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HomeMy WebLinkAbout20080274- CERTIFICATION & SCHEDULE OF DRAWINGSSCANNED, , BY St. Lucie COUNY AN AMERICAN BUILDING 0 P A-B- lop Kin Safety Commitment Anwimn Buildings Company strongly recommends that safe working conditions and accident prevention practices be the top priority on any job site. Local, state and federal safety and health standards should always be followed to help Insure worker safety. Make certain all amplo/ees know the safest and most productive way of erecting a building. Emergency telephone numbers. location of Poet aid stations and emergency procedures should be known to all employees. Daly meetings highlighting safety, procednes, the use of hard hats, mbbersoke shoes for roof work proper equipment for handling material and safety nets where possible we recommended erection practices. Amgloan Buildings Company intends that these precautions be Interpreted and administered with sound judgment consistent with good eatery praWces. w``: iJi:oau � r4l AMERICAN BUILDINGS COMPANY Your Safety At Work Employee Safety The safety of each employee should be the "Number T requirement at each job site. American Buildings Company strongly recommends that each employee be properly trained and supervised In safe work practices. If you feel that you have not been property trained on safety procedures or are not being property supervised, contact your supervisor. While at work remember: • Work areas should be kept clean and orderly at all times. • Improper tool usage may result in Injury. . Make certain that the correct tad Is available and Issued for each phase of building erection. • Return tools when not In use to their proper places. A firm commitment to employee safety Is the first step In each successful building erection. DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY Rememberl Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. Your Safety At Work Your safety at work depends on tour things: 1. Knowing what the hazards are 2. Knowing how to protect yourself 3. Thinking and acting safely 4. end... Your co-workore Safety Is Your Job This publication will help to Identify some of the hazards and will suggest some Of the ways In which erectors can protect themselves. These guidelines, however, are not conplate and should not be relled upon'm exclustmmo pmhenslvemfetyprocedures. Ultimately. only you can protect yourself by making sure you recognize all of the hazards and by thinking and acting safety. ..And Your Co-workers' Job Since your co-workers' unsafe behavior can endanger you, help them ad safety too. READ AND UNDERSTAND ALL SAFETY PRECAUTIONS Important: If there is something you don't understand, get help from your supervisor. Your Safety At Work Moving or Lilting bads Stay well In the clear of any moving bad. Keep hands and feel dear at all lines. Workers should be trained to correctly locate the points of cable attachment and In the correct and safe operation of lifting equipment. OSHA approved hard hats, steel toe shoes with metatarsal guard and eye protection should be wom at all Umes. Stay In the clear of any tilled bad. Make certain all framing Is properly braced or guyed before UfUng lines are removed. STAY WELL IN THE CLEARI Rememberl Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. Your Safety At Work Correct Tool Usage Male certain the carted bol Is available and used for each phase of building erection. Worker should maintain a firm, sets position when using any tool and a constant awareness of their location to the rod edge. Use approved the -oft. netting or mils when working on roof surfaces. Check wire rope for broken strands, broken wire and kinking. Replace damaged, unsafe rope immediately. Personal protection equipment should always meet OSHA standards. Always wear approved an protection. Electrical tools most be properly grounded. Do not use electrical loss m equipment while standing on wet surfaces. Return tools to their proper place when not In use. Don't allow loons, blocking or materials to become a falling hazard. USE THE CORRECT TOOL FOR THE CORRECT JOB Rememberl Daily meetings highlighting employee safety procedures will reduce the number of employee accidents. Your Safety At Work PANELS MAY BE SLICK Panels may be olled and stick. Oil protects the panel coil stockand finished panels from rust during shipping and storage. Dew, frost many other moisture may cause panels to be slippery. Be certain to wipe panels clean before installation begins. Wear rubber sole work boots. When on the roof, use OSHA approved protection devices such as safety lines, safety nets or a catch platform. UNSECURED PANELS MAY SLIP IF STEPPED ON Employees should be continuously warned to never step on a single unsecured roof panel or a stack of roof panels laying unattached on the pudins. - Secure each and with clamps at appropriate fasteners and place walkboards In the gal of any panels not fully secured to the purllm and supported by panels on each skis. Walkbowde should run to the full length of the panel and be fastened together by drilling a hob near the and of each board and tying U with rope to the next board. (Cut a groove In the bottom of each board so that the board will lib flat and not Up back and forth because of the rope). SAFETY PRECAUTIONS AU safety precautions referred to Uvoughod this publication, all OSHA safety requirements m other customary or statutory requirements must be adhered to In order to maxkntre employee safety. Daily meetings describing sat wok procedures, use of hard hats, rubber sole shoes for rod worn, proper equipment for handling material and edge of rod protection devices ere recommended erection practices. Your Safety At Work SAFETY PRECAUTIONS FOR ROOFING WORK American Buildings Companystrongly recommends that erection employees be continuously trained and retrained In sale and productive work practices. Working on time rod arse In the Installation of rod strudurals. Insulation a rod panels requires proper training, cared equipment and constant alertness to mink dm the danger of tags. Hard hats should be worn on tab sties to prevent injury from (aging objects. Workers should always be aware of trek kmcalbn to the roof edge. Safe work practices on the following erection duties should be carefully reviewed with erection crews prior to beginning each tab. PANEL MAY COLLAPSE IF NOT PROPERLY SECURED Rod panels must be completely attached to the pudins and to panels on elther side before they can be a sate waging surface. Partially attached or unattached panels should never be waged on[ DO NOT: 1. Step on rib at edge of panel 2. Step near crease In rib at edge of panel 3. Step within 5 feel of edge at unsecured panel Roof.. panels must never be used as wok piatiorms. An OSHA approved runway as specified In 'OSHA Safety and Health Regulations for the Construction Industry'should be used for platform work Interpretation American Buildings Campanydlscalms any responsibility for Injuries or damages which may result from the Interpretation and Implementation of these safety and erection practices since time actual erection operations and conditions are beyond American Buildings Companys control. It Is assumed that only emperkenced, knowledgeable erectors with trained crews and proper equipment will be engaged to do the erection. It Is emphasized that American Buildings Company Is a manufacturer of metal building components and Is not engaged In the erection of Its products. Opinions expressed by Amerkan Buildings Company about erection practices are Intended to present only a guide as to how the components should be assembled to create a building. The experience, expertise and skills of the erection crews as well as the equipment available for handling the metal determines the quality of erection and the ultimate customer satisfaction of the completed building. AMERICAN BUILDINGS COMPANY GENERAL FOUNDATION NOTES AND CONCRETE DETAILS ' CERTIFICATION AND SCHEDULE OF DRAWINGS 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 JOBSfTE. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO 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: SHEET NUMBER DATE REV. NO. SHEET NUMBER DATE REV. NO . 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, 1. D + C + L I. METAL BUILDING DEAD LOAD (D) 2• 3.0 Psf COLLATERAL LOAD (C) 2. D + W 3• 20.0 Psf ROOF LIVE LOAD (L) ABC-1 7/24/00 2 ABC-2 7124100 1 MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. S. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL OR WHERE FILL IS USED. THE FILL MUST BE PROPERLY COMPACTED 4• • Psf FRAME LIVE LOAD (L) 5. 115.0 mph WIND VELOCITY (W) AB-1 7124100 2 AB-2 2 - 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. WIND IMPORTANCE FACTOR 1.00 - 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 6. Seismic Data as Follows(SZ): Ac'-U. Av�.U. Seismic Hazard Exposure Group i AB-3 2 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE. LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE ' f1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A f1/8 INCH. TOLERANCE. Seismic Performance Category e. S 2.9. Concentrically braced frames (R=5.-O, Cd=4 1/2), Ordinary moment frames of steel (R=4 1 , Cd=4,,Q),. Equivalent lateral force procedure. Ei-01 2 E-02 2 8. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE t. 4'` ' E-03 2 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. • LIVE LOAD IS REDUCED IN ACCORDANCE WITH THE STANDARD BUILDING CODE, 1997 EDITION, SECTION 1604.6. f, TABLE f 604.6 E-04 2 E-05 2 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS E-06 2 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. NOTES : 1. ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE LOAD OR ROOF SNOW LOAD. E-07 2 E-08 2 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 2. ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS CERTIFIED WELDER USING E70XX ELECTRODES. E-09 2 E- 1 0 2 PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. I 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. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODE. E- 1 1 00 2 STANDARD ERECTION SHEETS s 1 FINISH 1997 Standard Building Code ASW-1.0 DWF-I.0 LOG-2T.0 LSR-8.0 SF5-3.0 SSG-1.0 WAD-I.0 FLOOR 1/2" 0 ANCHOR BOLTS X 6" _ ASW-2.O DWF-2.0 LOC-3.0 LSR-9.0 SF5-4.0 SSG-1T.0 WAD-2.0 BASE ANGLE FASTENER (SEE NOTES /113 & e14) - (NOT BY A.B.C.) (MINIMUM 1/4" 0 CONCRETE -� I I i i BASE ANGLE ANCHOR BOLT S'-O" O.C. II II II II MAXIMUM SPACING OR I I I I - EQUAL B'I OTHERS) ♦7 � I I I i, 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 ASW-3.0 DWF-3.0 LOC-4.0 LSR-10.0 SFL-1.0 SSG-2.0 WAD-3.0 BID-1.0 DWF-4.0 LOC-aT.O LSR-11.0 SPH-1.0 SSG-3.0 WAD-4,0 II II _ 1 I EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A BID-2.0 DWR-1.0 LOC-5.0 LSW-1.0 SPW-1.0 SSG-4.0 WAD-5.0 ^' litPROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY "GENERAL ERECTION GUIDE", BJD-I.0 ECD-1:0 LOC-6T.0 LSW-2.0 SPW-2.0 SSG-5.0 WAK-1.0 r Er 1 3/8" NOMINAL DOOR WIDTH 1 3/8' THE MBMA MANUAL, LATEST EDITION, AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS BJO-2.0 EOH-1.0 LOC-7.0 LSW-3.0 SPW-3.0 SSG-6T.0 WAL-1.0 DOOR WIDTH + 2 3 47' 1/2" 0 ANCHOR BOLTS (SEE NOTES #13 & #14) SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. BJD-3.0 GTD-1.0 LOC-8.0 MDW-1.0 SPW-4.0 SSG-7.0 WAL-2.0 • PRODUCT APPROVALS AND CERTIFICATIONS: BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) 1, STANDARD BUILDING CODE - SBCCI #94100, 12 BASIC STYLES. 2. UNIFORM BUILDING CODE (ICBO) - # FA-285-CARSON CITY, NEVADA PLANT. BPD-1.0 CTD-2.0 LOC-9.0 MDW-2.0 SRO-1.0 SSG-8.0 WAO-1.0 BPD-2.0 LBD-1.0 LOC-10.0 MSW-1.0 SRO-2.0 SSG-9.0 WAO-2.0 3. INDIANA - 12 BASIC STYLES AS BELOW. BASIC MATERIAL SPECIFICATIONS a. M-190860 - SSF d. M-190863 - LT b. M-190857 - LRF, RF, LRF-M e. M-190862 GC. LP2. LP4, LP2-M, LP4-M e. M-190858 - LSS, LSS-M , , 4. WISCONSIN-�1 960032-M;;,13 BASIC STYLES. 5. CITY OF CLEVELAND. OHIO DOCKETS S-52-82. 6. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO & CARSON CITY. 7. AISC QUALITY CERTIFICATION, CATEGORY MB. 8. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. CND-1.0 LBD-2.0 LOC-11.0 PFD-1.0 552-1.0 SSG-10.0 WAO-3.0 PRIMARY FRAMING STEEL STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION ASTM A36 OR ASTM A572 - 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 50 WITH A MINIMUM YIELD OF 55 KSI,. OR ASTM A607 GRADE 55 , OR ASTM A570 GRADE 55 . OR ASTM A529 GRADE 55 . STEEL FOR ALL ENDWALL "C" SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55. CSO-1.0 LFD-1.0 LOC-12.0 RFO-1.0 SS2-2.0 SSG-11.0 WAW-1.0 DEF-I.0 LFD-2.0 LOC-13.0 SDB-1.0 SS2-2T.0 VF4-I.0 WAW-2.0 OLT-1.0 LFD-3.0 LSR-1.0 SED-1.0 SS2-3.0 X VF4-2.0 WAW-3.0 OMF-1.0 LFO-4.0 ISR-2.0- S174-1.0 SS2-4,0 VF4-3.0 WAW-4.0 DND-1.0 LFD-5.0 LSR-3.0 SF4-2.0 SS3-1.0 VF4-4.0 WAW-5.0 STEEL FOR TUBE SECTIONS SHALL CONFORM TO ASTM A500-GRADE B. 9. PLANT CERTIFICATION AT CARSON CITY FOR OGDEN, UTAH. DRB-1.0 L02-1.0 LSR-4.0 SF4-3.0 SS3-2.0 VF5-I.O WAW-6.0 m STEEL FOR PIPE SECTIONS SHALL CONFORM TO ASTM A53-GRADE B. 10. CITY OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CITY PLANT. 1t. CITY OF HOUSTON, TEXAS FABRICATOR APPROVAL #478. DRB-2.0 L03-1.0 LSR-5.0 SF4-4.0 SS3-2T.0 VF5-2.0 cprONOARY FRAMING STEEL 12. STANDING SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS DRF-1.0 LOC-1.0 LSR-6.0 SF5-1.0 S53-3.0 VF5-3.0 STEEL USED TO FORM PURUNS, GIRTS, FAVE STRUTS AND 'C' SECTIONS SHALL MEET.THE PHYSICAL AND CHEMICAL PROPERTIES LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. OF ASTM A570. GRADE 55. STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURUNS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A653 GRADE D AND G 90 COATING DESIGNATION AS DESCRIBED IN ASTM A525. 13. STANDING SEAM II WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 14. LOC-SEAM WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NOS. 93 AS LISTED IN DRF-2.0 LOC-2.0 LSR-7.0 SF5-2.0 SS3-4,0 VF5-a.0 '+ UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. ' ROOF AND WALL PANEL MATERIAL 15. LONGSPAN PANEL WIND UPUFT-CLASS 90 (UL 90) CONSTRUCTION NM 93 AS LISTED IN UNDERWRITERS EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 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. 16. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL CLASS 1-60,I-90 AND 1-120. 17. 24 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL CLASS 1-60. :•• 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 KSI. 18. 24 GA. LONGSPAN HAS MET FACTORY MUTUAL CLASS 1-120. 19. 24 GA LOC-SEAM MODIFIED WITH 3M-VHB TAPE #4950 OR 3/16" BOLTS MEETS CORPS OF ENGINEERS- _ _- = UIOE�P_ECIFICATIONm;07Ai 20. 24 GA STANDING SEAM 360 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. - _ _ - WL=A SPEL-IFIED3F BE �-GAIIGI +EUMINOM IFC=AQ01=GATED'STE COATING=DESIGNATION-A2'SS-CONFORMING-'TO - - - - REQUIREMENTS OF OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 80 KSI. -"THE`CERTIFYINGINEEP HEREWITR=T5 NUT�iRE-ENGINEER - - OF RECORD FOR THE OVERALL PROJECT AND IS ONLY PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55, CONFORMING TO THE REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 50 KSI. BRACE MATERIALS: BRACE CABLES: ASTM-A475, 7-STRAND EHS WIRE CABLE BC4 = 1/a" DI0. BC5 = 5/16' DUI. 21. 24 GA. STANDING SEAM 360 HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. .22. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.03 - 24 GA -STRUCTURAL STEEL 1 3/16" X 36" ARCHITECTURAL 11 WALL PANEL 23. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.04 - 24 GA STRUCTURAL STEEL 1 3/16' X 36- LONGSPAN WALL PANEL 24. