn<'c"°" [ ] FOR APPROVAL I ] FOR POW ONLY t ] FORPRDLMNARY oclr•CV un TIP I XVM DRAWN er. 12-1-e7 ADDED ��� 3 REVISED DRAWING NUMBER CKJ THG 11-98 CHK'D BY. 2 REVISED oT21Ae. or26Ae AND 0726Ac CKJ TING 6-97 w_ DVLIQM rrrul rn71Aa IV1 ia_an DSGN APP BY. rAn ar• DRAWING. NUMBER' WAO-2.0 REV.NC. 4 WINDOW .OPENING SIZE SIZE A 8 C I 3-10• I 7'-10• 11'-10' 2 WSIZEINDOW 1 OPENING SIZE A 8 C 4' X 4' 3'-10" S' -10' I,1'-10' UVL NING DETAIL SLIDE IN JAMB EXTENSION HW -597 I— STRUCTURAL FASTENER #10 X 1/2 STHH 1'-0' O.C. SLIDE IN JAMB EXTENSION (TYP.) WINDOW JAMB HW -597 SNAP -IN JAMB TRIM (TYP.) OUTSIDE TYPICAL SECTION THRU MULLION 3'X3', 4'X3', 4'X4' AND 6'X4' WINDOW SECTIONS WN01 LONGSPAN PANEL AB N0. REVISION MADE CK'D. DATE Release No. TIR.02.200D I WINDOW OPENING: 1. SHEET WALL IN NORMAL WINNER. CUT WINDOW OPENING AFTER WALL PANELS ARE ERECTED. 2. AT DESIRED WINDOW .LOCATION. CUT OPENING AS SHOWN BELOW MID ON WN01. WINDOW INSUUATIOW . 1. SLIDE THE JAMB EXTENSION (HW -595 :FOR ARC2 OR 14W-597 FOR LSP) INTO THE CORRECT GROOVES ALONG THE OUTSIDE OF THE WINDOW JAMBS (IYPIC.AL SECTION THRU JAMBS). 2. INSERT WINDOW INTO OPENING. BOTTOM FIRST. FROM INSIDE OF BUILDING. 3. SECURE WINDOW IN THE OPENING WITH WALL FASTENERS A7 1'-0' ON CENTER .ALONG 'JAMBS AS SHOWN (TYPN;AC SECTION T1 JAMBS). SECURE WINDOW SILL W17H WALL FASTENERS AT 7'-0" O.C. AND WINDOW HEAD MIDI WALL FASTENERS A7 1'-0' O.C. A$ SHOWN (TYPICAL SECTION 7HRU HEADER AND SILL). AT MUUEp. JAMBS. STITCH JAMB EXTENSIONS TOGETHER AS SHOWN (TYPICAL SECTION THRU MULLaN). 4. CAULK WINDOW AT HEADER, SILL. AND JAMBS AS REQUITED TO WEATHER PROOF. 5. INSULL SNAP -IN JAMB TRIM AS SHOWN NITER WINDOW INSTALLATION 5 COMPLETED. JAMB TRIM AT MULLED WINDOWS NIST BE MSTAD.Ep BEFORE JAMB EXTENSIONS ARE FASTENED TOGETHER. S. IFFRAMING IS REQLIRED, *WALL AND SECURE WINDOW IN WALLASW STEPS 1 THRU 5 ABOVE BEFORE IRSTMUNG FRMAING. SUPPORT WALL PANEL$ BELOW WINDOW SILL AS REQUIRED UNTIL iRAMINO INST NG-P0N P 15 COMPLLTE, ATTACH WALL PANELS BELOW WINDOW SILL AS SHOWN IN DETAIL WN02/M GENERAL NOTES: I. WINDOW IS SELF FRAMING WHEN INSTALLED AT PANEL LOCATION SHOWN. ANY OTHER LOCATION WILL REQUIRE FIELD MODIFICATIONS AS REQUIRED WAIN SPECK FLASHING FURNISHED BY OTHERS. 