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.05 - 24 GA STRUCTURAL STEEL 1 3/16" X 36" CERTIFYING THAT THE DESIGN OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE 1�1 AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION " EXCLUDES THE ERECTION OF THE STRUCTURE. , . BC6 -.3/8" DIA. BCS = I/2' DIA. LONGSPAN ROOF PANEL. I NO. REVISIONS MADE CK'D DATE ENGRI DATE NO. REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL SUS T TA SCALE: NONE DATE CHARLIE'S DODGE -FORT�PIERCEF WETZEL CONSTRUCTION INC EUFAULA ALABAMA ' AMERICAN BUILDINGS COMPANY 1 REVISED DWG SCHEDULE � PETER END 5/30/00 EEHW 6/5/00 2 REVISED DWG SCHEDULE NOW ND 7/24/00 EEHW "I-31-00 ['1 FOR CONSTRUCTION f I FOR APPROVAL DRAWN BY: BAT r/20/00 FOR PERMIT ONLY [ ] FOR PRELIMINARY CHECKED-BY*-DL -1/20/00- DESIGN APPD BY-1 DRAWING. NUMBER' 1 1 161701 ABC-1 REV.NO. 2 CAD BY: XAT 01/13/00 05:57:40 Ver. 13.3 -3 1 ROOF PANELS WALK DOORS ROOF CURB FRAMING RECENT PRODUCT REVISIONS TYPE: S3--_—_ GAGE•24 COLOR: TBE OTY 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 COLOR COMPANY (A.B.C.). DO NOT CUT PURUNS FOR CURB FRAMING UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. ' PAINT WARRANTY _PAS_ WEATHERTIGHTNESS WARRANTY:LIQ— 3070 6070 NL HC WHITE THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000#. — — _ —M —— —_ _--_ —YES —NO —YES —NO — — THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY! UL 90 CERTIFICATION: NO — 3070 6070 —M —NL —HG — __YES —NO WHITE —YES —NO CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. IF SSII: FIXED CLIP:-- SLIDING CLIP: YES — 3070 6070 —M —NL —HG —_ —YES —NO WHITE —YES —NO QTY WIDTH LENGTH SLOPED AT RIDGE 3070 — 6070 —M —NL —HG _ —YES —NO WHITE —YES —NO — -- -- — -- -- -- WALL PANELS • -_-- BASE: 20 _ TYPE: A2P —__—_ GAGE:36 COLOR:jgE M�= FRAMED OPENINGS ROOF CURBS ^ PAINT WARRANTY: KU OTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR COLOR —_—__ li 18 --__ ' 2 _Z-- _2_ _.5' —YES X NO —YES 1iN0 -- -- -- — 8' 18 — — EAVE TREATMENT si__ 6' _—YES X NO _YES X NO Y_ STANDARD GUTTER W/ DOWNSPOUTS _ FT O.C. (MAX) 1— 6'4' 7'r —YES X NO —YES %NO , SKYLIGHTS / WALL LIGHTS FLANGE BACK GUTTER W/ DOWNSPOUTS __—_ FT O.C. (MAX) -- -- -- —YES —NO —YES —NO --__ TRANSLUCENT SKYLIGHTS QTY:-- SIZE:—_— TRIM:—_ __— SIMPLE EAVE TRIM _ —YES —_NO —YES —NO TRANSLUCENT 4' 5' WALL LIGHTS QTY:-- -- DELUXE EAVE TRIM -- —YES —NO —YES —NO ICE AND SNOW TREATMENT NO:--- -- --- —YES —_NO —YES —NO _ FACA _X_ ROOF TO HALL FLASHING _—YES —_NO —YES —NO CLEAR CORNER _X_ TRANSITION FLASHING — _ TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT —YES —NO —YES —NO _ • TRIM COLORS — — _—YES — No —YES —NO — ---- -- — --- --- RAKE TRIM: GUTTER / EAVE: Tff—_ _JHE-- FACIA PANEL TYPE --- GAGE: COLOR: TRIM COLOR: DOWNSPOUTS: TBE— FRAMED OPENINGS:—_— WINDOW SOFFIT PANEL TYPE: _ GAGE: —_ COLOR: _---_ TRIM COLOR:---_ CORNER: TBE-- BASE TRIM: TBE—__ SELF —FLASHING THERMA—PANE GLASS, BURNISH SLATE BACK PANEL TYPE _ GAGE: —_ COLOR: _---_ TRIM COLOR:_ MISCELLANEOUS: QTY WIDTH HEIGHT LINER TRIM LINER TRIM COLOR �!: PRIMER COLOR -- _—YES —NO —_ CANOPIES :_ RED OXIDE: X GREY—_ SPECIAL:-- —YES —NO _— CLEAR SOFFIT SOFFIT OTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANEL TYPE COLOR f ROOF FASTENERS -- _-- -_YES —NO --- -- — ----- ----- ---- ------ . — STANDING SEAM II -- -- —YES —NO A. #14 X I SELF DRILL HEX HEAD B. #14 X I SELF DRILL HEX HEAD W/ WASHER ----YES --NO SAVE TRIM --- TRIM COLOR:--- DOWNSPOUT ELBOWS ONLY: —_ DOWNSPOUT RETURN: --- STANDING SEAM III A #14 X 1 SELF DRILL HEX HEAD B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER LOUVER OVERHANGS WHITE ADJUSTABLE W/ BIRD SCREEN OTY PROJECTION LENGTH SOFFIT TYPE COLOR GAGE LONGSPAN A. # 1 2 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER OTY WIDTH HEIGHT LINER TRIM UNER TRIM SW -- -- — — _ _ 26 B. ]114 X 7/8 SELF GRILL HEX HEAD W/ WASHER COLOR SW —_ _---_ — _ _ 26 LOC SEAM -- _-- _—YES —NO LF DRILL HEX HEAD W/ WASHER #14 DOWNSPOUT ELBOWS ONLY: —__ DOWNSPOUT RETURN: — B. X I SDRILL HEX HEAD W/ WASHER —YES —NO — EW — ----- ----- -- --- 26 WALL FASTENERS —YES_-- _-- —YES --NO --- -- ---- ---- 26 ARCHITECTURAL _-- _— —YES —_NO _— 1 A. #12 X 1 1/4 SELF DRILL HEX HEAD W/ CLEAR WASHER B. #14 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 12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK , B.14 X 7/8 SELF DRILL HEX HEAD W/ CLEAR WASHER LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR --- —YES —_NO TRIM FASTENERS — -- ---- — -- --- --YES —NO--- ALL FASTENERS ARE, #14 x 7/8 SELF DRILL W/ CLEAR WASHER ----- - ---- —_ --- —YES —_NO _ FASTENER NOTE — — — —YES --NO --- A - SHEETING/FLASHING TO STRUCTURAL CONNECTIONS SPECIAL NOTES ' .B — SHEETING/FLASHING TO SHEETING/FLASHING CONNECTIONS ROUND 2(" THROAT WHITE VENTILATORS "TBE' • COLORS (TO BE ESTABLISHED) dIUST BE SELECTED AND NOTED ON THE RETURN APPROVAL IRA WINGS . INSULATION _—_ QUANTITY —_ RIDGE MOUNTED _— SLOPE MOUNTED , NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR ~ ROOF _— _X —_ —_ -- 9" X 10' RIDGE VENTILATORS WALLS __— X -- --— -- -- -- —_ QTY AT 10' SECTIONS —_ LINEAR FEET CONTINUOUS - • RIGID BOARD:-- ROOF:—_ WALLS:_— BEARING PLATE:-- — - -- — -- -- a- — -- - -_ -- MISCELLANEOUS MATERIAL ' --BLOCK: — THERMAL THICK ONLY) _ BY ABC:—_ BY OTHERS:— (3/4' OTY TYPE e'i SPACER STRIP :—___ (FOR LOC SEAM WITHOUT INSULATION) OK-3 1/4' — 4" DIAMETER — DK-5 4' — T DIAMETER — DK-8 7' — 13' DIAMETER l N0. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA STATUS CHARLIE'S DODGE 1 ISSUED "FOR PERMIT' SNOW WEND 7/24/00 EF-14W 1-31-00 [ ] FOR CONSTRUCTION DRAWN BY: BAT 1120100— '_:fOR—kPPROVAI CHECKED BY: DL 1120100 FORT PIERCE FL FOR PERMIT ONLY FOR PRELIMINARY WETZEL CONSTRUCTION INC AMERICAN BUILDINGS COMPANY 7� DESIGN aPPD BY: DRAWING. REV.NO. 1 1 1 61701 ABC-2 NUMBER' 1 CAD BY: KAT 0t/73/00 05:57:48 Ver. 13.3 .4': 0 1 v, 0 z Ln OIp, c z o v 0 z 0 0 o m Z In H O s p z z T` a q O O O p' 0 0 o 0 ` I Q y m Z 1; h J rn �+ In s C, y - O DO zrn O Z C ; y� K = f 0 \ m c-i ti v V1 D N z v m r f?1 td� a z u y z m O v ro O' iV D O � m fw O' I o �*1-Ti In D -I 17 r- m rm (7 M N (7 (zr1 m O �. 0 c� m nr 0 z Z () K� m> m. C) D z rn cn � c O o . z c D N m � I o v� z Z R1 N Z O NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS UNLESS EXPLICITLY NOTED OTHERWISE. 30'0 OUT TO OUT OF CONCRETE 17'0 OUT TO — - — - — - — - — - — - — - — - — -- - - — - — -- - -- — - BP01-A BP02-A E 16-6 2 1'0 28'0 1'0 Li m 0 u m I v v o i v N P 11'0 OUT TO OUT OF m T m N m O P O NO I N O O O �O - o-- S I � 16 6 1 1 51 0 o BP03-A BP04-A BPQ2-B o a- - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - -� - c O 10 I 0 0 VD 28'0 I I 0 o z 770 I I m U) I � I I LO N I to N I m I I f,T I m I ?t 28'0 I 1 - 1 16'6 I 5 BP05-A BP06-A BP03-B-11 - - - - - - - - - - - - - - -- — - - - - - - - - - - - - - - - -� - I N- u I I II I I a � I N I I g N I _ I I I I A o I I A BP01-C BP02-C I 5210'1 j5I C � I u I I o O z I I N I I o I I 0 i I z r-------------------I I I I m 1 29'1 511 BP03-C SP04-C toI - — - I — - — - — - — - — - — - — - — - — - I a I L. I s l T J 28'0 OUT TO OUT OF CONCRETE 30'0 OUT TO OUT OF CONCRETE Z D O Z O-i m m o z m O z m -I 0 r 2 m r D o O N ;o 0 m D � D Z C m z (J) r- m V) 4'4 1'7 1 OUTSIDE OUTSIDE OF SLAB .�-----I---� SLAB I 1 I I 10 I 1 I • I rn 1'7 1 2'3 1 3/47AB 2 2 1 3/4-AB ' I 1�21 OUTOFDE_----------------COMMON WALL LINE-1y-------------�_ OUTSIDE O SLAB �___ _ _--_ rOUTSIDE OF SLAB .SLAB '.�_� I __���_ - I BP02-C BP04-C 1'4 0 1'4 I ` i I i COMMON BASE IS 12" B.F.F. BASE IS 1 2" B.F.F. In In I In LINE I ' I (D (O m I 1 21 2 1 3/4"AB N I m m I IA In ¢ ¢ I 7 4 110 'v v 1'0 4 7 I h 3/4-AB 2 2 1 M 3/4-AB 2 2 1 3/4"AB 21 21 1 6 11 11 6 6 BP01 -B BP02-B BP03-B I �" OUTSIDE I BP02-D BASE IS 12"B.F.F. BASE IS 12"B.F.F. SLAB 2.3 '1 ' COMMON WALL LINE g COMMON f 4�'4 1WALL 1 2 2 - - I —�I 3/4 AB T-- • In 1TI -� a - Z -,I LINE 1-7COMMON WALL LINE OUTSIDE LINE --'TBP01-C SLAB L I ------ o BASE IS 12" B.F.F. ^" _ r7 I o I I N a I I 3/4'AB I OUTSIDE 2t2 1 SLAB 3/4"AB 2 2 1 1 7 Z OUTSIDE OF SLAB 3/4'AB 2 2 1 ,I,6 BP06-A 6 I BP04-A BP03 BASE IIS12"B.F.F. BP02-A 11 11 6 m m 6 16 1 2 2 3/4"AS 1 ¢ 1 2 2 1 2 2 7 4 S a. 5 4 7 3/4'AB 3/4"AB M t7 I I I ID w - 1 I I o I 9 I I I I m I I OUTSIDE OUTSIDE OF SLAB ' m - OUTSIDE -OF SLAB- - - - - OF SLABDE - -- - -- 1-7 2 � SLAB 2-3 2 BP03-D BP04-D BP01-A BP03-A BP05-A NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA ia. 1. GENERAL REVISIONS PETER WENDI 5/30/00 EHW 6/5/00 STATUS CHARLIE'S DODGE 2 RECESS BASE & ISSUED "FOR CONST' SNOW END 7/24/00 EEHUI 1-31-00 ['] FOR CONSTRUCTION DRAWN BY: BAT 1120100 ti [ ] FOR APPROVAL -CHECKED-BY: -DL- —-1/20/00- —FORT-PtERCE FL — — OR PEONLY AMERICAN BUILDINGS COMPANY FOR PRELIMINARY DESIGN APPO BY: WETZEL CONSTRUCTION INC REV.NO. CAD BY: RAT • 01/12/00 05:43:11 Ver. 13.3 NUMBER' 11 161701 AB-Z 2 ;,.t,,DRAWING. REACTION TABLE (kips LOAD DESC WIND I A C D D + C + L 2.0 -2.0 12.8 D + W7-> L-> -5.7 -1.1 -16.0 D + W1<- R-> 2.4 rO.. 5.0 -14.2 D + W2-> L-> -5.4' -1.4 -6.1 0 + W2<- R-> 2.7 4.7 -4.1 REACTION TABLE (kips) REACTION TABLE (kips) LOAD DESC WIND A B C D LOAD DESC WIND A B C D 0 + C + L 0 + W1-> L-> 1.2 -1.7 4.8 -2.3 -1.2 7.1 - D + C + L 0.1 1.8 -0.1 1.8 D + W7<- R-> 1.7 -2.0 3.3 3.3 -8.1 8.1 D + Wl-> L-> -1.5 -6.3 -1.1 1.3 0 + W2-> L->R -3.7 -6.0 -0.8 -5.2 D + W1<- R->L 1.6 2.9 1.5 -5.9 D + W2<- R-> 1.8 0.3 3.2 -3.3 D + W2-> L-> -1.5 -4.8 -1.2 2.8 D + W2<- R->L 1.5 4.4 1.4 -4.4 A 1 C i �1d Al , Ic B D B D FRAME LINE 01 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. A C B D FRAME LINES 02-03 REACTION TABLE (kips) LOAD DESC WIND I D D + C + L 2.7 0 + W1-> L-> -3.2 D + Wt<- R-> -5.2 D + W2-> L-> -0.5 0 + W2<- R-> -2.4 FRAME LINE 01 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. DATE REACTION TABLE ki s LOAD DESC WIND I D D + C + L 5.4 0 + W1-> L-> -6.7 D + W1<- R-> -8.5 0 + W2-> L-> -0.2 D + W2<- R-> -2.4 FRAME LINES 02-03 REVISED REACTIONS REVISED REACTIONS & ISSUED "FOR CONSr FRAME LINE 04 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. A C -fu B D A C B D A C B D REACTION TABLE (kips) LOAD DESC WIND A B C D D + C + L 1.0 5.1 -1.0 5.1 D + W1-> L-> -3.6 -10.8 0.2 -7.6 D + W1<- R->L 1.1 -3.9 2.9 -7.7 D + W2-> L-> -2.7 -5.7 -0.8 -2.4 D + W2<- R->L 2.0 1.3 1.9 -2.5 FRAME LINE 05 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. REACTION TABLE (kips) LOAD DESC WINO I A I B C D D + W-> D + W<- L-> R->L -1.3 1.4 -1.2 1.9 -1.4 1.3 1.9 -1.2 PORTAL REACTIONS AT FRONT SIDEWALL REACTION TABLE (kips) LOAD DESC WIND I A 8 C D D + W-> 0 + W<- L->R R->L -6.1 6.3 -6.9 8.1 -6.3 6.1 8.1 -6.9 PORTAL REACTIONS AT REAR SIDE HALL ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE EHW 6/5/00 EEHW -31-00 FOR CONSTRUCTION [ ] FOR APPROVAL [-]-FOR-PERMIT-ONLY [ ] FOR PRELIMINARY DRAWN BY: BAT CHECKED BY: DL • DESIGN APPD BY: CAD BY: I KAT 01/12/00 06:39:18 DATE Ver. 13.3 CHARLIE'S DODGE WETZEL CONSTRUCTION INC DRAWING. 11161701 AB-3 REV.N NUMBER' 2 SPLICE BOLT TABLE SiZL DEPFH JULEAP q 8 3 4 X 2 1'3 1/2 11'3 g 8 3/4 X 2 1'3 1/2 11'10 N0. FI F z O 0 0 12 iF-- 30'0 1 26.69 4 I 5 0 510(+- 1/16) 2'63 2'5 nr_.• C m f m� m� i I _2 RR-0101 T N B I I I 1-2 . ' I I I I JF6.2 I � _ a I I I N N 54 1 I I i I 0 I � 0 I p a 0 O � I � RC-0101 • 8 1'D 1 26.6 Z CLEAR RC-0102 1'0 s 8 1.87 T 30'0 OUT TO OUT OF GIRT LINE A RIGID FRAME CROSS SECTION AT FRAME LINE 1 FRAME ID: 11161701.01A OC MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE CHARLIE'S DODGE FORT PIERCE FL —WE-T-Z-E-L--SON-STRUGT-ION—IN 1. REVISED RIGID FRAME PETER HENDI 5/30/00 EEHW 6/5/00 2 REVISED RIGID FRAME � ISSUED 'FOR'PERMIT NOW END 7/24/00 Tl W l 31- 00 [ ] FOR CONSTRUCTION [ ] FOR APPROVAL FOR PERMIT ONLY DRAWN BY: BAT 1/20/00 CHECKED 9Y:l DL 1`/20/00 FIO[•] R-PRELaMINARY— -DESIGN-APPD-BY: CAD BY: 1G1T � 01/12/00 09:25:57 Ver, 13.3 AMERICAN BUILDINGS COMPANY DRAWING. - —REV:NO. NUMBER' 11161701 E-01 2 SPLICE BOLT TABLE (UTY LE I DEPIH A•• 8 3 4 X 2 1'6 1 2 11'1 g 8 3/4 X 2 1'6 1/2 117 1/2 i2 0 r 12 i� 30'0 1 4 26'2 9 5 0 5'0(+- 1/16) B 1'2 1'2 5 8 1,1_0 B 26'22 CLEAR I_ 1'108 30'0 OUT TO OUT OF GIRT LINE _I RIGID FRAME CROSS SECTION AT FRAME LINES 2-3 -- _ -- - -- --f E=1D i.6. --1n1 01 _-- - --- ISIONS MADE CK'D DATE ENGR DATE NO. 'REVISIONS MADE CK'0 I DATE ENGRI DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE CHARLIE'S DODGE FORT PIERCE , FL 1. REVISED RIGID FRAME ETER END 5/30/00 EHW 6/5/00 FOR nPpRwu oN zj-FOR'APPROVA NCY— [ ] FOR PRELIMINARY DRAWN BY: BAT I/2o/00 2 REVISED RIGID FRAME & ISSUED "FOR PERMIT' ----- NOW END 7/24/00 K"w 7-31-00 CHECKED BY: DL �20/00 — DESIGN APPD BY: WETZEL CONSTRUCTION INC CAD BY: EAT 01/12/00 09:25:57 Ver. 13.3 EUFAULA „ ALABAMA �v AMFRICA BUILDINGS COMPANY DRAWING. REV.NO. NUMBER' 11161701 E-02 2 mm �c 12 16.0 s 1'S 5'0 5 0 a 0 1 6 3 In _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11 81 1.1, 16.1 n I I 10 n RIGID FRAME CROSS SECTION. AT FRAME LINE 1 FRAME 10: 11161701.02A THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. ISIONS MADE CK'D DATE ENGR DATE N0. 9EVISIONS MADE CK'D DATE ENGR DATE DRAWING S BMITTAL STATUS SCALE: NONE DATE CHARLIE'S DODGE FOR_ T PIERCE EL ' 1. REVISED RIGID FRAME PETER WENDY 5/30/00 EEHW 6/5/00 2 REVISED RIGID FRAME & ISSUED "FOR PERMIT' SNOW ENO 7/24/00 EEHW I- 51-00 [ ] FOR CONSTRUCTION [ ] FOR APPROVAL -FOR-FORONL-Y— [ ] FOR PRELIMINARY DRAWN BY: BAT 1120100 CHECKED BY: DL 1120100 DESIGN APPo BY: WETZEL CONSTRUCTION INC CAD BY: SAT 01/12/00 09:25:58 Ver. 13.3 EUFAULA DRAWING. I Ictv.rvu. NUMBER' 11161701 E-03 2 SPLICE BOLT TAB Q Y I A . 41 3/4 X 2 8 1 g 4 1 3/4 X 2 8 1 •I , 12 4'1 17.0 ;g 16.0 5 1'S T 5,0 5'0 40 t 6 3 I 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 11 4 ----------�— F.F. a 12"B.F.F " RC-O301X 81 11 ' L 16'1 g i108 I I� --"-- 17'0 OUT TO OUT OF BIULDING LINE RIGID FRAME CROSS SECTION AT FRAME LINES 2-3 FRAME 10: 11161701.02A -- NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE— ENGR —DA —DRAWING-SUBMITTAL STATUS SCALE: NONE DATE CHARLIE'S DODGE EUFAULA ALABAMA "- 1. RE PETER NENDI 5/30/00EEHW 6/5/00 REVISED RIGID FRAME & ISSUED "FOR PERMIT" NOW END 7/24/00 EEIJ 1 �-Bi-oo PRo UA�ON DRAWN BY: BAT 1/20/00 FOR2 [.] FOR PERMIT ONLY [ j FOR PRELIMINARY FART PIERCE FL WETZEL CONSTRUCTION INC AMERICALDINGS COMPANY CHECKED BY: OL !/20/00 DESIGN APPD BY: DRAWING.' REV.NO. CAD BY: EAT '01/12/00 09:25:58 Ver. 13.3 NUMBER 11161701 E-04 2 „t.- SPLICE BOLT TABLE J J A 8 3/4 X 2 1'3 1/2 14'5 1 B, 8 3/4 X 2 1'3 1 /2 14'8 1 c� LME 8'11 I 1,63 40 20 50 40 5'0 5'0 i ' RC-0401------ 1� 106 109 -------_— I — _ -- 11'O OUT TO OUT OF BUILDING LINE _ -- �- - -- p - _=-- 30'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION AT' FRAME LINE 4 FRAME ID: 11161701.03A NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. AIpgAM®'` EU FAU LA DATE CHARLIE_'S DODGE �%Ol"1PAN( REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE REVISED RIGID FRAME PETER END 5/30/00 HW 6/5/00 STATUS Z�/O� AMERICAN BUILDINGS ey N®_ REVISED RICID FRAME & ISSUED "FOR PERM17' NOW END 7/24/00 EhW -31 DO [ I FOR �aRo UACnGN [ ] DRAWN BY: BAT �O/O� �� FORT PIERCE FL DRAWING.11161701 [.] FOR PERMIT ONLY CHECKED BY: DL WETZEL CONSTRUCTION INC NUMBER • [ ] FOR PRELIMINARY DESIGN APPD BY: - CAD BY: I KAT 01/12/00 09:25:58 Ver. 13- ,T _ l uanc?-le i > > /wu i uanco_�d inuT SPI PEA 8 3 4 X 2 B 8 3/4 X 2 1'3 1 ' n "a ' • N In r � o a GIRT LAPS 2'O TYP.U.N. SECONDARY FRAMING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISED BY AMERICAN BUILDINGS COMPANY ARE DESIGNED TO RESIST THE HORIZONTAL FORCES DISTRIBUTED BY AND ACTING NORMAL TO THE'WALL SYSTEM. STRUCTURAL SUPPORT FOR THE WALL SYSTEMFURNISHED BY OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. a, 6'0 12'11 7'2 6'0 NPR-2X BZ13-25.11 3/4KY 8Z12-25.10 1/4TK O @ A O OO B CL-4 TYP. a a m OQ; m 7 a±O DH8005-6.0 _ c!(Z DHS005-6.0 N 1 N I 1 z1 g 6'OX3'0 F.O. m 8zl5-12.7Kz Q f Sz15-s.1ozK p o a 6'OX3'O F.O. m a za p a W/6'O SILL a p w/s'o SILL p O O OH8005-6.0 Z2 I i OHB005-6.0 1 f Zg 8Z13-25.10 1/4TK / ! (DOUBLE NEST) c DH8pC5-3.4 p 4 y6 p o in � d To m N7 n � n I I o 3'4X6'0 o a F.O. o fj L/ I I IQ = CL-3 ` NPC-2X 20'8 ©= CL-7 I 3'4 I 7 1 3 6 1'10a FRAME ID: 11161701.04E 197 a CLEAR NPC-2X- 1'3 3 7 1-10.5 2-3 ' 22-8 ' I 23.4 3 1 2 1 I` 50.0 OUT TO OUT OF GIRT LINE Z f: 8Z 15-6. f f ZY Z2: 8Z15-20.5ZY SIDE WALL FRAMING PLAN AT GRID LINE C Z3: 8Z f 5-1.9KZ Z4: SZ15-f2.6 f/2TZ THCSIR 3.5 THS1-15.2 THCSIL n n en n ro n n n n n n n �n n rf n n 0 0 0 0 o d o 0 0 o c o 0 o d o 0 7 m 7 m 7 �n 7 ro 7 n I m I I 7 7 7 7 7 7 7 7 7 N a N a N a N a N a N a N a N a N a N a N a N a N a N a N a N a N a N N N N N N N N N N N N N N N — ----- --- OPEN 4'0 FOR, MASONRY BY OTHERS THAN ABC (2.5)BA-20 SIDEWALL SHEETING PLAN AT CRID LINE C NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE EUFAULA ALABAMA A — 1 REVISED F.O. SIZE & LOCATION REVISED F.O. SIZE PETE SNOW WEND WEND 5/30/00 7/2d-/00- EEHW }{j 6/5/00 =sue _0O STATUS CHARLIE'S DODGE —" 2 -{-} FOR -CONSTRUCTION —DRAWN -BY: —DAP 1/20/00- Y',' (]FOR APPROVAL [•J FOR PERMIT ONLY 1120100 CHECKED BY: I DL FORT PIERCE FL ERICAN BUILDINGS COMPANY DESIGN APPD BY: DRAWING. REV.NO. r+`' [ FOR PRELIMINARY WETZEL CONSTRUCTION INC t° f ` NUMBER' 11161701 E-11 2 CAD BY: K17 01/12/00 11:16:05 Ver. 13.3 USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER EAVE STRUT 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 AT THE BOTTOM FOR AIR TO CIRCULATE. S UARE SO - AIADIEAR WAAtDINGf tp1WWt REEOHOCS ME ALL WIrimR ffM Sim TOC Stipp mcr •�i awq EYEAm 141m2GI1DR OPENING T 1HATS. CLOVE 5� ' Swm mcA now. fRRAONK: EMI WQVMRS SHM" ALWAINS WW S0 r a1Y.a nor wvaslc PANELS. RIGID FRAME - NO ITT rat SIP. 9f on cum STEP. ' ' an To IOW a I EWE FIRM trot TO AI N . TO A TO INS 11RrJAn OM 1wT Rp1Ai IN • S 201o1Ts wet. • SUM PRECAUTION STAY WELL IN a" Of ILL LOWS RIGID FRAME COLUMN ' Sara MOVES ByARr TYPE NY MFIING M-tt. KEP MAroM s AFEET - 2 X B W000 BLOCKING (BY OTHERS) ARCHITECTURAL PANELS awe Of MO" LOW& ' '+• WOOD BLOCKING • v Y GIRT (BY OTHERS) SECTION 'A' TARP OR PLASTIC COVER GIRT SPACING USE SPACERS BETWEEN BUNDLES L THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE PRIMARY FRAMING PLUMB AND SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT BASE ANGLE TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD BLOCK ABOVE GROUND 8E USED WHEN ERECTING THE STRUCTURAL STEEL SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS. INSTALLATION OF THE BUILDING WALLS ARE GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING TIE DOWN THE WALL SHEETING OR INSULATION, CHECK TO BE SURE THAT THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO ALIGN THE GIRTS, CUT -TEMPORARY WOOD BLOCKING PANEL STORAGE • WC51 BUILDING ALIGNMENT GE01 TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. ALL OUMOE-GIRT FLANGES GIRT BLOCKING GE03 SHOULD BE VERTICALLY AND HORIZONTALLY ALIGNED. THIS BLOCKING CAN BE " AC ARCHITECTURAL MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, AA ONE LINE OF BLOCKING PER BAY WELL BE SUFFICIENT. AMERICAN ROOF AND WALL PANELS AMERICAN'S ROOF AND WALL PANELS INCLUDING COLOR COATED ALUMINUM COATED AND GALVANIZED, WALL FASTENERS MISCELLANEOUS FASTENERS SPECIAL CONDITION FASTENERS 1d PROVIDE EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION 1 1�GIP gyJ3>may 1>ESrJ!>!m6 SFSCA®OR PERSONNEL SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH 1 012 x 1 1/4 1/W OUND W47 112 x 1 1/4 TER4 )• SELF ORAGNOSTEEL N MERIT CAUTIOUS CARE IN HANDLING. 4 d WI HEAD MMM Nm 1/O wM SELF OALO C CAROM STEEL NHEAD fASID(/1 nOCVT WASHER FASTVAR WITHOUT WASHER � UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD 4 MARK La112x1 1/4 am WAC M. /12x1 1/4 SO H14 - BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO 911 - !ElLS'dDp6 ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND - APPLICATION FLAtlsq LAPS AM FIASWNG Af2LrADO6 SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS SAS AT atmaAD DOORS. TO PANEL CONNECTORS LSTE¢ 71ROo� N2RATER DEER 12 rA MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAGE WAtx DWRi ETC. Aa LAP 7O Ara 1MCL 1 .GROUND SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF RAIN. - Fan STRUCTURAL Ar�AOWNENrs ALL METAL PANELS ARE SUBJECT TO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAIN WHEN _WATER IS TRAPPED BETWEEN THEIR CLOSELY FITTED SURFACES. AMERICAN EXERCISES EXTREME 1XSCl�OU '� `"CAUTION DURING FABRICATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL STOCK IS lax 11/ 4 3/1E DIAMETER RMT WITH WASHERN>EKMEDMI KEPT CRY. 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 .un.,Frn _� [v DRUM COLOR MATCHING Hoc HEAD MARK Fa Sav-1 t2 x t t/2 rtRt rASTERER Wm1tLfM WASHER - HQ WNW . .,A KED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED MOISTURE IS 1-set.`11 CALLED WET STORAGE STAIN.AM Av21 1AARX NM 012x1 1/A Sewell FASTIMR WTT~ WA94EEMR - d[6sdII96 MARK M. 112x1 1/2 s m is rAnOW TO NJ" I IMS Lett aw l "'?4M STAIN IS USUALLY SUPERFICIAL AND HAS LITTLE EFFECT ON THE APPEARANCE OR SERVICE LIFE OF THE PANELS AS LONG AS IT, IS NOT PERMITTED TO REMAN ON THE PANELS. HOWEVER, MOISTURE 1 i�IGTA c�SHM 6EBral1Oa DOA�S[E CAwESTRE � GK 2• 4 STRVIS. ETCH -- (srtEE tHNN]PiSStl fREUER now 1/C 1• AM UP i0TUR NAUCMEM ) IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK IT IS IMPERATIVE THAT ALL a 1/ FW Al f� FWD Slm+cnNRAL ATTApRrtMx _-HEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE. THEREFORE. PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT. DRY CIP 41 - - TIE PANELS AT ONCE AND STORE IN A DRY. WARM -PLACE. IF POSSIBLE. WHEN HANDLING OR UNCRATING THE PANELS, LIFT, RATHER THAN SLIDE_ THEM APART. BURRING 91' °��1,°. ; T/S /10 x 1/2 SELF ORaLOC COLA wreNlINe MCAHUD SELF 1/2 raReOn STEEL 1NEK n[seml9oD EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER FASTDNEII WITH CLEAR WASHER HFAO FASTENER WITHOUT WASHER /1G x 11/T MARK NO. /140/5 SOHCW ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. moms NO., 11Ex1/2 Sim - SELF TArRM CARBON STEEL NO HELD FASTENER WITH WASHER ^ ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB APNr.tNTIM AMUCAM MARK M 11Ox1 1/2 SOON SUPERVISION,. - PANEL SOELAr HN COECIIMS. HASHNM TO WINDOW ARMS 1AXLNONS - PANEL CONNECTIONS AM OTHER SHEET TO CAUTION: ANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL p •SHEET eom�nON$ E .......� PANELS io MOOD STRUCTURE. PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM A VERY SLIPPERY WALKING _ -- - " af"E AP2-0 (1/r mR HUD SOOLET mwm) 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. NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/19' HEX SOCKET UNLESS NOTED. - PANEL STORAGE NOTES IRC95 N;I BASIC PARTS AND PIECES WC61 '34 ARCHITECTURAL WALLS I AC AA 1 . SAFETY NOTES: PRSHOULD PANES AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT ME SLIP EDUE WME Faun ALWAYS ARE TO ERErTON NOTES. PREVENTION PRACTICES BE THE TOP PPoORITY ON ANY JOB SITE. WEAR L PPLKOI UM ' WEAR anw xINOR 11A1NOurG Ga OF WAX APP1A0 axaTC ND OL On rA1[ti STATE AND FEDERAL SAFETY µ0 HEALTH STANDARDS ApULD ALWAYS BE FOLLOWED TO NEAP AGAINST WEATHER OU AGC 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED. SHOULD BE WIPED CLEAN WITH A MILD INSURE WORKER SAFETY. DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 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 '2. THE BLANKET INSULATION MANUFACTURER RECOMMENOS THAT DOUBLE SIDED TAPE PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. _ ' - BE USED TO SECURE THE INSULATION TO THE-EAVE. AMERICAN BUILDINGS COMPANY DAILY MEETINGS HIGHLIGHTING SAiM PROCEDURES. THE USE OF HARD HATS. RUBBER SOLE SHOES - ARCHITECTURAL PANEL IDENTIFICATION MARK NUMBER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE - - ADDITIONAL ATTACHMENTS (NOT 13Y A B C) MAY BE REQUIRED. ARE RECOMMENDED ERECTION PRACTICES. EXAMPLE P 24 - J0. DETAIL 'A' DETAIL 'If JO'-(T IN LENGTH J. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION IN WALL AREAS WHERE APPLICABLE. INTERPRETED AND ADMINISTERED WITHSAMERICAN BUILDINGS COMPANY INTENDS W THAT THESE SAFETY WITH SOUND JUDGEYE.vT CONSISTENT XAi)1 C000 SAFELY PRACTICES. PRACTICES. ARCHITECTURAL WALL PANEL 24 GAGE 424 & 25 GAGE AVAILABLE) ARCHITECTURAL 4. THE ARCHITECTURAL PANEL IS DESIGNED FOR WALL APPUCATIONS ONLY AND SHOULD ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS. OR ANY OTHER APPROPRIATE SAFETY 'OVERLAPPING NEVER BE UTIUZEO IN THE ROOF FOR PURPOSES OF PROVIDING A ROOF SYSTEM FOR - REQUIREMENTS. CUSTOMARY OR STATUTORY. MUST BE ADHERED TO. TO INSURE MAXIMUM WORKER RIB j(THIS RIB OVERLAPS OUTSIDE BUILDINGS. THE INVERTED RIBS INCORPORATED INTO ITS DESIGN PRODUCE SMOOTH SL=TY• R. 1 PRECEEDING PANEL) - ''' SHADOW LINES AND SEMI -CONCEALED FASTENERS. ALTHOUGH SHEETING CAN USUALLY BEGIN FROM EITHER END OF THE BUILDING. APPLICATION OF THIS PANEL IS DIRECTIONAL IF OR OR OTHER SUPPERY SU99ANCESS ARE SPILLED ON THE ROOF PANELS, WIPE THEM OFF r"-' PROPERLY INSTALLED. THE LAP EDGES OF THE ARCMTECTURAL PANEL HAVE MINIMUM IMMEDIATELY PREVENT SUPPING OR iEl ___l 1 r VISIBILITY. YOU N A FIRM SAE POSITION-WTfEN-US.�' / ERECTION OF THE ARCHITECTURAL PANEL REQUIRES THAT THE-PROPER-MRECTION TIE ne APPLICATION _ OESLG?"FzTR E INCORPORATES=*-8i11RING=CEG'7Ni0-TTS-CFAIXFG-EDO ----- - — YOUSHOULDw� ES AWARENESSOF w LOCATIONROOF EDGE S L - _ — — :.:. NG-PA EI:'TOR-"TITRE-U0-N0 �OTHERTCURING _ --- — - -- - ---- -- - - - - - - — WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL :METHODS WHICH PRODUCEHOTMETALPARTICLES OR BURN THE CUTE E METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. LH TOOLS .WO PEERESS WHEN • IuACHIN R PERFORMING K ANY OTTER RE 0� THE ROLE THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, BEARING RIB USE DOUBLE CUT SHELLS, MES RS OR OTHER CUTTING DEVICES WICH DO NOT NOT ANY CCESSARANCE_ STEP OR WADE THE SURFACE OF ANY FIBERGLASS SKYLIGHT. UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE. INSTALLATION OF PANELS CAN PROCEED FROM (BEARING LEG ONES PRODUCE NOT METAL PARTICLES OR BURNED EDGES. ` IF FOOT TRAFFIC C IS NECESSARY EVEN SKYUCNT, USE WL)C BOARDS THAT ARE PROPERLY SUPPORTED W EITHER LEFT TO RIGHT'OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER BEARING RIB SUPPORT TO SIDEIAP) BUILDING BY THE BlILOING PURUNS. B THE BEARING RIB. - DETAIL 'A' SIDELAP OETAL DETAIL 'IF - PANEL MARKING AND SIDELAP DETAILS WC63 „ ERECTION NOTES WC91 ------- SAFETY COMMITMENT GE70 ARCHITECTURAL WALLS AC _ AA ARCWTECTUF!AL WALLS AC SCALE: DATE - —NMIIU .DRAWN -BY, TON— CHECKED BY: eW I - — ARCHITECTURAL WALL PANEL BASIC ERECTION — — 1 REVISED CE03M - TAC -THG `5-99 DESIGN APP'D BY: DRAWING NUMBER ° ASW-1.0 REV.NO. 1 NO. REVISION MADE CK'D. DATE NO. REVISION MADE CxD. DATE O. VISION MADE CK'D. DATE ISSUED: 12-1-97 g. 3X2 ANGLE GA-2 • % LLL PANEL WALL PANEL WAIL PANEL WALL FAST; NER WALL FASTENER 12X1 :/4 SOHCW BASE GIRT WALL FASTENER 12X1 1/4 SOHCW WALL PANEL �._G. OC �1-0I 0�4 SOHCW K1,41*1 RUSE FASTENER (BY O HERS) �' -0' D.C. t N[ R O.C.0 CONCRETE: (min) 945E MIgE FASTENER (BI OTHERS) WALL FASTENER HCW ANGLE fASTENER (BY OTHERS) 1�6 ' BUNG RNET BLIND �T b�-40•' OC.(Rmn) ANCHOR (min) Nor2-,T' O.C. t(e RIVET BASE CHANNEL t(e RVLT O.C. f a 1 CONCRETE ANC1i0R (min. 2 O.0 1 FPEC-: 1 1/Y 1 1/2' :..v.._ •1• z FPEC-1 fPEC-1 BASE ANGLE 1 1/24' FM_2 �''•!•.l'� •:•�'::::a :''•_ 1 �_2 L.� .v•y •ti•: FPFV-2 BA-20 ,.RADE is :i • •'.(. GIRADE : S i ' r •. • GRADE GRADE . t f]' ... 2 r•: •., ; L l.L, • I v I SECTION AT BASE ANGLE ! BAO2 SECTION Al BASE GIRT _ BA83 SECTION AT BASE CHANNEL -_ �0 I SECTION AT BASE W GA-2 BAB05 ARCHITECTURAL OR LONGSPAN WALLS I AB 1 3 ,'�1,2X,WALL FASTENER LONCSPAN PANEL BUILDING STRUCTURAL Y/4SONDE(TIP. U.N.) B ANGLE (ENDWALJL) CLW QR:AND wow (SUGGESTED) NG 1/4' 3 4•LINE (GIRT LINE) It 3 4' '-O' 6_C. BASE RAIL EEARNG RIB OVERLAPPING RIB BASE ANGLE (SNDEWALU , WD00 BLOCKING I l LONGSPAN PGETUMNE) I PANELAN A9 f Q BA-20 I Lai PANEL, E MAIDIt RIB (OVERLAPPING RIB) �&� I 3 ' I AR �="L E MA TOR RIB (OVERLAPPING _ 5��N� 2 N. 1FASTENER PRIOR TO WALL SHEETING ALIGN WALL GIRTS AS SHOWN IN CEO3/ML rl�, A;•t SEQUENCE 000or ERECTION OF LONG SPAN OR ARCHITECTURAL WALL PANELS CAN EASILY BE ACCOMPLISHED BY ALIGNING THE CENTER OF THE OVERLAPPING RIB OF THE FIRST PANEL WITH THE STRUCTURAL OR GIRT LINE AT THE BUILDING CORNER. SHEETING CAN USUALLY BE STARTED FROM EITHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION FAA Nou OF LEFT TO RIGHT OR RIGHT TO LEFT AS SHOWN. HOWEVER BY APPLYING THE SHEETS WALL FASTENER ARgNiECTURAL 1 wm TOWARD THE DIRECTION OF THE PREVAILING VIEW THE OVERLAP LINE AT THE SIDELAP OF /12X1 114 SUM PANEL �ti.L "I� 6 0o INa 1�. Wr a �„� ON oru ' EVERY PANEL WILL BE LESS VISIBLE THE SAME PRINCIPLE CAN BE APPLIED WHERE j'-O' C. 5 I s10alI a 10 Most HEAVY PREVAILING WANDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE �- � °��p �'� (DOWNWARD SIDE) OF THE PANEL RIB. O TO ORAR 0 �� ALAI M1M 4 ca ri . oo nano 00 nor ow roAou[ IT DI RECOMMENDED THAT A SMALL WFDCEC /_SPACER BE PLACED UNDER THE PANEL AT THE (E1Y OTHERS) IF REQUIRED. SHOULD BE INSTALLED PPoOR TO THE PANEL MISTAlAl10N I BASE ANGLE APPLY THE WALL PANEL M THE INSULATION AND INSTAL WALL. FASTENERS � CONTINUED IT THE SAME WNNFD. AS SHOULD BE STALLESSES ALONG THE WALL v CORNER BASE ANGLE AT ALL STRUCTURAL WALL MEMBERS BEGINNING WITH THE TOP MOST ATTACHMENT AND _1 , • PROCEEDIND DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE THE INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE WEDCE�SPACER BEFORE ATTACHING PANEL ATUr ANGLE DO NOT FRFCT PANEL BY BUILDING STRUCTURAL OR GIRT LINE AS SHOWN. USE A LEVEL OR TRANSIT AND PLUMB THE PANEL ATTILti+ING AT BOTH ENDS WIORKINc TO �DDLt DF THE PANEL THIS PROCEDURE FASTEN THE PANEL TO THE STRUCTURAL MEMBERS AS SHOWN STARTING AT UPPER MOST ATTACHMENT BLANKET INSULATION PROMOTES dL C INJMj%jZ WORKING DOWN. IT IS EXTREMELY IMPORTANT THAT THE FIRST WALL PANEL BE INSTALLED PLUMB. N INSTALL THE NEXT PANEL BY SIOEAPPING THE RIB WITH THE FIRST PANEL (AS SHOWN). CHECK FOR (BY OTHERS) IT IS 'FT Y IMPORTANT THAT F FIRST WALL L PA S+ ST , rn I IYB USE A CONK PLUYEINESS AND FASTEN THIS PANEL N THE SAYE WANNER AS THE FIRST PANEL CONTINUE i0 SHEET SPIRIT LEVEL OR A TRANSIT ON EACH PANEL THE WALL USING THIS PROCEMT_ CUT PANELS Al DOORS, WNOOWA LOANERS AND OTHER AWL OP0101 s AS REG INIR ARCHITECTURAL PANEL SHOWN BASE ANGLE DETAIL BA01 9 9 LONG SPAN PANEL SIMILAR i. INSTALLATION OF FIRST WALL PANEL WC64 WALL PANEL INSTALLATION WC12 AB LONG SPAN OR ARaMCTURAL WALLS AB ARCHMCTURAL AND LOKSPAN WALLS AB 7 ASTENER THINGS TD REMEMBER WAIL FASTENER WAIL 4EE NOTE 1) . SEE NOTE 2) 1. THINK SAFETY. 14 SDINLW S11T13R 12X1 1/4 SDHLW CUTTER SEA.. 2. CARE FOR PANELS IN ACCORDANCE -0' O.C. VERTICALLY -W 0.b. CTS WITH ERECTION QDIDE. �t EAVE STRUT EAVE TRW i ALIGN GIRT. ARCHTECIURAL. PANEL (M.) 4. PLUMB FIRST AND EVER' PANEL e. CHECK COVERAGE ON EVERY PANEL e. FOLLOW SCREW ATTACHMENT SEQUENCE I BGIi 9 RT µDIE VE STRUT. TRi IUNO TO LE ADIP:O ---------------- GABLE ANGLE Ay TOP TO BOTTOM. 7. DO NOT EXCED INS"T10N THKIINESS UETAL 'A' (ems 11AX•)� e. DO NOT 'RATCHET OR OVERTIGIREN WALL 9 OUTSIDE CLOSURE PANEL SCREWS. THIS WILL CAUSE 'DMPLtN:. 9. USE THE RIB OF THE ARCHITECTURAL PALE: ' -" - - AW-O �p TO APPLY PREP WHEN INSTALLING. 1. i T (3 (t RUPPER FLAYS 00 MY DISTORT POTHER � 11//Pell RIVET 10.(DO NANEL OT�USEE ABRASIVE SAWS ORE) �1 - CUTTING TOOLS WHICH PRODUCE NOT METAL -- - -- —_ -- - _ - _ - _ - _ _ - _ _ - - - - - -- -- - _ -- - -- - - - --- - - - - - - _ _ _ PAmAn rS- OR-BINBIED-EOCES. 711FSE LHE7HOOS-WILT DAMAGE THE _ - - � — __ -- --- _ - -- - 1. WALL FASTENERS REQUIRED AT SIDEWALL _ _- ' - - - PANTED ANO GALM&UME FINISH AND WILL VOID , DETAIL '11' S AND C LE7A LE ANGLE. EAVE STRUT AND GAEIIE ANGLE FASTENER LAYOUT ARCHITECTURAL PANEL ANY WARRANTIES. USE DOUBLE CUT SHF n SHM AM APPLES TOR VIER AND PARMIOH I NBBLEAS OR OILER CUTTING DEVICES WHICH PANELS. 2. PANEL STITCH FASTENERS AS SHOWN REO'D. DO NOT PRODUCE HOT METAL PARTICLES OR ONLY AT PANEL 9DEAPS OR AT F(ASHING BURNED EDGES. LAPS AND FLASHING TO PANEL CONNECTIONS - PANEL INSTALLATION NOTES r-G—EO--41 FASTENER LAYOUT WC05 OUTSIDE CLOSURE INSTALLATION AT EAVE EA37 ARCHITECTURAL WALL PANELS AC ARCHITECTURAL WALLS AC ARCHITECTURAL WADS I AC SCAII.E: DATE _ — DnIM TITS TON ARCHITECTURAL WALL PANEL CESCDm art 9w BASIC ERECTION IT loom: - - 1 TENSED WCMIAB • ADDED GE04AC TAC THG e-99 DLWNTN A ?" IT. DRAWING ttF.110. ASW-2.0 1 - Rt919I WDQ Ct'D. DATE112-1-971 NUMBER : i3ltlefON • TAILOR OlA'D. Art R0. U"STON MOB CCD. DATt N0. Wooten VN cops - ■1.tO 'a.a3 aatn Noisu s ON a1t0 'aa3 aatn NOIS1698 'ON alto WE NOW NOL9A111 aaennN to-t-Ll a>saw •••—• I O,f-Msv 96-11 P10 O0L SNOSMS "PAL 3AV3 '33MI -MIG M I . 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IXLI%TTr IM V3ddn NGTE: _ I FOR ADDITIONAL BOLT PAIRS, 1 1 USE SAME SPACING AND GUAGE ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) SEE M:-^HOR EOLT PLAN 1.1 A\^HOR BOLT UW A• 'B' -4'- - Z.- 1' 4' 2' 1 1/4' S' 2 1/2 1 1/2' S' 2 1/2 OVERHANG (SEE AB PLAN) OUTSIDE OF y1 IL 93 CONCRETE I 0 < V 1 1 W NOTE: FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GUAGE. ANCHORLT A' 'B' 3/4' 4' 2' 1' 4• 2- 1 1/4' S' 2 1/2 1 1/2• 5• 2 1/2 ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) SEE ANCHOR BOLT PLAN NOTE: FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GAUGE GIRT D�' I 4' I A• Ti---- OUTSIDE OF CONCIl ANCHOR BOLTS (QUANTITY AND SIZE MAY VARY) SEE ANCHOR BOLT.PLAV I -ANCHOR BOLT j DIAMETER r 3/4• 4• 2' L Le, 1' 4• 2• 1 1/4' 5' 2 1/2 SEE *ANCHOR BOLT PLAN FOR SIZE SEE ANCHOR BOLT PLAN FOR SIZE r. 1 1/2 5 21/2 BASE PLATE & ANCHOR BOLT SETTING PO2R BASE PLATE & ANCHOR BOLT SETTING POBR PIPE COLUMN BASE PLATE 2 BOLT PATTERN BP12 PIPE COLUMN BASE PLATE 4 BOLT PATTERN BYPASS GIRTS AA BYPASS Gum AA NOMINAL PIPE DIAMETER 5 BP15 B' /�{ NOMINAL PIPE DUWETER B' OR 10• AA OVERHANG (SEE AB PLAN) --- --- 'L -'L NOTE: FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GUAGE. ANCHOR BOLT DIAMETER 'A' `S' 3/4' 4' 2 1' 4' 1 1/4' 5- 2 1/2 1 1/2' 5' 2 1/2 OUTSIDE OF CONCRETE ANCHOR BOLTS (QUANTITY AN WE l VARY) (1YP. U.N.) SEE ANCHOR BOLT PLAN rr NOTE: 1 1/2' i 4' 4' FOR ADDITIONAL BOLT PAIRS, USE SAME SPACING AND GUAGE. I II� AE_B_ - I OUTSIDE OF CONCRl W40F. BOLTS (QUANTITY AND SIZE MAY VARY) j SE. NCh7F. BOLT PLAN I A uull=oLT A. 3/4 4• 1 ' 1' 4' 2' 1 1/4' S' 2 1/2 0 SEE ANCHOR BOLT PLAN FOR SIZE SEE ANCHOR DOIS FLId' FOR SIZE - 1 1/2- 1 5- 12 1/2j BASE PLATE & ANCHOR BOLT SETTING P02 BASE PLATE & ANCHOR BOLT SETT il PO8 PIPE COLUMN BASE PLATE 2 BOLT PATTERN BP13 LA AA NOMINAL PIPE DIAMETER � 12' PIPE COLUMN BASE PLATE (4 BOL•I INSET GIRTS -- AA INSET GIRTS AA NOMINAL PIPE DIAMETER - B' OR 10' OVERHANG (SEE AB PLAN) Le•_' NOTE.FO f"1 FOR ADCITiONAL BOLT PAIRS. G. 1 1 'B• :6E SAME 5P.ICING AND GUAGE T. T ANCHOR BOLT DIAMETER A• 'B' 3/4' 4' 2- 1' 4• 2' 1 1/4' S' - 2 1/2 1 1/2' S' 2 1/2 OUTSIDE OF CONCRETE ANCHOR BOLTS (QUANTITY Al SIZE MAY VARY) (TYP. U.N.) SEE ANCHOR BOLT PLAN OUTSIDE OF CONCRETE TYPICAL ANCHOR 30LT '-CYOLIT 3- I _—• `Elfl AA EDGE OF - �SLAB SEE ANCHOR BOLT PLAN FOR SIZE I NOW. : ` • •1/2"0 Al30LTS (NOT BY A.B.C.) SECTION 'A-A"BASE PLATE & ANCHOR BOLT SETTING � BPO2P BASE PLATE & ANCHOR BOLT SETTING BPOB PIPE COLUMN BASE PLATE (4 BOLT PATTERN) I BP14 I i R:1A4�1' Of'�NIIvG ANCHOR BOLT DETAIL OF61 FLUSH GIRTS AA FLUSH GIRTS /A NOMINAL PIPE DIAMETER 5 6"I AA'------- - AND BPOBP/M I C� I THC 17-98 SCALE: DATE DRAWN BY: TON CBEC® BY: BLJ DESIGN All Ill TYPICAL BASE PLATE DETA.ILS AND ANCHOR BOLT SETTINGS WFAVU DRAWING NUMBER Aue,r. 1 REV. BPD-1.0 I 1 12-1-97 �a �L MN0. • 1- FOR 9-�1 Rf DEPTH FOR 9Sy GIRT DEPTH PORTAL - � — - COLUMN 'v - 1 2 PORTAL I1 2 PORTAL EDGE OF CONCRETE COL DEPTH I COL DEPTH . I Q NOTE: MAIN Lam. PORTAL COLUMN ANCHOR BOLTS _ COLUMN NOT REQUIRED UNLESS SPECRTEO BY DESIGN. KAIW BLOC. COLUMN PORTAL COLUMN fin( COLUMN COLUMN 1 ( 4 + T I EDGE OF CONCRETE I7- 4• GIRT LINE 1 ) � 1' 1 U21hES5+•0 MOM BOI.TS OIHEAIMSE NOTED 7 ♦- *O ANCHOR BOLTS UNLESS4 OTHERWISE NOTED 11- w EtS O MAIN BIDG. COLUMN 1 I U2) ] 4•I ANCHOR BOLTS 11LE OTHERWISE NOTED OY DESIGN PORGL COLUMN 1 n 1 OTT LINE ANCHOR BOLT OWIETER A B C, 3/4• 4- 2- 1- mh 1- 4- 1/2'mh1 1/4- S- W2-1 1 S/e• min. 1 1/2• S- 1 7/r mh PORTAL COLUMN BASE do ANCHOR BOLT SETTING 11AB04 I PORTAL COLUMN BASE do ANCHOR BOLT SETTING B07 I PORTAL COLUMN BASE do ANCHOR BOLT SETTING _ _ _ _ _ _B04 I PORTAL COLUMN BASE do ANCHOR BOLT SETTING AB04 I BYPASS GUNS AA BYPASS GIRTS W/INSET PORTAL FRAME /�{ INSET GIRTS AA fi w am I AA .ti r SCALE: a ORITTM-lih`TDN— PRATE-DETAICS —� 2 RENSED DRAWING M1MBDt CIYJ THO 1t-99 cEsc� Sri oU AND 1 WAREVISED ABo4PM MES 11TO 2-9e D®GN AD BT1 ANCHOR BOLT SETTINGS DPAWMG 9RRo NO. tt[R41oN MAD CrD. JDAlTM8No. IUimom TUDs CYD. DA'R xn. R=vrsloA Mt,Di c^D. B/•Ti _ ®9Om1 _ Nll;�SR ' BPD-2.0 2 SARY PREGURLN: STAY WELL IN THE CLEAR OP LOADS BE1N, MOVED RY ANY TYPE LIFTING SAFEI'/ PREf/0111ON: _7 STAY WFIL N 1FE CL:AF. OF LONG 1f7N0 YOVEO BY Alf! 1N'E l DEWC K SdAE TO KEEP HANDS YN AND nu CLEAN OF MOG LOADS. fiAlm u LEVKS. EE SURE 1L KETP @S ANO :EET GEAR LP Ya V O L:.