2. WINDOW FRAME AVAL41XE IN BRONZE ONLY. 3. WINDOW PANELS ARE INSULATED CLASS. 4. WINDOW SIZES: WINDOW TAB SIZE W 1N/ H TH P X 3'15 ' %!' 1 E 42 1 Ifl gr 6 69 1 5. MULLED WINDOW FLASHING (MWF- ) REQUIRED ONLY AT MULLED WINDOWS. WINDOW MULLED WINDOW FLASHING WIN MULLED WINDOW FLASHING SIZE SIZE G. SUB FRAMING NOT REQUIRED WITH 3'-1 (ECFV.) OW. WINDOW INSTALLATION PROCEDURES WN03 ARCHITECTURAL AND LONGSPAN WALLS AA WINDOW JAMB WINDOW SIZE WALL PANEL, - WALL FASTENER 3' X 3' 5: 1 2' #14 SDHCW STITCH 1 1/i 7-10 1 O.C. 4' X 4' 3'-10 7 WINDOW JAMB 11'-10 1 6' % SNAP -IN JAMB TRIM 3._0• OUTSIDE 1 JAMB i CKJ THG 11-98 CHECKED BY: (3030 WINDOW). REVISED OFOEAA, OF12AA AND OF26AA INSIDE CLOSURE 4'-0" CK'D. DATE NO. REVISION MADE CK -D. DATE 812X1 1/4 SDHH (4030 & 4040 WINDOW) 6•-0' WALL FASTENER (6040 WINDOW) TYPICAL SECTION THRU JAMBS I— STRUCTURAL FASTENER #10 X 1/2 STHH 1'-0' O.C. SLIDE IN JAMB EXTENSION (TYP.) WINDOW JAMB HW -597 SNAP -IN JAMB TRIM (TYP.) OUTSIDE TYPICAL SECTION THRU MULLION 3'X3', 4'X3', 4'X4' AND 6'X4' WINDOW SECTIONS WN01 LONGSPAN PANEL AB N0. REVISION MADE CK'D. DATE Release No. TIR.02.200D I WINDOW OPENING: 1. SHEET WALL IN NORMAL WINNER. CUT WINDOW OPENING AFTER WALL PANELS ARE ERECTED. 2. AT DESIRED WINDOW .LOCATION. CUT OPENING AS SHOWN BELOW MID ON WN01. WINDOW INSUUATIOW . 1. SLIDE THE JAMB EXTENSION (HW -595 :FOR ARC2 OR 14W-597 FOR LSP) INTO THE CORRECT GROOVES ALONG THE OUTSIDE OF THE WINDOW JAMBS (IYPIC.AL SECTION THRU JAMBS). 2. INSERT WINDOW INTO OPENING. BOTTOM FIRST. FROM INSIDE OF BUILDING. 3. SECURE WINDOW IN THE OPENING WITH WALL FASTENERS A7 1'-0' ON CENTER .ALONG 'JAMBS AS SHOWN (TYPN;AC SECTION T1 JAMBS). SECURE WINDOW SILL W17H WALL FASTENERS AT 7'-0" O.C. AND WINDOW HEAD MIDI WALL FASTENERS A7 1'-0' O.C. A$ SHOWN (TYPICAL SECTION 7HRU HEADER AND SILL). AT MUUEp. JAMBS. STITCH JAMB EXTENSIONS TOGETHER AS SHOWN (TYPICAL SECTION THRU MULLaN). 4. CAULK WINDOW AT HEADER, SILL. AND JAMBS AS REQUITED TO WEATHER PROOF. 