•DS. I I �- 1 -----------'--_ O E I I I I II II O I. 1 P u ENDWALL RAFTER I L- ENO'NAJ_ RAFTER CORNER COLUMN (CHANNEL RAFTER) CORNER COLUMN -- (`IL'•'yhLL) u -(CHANNEL COLUMN) STRUCTURAL BOLTS STF';::TUFAL BOLTS u I (2) 1/2.0 X 1 1/4' (2) T;'7_'0 X 1 1/4' A325 BOLTS (U.N.) Ii AJ:: F :ITS (U.N.) r• 1 I ._j�.i . MVM PRELWODN: STAY VEIL N THE W"A OF 18AD5 DOM dDVE9 a ANY TYPE LIFTNG DETIIfS. tS SURE TO KEEP EMN05 .0 fEET am OF IIONNG IDADS CORti:R COLUMN L LS , ENDWALL RAFTER STRUCTURAL BOLTS _ A325 BOLTS (U.N )4 SAFETY MlrAL ft STAY WELL N THE CLEAR OF LOADS WHO MOVED BY ANY TYPE LAIRC OETACE. LE SURE TO KDP HANDS AND FEET CIEVi OF YONNG (DADS. HIGHSIDE ENDWALL RAFTER -J STRUCTURAL BOLTS A325•BOLTS (U.N.) HIGHSIDE CORNER COLUMN CORNER COLUMN CONNECTION DETAIL_:4T BLDG. EAVE EF11 CORNER COLT -AN C:NNECTION DEI,-.;L_:+l BLDG. EAVE EDETAIL F12W CORNER COLUMN CONNECTION AT BLDG. EAVE EF12 CORNER COLUMN CONNECTION DETAIL AT HIGHSIDE SAVE E 1-4 COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER L:•:NNECh)N - AA COLUMN TO RAFTER CONNECTION F AA COLUMN TO RAFTER CONNECTION AA STRUCTURAL BOLTS FOR ALLL 900 11/2- GRAFTERS BOUS (U.N.) STRUCTURAL BOLTS (4) 3/4'0 . 2' A325 BOLTS (U.N.) FOR ALL 1i" C RAFTERS L i I WpRIFM IwA nEC 4� tIE GaRwGF AND SMZ <xw;l.► OF LIFTING EOLEPIO71!.- _I • T E;LCY'n: L RAFTER (CHANN=_ RAFTER) •r..�. r...��A STRUCTURAL BOLTS INTERIOR COLUMN CUP ANGLE CL-20 3/4'0 X 2 3/4' A325 STRUCTURAL BOLTS WITH TWO WASHERS EACH / 3/4.0 X 2 3/4' A325 �I ENDWALL RAFTER sAtEn NacuTnDFT \ \ (CHANNEL RAFTER) To Ls y��µ `(SHOP SPLICE) \ PR0011CTIYE ETECTCN TECHNIQUES \` . L OF RI610 FRAME RATER ENDWALL RAFTER ENDWALL RAFTER SPLICE DETAIL . EF21 ENDWALL RAFTER SPLICE DETAIL EF22 I RAFTER TO RAFTER CONNECTION I AA ENDWALL RAFTER RIDGE DETAIL EF23 RIGID FRAME ENDWALL WITH CENTER 1-101-UMN EF29 RAFTER TO RAFTER CONNECTION AA RAFTER W/RIDGE 'SHOP SPLICE AA _ __•__ COLUMN TO RAFTER CONNECTION AA sum PRmwnort COMPANY REC011� LAYE7EALL WORKERS 7TMT ALL MO(DOBS MFM STF1a 117E SHOES WRH MMARSAL GLARO. LYE PROTECIIDN SAFETY PRECALMft RO SHOULD BE iNANED N THE PROM ETIFLIDN PROCEDLIRk! FOR ALL ,IOBL WORKER PFASONAL PROIECIDM EDUPYENT SHOLKD ALWAYS MEET OSHA STNMRDS. 1 STAY C ariv p7 YOMNG LOAD. NAIE CERTAIN ALL FRAYU:G 15 PROPEA.Y AND HARD HAIL. _ KRACm OR GUYED AEFOAE UET.NG LINES ARE R.'IIOVEG. ,� • ENDWALL INTERIOR COLUMN (CHANNEL) I \ fl ` STRUCTURAL 1,31.1' (2) 3/4"0 X 1 3/4' A325 BOLTS t!/ONE H �. WASHER PER BOLT ENDWALL RAFTER (CHANNEL RAFTER) ENOWALL INTERIOF. CCLUU:' (CHANNEL I I \ ` STRUCTURAL BOLT (2) 3/4-0 X 1 3/4' I A325 BOLTS W/ONE H.T. ! WASHER PER BOLT ENOVIALL RAFTER 11 1 E, Ir ENOWALL INTERIOR COLUMN a.......: STRUCTURAL BOLT (2) 3/4-0 X 1 3/4- A325 BOLTS W/ONE H.T. WASHER PER BOLT ENOWALL P,AFTER COLUMN CLIP (SHOP WE:DED) L ENDWALL INTERIOR COLUMN CONNECTION DETAIL EF28 I ENDWALL INTEP-DR COLUMN CONNE :_iION DETAIL EF26W I ENDWALL INTERIOR COLUMN CONNECTION DETAIL FEFt7 COLUMN TO RAFTER CONNECTION AA COLUMN TO RAFTER CCYNNEC'E-ON I AA I COLUMN TO RAFTER CONNECTION LAA I il'CO.!:ED DRAWING NUMBER _; N'_V. EF. 23, 26. 26W, 27. 27W AA, ADDED REVISION SCALE: DATE DRAWN BY; TDN CBECIOM BY- BW DESIGN APP'D BY; ISSUED; 112-1-97 -- STRUCTURAL BOLT (2) 3/4'r X 1 3/4' A325 BOLTS W/ONE H.T. WASHER PEP. BO.T ENDWALL RAFTER (CHANNEL R:NER) •COLUMN CUP — _ (SHOP WELDED) — N*, =RIOR COLUMN CONNECTION DETAIL GF"] ._'_Llbis T:; PArTER zvN\ECTICN EGIL :1+ AAYr— . AL—END'T.'4t± CRAMING CONNECT ION DETAILS r..r- iLl \G RL•Y.N NUMBER ' DEF-1.0 2 GIRT STRUCTUFAL BOLTS ,to X 1 1/4- A325 CAVE SIRUI- II r' I yl LWN BUILDING LEAN •TO/CANOI"Y ffA ItR T 1. RAFTER J EAVE STRUT-�, STRUCTURAL BOLTS --\ : r 3/4'/ A325 BOLTS -u.r LEAN-TO/CANOPY RAF -ER^ •� 1 / 1/rs x I 1/4- A325 (2) STRUCTURAL BOLTS W/WASHERS li2'f X Y A325 (U.N.) EAVE STRUT PLATE ESP-1 I EAVE STRUT LEAN-TO/CANOPY 4 STRUCTURAL BOLTS 70 X 11/1 A325 T-YAIN BUILDING RAFTER l - --- '�: :�"1 f / AWN BUILDING DER I . r _ -STRUCTURAL BOLTS 4TYP. LTS ( ) "'- BRACK:" —J (( n j�4uj�ILT BOLTS (U.NJ (SRAL BOLTS EE CROSS SRAL ECTION FOR SIRUCIUfUIL BOLTS: (SHOP WELDED) $SZE AND CROSS FO 3/4'� A325 BOLTS (U.N.) U MAN BUILDING SRE AND QUANTITY) ►� COLUMN BRACKET �' AIAN BUILDING COLUMN BRACKET STRUCTURAL BELAYS %iVP.'• (SHOP WELDED) MAN BUILDING COLUMN (SHOP WELDED) IL SEE CROSS SECTIO0 mp l ILi SIZE AND OUANIITY) SUM rK¢wmoN: I STAY WELL IN THE CLEAR W LWOS STAY Mtl/YIIION: WETr pKE pN; eaNG MOVED Or AM 719E umM • 1 1/4• FOR LONGSPAN AND MCH2 PANELS a rtTL N n[ aE aF Ira - • 1'I/4' FOR LONGSPAN MU MCH2 PANELS I STAY WELL IN TII "OF LOWS • 1 1/4' FOR LONGSPAN AND ARCH2 PANELS DEVICE. BE SURE TO KW 1IAIas F Dc YwED flr TO TYPE vialle • S FOR SHATOW PANELS f [TeNc YonD eT my TWE UITSM • 3 FOR SHADOW -PANELS AND FEET atM a YOMIo labs • OR SHADOW PANELS ANDT>f FEET CLEM a MINN LOAM DEVICE. BE SURE m KEn -Am= AND FEET GEV1 OF YOYNG LEAN—TO/CANOPY CONNECTION TO MAIN B;.DG. AT EAVE MF3GR LEAN—TO/CANOPY CONNECTION TO MAIN_ BLDG. AT EAVE F30 LEAN—Tb/CANOPY CONNECTION TO MAIN BLDG. AT EAVE F30P BY-PASS GIRTS I L AA INSET GIRTS AA FLUSH GIRTS AA LEAN--TO/CANOPI STRUCTURAL 3/470 A37_ LEAN-TO/CA• LEA-TO/CANOPY GIRT MAIN BUILDING COLUMN J/♦'X A325 BOLTS (U.N.) BOL BOLTS STRUCTURAL TS 1 II J/4•o A325 BOLTS (U.N.) RACKET BRACKET I BRACKET ?SHOP WELDED) (SHOP WELDED) (SHOP WELDED) vmr vREr-"m vmV f•¢uur E STAY MLLE"ni CLEM OF Tarns STAY WELL IN THE aFM OF LsrOs • I I 4 FOR LO`AGSPM AND ARCH2 PANELS OE r WELL N. THE .^.FAR OF LOFOS • 1 1 4' FOR LONGSPAN AND MCH2 PANELS KING YOYm BY ANY TmE uiiHe • 1 1 4• FOR LONGSPAN_ AND MCH2 PANELS BENG MOVED TN ANY.TWE tIFTYIC / eolG rasa WY ANY T•RE uFTNG • S �OR SHADOW PANELS DEVICE. BE SURE TO KEEP MW I • Y FOR SHADOW PANELS DEVICE. BE suc m KEEP HALOS • S. OR SHADOW PANELS AND fEETf I LOAM AIM FEET CLEM OF YWNO LOAM AND FEET CLEAR OF MOMM LOOS. _ LEAN—LO/CANOPY CONNECTION TO MAIN BLF.. BELOW EAVE M-FYFZ LEAN—TO/CANOPY CONNECTION TO MAIN BLDG. BELOW EAVE F31 LEAN—TO/CANOPY CONNECTION TO MAIN BLDG. BELOW EAVE F31 P BY-PASS GIRLS AA INSET GIRTS - I AA FLUSH GIRTS AA • 1 War pl1Ea+RC . A11QiNY tlDN6 cOYrANY wca1Y[1os , SIOEWALL GIRT wn IIPPIIOYED m 111011 ALL MWEI6 WENT STEEL TOE SHOES p10IFC110N MEN OT4MIING OKELs _A�. WO IA�Nm GUARD. m pwmcnON 1 OR RELTRC SCIt1 471NE. ; II rSTRUCTURAL BOLTS (TYP. J.N.) CLIP I ! • _ 1/YO X 1 1/4' t.325 CL-2 LEM-10 BLDG ENOWALL GIRT I : ; MAIN BLDG. (4) STRUCTURAL BOLTS (fYP.) ENDWALL GIRT 1/2-0 X 1 1/4' A325 I n •. I SIDEWALL OR ENDWALL I}_ GIRT OF MAIN BLDG. I T---=---•-•--"�- -� I ll ; it ll - CO I 1 I I T I I I® ®:' I I ------------ -:----- ---------------- CUP CUP CL-2 CL-2 - OUTSIDE i LEAN—TO E.W. GIRT CONNECTION AT K .:N 9LDG. CORNER • M: 7.1 1 LEAN—TO GIRT CC'.'4NEC7iON TO MAIN BLDG SODIALL OR ENDWALL WwwFAA81'' ALL S30EWALL GIRT CONDITIONS A A SCALE: DATE CSECIOID BY: BLJ nIs1GN APP•D BY: TO MAIN 3UiLDING RF.r.I DRAWING .11. DLT-1.Q o cta' RID FRAME RAFTER elm som wAm ar AfA/ Il►[ 11IM0 o RIGID FRAME RAFTER RIGID FRAME RAFTER r al IKN OLM v IDNL m I.n Iwar - STI:IICIURAL BOLTS (�y�) RIG: FRdYE .J�.� -� STRUCTURAL BOLTS Aw M wry IaoL AIm N[T (7IM v WA ID/Ol (SEE CROSS SECTION FOR Mawz i aua m 1� Iwo f SIZE AND QUArRTM 1 (SIZEme QUANT" • I ' _ RIGID FRAME COLUMN STRUCTURAL Bags CTp RIGID FRAME COLUMN !i (SEE CROSS sEaRoA FOR a I•e' 51RUCRtxA. BOLTS (rye ) i RIGID FRAME RAFTER % q`'"�•'o' SIZE AND QUANT" s.rm AILr�l1IILe (SEE CROSS SECTION FO RIGID FRAME RAPIER M: C:AOI.tI miswlr f1011lml rmis°IIL NIOIR.Ta @IYOIP 'fI I l d wiu}.�76it alw4 M RLTION IIOUD ALEM low OLN SM"CAl Dt SIZE AND QWNRM `..if•I... Aim hW I•AM DIAGONAL HAUNCH CONNECTION AT•..30C. EAVE MF -11 INTERMEDW-E RAFTER CONNECTION DETAIL MF21 RIDGE RAFTER CONNECTION DETAIL M�DIAGONAL HAUNCH CONNECTION AT HIGHSIDE EAVE MF16 RIGID FRAAE MOD FRAME RK- AA RIGID FRAME RAFTER I AA RIGD FRAME AA sw= soUl RX IwTm ow as slow prachullft swm mormm m �• om sw c" v AIN Im" IDru RIGID FRAME RAFTER vowel amuD t I %W" m �ilwoswarw°LLDiRo Ym aA® a wm OYL ~ Um 10Nm mMe 0¢im oa RIGID FRAME RAFTER nlaol[ ms a1nIMaI eoouain Iw[ IAm alloom wa �u Iwlrm . rnoroLr ` RIGID -t%M- RAFTER II � snoscp TR*I r I i• 4�w�. T>1/s- � Ian�io L$UKx9 RICIO FRAME COLUMN T _ TWIN »o Lr.r.. r We FRAME COLUMN P,SEE _ Rr. CoUm �T1'� SIR Ba75 �Z?." ( jDgy N TYPIb1L CONNECTION AT CAPS..' a 3't T . • r IN I (4STRUCTURAL //B�a�23TS .. ALROSS DOLTSSECIOA. INTERIOR COLUMN (wASMiERs IF REQUIRED) QUANT" 1. sms mamma ws > 1/1r. L a"MOM-m !LA [[7�1 [OLT MIA} AS 110M O N [ ws M COIH1090N AWA OPM111 TNN 1/. AM 1AW MA i T►OK IIOD om-VAM am 1• I/L ■ [ . T [DIN Sm0 r ■ T .. NW-TARmm loll m IQT t6C 'I[Imw• sEcnpN le- A• SfvUL L ALL 2 Wm ILRDUL ILD VM iow 11[mm OMi A' L fA= "UN META[! INMUAK VERTICAL HAUNCH CONNECTION Al KDG. EAVE ; MF12 VERTICAL FAUNCH CONNECTION AT HIGHSIDE EAVE MF17 TYPICAL HAUNCH SHIMMING DETAILS MF19 INTERIOR COLUMN CAP CONNECTION IMF27 RGID FRAME M AA RIGID FRAME AA R= FRAME AA CONNECTION AT PRISMATIC RIGID FRAME RAFTER I AA swrn AIvwIImN sAr[n lI[eA110Da [Arm NILGWI:uIe 1'-6• [w wm Cr mr wry IDIL .OLQRI LAID �Y mw!v N .011me lgUD [[ IIIIIm m RRIGIO E rlla mrtAN ALL IMILm a rlNrmlr iGT]] FAME RAPIER M COLLLT AND sv[ NlsDRla RIGID FRAME RAFTER mi[ctr�r IDfAA[ TIL fame or a o [am, uno Mw v Imo mmrlrr. Ia �p EHOWALL INTERIOR COLUMN CLIP 1' A STRUCTURAL GMT 4 3/It{ 3/8• I 2 3/4 TIGHTEN NUT AGAINST A325 WASHER UNTHREADEDON SLOTTED SIDE A� ----- - - IS BOLT. THIS O CONNECTION - I I 2 3/1 MOVE IS DESIGNED A323 BOLA _ A \ . ~ , J. 1, T Mid 3• Emmiu. WIERIOR `EHDWALL COLUMN ENDWALL CIRT COLUMN CLIP RA - - - - - - - - - 4 -T/2•� A72S) 7S - - IKERIOR COLUMN (4 1 2'X 2- AJ2 75 1 I I ( SA F REQUIRED) MALENDWALL COLUMN 3 4' ZX 3B4A A32S BOLTS MF28 MIX fN NNEcR°N TD °DLO" INTERIOR COLUMN CONNECTION EF28 INTERIOR COLUMN CAP CONNECTI •4 ; MF26 INTERIOR i.C�;iiv N CAP CONNECTION AT RIDGE —� CONNECTION AT MW FRAME RAFTER W/RTAT W'zM =6w*GE AA CONNECTION AT NW -�,AME RIDGE RAFTER I AA I Rlao FRAME EKWAll I AA SCALE:. DATE — �. DFAWN Eff TON TYPICAL MAIN FRAMING WMAM aASIL+ CONNECTION DETAILS DIRZITGN AFrD NVI DRAWING mT0 i i f"'` NO. Rtpasom I was 1�. NO REVISION 1i1Dt CIrD. DC c NO. RtYT9RON YIDt C[b. DATE �� 12-1+i7 y�gR : DMF-1.0 INSTALLATION: BOLTS IN 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' POSTIION CORRESPONDING TO A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A M_SN 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 TTS SUBSIDIARIES WILL NOT ASSUME ANY RESPONSIBILITY FOR IMPROPER BOLT LOCATION. 2. SPECIAL CARE MUST BE TAKEN TO INSURE CORRECT BOLT WILL BE INSTALLED IN ITS PROPER LOCATION AS SHOWN ON THE DETAIL GIVEN OR NOTED ON ERECTION DRAWNGS. 3. ALL 1/2' DIAMETER A325 BOLTS (IN CONNECTION NOT SUBJECT TO TENSION LOADS) ARE REQUIRED TO BE TIGHTENED TO 'SNUG -TIGHT' CONDITION ONLY. BOLT SCHEDULF 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 26.0 1/3 TURN 7/8.0 A325 HIGH TENSILE 38.0 1/3 TURN 1'o A325 HIGH TENSILE SIX 1/3 TURN • AMERICAN SOCIETY FOR TESTING AK3 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 TIGHTENING, 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 -TIGHT. THE SIDES OF BOLT HEADS AND NUTS TIGHTENED WITH 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 CEPENDENT UPON HIGH TENSION. VISUAL EVIDENCE OF WRENCH IMPACTING IS ADECLATE INDICATION THAT THE NUT HAS BEEN TIGHTENED SUFFl=IENTLY TO PREVENT IT FROM - LOOSENING AND FALLING OFF ACCIDENTALLY. BOLT INSTALLATION & INSPECTION NOTES MF91 1/2'/, 3/4.0. 7/8-0 do 1'/ STRUCTURAL BOLTS . AA CUT WASHER HEX NUT � L BEVEL WASHER OF COLUMN OR RAFTER BOLT • COLUMN FLANGES OMITTED FOR CLARITY. GRIP 3/ 4' 3/4. d E<m.TMWETIA -1/2- N :IT HEAD ASTM A307 BOLT ,IDENTIFICATION OL1 IE11 Dw�,:VSx r I t .r/s• J/4' 1 1!4• 7 1' N: -T HEAD ASTM A325 BQLT,IDENAIF:CATIO ASTM A307 & A325 BOLT IDENTIFICATIJN MFO1 - - AA AMYS WFAR OSHA tea'-O EVE SEE ERECTS FOR PID7ccT M Aril oPtsYlM ,7xtis OR EUL'rxx: saw ulws LOCATION FEILD DRILL 7JR !,T iACHMENT �pURUD 1/i'o EULT1 S 3/4'e EOLTS GABLE KNEE BRACE COLUMN ;% / KNEE BRACE L,�o, -r- BRACKET � — BR.19 SEE IAA I' 3/4.0 BOLTS ALL BOLTS ARE STRUCTURAL A325 WALL. PANEL WALL FASTENER /12141 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 1/2'1 BA=20 GRADE 7 j ;.;.' 14E2 L 4.e FRAME BRACE (AS PER DESIGN) (2) WASHERS REQUIRED PER B T FRAME BRACE CONNECTIONS PUT W PIElJ AF rur aRlma wm Ritsf. 3' 1/2"1 LAP A PATTERN 2'-0' 0'-11 7/8' K 3'-0' 1'-5 7/8' M 4'-O' 1'-11 7/8' W 5'-0' 2'-5 7/0' 0 2'-11 7/8' R SECTION AT BASE ANGLEFB-Ao--2-1 STANDARD PURLIN LAP RF01 ARCHITECTURAL OR LONGSPAN WALLS AB BY-PASS CONDITION AA WORKIM s11REn FlE'CJilI101! lEE �q li GFII. REI1110 TIE Niwut �ifff.710 tPR If 7 rl ws !E)1 �Or71G 01 Im' MrAi FM ALL J06L PURUN 3/4.0 BOLT FIELD DRILL FOR ATTACHMENT /--1/2'0 BOLTS \PURUN KNEE BRACE KNEE BRACE BRACKET ALL BOLTS ARE STRUCTURAL A325 STRUCTURAL BOLT (TYP.) -J W1 2 WASHERS PER BOLT AT FRAME BRACE CONNECTIONS 1/2-0 X 1 1/4- A325 CHANNEL OR PURUN RAFTER FRAME BRACE FB- KNEE BRACE DETAIL B—R—1 -81 SECTION AT KNEE BRACE BR19 FRAME BRACE BOTH SIDES BR17 AA .' AA FOR BYPASS PURUNS/CHANNEL AA CLIT WASHER HEX l:UT—R BEVEL :MASHER 1 • COLUMN FLANGES OMITTED FOR CLARITY. 0:COLUMN OR RAFTER ON BUILDINGS WITH' INSET OR FLUSH GIRTS, THE HORIZONTAL WEB OF THE GIRT OR GIRTS IN A BRACED BAY, WILL HAVE TO BE SLOTTED IN ORDER FOR THE ROD OR CABLE CABLE OR ROD BRACE TO PULL IN A STRAIGHT LINE FROM THE TOP OF ONE DISTANCE TO FIELD CUT SLOT BRACING COLUMN TO THE BOTTOM OF THE NEXT COLUMN. INSTALLING THE BRACING - SLOT ON EITHER TO THE INSIDE OR OUTSIDE OF THE GIRTS, TAKES THE BRACING OUT OF COLUMN A STRAIGHT LINE PULL THIS DOES NOT ALLOW THE BRACING TO FUNCTION ' PX — PROPERLY AND IS AN UNACCEPTABLE ERECTION PROCEDURE MOVING THE _____ GIRT HOLES IN OR OUT ON THE COLUMN TO ACHIEVE A STRAIGHT LINE PULL IS ALSO UNACCEPTABLE. SLOTTING THE WEB OF THE GIRT TO ACHIEVE THIS STRAIGHT LINE PULL IS THE ONLY ACCEPTABLE METHOD. M MARK THE HOLE LOCATION THE FOLLOWING A' - NORMALLY 1' (VERIFY GIRT OUT SET /.• METHOD MAY BE USED. BY MEASURING ROD OR EYEBOLT 4 1. INSTALL CABLE BRACING IN THE PROPER HOLES AT THE TOP OF ONE DIAMETER) COLUMN M THE BOTTOM OF THE NEXT COLUMN, RUNNING THE CABLE 'B' - DISTANCE FROM FACE TO THE INSIDE OR OUTSIDE OF THE GIRTS. IF YOU HAVE ROD BRACING OF GIRT TO CENTERLINE A NYLON STRING LINE MAY ALSO BE USED. OF SLOT ON COLUMN. _ ROD BRACE 2. TIGHTEN THE CABLE OR STRING LINE SO THERE IS NO SLACK. 3. WHERE THE CABLE OR STRING LINE CROSSES THE WEB OF THE GIRTS, 11 7 MARK TWO INCHES ON EITHER SIDE OF THIS POINT. :\ 4. USING A SQUARE. MAKE TWO PARALLEL LINES FROM THESE TWO MARKS ON THE WEB OF THE GIRTS. 5. AT THE COLUMN. DETERMINE THE MEASUREMENT FROM OUTSIDE GIRT -- -- _ - - - - _• •n=n�u=arw:c-nvscTw.mm�c, M - - - - - - - -- -- _ - -- - - - - - - MEASUREMENT -AS THE- ENTERUNE OF A T X 4' SLOT TO BE MADE - - - - CABLE - - - BETWEEN THE TWO PARALLEL, LINES MARKED ON THE WEB OF THE 12' OR LESS GIRDS. SOME OF THE LARGER CABLES OR RODS MAY REQUIRE A _SLIGHTLY LARGER SLOT TO ALLOW THE EYEBOLT TO PASS THROUGH. FIELD REINFORCE GIRT WITH A PIECE OF ANGLE. 6. AFTER ALL GIRTS HAVE BEEN MARKED AND SLOTTED, INSTALL CABLE OR GIRT OR CHANNEL WHEN SLOTS ARE LOCATED ROD BRACING THROUGH THE SLOTS, THROUGH' THE BRACE HOLES IN THE AS SHOWN. COLUMNS, AND TIGHTEN. CABLE BRACE DETAIL BR01 ROD BRACE DE AIL BR02 7. VISUALLY CHECK TO SEE THAT THE BRACING IS NOT.T000HING THE GIRTS FIELD SLOTTING GIRTS FOR CROSS BRACING I BPq/0�3 AT THE SLOTS. IF IT IS TOUCHING, TRIM OUT THE SLOT AS NECESSARY. _ AA I AA B. TIGHTEN BRACING AS NECESSARY TO PLUMB COLUMNS. SCALE: DATE S 4'-0' . .S 4'-0' . REVISED RFO1AA, BR17M BOLT INSTALLATION & INSPECTION, lIRAWN-BY: TDN BASE ANGLE AND BRACING DETAILS,—sonvr� CBECIOM BY: BW AND DESIGN APP'D BY: STANDARD PURLIN/GIRT LAP DETAILS DRAWING ISSUED: 12-1-97 _ NUMBER DND-1.0 1 2 PRECAUTION:WORKERS SIOUID ALWAYSSA:EMY J.S.IETY 4DYFS YWETK�Iil10UNO MEGL GIRT DEPTH SMOKIER PERSONAL PRDTEfi1ON ECNPYEM GIRT D�TH PHEIUlAIIION: WORKERS spuD ALWAYS WEAR GIRT DEPTH SALTYPIELYmON: � PERSONALP��+ MW� GIRT DEPTH SUREANiS wTRL sAla EDOFS. SHOULDAaurs MEET LSHA SUNOAitDS CIDYES WHEN HANDING METAL sILNEACEs WTM SHWP mr�s. SHOULD ALWAYS MEET OSHA SANOAROS. ' LAVE STRUT RAFTER LAVE STRUT RAFTER LAVE STRUT LAVE STRUT RAFTER RAFTER STRUCTURAL. BOLTS STRUCTURAL BOLTS (4) 1/2'0 X 1 1/4' 7 (4) 1/2-0 X 1 1/4' STRUCTURAL BOLTS STRUCTURAL BOLTS A325 BOLTS A325 BOLTS (4) 1/2"0 x 1 1/4' E (4) 1/2'0 x 1 1/4' ^EAVE A325 BOLTS A325 BOLTS STRUT BRACKET EAVE STRUT BRACKET (SHOP WELD) (SHOP WEIR) 11 EAVE STRUT BRACKET EAVE STRUM BRACKET (SHOP WELD) (SHOP WELD) COLUMN - COLUMN COLUMN COLUMN EAVE STRUT CONNECTION RF31RI EAVE STRUT _CONNECTION AT HIGHSIDE RF36R EAVE STRUT CONNECTION IRF32R EAVE STRUT CONNECTION AT HIGHSIDE RF37R BY-PASS GIRTS / DIAGONAL HAUNCH SPLICE AA BY-PASS GIRTS / C:..30NAL HAUNCH SPLICE I AA BY-PASS GIRTS / VERTICAL HAUNCH SPLICE AA BY-PASS GIRTS / VERTICAL HAUNCH SPLICE A& WORIE7p ALWAYS WPM amm WHOM HANRRNC METAL W N PF PROTECRON EOIIPYEItf SIOLLD AEAYS MEET a" STANDARDS, PREC WORKERSAFE"S ALWAn WFM CLOVES WHEN NANDLOID META. WORKER PROTECTON EQUIPMENT SHOAL' ALWAYS MEET OSHA STANDARDS. SURFACES WITH SHARP EDGES. - STRUCTURAL BOLTS .. SURFACES WRN SHARP EOC6. , (4) 1/2"0 X 1 1/4' A325 BOLTS STRU.,TURAL BOLTS STRUCTURAL BOLTS STRUCTURAL BOLTS (4) 1; 2'/ X 1 1/4' H (2) 1/2"0 x 1 1/4' (2) 1/2.0 x 1 1/4- �� STRUT PLATE EAVE BOLTS A325 BOLTS A325 BOLTS (SHOP WELD) ESP-1 EAVE STRU'. PLATE RAFTER r RAFTER (SN::P McLT+) dz SAVE STRUT FSP-1 EAVE STRUi LAVE SiRLR RAFTER LAVE STRUT ' RA:.'TER EAVE STRUT PLATE l- EAVE STRUT PLATE ESP-1 ESP-1 / li 4 RR 1 1/2' 1 1 2' , 3.81 Cm 3.81 cm 3.81 Cm I 1 1/2' 3.81 Cm COLUMN STRUCTURAL BOLTS COLUMN BOLTS (W/ONE2 WASHER PER BOLT STRUCTURAL BOLTS COLUMN () 12" A325 BOLTS COLUTAN W/ONE WASHER PER BOLT EAVE STRUT CONNECTION RF31C) EAVE STRUT CONNECTION AT HIGHSIDE IRF36 EAVE STRUT CONNECTION RF320 EAVE STRUT CONNECTION AT HIGHSIDE RF37C) INSET GIRTS / DIAGONAL HAUNCH SPLICE AA INSET GIRTS / DIAGONAL HAUNCH SPLICE AA INSET GIRTS /,VERTICAL HAUNCH SPLICE AA INSET GIRTS / VERTICAL HAUNCH SPLICE I AA WORKERS SHOULD ALWAYS WEAR WORKER PERSONAL PROTECTION EDUIPMW WORNIERS SHOULD AMYS WEAR �T' PRECAUTION: WORKER PERSONAL PROTECIION EQUIPMENT OlOVES WHEN HACUNO METAL ET SHOULD ALWAYS MEOSHA STANDAM QDVFS WERI NIAI01110 YETAL SHOULD ALWAYS MEETESHV1 STANDARDS.�"ffi VIH SW°' EDGES. STRUCTURAL BOLTS SIMACES WITH SHARP EDGES (4) 1/2.0 X 1 1/4' A325 BOLTS STRUCTURAL EOLTS r EAVE STRUT PLATE (4) 1/2'0 X 1 1/4' (SHOP WELD) A325 BOLTS ESP-1 EAVt STRUT PLATE RAFTER EAVE STRUT '- RAFTER (SH.".P WELL) ESF-1 LAVE STRUT EAVE STRUT RAPIER LAVE STRUT RAF-.ER-� N c STRUCTURAL BOLTS STRUCTURAL BOLTS �1 1 (4) 1/2'0 x 1 1/4' (4) 1/2'0 It 1 1/4' A325 BOLTS A325 BOLTS COLUMN ` COLUMN COLUMN- — _ --- - _ _ _ _-- — _ - - --- — -- - - - --COLVM - --- - _u EAVE STRUT CONNECTION ,R� F31 P EAVE STRUT CONNECTION AT HIGHME RF36P EAVE STRUT CONNECTION RF32P EAVE STRUT CONNECTION AT HIGHSIDE FLUSH GIRTS / VERTICAL HAUNCH SPLICE RF37P I AA FLUSH GIRTS / DIAGONAL HAUNCH SPLICE AA FLUSH GIRTS / DIAGONAL HAUNCH SPLICE AA FLUSH GIRTS / VERTICAL HAUNCH SPLICE AA SCALE: DATE — — -- — DRAWN BY: TON TYPICAL EAVE STRUT CONNECTION DETAILS a� WDrAUU ARARAYA rmv" CRECIaM BY: BW DESIGN APP'D ITY: DRAWING NUMBER ° DRF-1.0 REY.NO. 0 N0. REVISION MADE CE'D. DATE NO. REVISION MADE' CiC'D. DATE N0. REVI810N MADE CE'D. DATE umm: 12-1-97 BY-PASS 2'-3 1 2'�' FlNrAErrglt SAFc1r FI�C11 �OFOQD SItlUD FE 7RANE0 EACH WORM SHOULD BE TRAINED FE 7RAEIm TO USE THE IMM AND HmnAN T BY-PASS 2'-3 1/2' TO = E smm D Nasr BY-PASS 2'-3 1 2• y�E n f i •H t'-c• PROOI10ENE E]IECRON 7ECIE001i3.-1 1PROOUC & DECHNi TFCHIOUES. Al001IC11VE E]ECIgN 1Eri11pUQ -------------------------I-------------------- ---- PURUN ( / ----------------------- I- ----------------------- —_--_____----------------------- 1 1 4' 1 1/4' 1 2 ------------ —---------------- FRAME BRACE O(--------------------------- -------------------------------------------- ------------------------ (AS PER DESIGN) STR RAL WE DETNLNRF01%M� ) STRUCTURAL BOLT ) STRUCTURAL BOLTS (IYP.) 2) 1/2.0 X 1 1/4' A325 S DETAIL RMILT 1 (/2�SRtUC%4• A725 /,aozNGLE PURUN 1/2'� X 1 RBM A325 1/2.0 X 1 1/4' A325 (( 1 -1 /G...LE PURUN /GASLEGLE PURUN 11T)FWASHERS RE UIRED PER BOLT GA-1 w GA-1 RAFTER ENDWALL RAFTER OR COLUMN SHOP WELDED PLATE ENDWAII RAPIER OR COW MN L 'L WffH BOLT AT LNOWALL LNDWALL RAPIER � Em (CHANNEL) COLUMN LOCATIONS (CHANNEL RAFTER) LAP A PATTERN 2'-0' 0'-11 7/6' K 3'-0' 1'-5 7/8' M 4'-O' 1'-11 7/8' W 5'-0' 2'-5 7/8' 0 6'-0' 2'-11 7/8' R PURLIN / GIRT CONNECTION DETAIL AT ENDWALL FRAME RF02R PURLIN GIR1 CONNECTION DETAIL AT ENDWALL FRAME IRF03R PURLIN CONNECTION DETAIL AT ENDWALL RAFTER IRF04R STANDARD PURLIN LAP RF01 BY-PASS AND FLUSH CONDITION AA BY-PASS AND FLUSH CONDITION AA BY-PASS AND FLUSH CONDITION AT ENDWALL COLUMN LOCATIONS AA BY-PASS CONDITION AA SMEW WORKM SHOULDr EE iRANE. a I sAfElr PErAUTIN: 11E Prom smum I'mm 'ors INSET 1'-7 1 2' S*TIY PRECMff N: SHOULD rW Y� OSHA nt�µEW�W� EOII ALL JOSi - J 1 1lal USEEI EEC mIiµ Q CHANNEL 'IR PURUN 7 1 5 B• PURUN RIDGE BRIDCJtiG CUP CBC-1 - 1 /4J/2 k 1/12 SLOPES CBC-4 - V 1 2 SLOPE V RAFTER / ((2 STRUCTURAL BOLTS (TYP.) STRUCTURAL BOLT (ir.)J $�E DETAIL RFO1/AA 2 1/2• i 1/2•0 X 1 1/4• A325 W/ 2 WASHERS PER 'r'JLT CABLE ANGLE PURUN AT FRAME BRACE CGHieECANE !E FRAME BRACE 1/2'0 X 1 1/4' A3:ti FB- GA-1 �ST�:;;CTURAL FASTENERS (TYP.)� II 1/S.SOHH ' IENDWALL RAFTER OR COWMN I'2XI 'J RIDGE BRIDGING CLIP CONNECTION DETAIL RF05 FRAME BRACE BOTH SIDES BR17, PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF030 AA FOR BYPASS PURUNS/ CHANNEL AA INSET CONDITION AA - - 1 ' REVISED SCALE: DATE R CKJ THG 11-96 DRAWN BY: THG RF04RAA HOED RF mm CKJ THG 6-98 I CBEC1® BY: BLJ 112-1-97 TBG I THG 2-99 DESIGN APPID BY: ION =19 I CE'D. I DATE ISSUED: CONNECTION DETAILS sunlna � AusAra DRAWING BEYS1 NUMBER ' DRF-2.0 3 U AIFJWYiN BuILIMC6 COYPlY11' Raow�do� nut Au wracna ■rA. sum me awo GIRT CUP (2) STRUCTURAL BOLTS (TYP) CL-4 COLUMN W TWO H.T. WASHERS PER BOLT 1/2'0XI 1/2' A325 . N m o .o F 0 g.E 1 O E nN ' I_ 6 1/4' I 6 1/4' N N m 0 0 m N N 'N GIRT GIRT 15.875cm I .875em GIRT GIRT EXTENSION GEA-2 Sk%W mrmno10 AYEIZI M IAt�010Fl� SECONDARY BOLT(5) nur �010� sim 70[ 2� 1/2X1 1/4 A325 Am Rw lNii RM 7 g• SECONDARY BOLT(S) CIRf CLIP 7 8' COLUMN 1/2X1 1/4 A325 CL-4 GIRIT CUP (2) STRUCTURAL BOLTS (TYp) ---- W TWO H.T. WASHERS PER BOLT 1/2'OX1 1/2' A325 • m co ` \ — J. I IF O I E O SECONDARY%S A725 1 1 4' 1 1/4' GIRT 2 1/2' n m W/ 1/2 HT WISHER SECONDARY BOLT(S) rz 1/2X1 1/4 A325 O it € O FRAME BRACE SECONDARY BOLT(S) _ (AS PER DESIGN) 1/2X1 1/4 A325 N N Y SECONDARY BOLT(�S2 J, W, , /a Al N m W/1/2 Hi WASHER COLUMN I LAP A PATTERN i 2'-0' W-11 7/8' K 6 1/4' 1 6 1/4' y�TM 3'-0' 1'-5 7/8' M 15.875cm 15.875cm L CIRf 4'-0' 1'-11 7/8' W VV)ZXFnIM ERS 5'-O'2'-5 7/8' 0 4' SDHH 6'-0' 2'-11 7/8' R GIRT CONNECTION TO COLUMN F01 P I GIRT CONNECTION TO COLUMN WO STANDARD GIRT LAP AT SIDEWALL WF02R FOR 9 1/2FLUSH GIRTS I AA B' k 9 1/2' INSET GIRTS AA BY-PASS CONDITION AA J - (2 STRUCTURAL BOLT 1 2'0 X 1 1/4' A321 (2)2-STRUCTUR/AL� BOLTS (TYP.) I 7.62cm 6.35cm '2)�STRUCIUHAAL�BOLTA325 (TYP.) • GIRf CUP CL-4 20.32 �7.82cm I6.35cm (2 STRUCTURAL BOLTS (TYP.) \ 112'0 X 1 1/4' A325 GIRT CUP CL-4 9 1 2' 24.13cm BY-PASS GIRT AT ENDWALL F58 I BY-PASS GIRT AT ENDWALL WF59 I BY-PASS GIRT AT SIDEWALL F55 I BY-PASS GIRT AT SIDEWALL F56 6' ZEE I AA 9 1/2' ZEE I AA 8r ZEE AA 9 1/2' ZEE AA FRAME E '2)2-STRUCTURAAL BOLTS (TYP.) iUGrURAL BOLTS (TYP.) X 1 1/e A325 A325 24.13em 24.13em FLANGE 8' CHANNFI 9 1/2' CHANNEL GIRT CUP GIRT CLIP 6.35cm 20.32em CHANNEL 24.13em CHANNEL CL-4 CL-4 GIRT DEPTH NOTE: 12' CHANNELS ON THE ENDWALL ARE SPECIAL CONDITIONS. ---------------- -- GIRT CIRf ' BY-PASS CEE GIRT AT ENDWALL F12 BY-PASS CHANNEL COLUMN F60 BY-PASS HOT ROLL/BUILT-UP COLUMN WF61 BY-PASS CEE GIRT AT SIDEWALL F1.1 AA I AA AAI AA 4 REVISED WFSORA& WF61RAA TAG TOG 10-99 tSCAL19: DATE j J REVISED WFOIPAIL WF010M ADDED WF12WN TOG BLJ 7-95 uwu-Ro+ovm wo-ylAA�w�7wu► u TDN— -IYPI -PURNN/-GIRT2 ADDED WF01M TBc THc 4-98ez: BLr CONNECTION DETAILS 5 OMITTED RFO2AA• ADDED WF02RAA TAG THG 3—Do' 1 REVISED RF02AA iBG THG 2-98 P'D BY: B 9 1�2�� GIRTS EsvNo• DRAWINGDWF-1.0 REVISION =11 lrD. DATE NO. REVISION MADE CCD. DATE NO. REYIRION 1FADE CCD. DATE 12-97 5 NUMBER nR.ol.2000 - - - - - - - - - - - - _ _ N N m 0 0 m N N 'N GIRT GIRT 15.875cm I .875em GIRT GIRT EXTENSION GEA-2 Sk%W mrmno10 AYEIZI M IAt�010Fl� SECONDARY BOLT(5) nur �010� sim 70[ 2� 1/2X1 1/4 A325 Am Rw lNii RM 7 g• SECONDARY BOLT(S) CIRf CLIP 7 8' COLUMN 1/2X1 1/4 A325 CL-4 GIRIT CUP (2) STRUCTURAL BOLTS (TYp) ---- W TWO H.T. WASHERS PER BOLT 1/2'OX1 1/2' A325 • m co ` \ — J. I IF O I E O SECONDARY%S A725 1 1 4' 1 1/4' GIRT 2 1/2' n m W/ 1/2 HT WISHER SECONDARY BOLT(S) rz 1/2X1 1/4 A325 O it € O FRAME BRACE SECONDARY BOLT(S) _ (AS PER DESIGN) 1/2X1 1/4 A325 N N Y SECONDARY BOLT(�S2 J, W, , /a Al N m W/1/2 Hi WASHER COLUMN I LAP A PATTERN i 2'-0' W-11 7/8' K 6 1/4' 1 6 1/4' y�TM 3'-0' 1'-5 7/8' M 15.875cm 15.875cm L CIRf 4'-0' 1'-11 7/8' W VV)ZXFnIM ERS 5'-O'2'-5 7/8' 0 4' SDHH 6'-0' 2'-11 7/8' R GIRT CONNECTION TO COLUMN F01 P I GIRT CONNECTION TO COLUMN WO STANDARD GIRT LAP AT SIDEWALL WF02R FOR 9 1/2FLUSH GIRTS I AA B' k 9 1/2' INSET GIRTS AA BY-PASS CONDITION AA J - (2 STRUCTURAL BOLT 1 2'0 X 1 1/4' A321 (2)2-STRUCTUR/AL� BOLTS (TYP.) I 7.62cm 6.35cm '2)�STRUCIUHAAL�BOLTA325 (TYP.) • GIRf CUP CL-4 20.32 �7.82cm I6.35cm (2 STRUCTURAL BOLTS (TYP.) \ 112'0 X 1 1/4' A325 GIRT CUP CL-4 9 1 2' 24.13cm BY-PASS GIRT AT ENDWALL F58 I BY-PASS GIRT AT ENDWALL WF59 I BY-PASS GIRT AT SIDEWALL F55 I BY-PASS GIRT AT SIDEWALL F56 6' ZEE I AA 9 1/2' ZEE I AA 8r ZEE AA 9 1/2' ZEE AA FRAME E '2)2-STRUCTURAAL BOLTS (TYP.) iUGrURAL BOLTS (TYP.) X 1 1/e A325 A325 24.13em 24.13em FLANGE 8' CHANNFI 9 1/2' CHANNEL GIRT CUP GIRT CLIP 6.35cm 20.32em CHANNEL 24.13em CHANNEL CL-4 CL-4 GIRT DEPTH NOTE: 12' CHANNELS ON THE ENDWALL ARE SPECIAL CONDITIONS. ---------------- -- GIRT CIRf ' BY-PASS CEE GIRT AT ENDWALL F12 BY-PASS CHANNEL COLUMN F60 BY-PASS HOT ROLL/BUILT-UP COLUMN WF61 BY-PASS CEE GIRT AT SIDEWALL F1.1 AA I AA AAI AA 4 REVISED WFSORA& WF61RAA TAG TOG 10-99 tSCAL19: DATE j J REVISED WFOIPAIL WF010M ADDED WF12WN TOG BLJ 7-95 uwu-Ro+ovm wo-ylAA�w�7wu► u TDN— -IYPI -PURNN/-GIRT2 ADDED WF01M TBc THc 4-98ez: BLr CONNECTION DETAILS 5 OMITTED RFO2AA• ADDED WF02RAA TAG THG 3—Do' 1 REVISED RF02AA iBG THG 2-98 P'D BY: B 9 1�2�� GIRTS EsvNo• DRAWINGDWF-1.0 REVISION =11 lrD. DATE NO. REVISION MADE CCD. DATE NO. REYIRION 1FADE CCD. DATE 12-97 5 NUMBER nR.ol.2000 - - - - - - - - - - - - _ _ N m W/1/2 Hi WASHER COLUMN I LAP A PATTERN i 2'-0' W-11 7/8' K 6 1/4' 1 6 1/4' y�TM 3'-0' 1'-5 7/8' M 15.875cm 15.875cm L CIRf 4'-0' 1'-11 7/8' W VV)ZXFnIM ERS 5'-O'2'-5 7/8' 0 4' SDHH 6'-0' 2'-11 7/8' R GIRT CONNECTION TO COLUMN F01 P I GIRT CONNECTION TO COLUMN WO STANDARD GIRT LAP AT SIDEWALL WF02R FOR 9 1/2FLUSH GIRTS I AA B' k 9 1/2' INSET GIRTS AA BY-PASS CONDITION AA J - (2 STRUCTURAL BOLT 1 2'0 X 1 1/4' A321 (2)2-STRUCTUR/AL� BOLTS (TYP.) I 7.62cm 6.35cm '2)�STRUCIUHAAL�BOLTA325 (TYP.) • GIRf CUP CL-4 20.32 �7.82cm I6.35cm (2 STRUCTURAL BOLTS (TYP.) \ 112'0 X 1 1/4' A325 GIRT CUP CL-4 9 1 2' 24.13cm BY-PASS GIRT AT ENDWALL F58 I BY-PASS GIRT AT ENDWALL WF59 I BY-PASS GIRT AT SIDEWALL F55 I BY-PASS GIRT AT SIDEWALL F56 6' ZEE I AA 9 1/2' ZEE I AA 8r ZEE AA 9 1/2' ZEE AA FRAME E '2)2-STRUCTURAAL BOLTS (TYP.) iUGrURAL BOLTS (TYP.) X 1 1/e A325 A325 24.13em 24.13em FLANGE 8' CHANNFI 9 1/2' CHANNEL GIRT CUP GIRT CLIP 6.35cm 20.32em CHANNEL 24.13em CHANNEL CL-4 CL-4 GIRT DEPTH NOTE: 12' CHANNELS ON THE ENDWALL ARE SPECIAL CONDITIONS. ---------------- -- GIRT CIRf ' BY-PASS CEE GIRT AT ENDWALL F12 BY-PASS CHANNEL COLUMN F60 BY-PASS HOT ROLL/BUILT-UP COLUMN WF61 BY-PASS CEE GIRT AT SIDEWALL F1.1 AA I AA AAI AA 4 REVISED WFSORA& WF61RAA TAG TOG 10-99 tSCAL19: DATE j J REVISED WFOIPAIL WF010M ADDED WF12WN TOG BLJ 7-95 uwu-Ro+ovm wo-ylAA�w�7wu► u TDN— -IYPI -PURNN/-GIRT2 ADDED WF01M TBc THc 4-98ez: BLr CONNECTION DETAILS 5 OMITTED RFO2AA• ADDED WF02RAA TAG THG 3—Do' 1 REVISED RF02AA iBG THG 2-98 P'D BY: B 9 1�2�� GIRTS EsvNo• DRAWINGDWF-1.0 REVISION =11 lrD. DATE NO. REVISION MADE CCD. DATE NO. REYIRION 1FADE CCD. DATE 12-97 5 NUMBER nR.ol.2000 - - - - - - - - - - - - _ _ GIRT CONNECTION TO COLUMN F01 P I GIRT CONNECTION TO COLUMN WO STANDARD GIRT LAP AT SIDEWALL WF02R FOR 9 1/2FLUSH GIRTS I AA B' k 9 1/2' INSET GIRTS AA BY-PASS CONDITION AA J - (2 STRUCTURAL BOLT 1 2'0 X 1 1/4' A321 (2)2-STRUCTUR/AL� BOLTS (TYP.) I 7.62cm 6.35cm '2)�STRUCIUHAAL�BOLTA325 (TYP.) • GIRf CUP CL-4 20.32 �7.82cm I6.35cm (2 STRUCTURAL BOLTS (TYP.) \ 112'0 X 1 1/4' A325 GIRT CUP CL-4 9 1 2' 24.13cm BY-PASS GIRT AT ENDWALL F58 I BY-PASS GIRT AT ENDWALL WF59 I BY-PASS GIRT AT SIDEWALL F55 I BY-PASS GIRT AT SIDEWALL F56 6' ZEE I AA 9 1/2' ZEE I AA 8r ZEE AA 9 1/2' ZEE AA FRAME E '2)2-STRUCTURAAL BOLTS (TYP.) iUGrURAL BOLTS (TYP.) X 1 1/e A325 A325 24.13em 24.13em FLANGE 8' CHANNFI 9 1/2' CHANNEL GIRT CUP GIRT CLIP 6.35cm 20.32em CHANNEL 24.13em CHANNEL CL-4 CL-4 GIRT DEPTH NOTE: 12' CHANNELS ON THE ENDWALL ARE SPECIAL CONDITIONS. ---------------- -- GIRT CIRf ' BY-PASS CEE GIRT AT ENDWALL F12 BY-PASS CHANNEL COLUMN F60 BY-PASS HOT ROLL/BUILT-UP COLUMN WF61 BY-PASS CEE GIRT AT SIDEWALL F1.1 AA I AA AAI AA 4 REVISED WFSORA& WF61RAA TAG TOG 10-99 tSCAL19: DATE j J REVISED WFOIPAIL WF010M ADDED WF12WN TOG BLJ 7-95 uwu-Ro+ovm wo-ylAA�w�7wu► u TDN— -IYPI -PURNN/-GIRT2 ADDED WF01M TBc THc 4-98ez: BLr CONNECTION DETAILS 5 OMITTED RFO2AA• ADDED WF02RAA TAG THG 3—Do' 1 REVISED RF02AA iBG THG 2-98 P'D BY: B 9 1�2�� GIRTS EsvNo• DRAWINGDWF-1.0 REVISION =11 lrD. DATE NO. REVISION MADE CCD. DATE NO. REYIRION 1FADE CCD. 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TOE SDES • D YEIOTARSAL GUARD. EYE PROlECf10N AND HARD HATS, WITH METOTARSAL CUARD. ETE PROTECTION AND HAM HATS � E N�iSAI GUARD. EYE PROIECIgII AND F� MSN. GMRD. EYE PROTECTION CL-2 STRUCTURAL 1/4 OA.i23 U.N.) BOLTS CTUP W NEUH.T. WASHERER BOLT STR RA/4 BOLTU.N.) CL-2 2-OXIAL 2 STRUCTURAL BOLTS I INSET I 1/2'NX1 1/2' A325 W ONE H.T. WASHER PER BOLT 1/2'W%1 1/2' A325 ENDWALL CIRT j CL-2 (2 (IMP.) GIRT ENDWALL CL-2 ((2 STRUCTURAL BOLTS (TYP.) ENDWALL 2• STRUCTURAL BOLTS ONE CL-4B I a�� 2 STRUCTURAL BOLTS 2�STRUCoxi � 25LTS j,2'/Xi 1/4' A325 1/2'WX1 1/2' AJ25 GIRT CORNER CIRf 001E W ONE C/2- ^ i SIDEWALL GIRT ___ —_ _ _-_ 1 1L A325 • :` ` a iU0a0� CL-4 r1• sla �)Oc0 CL'4 I. as CL-4 -- -- rc CL-4 ) O a - T a f (OPEN) j Q (OPEN) 0 0 0 i Ia0 (OPEN) 0 I Ico 1 0 0 I^ M O O (OPEN) 10aci I GA-1 o-aa1 ao_ )Oa-1 GA-1 .oaa I -0 ooaal 0 0 _ 0 0 oaa �000 -------- -------------------------- --------1lli 0 ._ -- _L(i o -, r o c J --- ------ �, I►-•1/B' _ 1'-8 � 7/B BY-PASS 2--3 1/2- SIDEWALL GIRT 7/B' CORNER GIRT � 1/B' 1'-6' -- 1 5/B' II-- INSETt'-7 1 2' -PASS 2'-3 1 2' GIRT EXTENSION ANGLE GEA-2 GIRT EXTENSION ANGLE INSFr 1'-7 1 2' GEA-2 CORNER GIRT CONNECTION WF24 CORNER GIRT CONNECTION F24 CORNER GIRT CONNECTION I WF25 CORNER GIRT CONNECTION F25 OPEN BY-PASS 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 OPEN INSET SIDEWALL GIRTS/INSET ENDWALL AA AYEAIGW !{ADIIN.� OOIPANY RECOYYF}IDS THAT ALL BUILDINGS KERS WEAR SIFiI.. 70E SAES AIERRiIN HUULINGS OOYPAKf RECOIIYEtDS TENT ALL WORKERS G WEAR ANr TOE SY.OES rc N MERMGW NAIDINGS COMPANY RECOMMENDS THAT ALL ECIMEN6 WEAR STEEL TOE SIQ9 �n P REnumm AIERICAN BUIDINOS COMPANY RECOMMENDS THAT ALL WDRIONS VIM STEEL TOE SHOES GUARD. EVE PROTECTION Will YM HATS. AN MAID ANTS WTIAI YERNISAL GUARD. EYE PRDIELRI:N MID HARD HAMS WITH YflOEA1SAL GUARD.EYE PR FIECTION AND HARD HATS WITH METOTARSAL GUARD. EYE PROITCIION AND HARD ANUS STRUCTURAL BOLT (TYp U.N.) 1/2'W%1 1/4' A32b CL-2 GI@IS 2 STRUCTURAL BOLT' W ONE H.T. WASHER PER BOLT CL-2 - STRUCTURAL BOLT (TYP 1/2'MIX1 1/4' A32 I I U.N.) 2 STRUCTURAL BOLTS W ONE H.T. WASHER PER BOLT R - M 1/2-OXI 1/2' A325 I ENDWALL I �i• II ENDWALL I 1/2'OX1 1/2' A325 2 STRUCTURAL BOLTS ((2 STRUCTURAL BOLTS (TYP.) 2 STRUCTURAL BOLTS GIRT !! 2 STRUCTURAL BOLTS GIRT �' CORNER GIB Is p• 112'A%1 1/4' A325 2'A%1 1/4' AJ25 �i__ ____ W ONE CL-48 1/2'WX1 1/2- A325 ` __ i c 1/2%1 1�248/L725 i`4 (OPEN) (OPEN) Op c CL--4 �R00-- no 0-^ SIDEWALL GIRT CL-4 SIDEWALL GIRT CL-4 / -� A / GA-1 �a Oc a0a ! l CORNER GIRT O o { 0 0 0 -II ! U 0 r0 0 D 0 0 (OPEN) �E3 ., 1 0 =-- I �a 0 0 (OPEN) l;�l 0 0 J GA-1 0 0 0 -GA-1 0 ------- a I GA-1 o a _ ---------- IaOc�_ ----------------------- ------ tll (111 --------- -----------------------------�(111 a0a !1------------- US CL-4 1 5/8. - ASS 2'-3 1/2- {I Imo- • 2'-3 1/2' BY-PASS I 1'-7 1/2' INSET I 1'-7 1 /2' INS, CORNER GIRT CONNECTION WF26 CORNER GIRT CONNECTION F26 CORNER GIRT CONNECTION WF34 CORNER GIRT CONNECTION F34 OPEN FLUSH SIDEWALL GIRTS/FLUSH OR BY-PASS ENDWALL AA OPEN FLUSH SIDEINALL GIRTS/INSET ENDWALL AA BY-PASS SIDEWALL GIRTS/OPEN ENDWALL (FLUSH OR BY-PASS) I AA BY-PASS SIDEWALL GIRTS/OPEN ENDWALL (INSET) AA AIERICAN 91lDINGS COYRWY RECOYENDS TEAT ALL WORRIERS WEAR STEEL TOE SHOES METOTARSM. WIETY AMERICANN BUU DNNGS COMPANY RECOMMENDS 1WAT ALL WORKERS WEAR 6IEa lOE SlY1E5 PROTELTON R SAFETY PRECAUTION: AIERICAN COMPANY RECOMMENDS 11NT ALL IYORIO76 MICM SEEM TOE SHOES WITH MEIOTARSAL GUAR. EYE PROTECTION SAIFElY PRECAUTION: AMENCAN NRDNGS COMPANY RECOMMENDS THAT ALL IPDRIEITS WEAR STEEL TOE SAGES WADE METOTARSAL EYE WITH GRACED. EYE PROTECTON AND WARD HAM 2 STRUCTURAL BOLTS WITH MEWIARSAL GUARD, EYE AND HAD HATS. AND HARD HATS GUARD, PROTECTON AND HAM EATS. TWOH.T. WASHERS PER BOLT STRUCTURAL /2' W TWO H WASHERS PER BOLT 11/2-OXI (2 STRUCTURAL BOLTS 2 STRUCTURAL BOLTS STRUCTURAL BOLT ((TYP U.N.) 1/2' A325 • /2�TXO H.T. A32ERS PER BOLT W TWO CL-4B 1/2-OXI 1/4' A32$ 2 STRUCTURAL BOLTS STRUCTURAL BOLT (TYP U.N.) 1/2'OX1 1/2' A325 (OPEN) W TWO CL-4B 1/2'AX1 1/2' A725 1/2'AX1 1/4' A325 2 STRUCTURAL BOLTS CL-4 (2] STRUCTURAL BOLTS (TYP.) a-4 (OPEN; (OPEN) W TWO CL-48 (OPEN) jj/�2'CXl 1/4' A325 . SIDEWALL CL-4 SIDEWALL 1/2.OXI 1/2' A325 CORNER GIRT 71 GIRT CORNER GIRT GIRT CL-4 ^0 O 0 CORNER GIRT 0 0 - 0 0 �_ ERR 00 O O O^ = O O O O a CORNER GIRT � O O 00 la 0 0 0 0 .. " 00 0 GA-1 0 Oo !; lo0 0 0 001 GA-1 a0 0 0 L_ Raj GA-1 0 GA- I►-1/B' STRUCTURAL BOLT (TYP U.N.) FLUSH1'-B' 1/2-OX1 1/4' A32 I -- - ------ f---1/8. ----- -- SIDEWALL CIRi GIRT EXTENSION AN CLE . 