5. INSULL SNAP -IN JAMB TRIM AS SHOWN NITER WINDOW INSTALLATION 5 COMPLETED. JAMB TRIM AT MULLED WINDOWS NIST BE MSTAD.Ep BEFORE JAMB EXTENSIONS ARE FASTENED TOGETHER. S. IFFRAMING IS REQLIRED, *WALL AND SECURE WINDOW IN WALLASW STEPS 1 THRU 5 ABOVE BEFORE IRSTMUNG FRMAING. SUPPORT WALL PANEL$ BELOW WINDOW SILL AS REQUIRED UNTIL iRAMINO INST NG-P0N P 15 COMPLLTE, ATTACH WALL PANELS BELOW WINDOW SILL AS SHOWN IN DETAIL WN02/M GENERAL NOTES: I. WINDOW IS SELF FRAMING WHEN INSTALLED AT PANEL LOCATION SHOWN. ANY OTHER LOCATION WILL REQUIRE FIELD MODIFICATIONS AS REQUIRED WAIN SPECK FLASHING FURNISHED BY OTHERS. 2. WINDOW FRAME AVAL41XE IN BRONZE ONLY. 3. WINDOW PANELS ARE INSULATED CLASS. 4. WINDOW SIZES: WINDOW TAB SIZE W 1N/ H TH P X 3'15 ' %!' 1 E 42 1 Ifl gr 6 69 1 5. MULLED WINDOW FLASHING (MWF- ) REQUIRED ONLY AT MULLED WINDOWS. WINDOW MULLED WINDOW FLASHING WIN MULLED WINDOW FLASHING SIZE SIZE G. SUB FRAMING NOT REQUIRED WITH 3'-1 (ECFV.) OW. WINDOW INSTALLATION PROCEDURES WN03 ARCHITECTURAL AND LONGSPAN WALLS AA WINDOW JAMB WINDOW SIZE 1 WINDOW -DIMENSION 2 WINDOWS 3 WINDOWS 3' X 3' 5: 1 2' WALL PANEL 1 7-10 1 71'-10 7 7 4' X 4' 3'-10 7 T-10 1 2' 11'-10 1 6' % TAC THG 7-99 DRAWN BY: (6) STRUCTURAL FASTENERS • NOTE : 1. FRAMING IS NOT REQUIRED FOR 3'-0' HIGH WINDOWS IN BUILDINGS WITH 3'-6' INTERMEDIATE GIR 2. SEE FRAMING SCHEDULE FOR APPROPRIATE MARK NUMBERS. WINDOW SUB—FRAMING KEY OFOE AA GIRT SILL TO JAMB CONNECTION >i', 9 1/2• AND 77 SILLS F0F26 5: REVISED OF12AA WALL PANEL 4 REVISED OFOEAA. OF12AA 6-00 TAC THG 3-00 SCALE: DATE 3 REVISED WN02AA TAC THG 7-99 DRAWN BY: (6) STRUCTURAL FASTENERS 1 JAMB i CKJ THG 11-98 CHECKED BY: 1 REVISED OFOEAA, OF12AA AND OF26AA INSIDE CLOSURE DESIGN APP'D BY: CK'D. DATE NO. REVISION MADE CK -D. DATE 812X1 1/4 SDHH WALL FASTENER - MULLED WINDOW /12 X 1 1/4 SDHCW 1'-O' O.C'. FLASHING GIRT CUP _ STRUCTURAL BOLTS (TYP.) CL -4 (tr JAMBS) 1/2'0. X 1 1/47 A325 WINDOW HEAD 4 5/8' FINISHED FLOOR MALI FASTENER- /14 SDHCW STITCH m CLIP BASE ANGLE O O 1'-O" O.C. � 'n _ ----_---- - CL -3 BA -20 WINDOW SILL w W Is - Ir iv +I SUB SILL � GRADE GRADE a . _* I ...•. •'i 1?'. ;. 11 i •': i p' . '� Ila • �'• STRUCTURAL BOLTS • i i . `. i i j• 1/70 X 1 1/4 A325 .. INSIDE CLOSURE - WALL FASTENER I ? II II • BUTTON HEAD BOLTS REQUIRED /12 X 1 1/4 SDHCW , , ! AT STRIP WINDOW. 