1'-6' --FLUSH . .. - - - - -- SIDEWALL .GIRT - - - - - - — _ — -- - --- - - - 2'-3 1/2- _- — _ -- - - - - ---1-5/B' - EXTEWSION ANGLE -- - -— - SINSET 1'-7 1/2- 1'-7 1 2' GE'A-2 CORNER GIRT CONNECTION _ _ WF35 CORNER GIRT CONNECTION F35_ CORNER GIRT CONNECTION WF36 CORNER GIRT CONNECTION FLUSH SIDEWALL GIRTS/OPEN ENDWALL(INSET) AA INSET SIDEWALL GIRTS/OPEN ENDWALL(FLUSH OR BY-PASS) AA INSET SIDEWALL GIRTS/OPEN ENOWALL(INSEr) AA FLUSH SIDEWALL GIRTS/OPEN ENDWALL (FLUSH OR BY-PASS) AA DATE TYPICAL WALL FRAMING � EGnvu A40AYA THc - -f -REVISED-WF25FI�WF250AA- MSAk-WF260AA WF35AAA,WF350AA, WF36AA. WF360M -TB W- ffMCNA—P�Pl.) - DRAWING NUMBER DWF-3.0 REV.NO. 1 REVISION MADE MD. DATE NO. REVISION MADE CrD. DATE NO. REVISION MADE CE'D. DATE 12-1-97 no. nuTayC (psu-Udl) ' 0-1 Ulm PRMWTOK OF RAFTER WOME S riwn[u u� THE PROPU USLTioN PPOCFDIANS 4. FOR ALL JOBS PURUN U TOP HOLE IS USED WITH 9 1/2' AND 12' MEMBERS ONL! (2) STRUCTURAL BOLTS TOP HOLE IS USED WITH - 1 2'� X 1 1/4' A3T5 9 1/2' AND 12' MEMBERS (SEE NOTE FOR LOCATIONS) ONLY { PLATE MUST BEM ON RAFTER '70P' MARK TO TOP - IMI 2 sm AlcTu.BOLTS NOTE: WHEN ATTACHING CL-15 USE TWO 2'0 X 1 1/4 A325 BOLTS. USE THE BOTTOM HOLE ON ALL MEMBERS. USE THE MIDDLE RAFTER HOLE ON B' MEMBERS. THE TOP HOLE IS FOR USE ON 9 1/2' k 12' MEMBERS. PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 AA PURUN 1E ARM / `ANR-ROLL CUP L F52 -/// CL-12 = B' PURUN CL-13 = 9 1/2' PURUNS CHANNEL SUPPORT CUP CL-14 - 12' PURUNS CL-11 r /2-0 XR;1/4L A325P )J b \ - COLD-FORMEO RAFTER SAFETY PRECIWR•NI: POT WORKER SAFETY FMT. ' 'TOP' MARK PURUN WEB REINFORCEMENT CUP CL-15 (2) STRUCTURAL BOLTS 1/2-0 X 1 1/4' A325 (SEE NOTE FOR LOCATIONS) PLATE MUST BEM ON RAFTER 'TOP' MARK TO TOP STRUCTURAL BOLT -- 1/2'0 X 1 1/4' A325 PURUN ANTI -ROLL CUP CL-12 - B' PURUNS CL-13 - 9 1/2' PURUNS CL-14 . 12' PURUNS 92 STRUCTURAL BOLTS 2'R X 1 1/4' A325 aL-Ts e a CL-13 - 9 STRUCTURAL BOLT 1/2.0 X 1 1/4' A325 � RAFTER (2) STRUCTURAL BOLTS 1 2'� X 1 1/4' A325 (Z 2 STRUCTURAL B ;L� 1, '� (2 STRUCTURAL BOL ((2)) STRUCTURAL BOLTS 1,2.0 X 1 1/4' A325 j/2'R X 1 1/4' A325 NOTE: WHEN ATTACHING CL-15 USE 1W0 BOLTS. USE THE BOTTOM HOLE yNflY PAIMALIFpk 4s ON ALL MEMBERS. USE THE MIDDLE WDMGR SHOADFEW SAFETY PREGAUTIM' HOLE ON B' MEMBERS. THE TOP HOLE IS mBM �e[� PROOMME D1pN q�g, NEAR OW YE FRDIE I — 01lKAlAPPAINC �! SAFETY PFIECAUTIOR ALIVANS DSHlh FOR USE ON 9 i/2' & 12' MEMBERS. — OR nE nHC SOiE1 CNS �ITiM lAPPROVm� UE iml;; �ROH TLHEL PURLIN WEB REINFORCEMENT CLIP DETAIL RF54 ANTI -ROLL DETAIL UPHILL RF50 ANTI -ROLL DETAIL DOWNHILL RF50A AA RIGID FRAME RAFTER AA RIGID FRAME RAFTER AA PURUN STRUCTU:w1L BOLT (IYP.) 1/2-0 X 1 1/4- A325 SAFETY PREcAunow. 11010001 PEASDNAL PROTMMON EDU OR SHOULD AMYS NETT OSHA STANDARM /-AANTI-ROLL SUP 12 B PURUNS EL-13 9 1/2' PURUNS CL-14 12' PURUNS CHANNEL SUPPORT CUP CL-11 U ANTI -ROLL SUP r CL-12 B PURUNS CL-13 9 1/2' PURUNS CL-14 12' PURUNS (FARSIDE) STRUCTURAL BOLTS 1/2.0 X 1 1/4' A CHANNEL SUPPORT CUP CL-11 COLD -FORMED RAFTER SAFETY PUF wm nw. ANTI -ROLL CUP— CL-12 a B' PURUNS CL-13 - 9 1/2' PUI STRUCTURAL BOLTS (TYP.) 1/2.0 X 1 1/4' A325 0 0 A c 6APElY F'RE['JHITION: TTHMC(FA PTR90NAL PNDIE1CTgN EDOPIEIIf 9gLLD Al11NY5 YEET aSFN STANDAHfE, CHANNEL SUPPORT CUP CL-11 ANTI -ROLL DETAIL RF51 ANTI -ROLL DETAIL UPHILL RF5 ANTI -ROLL DETAIL RF55 ANTI -ROLL DETAIL DOWNHILL RF56 COLD -FORMED ENDWALL RAFTER AA COLD -FORMED ENDWALL RAPIER AA COLD -FORMED ENDWALL RAFTER AA COLD -FORMED ENDWALL RAFTER AA tAFEIY PMCAUTION: ROOF PANEL PURUN SWORKEM SCUD BE TRAINED N OF RAFTER INSULL ADDITIONAL ROOF FASTENERS T PURUN WEB REINFORCEMENT CUP THE Pimm ErarnON FRRCiDTH3S I AT MITI -ROLL CUPS ROT ALL JOBS. 4' INSTALL ADDITIONAL ROOF FASTENERS CL-15 PURUN AT ANTI -ROLL CUP ANTI -ROLL CUPS TOP HOLE IS USED WITH ROOF PANEL WITH-------------C,— --- ---- -- PURUN CL-13 - 9 1/2'UP RUNS NS TOP HOLED USED MBE CL-14 = 12' PURUNS ROOF FASTENER U/ �ONLY2 AND 12' MEMBERS ROOF FASTENER (2) STRUCTURAL BOLTS ONLY2' AND 12' MEMBERS PURUN WEB REINFORCEMENT CUP 1. 1/4 1'-a. O.C. 12X1 1/4 1/2'� % 1 1/4' A325 U V-0' O.C. (SEE NOTE FOR LOCATIONS) PLATE MUST BEM ON RAFTER CL-15 'TOP' MARK M TOP TOP (2) STRUCTURAL BOLTS 1/2-0 X 1 1/4• A325 - -- - '�2�sTRUCTUl1/AL TS - T (SEE NOTE FOR LOCATIONS) T RF56 T PURUN WEB n-RCL-12ya 9 UPURUNS AA REINFORCEMENT CUP CL-13 9 1/2' PURUNS CL=15 CL-14 = 12' PURUNS (FAR SIDE) fO HANNEL SUPPORT CUP 1.1 1 (2) STRUCTURAL BOLTS PLATE MUST BEAR ON CL-11 1/2'0 X 1 1/4' A325 RAFTER 'TOP' MARK TO TOP STRUCTURAL BOLTS �.) RF54 -- -- 1/2'� X 1 1/4' A3 5 M PURUN COLD -FORMED RAFTER TUCTURAL BOLTS X 1 1/4- A325 OTE FOR LOCATIONS) R1r WHEN ATTACHING CL-15 USE -TWO - BOLTS. USE THE BOTTOM HOLE ON ALL MEMBERS. USE THE MIDDLE 2 STRUCTURAL BOLTS S,2'D % 1 1/4' A725 S�1Y R1Er.OttIDN; PID rdaeR SAFEm nRsr. BOLTS. USE THE BOTTOM HOLE ON ALL MEMBERS. USE THE MIDDLE HOLE ON S' MEMBERS. THE TOP HOLE IS NOTE USE THE BOTTOM HOLE ON ALL MEMBERS. USE THE MIDDLE HOLE ON B' MEMBERS. F 5 0 Tc 7KAaUHD m usE THE sAErs AND Nnsr PRErAunoft WORKM ULD RE i AED m WETHE TAFESf AND Yosr OLE ON B MEMBERS, THE TOP HOLE IS � FOR USE ON 9 1/2' k 12' MEMBERS. pRDpOCINE EFAM N IECHROUES THE lOP HOLE IS FOR USE ON 9 1/2' k 12' MEMBERS. PRODIICTNE EAF01gN 1FCHMOlIFS. FOR USE ON 9 1/2' k 12' MEMBERS. RAFTER • PURLIN WEB REINFORCEMENT CLIP DETAIL RF53 ANTI -ROLL DETAIL RF51 ANTI -ROLL CLIP DETAIL I RF57 I PURLIN TO WELDED RAFTER CLIP DETAIL _ RF54A LONGSPM PANEL BA COLD -FORMED ENDWALL RAFTER LONGSPAN PANEL BA PURUN WEB REINFORCEMENT CUP REQUIRED I AA AA ADDED RF54AAA TAC THc . 10-99 SCALE: DATE ANTI -ROLL CLIP DETAILS AND PURLIN WEB REINFORCEMENT CLIP DETAILS 1TtRATlL � AueAr• REV. RF3,TML 54AA, 538L ADD. RF37AA• REV. RCEIBA CKJ THG 1-99 DRAWN BY: TUN_ — dDATEN0. ZCrDNO. EPSED-DRAWING N MBER cKJ THc io-9e ��—BY. REVISED RF54AA THG BLJ 2-98 DESIGN APP•D BY: DRAWING NUMBER ' DWR-1.0 REV.NO. 4 N0. REVISION MADE CH'D. REVISION MADE REVISION_ MADE CE'D. 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J11edM100 Z-0Od dn0 MOM M00 Cm cuu) MONUM 1nOdSNAA00 1rlm 3AV3 aNDGVU 3AVAw tLae01 3ta1 anon ONO1V�p un rz•RAL OUMWVi 3N•1 aMGM 0N0 tmufw mwddI[dLtiYA AOOiI X. IV v Mom aNV dvi a311l10 15 Sa3N31svi (dVl � OTOZ drn aauns dV1 NOV3 TEAS MUM 30 AMto I m 13M RA (dY1 and •o.03M ZO Z•st-110 13ARI aNne vum • z-c1-119 WE= m3un0 x011e 39NN%rU , d1•t �' � MVIS MOVR S39M��1d �`' � U SAVE SUPPORT FSE-1 Srr+UCTURAL FASTENER I 2X1 1/4 SDHH 1--u- O.C. WITH LONGSPAN OR ARCHITECFU N WIAL L PANELS (STANDING SEAM B. STANL 1' 3W OR LDC-SEAM ROE %Ail; ;) ROOF PANEL--- - i EAVE CLOSURE FLASHING i StANKE7 INSULATION - WALL PANEL � t BLANKET INSULATION vim,;'.?rTTON NO. 5 • (STEP 1) I ' . NO. ERML410N apa: + alb. RATS NO. SAVE ':`w''Nd FSE-1 CIURAL FASTENER I2X1 1/4 SOH1 -0. O.C. i;-AvDaR LAVE .-�;�"�2=14tl WITH SHADOW ,TANDING SEAM 11. S'..'^'"G SJW 360 OR LOC-SEAM CFE INSTRUCTI;_Ii_UPI. 5 (STEP .) EAVE SUPPORT FLASHING FSE-IT STRUCTURAL FASTENER 12X1 1/4 S NH ,-0* O.C. E 411 THERMAL SPACER EAVE CONDITION WITH LONGSPAN OR ARCHITECTURAL I WALL PANELS (STANDING SEAM IL STANDING SEAM 380. LONGSPAN OR LOC-SEAM ROOF PANELS) WALL FASTEN' 14 SDHCW 1 '-0" O.C. OUTSIDE PANEL CLOSURE k' 1 SEE INSTRUCTION NO. 6_ (STEP 3) SCALE: DATE muwN BII: TN. 111-95 12-1-Y7 SAVE SUPPORT FLASHING FSE-IT STRUCTURAL FASTENER //12X1 1/4 SOHN 1'-0. O.C. 3 1/I- T ERMAL SPA R EAVE CONDITION WITH SHADOW PANELS (STANDING SEAM U.-STANDING SEAM 360. WINGSPAN OR UDC -SEAM ROOF PANELS) INSTRUCTION� 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-,. AND .FSE- HT) ON THE EAVE STRUT. LEAVING A 1 1/2- OPENING BETWEEN THE OUTSIDE FACE OF THE - SAVE STRUT AND THE INSIDE OF THE.EAVE SUPPORT FLASHING. (A 2 X 4 WORKS WELL TO OBTAIN THIS SPACE). THE 1 1/2. OPENING WILL ACCOMMODATE LDNGSPAN OR ARCHITECTURAL 11 WALL PANELS. AN OPENING OF 3 1/0- MUST BE MAINTAINED FOR SHADOW PANELS. SECURE THE SAVE 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 EAVE SUPPORT FLASHING. INSTALL EWE CLOSURE FLASHING (FEC-•) PRIOR TO INSTATING ROOF PANELS. EAVE CLOSURE FLASHING IS HELD IN PLACE BY ROOF FASTENERS AT EAVE. 4. INSTALL THE ROOF PANELS ACCORDING TO THE APPROPRIATE MANUAL AND/OR ERECTION DRAWINGS. REMEMBER THE PANEL OVERHANG DIMENSION IS USUALLY FROM THE FACE OF THE SAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 3. WALL PANELS AND INSULATION MAY NOW BE INSTALLED. SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MA iUFACiURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AID EAVE CLOSURE FLASHING, PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTET ENS MUST BE INSTALLED BELOW THE EAVE TRIP. I. INSTAL THE PANEL CLOSURES AND SECURE THE ERNE CLOSURE FLASHING TO ilH_ WALL PANELS. • NOh: SHADOW PANEL INSTALLATIOP' SHALL VARY FROM THE DETAILS SHOWN. SEE IhF SHQx% PAN& ERECTION DRAWINGS F3R FASTENER AND nASHiNG D'c-HAILS. SPECIAL ERECTION DETAILS —ROOF CHFE7nNa PRIOR TO WALL SHEETING DRAWING SED-1.0 : ....,..,� I t POST HUNG DELUXE EAVE FLASHING - LOC—SEAM PANEL HIGH SIDE EAVE FLASHING I_ BLIM RIVET Yfi 1/8 NNE f�FASTENEIR WRF (SELF DRILLING) ROOF FASTENER /SOfmm (SELF DRILLING) FASTENER /R14X7/66 WHCW MY MUM) NO. -- D1VL40 .Moan No. TIR.02.2000 IF LONGSPAN, STANDING SEAM &'LOC—SEAM LONGSPAN PANEL CORNER FLASHING ARCHITECTURAL PANEL CORNER FLASHING IA PANEL RAKE FLASHING L ONGSPAN PANEL HIGH SIDE EAVE FLASHING SSEAM PANEL HIGH SIDE EAVE FLASHING WITH RSF-1 —STANDING - - - ,m=- 1. ALL ROOF FLASHING LIPS 94ALL BE SEALM WITH 3/4 X 3/16 TAPE MASTIC AND REINFORCED USING BACKUP FLASHING FEB-- (SEE OEIAL RC35AAA). 4. ALL FLASHING LIPS .SHALL BE TWO INCHES EXCEPT CORNER FL49M LIPS WHICH SHALL BE ONE INCH. 3. VALLEY 6URER LIPS SHALL 6E ED SEALWITH 2 X 3 16 TAPE ELASTIC AID SEAL BE STITCHED WON /14 ROOF FASTENERS TWO INCHES ON QUANTITY WILL VARY WITH (UTTER SIZE. 4. MR FLASHING LAPS NOT SHOWN. USE THE FOLLOWING AS A GUIDE; F1ASKIN:S THAT ARE EXPOSED 70 ROOF WITONS, USE 14 ROOF FASTENERS THREE INCHES ON CENTER. ALL OTHER CONDITIONS LiSE 1/6 NCH BL RIVETS THREE 0iCF1ES ON CENTER. DETAIL RC35AAA I DELUXE CAVE FLASHING DETAIL SAL RAKE, CAVE TROT REVISIONS TiEVLILON- 3 OFiFASTEDER O.C. RpFLASHING p� PIECE B' -\ TA/P4E MASTIC 3TM P OCHE FLASHING HOLES MIST BE ORI= PIIOR TO APPLYING MASTIC. 70LIO MY LAP PIECE 'B' OVER PIECE '1A'. PRE-ORILL THE REOUIIED NUMBER OF 1/4A -- - - --ROOF70 OIL>=FL7ASiOaF HOLES THROUGH =ACKUP=FlIDiB4FNdOEPPLCE$��— TAPE MASTIC AND BPL3LUP FLASHING ON PIED W AS S HOML LAP PIECE 'r OVER PIECE '/A' BEING CAREFUL 70 ALIEN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG Row 7o WALL CONDITION. SECTICN THROUGH ROOF FLASHING LAP RC3rA AA SCALB: DATE DnVN nl TING�� AHJIIAIM cis» ETA i c 1 STANDARD FLASHING LAPS DITSKa1 AN7'D Dit DRAT MG DE/xl PURLIN • MICHIGAN HANGER CO. PURLINMODEL ' . • O. 315 400 LB. MAXIMUM (2) /12 STRUCTURAL FASTENERS ANGLE (LONG)x1/B'x3� 4" PIPE MAXIMUM OR 1 BOLTS 3/4' max. 3/4' max. _ I2) 14'0 (FIELD DRILLLL H LES AT EACH ANGLE LOCATION) ANGLE • LONG) (2) /12 STRUCTURAL FASTENERS OR (2) 1/4.0 BOLTS (ANGLDD DRILL AT EACH . CAP (2) #12 STRUCTURAL FASTENERS OR (2) 1/4'A BOLTS TYP (L2'x2"xl/8'x6' LOCATION) (FIELD D I HOLES AT EACH 1� ANGLE LOCATION) 3/B'6 ROD HANGER ANGLE• (L2'x2'x1/B'x6' LONG) 3/B'6 ROD HANGER L (FIELD RI (FIELD DRILL) ) . ANGLE SPRINKLER (L3'x3'x3/16'x LENGTH) • MAY BE OMTITED WITH HANGER LOADS 50 LBS. NOTE: PURLIN UP MUST NOT • MAY BE OMIT EO WITH PIPE 3/8'0 ROD HANGER NOTE:" OR LESS. SPRINKLER BE DISTORTED. SPRINKLES HANGER LOADS 50 LBS. PIPE OR LESS. PURLIN UP MUST NOT ' PIPE l it BE DISTORTED. SECTION 'B-S" SECTION "A -A" i PIPE i HANGERS (TYP. U.N.) i PIPE i'A' I I PWE I I i PIPE I -A- I - -'- -- __ SUPPORT M LIES (1YP. U.N.) �Y / BAY �Y .e 1/2 BAY 1B/AY 1Y XY BAY SPACING BAY SPACING BAY SPACING £ PURUN £ PURUN £ PURUN £ PURUN £ PURLIN £ PURLIN £ PURLIN £ PURUN f PIPE £ PURLIN SECTION A -A Iwo E RIGID F SPRINKLER PIPE HANGER -DETAIL AT PURLINS SH01 ALTERNATE SPRINKLER PIPE FIANGFR OE'iAIL AT PURLINS I SH02 SPRINKLER PIPE HANGER DETAIL BETWEEN PURLINS SH03 I TYPICAL SPRINKLER PIPE LAYOUT SH04 AA AA AA AA QUNALIM CILLATERM LOA•^. FOR PIPE SUPPORTS I 20' BAYS ti BAYS 30' BAYS POINT LOAD AT -HANGER SM. WT. Wf `r �Y.T.I ?APE PIPE PIPE PIPE PIPE 2150EPIPE I DRY r.+2 0/ +PIPE 2 0/ + SIZE 6" 19.97 I 1.5 8 11 6 1 a 5 6 315 565 5' 14.62 23.3 6 9 4 7 3 5 223 483 4' 10.79 i6.3 4 7 3 6 2 5 163 413 3 112" 9.11 3.4 1 4 7 2 I 5 2 4 134 384 3 7.58 .0.8 3 6 2 5 2 4 108 358 2 1�2' 5.79 7.9 2 Z.1 i 6 1 �' 5 11 1 4 79 329 2 1 1/2' J.65 j 1 2.72 3.S ! 1 5 5 1 1 1 4 1 1 3 3 51 36 301 286 1 1Z4' 2.27 I. 9 ! 1 5 1 4 1 3 29 279 1 1.68 2' 1 ! 1 5 1 4 1 3 21 271 • CLAMP L NOTES: 1. PIPE H1NGEF'. ASSUMC:I AT 10' SPACINGS LOCI.;_•0 PER IMICAL PIPE LAYOUT AS SHOWN IN .. DETAIL SH04;'AA • MICHIGAN HANGER CO. 2. FOR PIPE 8U. -oRrD AT 5' INTERVALS, VALUES ABOVE W.! BE HALVED. � MODEL NO. 315 - 3. PURLIN SPAC' ASiUME:) TO BE 5' ON RENTERS. OR EQUAL 4. SPECIAL CDR: UERATICV SHOULD BE MADE WHET' ALL 9AYr ARE NOT UNIFORMLY LOADED. S. 250 LOAD I_ REQUIJU'J BY UBC TO BE APPUEZ TO M9 ONE SINGLE SUPPORT IN ADDITION 41X1 L8. MAXIMUM TO PIPE LOWS. 4' PIPE MAXIMUM LOADS FOR SPRINKLER PIPE SUPPORTS - SHO CLAMP DETAIL SH08 AA AA IIUR%IN %E L PURLIN PURLIN , FPURLIN Ec ,. CLAMP WTHO CLAMP WTT{C'IT CLAMP WTTHOIJT BENT LIP OF PUR N CLAMP WITHOUT REINFORCING A GLE REINFORCING AN 1,; 1 _ REINFOPCING ANGL REINFORCING AN •- SPRINK ''PRINK SPRINKLER SPRINK PIPE PIPE r PIPE PIPE NOT ALLOWED NOT ALLOWED NOT ALLOI+�;D NOT ALLOWED SPRINKLER PIPE "NOT ALLOWED DETAIL" SHOS SPRINKLER PIPE "NOT ALLOWED DETAIL" H06A SPRINKLER PIPE "NOT ALLOWED DETAIL" CLAMP WITHOUT REINFORCING ANGLE AND BENDING UP OF PURLIN SH07 AA SPRINKLER PIPE "NOT ALLOWED DETAIL" CLAMP V.THOUT REINFORCING ANGLE AND AT ACHED AT PURLIN LIP CLAMP WITHOUT REINFORCING ANGLE AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT PL-RI IN UP AA SCALE: DATE � RECOMMENDED SPRINKLER PIPE HANGER DETAILS xxxxxxxxRraxarsraxr•�. =D'AO1 DRAWN BY: C=CZED BY: _ DESIGN APP'D BY: AIiAl NUMBERBER SPH-1.0 ' RZV.NO. 0 _ N0. REVISION MADE Clip. DATE N0. REVISION MADE L7CD. DATE NO. REVISION MADE CICD. DATE 18SilED: 12-1-97 USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN Hu PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER S UARE ALLOWUnON iD BE A 2 S 6 BLOCKING TO BENFAIH ` PURUNS OCIFT HAZARD THE BENEATH PANELS WITH PO A TARPAULIN TO • PJUT+VENT DIRT AND DEBRIS FROM ENTERING FEMALE SEAM. SQUARE THE ROOF. WORKERS SHOULD SEAR 2' WOOD BLOCKING OSHA APPROVED HAM was SMEIV PRECAUTION OIOE T- NNNTAN A MEAN AND R1AOIq OROMY WOW AREA rr RIGID FRAME 2' NOTCH 2' NOTCH �dpE RIGID FRAME PURUN SPACING ?� SAFE% PRECAUDOH PURUN SPACING + 2' SDAY WELL N CLEAN OF ALL LOADS WN MOM IN ANY IFE OF AND nxT ��KEEP OF n WADI. STRAIGHT PURUNS ARE A NECESSITY. ZEE SECTIONS HAVE A NATURAL TENDENCY TO ROLL OUT OF PUNS AND DEFLECT HORIZONTALLY. THIS MUST BE CORRECTED BY FORCING THE PURUNS INTO PROPER PLANE AND SPACING. WOOD BLOCKING IS RECOMMENDED AS ONE METHOD TO TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD WOOD BLOCKING ACCOMPLISH THIS. SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS THAT ACCOMPANIED THE BUILDING TO DETERMINE THE PURUN SIZE AND SPACINGS. PANEL BUNDLE BEFORE SHEETING BEGINS IN ANY BAY, PLACE BLOCKING IN THAT BAY ACROSS THE FULL WIDTH OF POLYETHYLENE OR TARPAULIN THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF THE ROOF OR WALLS IS TO HAVE THE THE BWLDING. AT LEAST ONE ROW IN THE CENTER OF THE BAY SHOULD ALWAYS BE USED. USE y PRIMARY FRAMING PLUMB AND SQUARE FOR BEST RESULTS, IT IS RECOMMENDED THAT A TRANSIT ADDITIONAL ROWS OF BLOCKING IF NEEDED TO MAINTAIN STRAIGHT PURUNS. ALLOWING THE PURUN BE USED WHEN ERECTING THE STRUCTURAL STEEL TO ROTATE OR SWEEP OUT OF PLANE COULD PREVENT THE ROOF PANEL FROM PROPERLY ATTACHING TO THE PURUNS AND HAS THE EFFECT OF LOWERING THE LOAD BEARING CAPACITY L OF THESE ROLLED PURUNS LEADING TO POTENIM PURUN FAILURE UNDER MAXIMUM DESIGN LOADS. PANEL STORAGE RC51 BUILDING ALIGNMENT GrE� PURLIN BLOCKING GE02 AA STANDING SEAM I SA � - I AA SSPC-2 +/ 1FEAYL SfMNIfRRS AMERICAN'S STANDING SEAM II PANEL ROOF SYSTEM HAS UNIQUE SIDELAP SEAMS WHICH PANEL TO FORM A TIGHT PENETRATION ROOF PANEL BUNDLE SPREADER ,BAR ENGAGE THE ADJACENT FREE CONNECTION. THE (LOCATE OVER RIGID FRAME) CUP FASTENER ROOF FASTENER SSPC-1}E/O1INYLSiMQ16 12X1 1/4 SOHH /14X1 SDRF OR CUP WHICHPANEL IS IS INNTERLOCKED ED TO THE SWITHIINN THRT E SEAM AND FMING BY A SASTENED TOPECIAL ADTHE PURDING UN (WITH EL DIY PRECAUllow _ _ _ - _ y SOHMA OR SDFM5 MAY BE 14X1 SOHrW SELF-DRILUNG FASTENERS. THE PROPER INSTALLATION OF THE PANEL WILL REQUIRE TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE ERECTION NOTES: _ - _ npq EHELL INN �T �e1� ODS - - _ - - DEVCL K SURE ro KEEP MAIN 'l Hn APPDCAYKHNS) FOR BAR IOOf • F �� � ILLUSTRATED BELOW ARE THE TOOLS USED ON A STANDING SEAM II ROOF PANEL SYSTEM. 1. ALL AREAS WHERE MASTIC IS TO BE APPLIED SHOULD BE WIPED CLEAN WITH A MILD DETERGENT OR AN ALL PURPOSE CLEANER BEFORE MASTIC APPLICATION. THIS WILL µO FEET CLEAR OF UMM HDAtr,6• � INSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS, DETAIL 'A' PURUNS 3 FRECAUTIOW T� IIE E TOOL FOR Fbl 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE RIGID FRAME BLOCKING (TO PREVENT PURUNS PACKAGE FROM ROLLING OVER BE USED TO SECURE THE INSULATION TO THE SAVE. AMERICAN BUILDINGS COMPANY IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. UNDER WEIGHT OF SEAM CLOSURE THERMAL SPACER 3. DO NOT USE THE DIMPLES IN THE END OF'THE PANELS TO LOCATE FASTENERS AT PANEL PACKAGE') /-' SC-0 y TB-1 • THE EAVE DIMPLES ME FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. PURUN ' DETAIL 'A' RAFTER STANDING SEAM II PANEL CUP • d STANDING SEAM 11 SEAMING MACHINE STANDING SEAM II PLIERS 4. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST WEATHER TIGHT CONNECTION. 5. 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. ' TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED Y THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY AND PLACED ON THE ROOF IF LOCATED AT A RIGID FRAME AND WITH BLOCKING IN PLACE TO PREVENT THE PURUNS FROM ROLLING OVER. DO NCT SLIDE BUNDLED PANELS ALONG ROOF - WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. FRAMING. WHEN UFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY - SUPPORTED. PANELS LESS THAN 20'.IN LENGTH CAN NORMALLY BE LIFTED WITH A FORKUFT; STANDING SEAM METAL FJNE CLOSURE - HOWEVER WHEN UFTNG PANELS IN EXCESS OF 20' IT IS RECOMMENDED THAT A SPREADER STANDING SEAM LAP STIFFENER SAC- -_ BAR AND SLINGS BE USED. AS A RULE WHEN LIFTING, NO MORE THAN 1/3 OF THE LENGTH SSLS-1 SSMC-1 OF THE PANEL SHOULD BE LEFT UNSUPPORTED. SUHIGHG SLAM N GERQNL ME KNOYR) FOR TEAR TENDENCY TO REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION FPAKELSOISUL N HY21 TAIL F D6UATIDN 6 NOT USED. STONING SEAM Y AND 360 ARE NO pETE1EtNL SAFETY PRELYIIION: NG E NO D IN= NO ORCI ISIANCES SHOULD STANDING SHAM Y OR 360 BE USED WITHOUT BIANIET � FYfAR QDYFS WMON PROCEDURE YISULIOIDN BMW THE PANEL AND THE PUELN/BAR XNST• IWOLDIG MATERIALS STANDIN . c au D PANEL GAUrF STANDING SEAM II MIRROR PANEL STORAGE ON ROOF RC54 BASIC PARTS AND PIECES RC61L STANDING SEAM 11 TOOLS RC62 ERECTION NOTES — STANDING SEAM RCA) AA STANDING SEAM 11 EA .' SA . NOTE. PANELS ARE DIMPLE) AT BOTH - T ENDS. DIMPLES ARE USED FOR THE G ggLT�ANEOUSLYERIF THE ROOF��OF THE BEI7LHDING I���MEIRNJ L ABOUT TH�ELRI GE ODUTT �ML�BUTALDITNE6T�iS UFFRRoi �0 SHEETING SAFETY NOTES: FFASTENER LOCATIONS AT THE FACIOIM ARm PANEL ENDLAPS ONLY. DO PW RIS OF DO �P� pmas MASTIC Y5 STEP ON MIA SECURED TITHE FAEEVE RIDG R F SINGLE SLOP FAMES. iH0[T MUST BEGIN AT THE ENDWALL INDICATED ON THE BUILDING ERECTION DRAWINGS. SIDEWALL AMERICAN BUILDINGS COMPANY STRONGLY RECOMMENDS THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY ON ANY JOB SITE tATI FLAT Lo STATE AND FEDERAL SAFETY AND HEALTH SUNDti4DS SHOULD ALWAYS BE FOLLOWED TO HELP INSUR WORKER SAFETY. S2R WAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A SHEETING DIRECTION BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. STAu01NG SEAM II PANEL IDENTIFICATION MARK NUMBER S2P DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF K RO HATS RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ME RECOMMENDED ERECTION PRACTICES. EXAMPLE AMR p� 30. 'FEMALE EDGE DETAIL 'A' DETAIL 'B' MALE EDGE EXy+ - IN LENGTH qOF RIDGE ENDWALL AMERICAN BUILDINGS COMPANY INTENDS THAT THESE DRAWINGS BE INTERPRETED AND AUMINISIERED CONSISTENT WITH SOUND JUDGEMENT CONSISWITH GOOD SAFETY PRACTICES. STANDING SEAM II ROOF PANEL DETAIL A' DETAIL 'B' 24 CAGE ' IALL RIGHT SIDE LOCATION SAFELY PRECAUTIONS. OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY NOTCHED STANDING SEAM II S2P REDUIREMENTS, CUSTOMARY OR STATUTORY. MUST BE ADHEREDM. TO INSURE YAIGYUY WORKER END E TRIDGEI T IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF PANELS. WIPE THEY OFF 52L IMMEDIATELY TO PREVENT SUPPING OR FALLING. S2= H YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL THE STANDING SEAM 11 PANELS MAY BE DELIVERED WITH THREE DIFFERENT MARKING PREFIXES. PANELS MARKED AS S213 WILL BE VOID OF ANY NOTCHES IN THE SEAM AND WILL BE THE RIDGE YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE PANEL OF ANY SINGLE OR MULTI -PANEL RUN. PANELS MARKED S2L AND S2R WILL BE NOTCHED , EWAII WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF MET, $�jAGIE al�j',+FEj, G E N S O�Ap� � � _ - - - - _ . - - PANEL OF MULTI -PANEL RUNS, AND WILL 9E LOCATED ON THE LEFT AND RIGHT SIDE OF THE RIDGE RESPECTIVELY. Atlf OFRFtE SURFJIC�Ot-MY Fl8ERC0ISS-5KYLI- IF FOOT TRAFFIC IS NECF.SSARV OVER SKYLIGHT, USE WAR IbARDS THAT ME PROPERLY SUPPORTED EDGE � G����oM 0 THE NEXT• OENN,D R BY THE BUILDING PURUNS. TYPES OF STANDING SEAM PANELS PANEL MARKING AND NOTCHING R_C63 DIRECTION OF ROOF PANEL ERECTION RC64 . SAFETY COMMITMENT GE70 S2R -NOTCHED FOR PANEL UP, LOCATED ON RIGHT SIDE OF RIDGE S2L - NOTCHED FOR PANEL LAP, LOCATED ON LEFT SIDE OF RIDGE STANDING SEAM II EA STANDING SEAM S/{ S2P - UNNOTCHED, LOCATED ON EITHER SIDE OF RIDGE SCALE: DATE DPA*IN BY. THO STANDING SEAM 11 ROOF PANEL BASIC ERECTION `WA= cEECIIIJIUD BY- BW 1. REVISED RC61EA - TAD THG 10-99 DESIGN�PPb-Blf: DRAWING - NUMBER ° SS2-1.0 TLBV:NO- - 1 N0. REVISION LADE CE'D. DATE N0. IU3VISION IIGDB CEO. DATE N0. REVISION MADE CSD. DATE ISSUED: 12-1-97 .•«. nu,00a WiEGWf10N TI. NAS No LONG BEARING M.kwNTAIN Bom MEIGHr SHiFOIDWG oR F.F. MASTIC 3/4 X 3/16 EAVE SUPPORT%12X1 STRUCTURAL FASTENER 2 REQUIRED PER CUP 1 4 SDHH / STRUCTURAL FASTENER 2 REQUIRED PER CUP /4 SDHHi4 Gr /12X1 1/2 SDHHTS 12X1 1PR0ff0 Pµ�• (NOTE MASTIC LOCATION) FLASHING 3/4 TM FSE-1 STRUCTURAL FASTENER /12X1 1/4 SDHH ' 1'-0' O.C. ' EAVE CLOSURE HASHING C- STANDING SEAM 11 I MASTIC__3/4' X 3/16' LOCATION WALL FASTENER PANEL MASTIC NQTE C J 4 TM, /12%1 1/4 SDHCW I R PANEL CUP 1'-0' O.C. PANEL CUP BAR JOIST CLOSURE FLASHING - WALLFASTENER EERSTITCH FCAEC 11 #14 g DHCW 11 PURLIN SAVE SUPPORT 1'-0' O.C. HASHING STRUCTURAL FASTENERS `. FSE-1 12X1 1/4 SDHH No' O.C. 'WALL FASTENER WALL PANEL 114 SDHCW STITCH A i/t 1'-0' O.C. OUTSIDE CLOSURE STANDING SEAM 11 • SAVE STRUT PANEL PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWALL SHEETING WALL PANEL STARTED. START A LINE OF COMPLETED�DC SHOULD i6_ L iL ARCH. WALL PANEL OWN THE EAVES ASNSdLATION TAP SHOWN ABOVE. LEAVE THE PAPER BACKING NOOK TAB OF CUP OVER MALE LEG OF PANEL AND PUSH DOWN INTO POSITION. SECURE THE SHOWN, OTHERS ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. CUP TO THE PURLIN WITH TWO /12 X 1 1/4 SDHH FASTENERS. A GAUGE SHOULD BE USED SIMILAR EAVE STRUT TO MAINTAIN PANEL MODULE HOOK TAB OF CUP OVER MALE LEG OF PANEL AND PUSH DOWN INTO POSITION. SECURE THE CUP TO THE BAR JOIST WITH TWO STRUCTURAL FASTENERS. A GAUGE SHOULD BE USED TO MAINTAIN PANEL MODULE MASTIC AND INSULATION APPLICATION AT EAVE EA28 TYPICAL CLIP ATTACHMENT TO PURLIN I RC17 TYPICAL CLIP ATTACHMENT TO BAR JOIST BJ17 STANDING SEAM II EA STANDING SEAM II 1Oki OUTSIDE CLOSURE WITHOUT THERMAL SPACERS I AB AS YOU ARE SETTING EACH PANEL, INSTALL THE EAVE CLOSURE AS PER THE FOLLOWING INSTRUCTIONS STANDING SEAM II PANEL BLINDING SEAM CAULK 6' UP RIBSUP SCK- STANDING SEAM 11 PANEL 6' MINIMUM ANGLE CUP LACAn NURUN INSIDE METAL CLOSURE C SSMC-1 STACyLDIN(MALE R IL C PL( RIB) I f RIB PAPER BACKING :OOFFASTENER (TYP.) (SEE DETAIL EA26/SA) INSUTATIO CL_41 3/4 TM CLOSURE SSMC-1 _n INSIDE METAL CLOSURE SSMC-I 14X1 I ROOF14XFASTENER r 3MAA5STIIC r I i RAKE SUPPORT RAKE'SUPPORT ANGLE RSA RSA-1 v STEP 1. CLOSURE DO NOTCREMO{EPTHE PAPS METAL ,04%1FASTENER �y POSITION CLOSURE UNDER MALE RIB AND - BACKING. INSTALL THE OUTSIDE FASTENER THROUGH THE PRE -PUNCHED HOLES. STEP 3. LIFT PANEL AND INSTALL THE INSIDE FASTENER. O STANDING SEAM CAULK SSCK-1 REMOVE THE PAPER FROM THE MASTIC AND PRESS THE PANEL FIRMLY IN PLACE. PURLIN GABLE ANGLE GABLE ANGLE CA-� GA-- ROOF FASTENER /14%1 INSIDE METAL CLOSURE SSMC-I STANDING SEAM II PANEL (FEMALE RIB) MALE RIB ) (FEMALE RIB) SUP ANGLE CUP 1 PER PURLIN LOCATION ENDWALL RAFTER ROOF FASTENER U.N.) ROOF FASTENER U.N.) ROOF FASTENER CL-21 AFTER INSULATION IS IN PLACE ALIGN RAKE SUPPORT ANGLE (RSA-1) WITH RAKE GABLE L1�STT J/4 TM 14X1 14X1 ANGLE. HOOK SUP ANGLE CUP (CL-21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE J/+ 14XIU.NJ AND ATTACH SLIP ANGLE CUP TO GABLE ANGLE AT EACH PURLIN LOCATION AS SHOWN. PRE -PLAN STARTING AND FINISHING PANEL CUTS SO THAT A 6' MINIMUM PANEL FLAT IS JUL EAVE STRUT; PURLIN ACHIEVED TO ALLOW PROPER INSTALLATION OF RAKE TRIM. UNLESS -NOTED DIFFERENTLY ON THE BUILDING ERECTION DRAWINGS, EXTEND THE LOWER END 3' PAST THE BACK SIDE EAVE CLOSURE HASHING OF THE EAVE STRUT (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT WILL HELP KEEP THE PANEL OVERHANG STRAIGHT) REMOVE PAPER BACKING FROM APPROXIMATELY STEP 4" INSTALL EAVE FASTENERS IN THE FLAT OF THE PANEL IN THE CORRECT PATTERN. INSTALL STEP 5• INSTALL THE NEXT PANEL RUN AND REPEAT STEPS 1 - 4. BE SURE TO INSTALL A IEC-* 3' 2 FEET OF EAVE MASTIC AND INSTALL ACCORDINGLY. A FASTENER THROUGH THE SIDE OF -11HE ROOF FASTENER INTO THE SIDE OF THE NEXT A PROPERLY COMPLETED RIB ci Oc la CLOSURE AS SHOWN ABOVE. APPLY CAULKING TO THE INSIDE FACE OF THE SEAM OVER THE PANEL AS SHOWN ABOVE. FIRST PANEL INSTALLATION RC11 I CLOSURE INSIDE METAL CLOSURE INSTALLATION EA36 EAVE SUPPORT FLASHING STANDING SEAM II FA STANDING SEAM II FSE-1 NOTE : REVIEW SAVE TRIM DETAILS T 3• IF FLANGE BACK GUTTER IS TO BE USED AS THIS OPTION CHANGES THE LOCATION OF THE MASTIC. STANDING SEAM PANEL �. _ SAFETY PRECAUTION 00 NOT STEP ON PANEL NEAR TW FAME UNTIL FULLY SELTRffD RTM FASIEMR£ 00, 1.i 1 pe ROOF FASTENER (TYPJ JM/AS4nTCy /14X1 . ` ��~ EAVE CLOSURE FLASHING- HASH NGPPORT R SEC-' FS - --- - --- - ---------- -- - - EAVE-STRUT - - -- - - -- - - - - - -- -- - --- - - - - - - - -- -- -- - - - - - - -- -- - -- - - -- - DIMPLES, FOR LOCATING FASTENERS IN ENDLAPS ONLY FASTENER INSTALLATION' AT EAVE'STRUT I EA26 STANDING SEAM ROOF SA SCALE: DATE STANDING SEAM II ROOF PANEL BASIC FRECII,ON sUFAUU DUWN BY- THG CBEC>IDZD BY.. BU 1 EAVE TRIM REVISIONS CKJ THG 11-98 DESIGN APP'D BY: DRAWING NUMBER SS2-2.0 REV.NO. I NO. REVISION MADE CH'D. DATE NO. REVISION MADE CKD. DATE NO. REVISION MADE CICD. DATE ISSUED: 12-1-97 NOTE: PRIOR TO INSTALLING LAP FASTENERS, PANELS MUST BE SEAMED TOGETHER. • r MASTIC 1 1 /2' X 1 /B'. PRECUT LENGTH 1 1/2 TP LOWER PANEL /-- ROOF FASTENER / /14X1 SEE RC07/SA SUPPER PANEL J( END OF PANEL SEAM 6' LAP STIFFENER SSLS-1 PANEL CUP STRUCTURAL FASTENER /12X1 1/4 SDHH INSULATION PURUN '�' � DO Nm FLS lxI1L RLLY SECWED NrH FASIEIi71S !r ROOF PANEL ENDLAP RC06 STANDING SEAM SA W, UPPER STANDING SEAM PANEL F(4CKLONG) WELDED ING CLAMPS W TO TOP•AND UBOTTARE OM • -LOWER STANDING SEAM PANEL CLAMP MALE RIBS AT ENDLAP PRIOR TO INSTALLING FASTENERS ROOF FASTENER TYP. i 14XT �� I I 1 STANDING SEW PANEL STANDING SEAM 1 SSCK-1 STANDING SEAM CUP STANDING SEAM PANEL 1/4 x 1/4 BAR STOCK • 1/B x 1/8 BAR STOCK t ALL AREAS ON ALUMINUM COATED PANELS THAT REQUIRE MASTIC SHOULD BE WIPED CLEAN WITH A MILD ALL PURPOSE DETERGENT CLEANER BEFORE MASTIC APPLICATION. WHEN ENDLAPS ARE REQUIRED THE UPPER 6 INCHES OF THE LOWER PANEL. SEAMS ARE NOTCHED TO ACCEPT THE UPPER PANEL THIS LAP WILL OCCUR APPROXIMATELY 12 INCHES ` ABOVE A PURLIN. PRIOR. TO SETTING THE UPPER PANEL, INSTALL THE LAP STIFFENER. SSLS-1AS SHOWN ABOVE THEN PLACE PRECUT LENGTH OF SPECIAL 1 1/2' X 1/11' STANDING SEAM LAP MASTIC ACROSS THE WIDTH OF THE PANEL BEGINNING AND ENDING AT THE VERTICAL SEAMS. APPLY SSCK-1 (STANDING SEAM LAP CAULK) TO INNER FACE OF BOTH MALE AND FEMALE SEAMS, MAKING SURE THAT BACK EDGE OF MALE NOTCH IS COVERED. INSTALL THE UPPER PANEL WITH ITS LOWER EDGE FLUSH TO THE BACK SIDE CAULK END OF PANEL OF THE NOTCH IN THE LOWER PANEL SECURE THE LAP WITH /14 X 1' ROOF FASTENERS SEAM 6' INSTALLED AT THE PRE -DIMPLED LOCATIONS AFTER PANELS ARE SEAMED TOGETHER. LAP STIFFENER SSLS-1 STANDING SEAM CAULK SSCK-1 5AFE1Y PREWlICN DO NOT STEP ON RB OF &:% ALIYIYS STEP ON MT SUNFAOE. DO Na SHP Oli PNIE15 UIIL ELLLY So aD , ■NH- FASIFIEIIS. L I•L, . ' CAULK END OF PANEL SEAM 6' PANEL LAP DETAIL RC07 MASTIC 1 1/2' x 1/8' (1 1/2TP) STANDING SEAM SA (PRE-C STRIP) BR DUCKBILL VISE GRIPS STANDING SEAM PANEL SPECIAL SEAM LOCKING VISE GRIPS MAY BE USED IN LIEU OF THE STANDING SEAM- PLIERS. POSITION VISE GRIPS AS SHOWN AND SQUEEZE HANDLES TOGETHER TO SEW PANEL THIS TOOL MAY ALSO BE USED AT FEMALE LEG AT ENDLAP DURING PANEL. LAP INSTALLATION (POSITION VISE GRIPS AS SHOWN BEFORE INSTALLING ANY FASTENERS). CLAMPING DETAIL AT ENDLAP RC66 I SPECIAL SEAM LOCKING VISE GRIPS RC65, STANDING SEAM II EA STANDING SEAM 11 1 EA RIDGE FLASHING RFE-0 MASTIC 3/4 - 4' X 3/16' CONTINUOUS STANDING SEAM METAL CLOSURE SSMC-0 _ SEE DETAILS RC34/SA AND RC35/SA 1 ' OVERHANG ING SEAM) I PURUN ROOF FASTENER 4 PER CLOSURE /14X1 MASTIC 3 4' X 3/16- CONTINUUS f E 1 STANDING SEAM PANEL CUP (6) ROOF FASTENERS 14X1 ROOF FASTENER #14RIDGE SUPPORT * O.C. '-D2 FLASHING �-0 RIDGE DETAIL RC32 STANDING SEW SA NOTE : BEFORE ANY MASTIC IS APPLIED, CLEAN PANEL SURFACE OF ANY DIRT AND OIL EDGE OF RIDGE FLASHING SEAM CLOSURE L-STANDING SEAM CAULK SSCK-1 USE THE RIDGE COVER -FLASHING AS A GUIDE TO DETERMINE CORRECT LOCATION OF SEAM CLOSURE STEP 1' INSTALL CAULK ON BOTH SIDES OF SEAM AS SHOWN ABOVE. POSITION SEAM CLOSURE OVER CAULKED SEAM AND PRESS FIRMLY IN PLACE SET BACK 1 . SEAM CLOSURE SC-0 L- 3/4 XJ/i6 Ul1wPE C STEP L INSTALL 3/4 X 3/16 TAPE MASTIC ACROSS PANEL FLAT AND OVER RIB AND CLOSURE. KEEP RUN OF MASTIC INTACT FOR PLACEMENT ON NEXT PANEL J' _ RIDGE FLASHING 6 I 1 6' ROOF FASTENER T 4 PER CLOSURE SEE DETAIL RC34/SA FOR INSTALLATION INSTRUCTIONS FOR SC-0 AND SSMC-0. 1 /14X1 SEE DETAIL RC33/AA FOR RIDGE FLASHING LAP INSTRUCTIONS. j I MASTIC CONTINUOUS (3/4' X 3/167 ! THE INSTALLATION BEENELS HAS COMPLETED,WITH TIAS RIDGE ` ± CLOSURE SHOWN ABOVE. BEFORE ANY IS APPLIED. DPROCEED THECLEAN PANELS OF ANY OIL AND DIRT. POSITION RIDGE SUPPORT FLASHING RJF-1. OVER THE ENDS OF BOTH PANELS AND HOLD IN PUKE WITH VISE GRIP 'C4 CLAMPS PRIOR TO FASTENING TO END OF PANELS i OUTSIDE STANDC34/SA. WITH /14 1' SURFAS FASTENER (2•-0' D.C.) INSTALL 3/4' X 3/16' MASTIC, SEAM ) METALNG CLOSURE 1' 1 ((X AS REPEAT UNTIL A SUFFICIENT NUMBER OF CLOSURES HAVE BEEN EINSTALLED DErAJL R( BOTH SIDES OF RIDGE ) TO EQUAL A LENGTH. SSMC-0 OF RIDGE FLASHING. RUN A CONTINUOUS STRIP OF 3/4 x 3/16 MASTIC OVER THE TOP OF THE CLOSURES RIDGE SUPPORT FLASHING AND APPLY THE RIDGE FLASHING. RJF-1 SEAM CLOSURE C-0 RIDGE FLASHING ATTACHMENT RG37 PANEL(TYPICAL)MASTIC CONTINUOUS (3/4' X 3/167 STANDING SEW SA J' 6' 6' 6' 3' ROOF FASTENER _F /14%1 TAPE MASTIC CONTINUOUS RIDGE FLASHING OR 3/4 TM HIGHSIDE EAVE FLASHING i CLOSURE ROOF FASTENER SSMC-0 /14X1 I 3' I 6. 6. 6. 3* O4FASTENER T %1 TAPE MASTIC CONTINUOUS �3/4 TM SEAM CLSURE STANDING SEAM CAULK SC-0 ON THE BOTTOM AND IN THE UP AREA RIDGE FLASHING OR HIGH SIDE EAVE 'ATTACHMENT I RC35 STANDING SEAM . $A STANDING SEAM OUTSIDE METAL CLOSURE SSMC-0 ;�--J/4 X 3/16 TAor "Ae STANDING SEAM CAULK SSCK-1 STEP 3. INSTALL METAL CLOSURE FLUSH FOR FULL L.ENGTFi OF FUISHING _ WITH EDGE OF C. SECURE INSTALLATION. COMPLETE THE IN PLACE WITH 6 14X1 ROOF FASTENERS IN P -PUNCHED INSTALLATION BY RUNNING 3/4 X HOLES. 