1'-0' O.C. JAMB WALL PANEL • BUTTON HEAD BOLTS REQUIRED 1/r DIA. ANCHOR AT STRIP WINDOW BOLTS (BY OTHERS) TYPICAL SECTION THROUGH WINDOW HEAD & SILLWN02 JAMB TO GIRT CONNECTION OF01 SUB JAMB BASE DETAIL ARCHITECTURAL AND LONGSPAN WALLS AA OF12 AA AA 1 1/2'0 X 1' A307 BHB -1 SILL URAL BOLTS X 1 1/$ A325 j�►q@p.(Q�j ;12' SILL) BUTTE COUNTY JAMB BUILDING DEPARTMENT 7:77# SILL TO JAMB CONNECTION >i', 9 1/2• AND 77 SILLS F0F26 5: REVISED OF12AA YML THG 4 REVISED OFOEAA. OF12AA 6-00 TAC THG 3-00 SCALE: DATE 3 REVISED WN02AA TAC THG 7-99 DRAWN BY: 2 REVISED DRAWING NUMBER CKJ THG 11-98 CHECKED BY: 1 REVISED OFOEAA, OF12AA AND OF26AA TBG THG 4-98 DESIGN APP'D BY: CK'D. DATE NO. REVISION MADE CK -D. DATE ISSUED: 12-1-97 KOFAUU 4' X 4' & 6' X 4' "a" WINDOW DETAILS FOR LONGSPAN PANEL DRAWING RKV.NO. NUMBER WAW -1.0 5 t WINDOW OPENING SIZE SIRE A 8 C 3' X 3' 1 2'-10' 1 5'-10' 1 8-12 4' X 3' 3'-10' 7'-10' 11'-10' WINDOW1,!PEN OIG SIZE SIZE A C 4' X 4' 3'-10' 7'-10' 11 -10 5-10' 11'-10' OPENING DETAIL SLIDE IN .IAMB EXTENSION HW -595 BI 1 1/4' L , 1 1/4' WINDOW JAMB RP -IN (3030 WINDOW) OIUTSIDE 4'-0 (4030 & 4040 WINDOW) (6040 WINDOW) TYPICAL SECTION THRU JAMBS IWALL FASTEN j14 SDHCW 1'-0' O.C. SNAP -IN JAMB. TRIM (TYP.) OUTSIDE ®iie SLIDE IN JAMB EXTENSION HW -595 V RIB -" (3030 WINDOW) 4'-0 (4030 Sc 4040 WINDOW) 6'-0' (6040 WINDOW) TYPICAL SECTION THRU JAMBS WINDOW JAMB STRUCTURAL FASTENER /10 _x 1/2 STHH 1'-0 O.a SLIDE IN JAMB EXTENSION (TWP.) HW -595 . SNAP -IN J�_ AMB TRIM (TYP.) outslDE TYPICAL SECTION THRU MULLION 3'X3', _4'X3', 4'X4' AND 6'X4' WINDOW SECTIONS —No 171 ARCHITECTURAL IB MID ARCHITECTURAL Y RIB PANEL AC INO.1 REVISIONS MADE I CK'D I DATE EN WINDOW SHEET WALLIN NORMAL YWIER CUT WINDOW OPENING MFF TALI PANELS Ni ERECTED 2. AT DEW" MOM LOCATION, CUT OPENING AS SHOWN EEION AID ON WHOI. WNNOOW NNSTALIATIDN: 1. SLIDE THE .MI6 EXTENSION (NR -SW PoR ARC2 OR HNN-8117 FOR ISP) INIO THE Comm QRDorLs ALONG TIE OU a Tlf WDOOW NL6S (TYRfJIL SECTION TNRU 4A165)• 2. INSERT WINDOW INTO OPDNf BOTTOM FIRST. FROM INSIDE Of BULONf,. & SECURE WIDOW N THE OPFMW WITH WAIL FASTENERS AT V -O' ON CUM ADM .WIGS AS SKM (TYPICAL SECTION THRU OWES). SECURE WIDOW SILL WITH WNL FASTENERS AT T'-0' O.C. AND WNDO1 HEAD WIN WALL FASTENERS AT /'-O' O.C. AS s40WW (TYPK/1L SEaAS INRU TINIER AND W N MULLED .BS SMCHI JN6 ExTENSRaNs TDCEInER SOWN mpocAL SECTION 1HIL1 MULLION). 4. CAULK WINDOW a HEADER SLI.. ANO PAM AS REQUIRED TO WEATHER PROOF. S NSINL SNAP -N 0I6 TRY AS %VW ATTER WNDON NSTNUTION 15 COMPLETED. 4MO 7RN a WILLED WIDOWS MIST BE INSTALLED BEFORE AM EXTENSIONS ARE FASIEN D L IF HWIIG 6 REQUIRED. ISTML AND SECURE WIDOW N WALL AS N SIPS 1 MBI 5 ABOVE EFDRE NSTALUNG FRMIN' SUPPORT WALL PANELS BELOW WIDOW SILL AREQQIIISNDM1S DOW SIL/ISC01I7E7E. ATTACH NAII PANELS ELOR GENERAL NOTM' 1. MIDOW 6S ffI FRAING WREN NSTNIID AT PNIEl. lDfi1110N 5140111. AIN ODER LOC/IT40N ILL RL'OUIIRE FEND INOOI1fA710M5 AS REIXRRED WRM SPECIAL il/L9MG FURNISHED BY ODEA4 2 WIDOW FRNIE AMABLE N TIMM ONLY. 3. WIDOW PNELS ARE MUM GAM 4. WINDOW S ' om 133 jqj 4 X 4'X 4 4'169 1 1 4117109 1/21 4jr 5. HULLED WIDOW RAST" (MRF-) REOUIED ONLY AT MULLED WINDOWS HLlliID WUDOw RA4ILG LLAlID MDDW FLASHING _ 14'X MAF- LA. -4 IL. SUB FIRMING 1401 REOII OD WHIN X-4' (QTY.) GIRT. WINDOW INSTALLATION PROCEDURES WN03 ARCHITECTURAL IN. ARCHITECTURAL Y RIB AND LONG SPAN ■ WALLS I AA WALLPANEL W 'G' DIMENSION 2 WINDOWS 3 WINDOWS 3 X 3 INSIDE CLOSURE S -,O 1 2 WALL TRIM FASTENER(S) 4 X 3 3-10 1 2 AOU, AVPI. LOIN 11'-10 1 2' %14X7/8 SDHCW -Y--1014, 7-10 1 2-1 11-10 1 2 6 X 4 1.-0" O.C. w�r� SCALE: NONE BY: CHK'D BY: DSGN APP BY: MULLED WINDOW rrfa, ,_ : ��r.� �v�r>•rra ��r:' Ic>ill rrmwl9ymEV7x7�45MVt•Faetar rrrsta v� .:!r**�>•r:>, :rr.>.■r�^�xrs>•fafar�^�atilSrrFa r*sr>• FLASHING ulifl-kmilll pa ram rfa ,..-res,. • ixi•,ina ! rrra rfa r�sia>•�v����©a ' WINDOW HEAD : • , ©©� oiv������©� WALL TRIM FASTENER(S) 1.14 WINDOW SILL -0 D.C. rsu SILL TF g( m :1 I G- DIMENSION 4 5/8' WINDOW cm L 'G' DIMENSION 2 WINDOWS 3 WINDOWS 3 X 3 2-10 1 2 S -,O 1 2 8-10 1 2 4 X 3 3-10 1 2 7-10 1 2 11'-10 1 2' _4 X 4 -Y--1014, 7-10 1 2-1 11-10 1 2 6 X 4 • w�r� SCALE: NONE BY: CHK'D BY: DSGN APP BY: i i i i • BUTTON HEAD BOLTS REOUI(ED rrfa, ,_ : ��r.� �v�r>•rra ��r:' Ic>ill rrmwl9ymEV7x7�45MVt•Faetar rrrsta v� .:!r**�>•r:>, :rr.>.■r�^�xrs>•fafar�^�atilSrrFa r*sr>• �..:��... ��rs�y7 rfa ulifl-kmilll pa ram rfa ,..-res,. • ixi•,ina ! rrra rfa r�sia>•�v����©a : • , ©©� oiv������©� WINDOW cm 1 WINDOW 'G' DIMENSION 2 WINDOWS 3 WINDOWS 3 X 3 2-10 1 2 S -,O 1 2 8-10 1 2 4 X 3 3-10 1 2 7-10 1 2 11'-10 1 2' _4 X 4 -Y--1014, 7-10 1 2-1 11-10 1 2 6 X 4 V-10 1/2"1 IV -10 1/2- SCALE: NONE BY: CHK'D BY: DSGN APP BY: . NOTE : 1. FRAMING IS NOT REQUIRED FOR 3'-0' HIGH WINDOWS IN BUILDINGS WATT 3'-6' MRERMEDIATE GIRL 2. SEE FRAMING SCHEDULE FOR APPROPRIATE MARK NUMBERS. WINDOW SUB—FRAMING KEY OFOE AA (6) STRUCTURAL FASTEHER(S) - /12 X 1 1/4 SDHH SECOIII)ARY BOLTS (TYP.) • 1/2 X 1 1/4' A325 GIRTCL-3 8 & 9 T(2-) CL -4 82' JAMB FINISHED FLOOR 3 cu OF26 -4 i .• 4 i 6-•. • i GRADE 8'. 9 1/2' AND 12' SILLS I AA .iii'= ' ii• - SECONDARY BOLTS • DATE NO. REVISIONS s REVISED wNo1Ac, WN03AA wNO2Aa, OFo,AA OF12AA & OF26AA OF12M 4 REVISED OF1 3 REVISED 2AA 2 REVISED DRAWING NUMBER " ': "' '' i i._•�'ir; 1/2 X 1 1/4 A325 / / SCALE: NONE BY: CHK'D BY: DSGN APP BY: i i i i • BUTTON HEAD BOLTS REOUI(ED 3' X 3', 4' X 3', 4' X 4', 6' X 4' WINDOW DETAILS FOR ARCHITECTURAL PANELS EUFAULA ALABAN! AMERICAN BUII�INGS COMPANY DRAWING, ....... RLv.Pk', Elft i Ttb. AT STROP WINDOW. INSIDE AOU.A�O�N I I �'�B �,/2- DIA ANCHOR WALL PANEL • BUTTONPHEAD WINDOW TS REOUIRED BODS BY OTHERS) TYPICAL SECTION THROUGH WINDOW HEAD & SILL _ _WN02 JAMB TO GIRT CONNECTION 0F01 SUB JAMB BASE DETAIL OF12 ARCHITECTURAL II, ARCHITECTURAL Y RIB AND LONG SPAN RI WALLS AA AA AA u BUTTE U rrY BUILDING DEPARTMENT R 1/4aA325 AFFR 0 V En Lf 12 .91119)2' JAMB SILL TO JAMB CONNECTION OF26 8'. 9 1/2' AND 12' SILLS I AA DATE NO. REVISIONS s REVISED wNo1Ac, WN03AA wNO2Aa, OFo,AA OF12AA & OF26AA OF12M 4 REVISED OF1 3 REVISED 2AA 2 REVISED DRAWING NUMBER MADE CK'D YML THG YML THG TAC THG CKJ THG I DATE I ENR I DRAWIG�ARTTAL 3-15-02 CONSTRUCTION DRAWN s-00 FOR FOAPPROVAL 7-99 [) FOR OILY 11-98 [ ] FOR PREUMNARY SCALE: NONE BY: CHK'D BY: DSGN APP BY: DATE 12-1-97 3' X 3', 4' X 3', 4' X 4', 6' X 4' WINDOW DETAILS FOR ARCHITECTURAL PANELS EUFAULA ALABAN! AMERICAN BUII�INGS COMPANY DRAWING, ....... RLv.Pk',