3/16 TAPE MASTIC CONTINUOUS ALOE TOP EDGE OF CLOSURE ASSEMBLY. SEAM CLOSURE_ AND OUTSIDE METAL CLOSURE INSTALLATION RC34 STANDING SEAM L SA ASHING W TAPE MASTIC \/ /14 ROOF 3/4 TM 4i�y FASTENER STANDING SEAM LOC-SEAM AND LONGSPAN ' (TYP. BOTH SIDES) (TYP. BOTH SIDES) HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. TEMPORARILY LAP PIECE 'S' OVER .PIECEL44' PRE DRRL�EE�RREQUIRED LUMBER 01 /4 HOtJS=THROUGH BOTI PLEDGES 0� 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' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS SHOWN. CONTINUE PROCESS ALONG RIDGE EXPANSION JOINT AT RIDGE FLASHING RC33 AA SCALE: DATE REVISE RC35SA, RC34SA TAC THG 10-99 DRAWN BY- THG STANDING SEAM II ROOF PANEL ZWAUTA AtARAN REVISE RC07SA, RC33AA CKJ THG 1-99 lCBzCmm BY. BLJ BASIC ERECTION REVISED-Rua-THG- -1-1-9 DESIGN-APP'D-BYE -DPI 3RYV 1 RM. gTnx M,mR CE'D. DATE ISSUED: 12-1-97 NUMBER SS2-3.0 3 ` STANDING SEAM II PANEL (FEMALE LEG) I . e FACTORY APPUEO MASTIC DETAIL AT SIDELAP RCO1 STANDING SEAM II EA THE STANDING SEAM 11 PANEL CUP HAS 0.125'0 HOLES IN THE TAB TO ALLOW FACTORY APPLIED CAULK IN PANEL TO SEEP THROUGH FORMING A WEATHERTIGHT SEAL 1 OEM , J41- �11 i PANEL CUP STANDING 0 PANEL (MALE IIQIE: THE CUP. IS THEN INSTALLED OVER THE LEADING OR MALE 'BE CERTAIN THE SLIDING PORTION EDGE OF THE PRECEEDING PANEL MAKE SURE THAT THE OF THE CUP IS CENTERED ON CUP TAB IS IN POSITION TO SUPPORT THE RIB. SECURE CUP BASE THE CUP TO THE PURUN WLTH TWO STANDING SEAM CUP FASTENERS. INSTALLATION OF PANEL CLIP RC67 STANDING SEAM II EA JA II PLIERS MUST FOR PROPER USE SEAM II PANEL MACHINE BASE OF ANGLE TILTED ��LLOCKING TAB FIGURE 1 SHOWN ABOVE IS THE APPLICATION OF THE STANDING SEAM II PLIERS. THESE ARE CON- SEAMING MACHINE VENIENT TO USE FOR LOCKING THE ENDS OF THE PANEL TOGETHER BEFORE SEAMING AND BASE OF FOR AREAS ADJACENT TO A PARAPET WALL ANGLE FLAT THEY CAN ALSO BE USED TO SECURE THE STARTER PANEL TO THE FIRST ROW OF CUPS. FIGURE 2 IN PREPARATION OF THE SEAMING OPERATION, MOVE THE SEAM MACHINE ONTO THE UNLOCKED SEAM BY LEANING THE HANDLE AWAY FROM THE OPERATOR AS INDICATED IN FIGURE 1. ROTATE THE SEAMER BACK INTO THE WORKING POSITION ON THE SEAM AS SHOWN IN FIGURE 2 WITH THE LIFTING SHOE UNDER THE BOTTOM EDGE OF THE MALE SEAM. STANDING SEAM II PLIERS AND SEAMING APPLICATIONS RC36 EA SAFETY I MAUnDit WPE OE. AND OINOI s ppm sA1S mm mm IIOOF FMNELS DO NOT SEEP ON RB OF IMN11 ON W I*I S FEET OF UNSIMM PANEL END, USE OSHA MVWJM X ORS NLT M OR I MLS WEM WIW= ON ROOF. PANEL GAUGE (AS RECOMMENDED BY ABC) SHOWN, GAUGE BAR STANDING SEAM PANEL SHEETING DIRECTION PANEL COVERAGE GAUGES SUCH AS SHOWN ABOVE WILL HELP TO MAINTAIN CORRECT COVERAGE PLACE ONE AT EACH END OF THE PANEL, GAUGE EACH PURUN RUN AND -ABOVE OR BELOW THE ENDLAP. A STRING, LINE SET AT THE NEXT RAFTER IS RECOMMENDED FOR TAKING MEASUREMENTS BACK TO THE PANELS TO INSURE THAT THEY ARE RUNNING STRAIGHT AND SQUARE - PANEL GAUGING RC41 STANDING SEAM PANEL SA REVISED DRAWING NUMBER STANDING SEAM PANEL BUTTON (MALE EOFE) SEAMING MACHINE INCORRECT POSITION ALIGN SEAMING MACHINE UNDER MALE RIB AS SHOWN TO INSURE BUTTON A PROPER SEAMING TECHNIQUE 7 AND TO PREVENT DAMAGE OF THE / FEMALE SEAM (ST�EI EDGE) PANEL n i"'1 _,,-SEAMING MACHINE L I•' CORREGI POSITIDN STANDING SEAM SEAMING MACHINE RC68 STANDING SEAM II 1 EA PURI r-v vl l L SEAM LP JDLAP SHEETING DIRECTION STANDING SEAM PANEL GAUGE LOCATIONS RC42 SA SCALE: DATE DRA1Ri BY: THG CBEC® BY: BW UNLOCKED BUTTON USE THE STANDING SEAM MIRROR TO VERIFY THAT THE SEAM HAS BEEN COMPLETELY SNAPPED AS INDICATED ABOVE REPEAT THE INSTALLATION PROCEDURES FOR THE REMAINING PANEL RUNS. BE SURE TO MEASURE STRAIGHTNESS OF PANEL RUNS FREQUENTLY, ESPECIALLY WITH LAPPED PANELS. STANDING SEAM MIRROR RC69 STANDING SEAM 11 1 EA 4'-2 3/8- PART A - B-------- �------------------------- ---- ----------- PART / A I 78I PART B 4'-0' -i PART A 1 1/4' PART B SECTION A -A PART A PART 9 W X 1' X 1/8' TUBE) 0 1/4' X 1 1/4' X 1/8' X 3' ANGLE) STANDING SEAM GAUGE BAR ASSEMBLY DETAIL I RC43 SA STANDING SEAM II ROOF PANEL zurm" BASIC ERECTION I I eigo" ISSUED: 1 12-1-97 NUMBER : 2 STANDING SEAM PANEL STANDRHD SEJ1Y PANEL • ROOF FASI /14 X 1 STANDING METAL Cu JTAP 14 ME SUPPORT FSE-1 EAVE CLOSURE FI FEC-' ROOF FA /14 X 1 E WISTIC TM _ m nor � MR T I XI """'W M SSMC-1 UK low n >F FASTENER PERICLOSURO A SSUPPORT SAVE CLOSURE I malmess= FEC-* FAVE STRIFT •STRUCTURAL. FASTENER O1C1/4 Sam /1� r rwLL PAMM-1 %--OUISDE CLOSURE WM • HI®WAL L90 Or nwa DIOI GUM THOU N MM D rsOYID §Efl 11 M MOM AID M FIK TAT. SECTION AT EAVE WITHOUT THERMAL SPACER OR STANDING SEAM ROOF / ARCHITECTURAL OR LONfSPAN WALLS I SB cunut CG -0 O� • � CHART TF?!Dt__ OW 1 PER aTRER cup s'-O' G.C. T� ROOF FASTENER (A)I PER CUTTER CUP 7 INDER Ctp) SEE CHART OEOW 314LE M it CURER CT1-132 GURER CUP GC -A iLS�11 1 ANGLE/1 3%4 M 7L1�IO � �M �e• ro Wr >to a P 4 IfAHH _ FASTENER (E1Eia art) � �A/P4E 1�4X1 NEL CAP f1/►SHHO FLANCE TCORNER CAP RI- > RAKE STRUCTURAL. FASTENER �12 X 1 1/4 SOWN '-0. O.C. 601E W/MTBLK EAVE STRUT WALL PANEL UM a HCIMOM US OF FUINK SIM OMER ■DH 111131 D ■ INSCUM mom M "M AW = an IRAL WALL FASTENER-/ �i120)LI J 4 Sl*" •-0' oA *ALIGN WITH ENOWALL CIRM SLIP ANGLE CLF 1 PER PURLN LOCATION CL-21 TRR1�-16�� ^ CABLE LADLE 2 PER CLIP /12X1 1/1 SONH RAKE SUPPORT FLASHING RSF-1 DIUTSIDE CLOSURE WALL PANELALL SECTION AT EAVE WITHOUT THERMAL SPACER I—EA04� I RAKE DETAIL RA02 STAMM SEAM ROOF / "DOW PANEL WALLS SD UGC -SEAM OR STANDNG SFJW ROOF / ARCHITECTURAL OR LONGSPAN PMEL WAITS AA � CLUTTER RAKE GtrtTER ETHDTJ1P N w �FAVE SEAL l ,o- FASTENER PASS THROUGH PURUN AT LOC-SEAM & STANDNG SEAS/ SAS lQ�T MGIE (TIE P� —N PUtOIl1 I /12X2 PER /4 SDNH Is, OA GABLE ANGLE - FASTENER CIaB AT 12- PIIRLNS%WI14 STITCH *ALIGN WITH SIRUCIIIRAL FASTENER UqSHADOWPANEIL E+OWRLL NTtRis SIN . %t�1 t/4 RAKE DETAIL RA02 LOG -SEAM OR STANDNG SEAM ROOF / SFMDOW PANEL WALLS AD W PANES OMITTED FOR CLARTY. BLIND RIVET r (3 ) 1/8 RIVET FASTENER CAULK ALL AROUN (6 R1DiOF UNED) am IDGE FLASIENO RIDGE SUPPORT FLASHING RJF-1 WDGE FIASHIN TAPE IC RFEC 1N � E ANaE • RAKE 1FiASifN TRI-5.2 M MASTIC J-0 OC TGF_-1s Z t�s RAKE SUPPORT FNASHNO �/4 TM F1x _ RSF-1 CIS EAVE CLOSURE FIASHNO BUILDING; COME. -A (SEE T5 BLIND BUILDING CORNER RAKE CAP 10 I PER (SEE NOTES) momB WALL PANEL WALL PANEL 1. START AND STOP GUTTER AND RAKE FL496W AT B UILDINLF COTBHEtS AND ALIGN WITH OUTSIDE RODE PANEL ROOF W►SIEHER W ROOf fA37EER (•LIE OF WALL PANE. AT CORNERS. Z TIE FIRST 10 FEET OF TFE RARE FROM THE COMM L(�DRt�f>R E IDNCSPAN LSP 14X7 NM' 12X1 1 4' SHNaXO BE lEMP01IMLY ATTACHED, TO ALLOW ADJUSTLIEIR aauo�awme amt gait (y gE0'FASTENER ill RIVET LOC-SEAM (UGC) 14X1' 14X1• aarHs woi xraAo / WHEN SWALLNC THE COMBER B0705 PET01ANE7111Y A1TACL1 �� RIN )yR ®Op 14 SNi2N STMHDN6 SEAM 52P. S]P 14X1' 14X1 - 1HE RAKE AFTER CORNER BOXES ARE RbTAL1JSD..:. 1RmM 5UPPORT iUl'iHNG STANDARD GUTTER DETAIL WITH GUTTER CUP ATTACHMENT EA01 FUWGE BACK GUTTER DETAIL WITH GUTTER STRAP ATTACHMENT EA1AD2 CORNER CAP BOX INSTALLATION RA RAKE CAP INSTALLATION RA03 AA AA AA STANDNG SEAM ROOF SA ROOF FASTENER SUP ANGLE CUP BIRD NVE73 NOT TO PASS 1 PER PURLH LOCATION c 1 RIVET�Nl - THROUpI PUTtLINI a -21 Roof FASTENER \ IANDIND SEW PANE. 1RU 1HVFR �L RAICL TRY �; ROOF PANEL 0� STRAP RIM CH RT BUM t PER art1IR CLIP r-G• GG. APE MASTIC � TMUMER CLIP) \\ 3 LFINGIH `ROOF PANEL %-ROOF PANEL SUPPORT TRY VE SUPPORT TM WTH FACE OF WALL PANEL MAJGF11 WRH FACE OF WALL PANEL FLANGE BACK CUTTER . 1 ROOF /14X' /14: II14 . O.C. SOWaI STITCH i'-0 ROOF FF�STF7iiEt IDNGSPAN lSP 12X1 1 4' - LOC-SFJW 14X1' STRIDING SEAM 52P S3P 14X1• 1 3%4 IU. CAVE CLOSURE FLA4#HG—%, fEC /W/111L2LXF1AST1/�! 1 ROOF FASTENER 1'-0' OA 3 3/B' BIRD RIVET—_ 2%0• o C 1 CLOSURFSE-1 OR FFAEMRM P am MOM ( PER 14 X 1 WE SUPPORT F1ASNiN10 FSE-iT (W/ 1NELIINL SPACFl13) mswim wiosw am TaHa ioI �� EAVE STRUT STRUCTURAL FA+''TEE1! 12 X 1 1/4 SDFiI - - -- --- -'- -- - - - t wM71 M HY1f1C AM M qII TAL-- DELUXE EAVE FLASHING INSTALLATION EA03 SECTION AT EAVE EA04 -- AA srArolNo SEAM ROOF / OPEN sDErAUL SF ' I B rtEvata RAIDMII NL ERDNSF RAIfE I/�GIfTiFR� SS�LNC� TAPE ILASIG APPLY CAW( 3/4 TY �1� � AROUND ROOF PANEL / 11 STTtUCi11RAL FASTENER 2 PER CUP /12X1 1/4 SDNH 1 LE 1SUPPORT ANGLE :folr�wu FASIMEIF �' �CAEKE ANCL£ � - `RAKE ENTKJIP PIXLLN ' PA1 RIBA' WALL PMNEl NOT 51HOIM RAKE ENDCAP INSTALLATION RA70 RAKE DETAIL RA05 LEFT FIANIO SHOWNAA EXPANDED VON OF POKE CONNECTION AA DAASAMM TE SC✓IIB: ' almnR m t1a STANDING SEAM ROOF PANEL 707'°" ®® LEls Bt•U BASIC ERECTION n>mTr11 a"IRS DB►1�IItG DiF.I >� 112-1-071 rTTT1r1I1e1F SSG-1.0 s S'eROOF FASTENik rD.C.H1GHSIDE FLASHNG 13.24 an O.HXEISIDE FLASHING THIS•- 152 NDING SEAM PANEL THIS+- 13.2 BOTTOM ME PANEL CLP 3/4 TMETAL PANEL CLIP LAP STIFFENER STIFFENER SAS-1 THERMAL SPACES TB-1 30.46 an O.C.. --'QQM ROOF FASTENER 30.46 am O.C. a PER CLOSURE WALL FASTENER /14XI WALL FASTENER 14 SDHCW STTRCH 14 Sx11111 S '-0. O.C. AT STRUCTURAL FASTENER �'-0. Or 30.48 an O.C. • — n m 30.40 all MC. OUTSIDE CLOSURE �— OUTSIDE CLOSURE FAVE STRUT WALL PANELHALL PANES D.C. an O.C. 2.S4 STANDING SFAM PANEL METAL CLOSURE SSMC-0 STRUCTURAL FASTENER #12 IP X G 4 SOHN HIGHSIDE HAVE STRUT STARING SEAM PANE. METSa FAVE CLOSURE FL4STRC FE•C-- /W/I1021X 11 1/DE - i'-0. O.C. 30.48 an O.C. BEND RNET _ i�-ao' o L 4•e aDAa an O.C. 1 5/1a- 3.333 am - NNE: NNAZOPML LED W RAIQ Milt IM OI a MiN1ID 8OKE: M WSW AM M WE TRAL TO £ MASTIC IRO% ND I TMROOF _ IF FASTENER 4 PERF CLOSURE) CLO SURE) OSURE) S14X1 x 1 HAVE sUPPDRr FLASHING FSE-1 OR srANdlq 'SEAM FSE-iT (r/ iFETaLAL SPINS) PANEL }GAIN mvv w pan iw Vna IM AM n•u n>m� #14 ROOF SCREW • TAPE MASTIC EAVE CLOSURE FLASHING F C-• CAVE STRUT OU� CLOSURE T L�p� SUPPO STRUCTURAL FASTENER 551AC IRJF-1 RFLASHING 12 X 1 1/4 SDHON 3 1/2- EAVE STRAIT D.C. a ROOF F 14X1 30.48 an Or p�IyL A Jc ROOF FAS7000E FLAMING FO CLOSURE ALLA /14X1 FSJ1- ENGTH 2' T D.C. 609. 0 G HIGHSIDE EAVE FLASHING ATTACHMENT rE—A-0-51 I HIGHSIDE EAVE FLASHING ATTACHMENT WiTH THERMAL SPACER EA05C I SECTION AT EAVE EA04 STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN MALLS I SB STANDING SFAM ROOF / ARCH MUIRAL OR LONMPIN WALLS I SB SANDING SEAM ROOF / OPEN SDEINALL I SF LNG WITH/START ®0 SIDELAPS �10N. WALL C D TAPE MASTIC E� TAPE MASTIURINGG FWALALLATSTART MASTIC AT CJLDSJRE AND CONTINUE UP SDlL1P 3a WALL FASTENER MASTIC AT CLDSiRE AND CO!(RIJ<UE UP . 0./C. SHICW 3a- SDElAPROM CLOSURE i--20' 30.4a an O.C. Dow —\ MASTIC APPLIEDTO�BOT�4•SID6 APPLIED 10 1i4•SDES RN 1 orW� f�Ll91IN° ROWFLASHING 1 or � ANGLE FFRRw O FASTENER 4 PER CLOSURE MA-4 4 PER CLO CLOSURE +R J� STANDING SEAM PANEL cm STANDING SEAM PANEL PANEL CLIP : IiISDE CLOSURE PANEL CAP NER 1� SDHl I 30.46 an O.C. IRA. FASTENER [ � t ' ••� -I 30.4a an THERMAL THER►AL SPACER-J LCLASIIIE 't"---7 1114 SOHN S51AC-0 ,RIDGE SUPPORT FLASHING WALL PANEL cm TB-1 SSi1C-0 Nldfl an ROOF BUG FASTENER PURLIN pAy�QEN PIUAIN 0J O.G (2) 51RUCNRAL arOAe an OC Imo _ /1FASTENERS4 SO cal ROOF FA9TENOLS ROOF TO WALL TRANSITION AT HIGH SIDE I EA11 STANDING SEAM ROOF / ARCHITECTURAL OR LONGSPAN WALLS I SB BACXUF R ROOF TO WALL FLASHM PIECE b- TA/P4E MASTIC 3TM ,,--IOM ROOF 10 WALL FNASHIMD 1 o - W ANGLE INSIDE CLOSURE 1 12X1 1/4 RSDNN 1t -0' O.GG 30.45 an Or- an O.C. ROOF FASTENER FLO(IBLB FLASHING 7.62 CM OJG • • •TERMINKII1014 STRIPS • AS REQUIRED AT THE • • • FABRIC CUT ENDS FES-0.4 PIECE A 0,14 T�M..���UNDER RIM FLASHING TAPE MASTIC SEAL 3/4 TM UNDER RIDGE FLASHING r,4? 3/4 TMROOF TO WALL FIASHM 7HIU-18 2 TAPE MASTIC 254 an RIDGE FLASHING 3/4 7M 7.� Gn ROOF F RFE- an 14 STITCH 114) Z ALL � SS 014 ROOF FASTENER SAaSEAM FIELD NOTCH AND ROD ROOF TO HOLES MIST BE DRR.EID PRIOR 70 APPLYING MASTIC. TEMPORARILY LAP PIECE V OVER WALL FLASHING AS PIECE il'. PRE-ORLL THE REQUIRED NUMBER OF 1/4"0 HOLES THROUGH BOTH PIECES OF 1 4 # CAULX REQUIRED UO EM-WN1_FU�SF_1NG-ART-NOT_ BAMWP-JIASkINO - SLOE -PEn_'BACK AND APPLY p - TAPE MASTIC -AND' BACKIrP-fL�WNIHf:-OH-PECE-'A'7LS-9iOWN.—tAP`PiECE` 6'=OVER-PtETE-- -- - -- -- - _ 'IL- KENO CARFiIIi TO ALXRN NOES INSTALL ROOF FASTFNEJRS AS SHOWN. CONTINUE - - — --- - - PROCESS ADM ROOF TO WALL CONDITION. NOTE ONLY ONE SIDE OF RIDGE SHOWN RJR CLAiM EXPANSION JOINT AT ROOF TO WALL FLASHING rRC35 RIDGE EXPANSION DETAIL AT ROOF TO WALL TRANSITION L RA32 AA SIADID SEAM ROOF PANEL EA EAL WALL PANEL SDL]APS WITH 3 4- TAPE VVaRIC DURING INSALlA7DN. STARE NOTE HELD N07CH AND BEND MASTIC T CLOSURE AD COIADNE',UP SDQAP 3a•. ROOF TO WALL FlASHDD TO CREATE ENDCJIP. m BQ FI�SDIS OF TAPE WALL PANEL WALL IIAN FASTS NER(Sy fD0 NOT FASTEN THROUGH ROOF TO WALL FLASHING TRW-132 ROOF TO WALL FLASHING /12X1 1/4 SDI" IDDIF y �AT�TARI 1 -w D.C. To PU �. SDRF 41 T� WALL DBULATiON SHOULD STOP ABOVE CLOSURE ROOF PANEL CABLE ANGLE 2 1/a- PURtl1 GA 1 FIELD TIN PANEL AND BEND UP F REQUIRED MASTIC 3/4 X 3/16 MNTINEN tRsIA-1wPPORT ANGLE 3/4 lY� T� TO �NS 9700t(S) ALOE RAID. Fl/IF1010 2 PER /1-0- I SppF ,P/U IARF-1 112X O 4 SOHN ROOF TO WALL TRANSITION AT GABLE RA30 ARCHITECTURAL OR LDNGSPAN WALLSI AB t an ROOF TO WALL TRANSITION AT EXISTING EAVE EA06 STANDING SEAM ROOF / ARCIRECRU AL OR LANGSPAH WALLS - SA SEAL WALL NOTE FIELD NOTCH AM BEAD ROOF W MW= I �M/4* TAP WALL FLASHING TO CREATE L?DGP. LIA A7 COSJRE AND OONBNUnC E'UP SDOAP Sa-. INSIDE CLOSURE WRN 3/4• WALL MAN FASMNE KS) DO NOT FASTEN TAPE MASTIC � PAS THROUGH APPLIED TO BOTH SIOF, OF CLOSURE ROOF TO WALL FLASHING ROOF SRTC1 FASTDWKS) DO NOT ATTAC TO PURUNS 14 X 1 SURFH r-w D.D. EOY mm O.C. ROOF TO WAL FLSHIN0 cl TRW-152 r NUr�AA ATTACH 1D PURdINS RF 4 1�lr L-WALL INSULATION ASHOULD STOP BOVE CLOSURE -a- D.C. 183 mm O.C. MILE ROOF PANEL 2 1/a- t RF RAKETW PANEL AND ;.lr.. ,;.,•:.'^}�: •. BOLD UP F THERMAL SPACER REQUIRED PURL w I., RAID: SUPPORT MASTIC 3/4 X 3/16 3/4 7M OR LONOWAN PANEL WALLS SCALE. DATE BURN my' TMD STANDING SEAM ROOF PANEL rmwnnm n: 9LJ BASIC ERECTION }WADE AIA8 M DNIIIl1G : SSG-2.0 m • 4 FT' . r DIY A' - V-4' STD. (MAY VARY) CART DIM /1' JJa 40.64 cm STD. (MAY VARY) as DOOR WIDTH MINE I I. !e 4 11.7E STRUGFUIM FASTENERS R1 1/4 SDHH CTURAL • N X 1 I/BOLTS BOLTS I/4- A328 DOOR WIDTH �1 • BUITON HEAD BOLTS REQUIRED l AT STRIP WINDOW FRAMED OPENING KEY loFOA FRAMED OPENING KEY OFOB JAMB TO GIRT CONNECTION OF01 JAMB TO EAVE STRUT CONNECTION OFO6 JAMB TO GIRT CONDITION AA, JAMB To FAVE STRUT AA AA EAVE STRIFT----,,,",,, STRUCTURAL FASTENERS - FOR GIFT ATTACHMENT T12X1 1/4�SOHN O.C. STAGGERED 30.48an O.C. STAGGERED 4 3/BF11.74-n LIP J CL-3 STRLCURAL BOLTS- 1/2.0 X 1 1/4- A3/25 WALL PANEL) - CLP W Q WsiOR 10 TM I CL 10 (ir 4A1105) PNMNA011 IRA �1 M A � wum. JAMS 7.30em 2 7/Ii (B' JAMBS) 837an 3 3/B' S9 1/2- JAMBS) 3 7/B' `' ) TS 1/2-STRUCTURAL 1%4 A325 2 OM. FULL DAY LENGTH AND EAVE STRUT BRACKET FRAMED OPENING. t/XID SOLIS V A307 12X1 U CTURAL 4SaFAFN 1/W RAYED OPENINO JAMB JAMB TO EAVE STRUT CONNECTION WITH REINFORCING GIRT OF06A I HEADER TO JAMB CONNECTION OP 1 AA AA A IDLE OF ern 2 1 -------------- 1 3/ A ' 3.40 an 3.49 an DOOR WIDTH + SM an TYPICAL ANCHOR BOLT LAYOUT 8' an llr GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS 1. OVERHEAD DOORS ARE FIELD LOWED. CUT STANDARD PANELS AND GRTS AS REQUIRED. 2. MMIUAI HEIGHT OF DOOR 5 2'-0' LESS THAN EWE FEGHf. 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DEVU S. 4. JAMBS MUST OE LOCK EO A MINIMUM OF 1'-0' FROM CENTER LINE OF COLUMNS GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS 1. 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANES MAY REQUIRE FIELD CUTTNO. i ALL STRUCTURAL CONNECTIONS 10 DE MADE AS SHOWN ON APPROPRIATE DETAILS. BlJT10N HEAD 1/2', X 1' BOLTS 1/4' A328 Cl-4 (1r JAAMI �BOUS rf coots) /-OISE(FFLD NOTCH) E \- FIELD CUT AND HELD DRILL GIRT JAMB- • AT FIELD LOCATED FRAMED OPOOIOSJAYft � 10 BACK r GIRT TO JAMB CONNECTION OF16 JAMB BASE CONNECTION OF11 AA FIELD DRILL 9/18'h HOLES AT GIRT t ATTACH CLIP WITH EAVE (2) S U1RA/AL' OLIS W� X�1 SUPPORT' GPM 4 S/B• ATTACH REINFORCEMINT GIRT 1 3, M EAVE STRUT WITH STRUCTURAL FASTENERS /12X1 1/4 SONNH 1/2.0 � (TIP. UNL) END k -W OA Rai X 1 1/L EACH END a (2) 30.48EACH an D.C. r j FIRALED OPENING CUP CL-4 (M.) 4 16-0 -HOLES & ATTACH STRUCTURAL. REAM gRT'GIP AT GIRT CLIP WITH STRUCTURAL BOLTS CL-4 (2) S1 tUCTURAL TAs . ' PEER CON Neous 1lrO XX 1�4 GIRT 81 4' STRUCTURAL JAM (2) STRUCTURAL BOLTS 1/2-/ X 1' BN S ANCHOR SOUS STRUCTURAL JAMB NOT Bf AJ1.C. FINISHED FLOOR SECTION A -A' -- _- -. ... - __ - --_ _ _ - -- - _ �.-•:wad -..; -r ;A— - - --- - - — --- FRAMED OPENING ANCHOR BOLT DETAIL 0FS FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 TYPICAL HEADER AND JAMB CONNECTIONS OF95 JAMB TO EAVE STRUT CONNECTION WITH REINFORCING GIRT .F96 AA AA STRUCTURAL FRAMED OPENINGS AA STRUCTURAL FRAMED OPENDiCs (� REUSED OF9W ' YML 1 7m 3-M SCATB: DATE OVERHEAD DOOR FRAMING DETAILS OW WI/M ED14D W/AA /LED WVM A OSF/M MCS THO S-9P REVISED DRAIIING NUMBER ION 1NG 11-118 RLVISED DETAIL.HG OF21/M CKJ T 4-9e ®� Bn REVISED OF18/AA ORW/M REMOVED OF-W KMG THG 2-98 1lBBTD1 AT!'D In DRAWWG ER WAO-1.0 B ox EuoR IZ'D. 1L7'E 11180ID, 12-1-97 *Al HEAD FLASHING / FIELD SLIT PANELS- OT26 AND SLIDE HEAD I AB FLASHING BEHIND PANELS _B x JAMB FLASHING g 0 WALL PANEL FINISHED FLOOR —0 COVER FLASHING (OPTONAL) STRUCTURAL BOLTS FOCF8-LENGTH FOR e' JAMBS JAMS 112.OX 1 1/4' A325 FOCF95-LENGTH FOR 9.5 JAMBS HEADERLj/, WALL FASTENER //12 X 1 1/4 SOHCW 3'-0' O.C. JAMB FLASHING SEE 0192/AB) J15-IEN BUTTON HEAD BOLTS 1/2'0 X 1' A307' WALL PANEL • LASHING (OPTIONAL) WALL FASTENER 12X1 1/4 SDHCW L i; • LONGSPAN WALL PANEL SHOWN '-O' O.C. ' ' COVER FLASF FOCFB-LENG7 FDCF95-LENT SAFETY PRECAUroY: raRlma s�cuin �uwn �Fiul ClDV6 NHOI MAYOl1NG YEOIL SIAFAC6 MIH SINRP [oCFS • i MULTI -RIB PANEL SIMILAR r r DOOR WIDTH SHEETING AND FLASHING ELEVATION OTOA SECTION AT HEADER AND COVER . FLASHING OT21 SECTION THRU FRAMED OPENING JAMB OT26 SECTION THRU FRAMED OPENING JAMB FoT26 LONGSPAN / ARC II PANEL WALLS AB AB LONGSPAN OR MULTIRIS PANEL WALLS AB ARCHITECTURAL PANEL WALLS I AC HEAD FLASHING SCHEDULE HEAD COVER FLASHING SCHEDULE MN 8' HEADERS 9 1/2' HEADERS 1 PIECE FDH2-B'-3' I PIECE FOCFB-B'-6' 1 PIECE FOCF95-8'-6- k 1 PIECE FOH2-10'-3' 1 PIECE FOCFB-10'-6' 1 PIECE FOCF05-10'-6' 1 PIECE FDH2-12'-3' 1 PIECE FOCFB-12'-G' 1 PIECE FOCF95-12'-6' 1 PIECE FOH2-14'-3' 1 PIECE FOCFB-14'-6' 1 PIECE FGCF95-14'-6' 2 PIECE FDH2-0'-3' 2 PIECE FOCFB-W-- 5' 2 PIECE FOCF95-6'-6' 0' 2 PIECES FDH2-9'-3' 2 PIECES FOCFB-9'-6- 2 PIECES FOCF95-9'-6' 20'-0' 2 PIECES FDH2-10'-3-1 2 PIECES FOCF8-1: -6' 2 PIECES FOCF95-10'-S' 22'-0' 2 PIECES FOH2-11--3' 2 PIECES FOCFB-1:'-6' 2 PIECES FOCF95-11'-6' 8 ': DOOR HEIGHT JAMB FLASHING SCHEDULE ARCHITECTURAL LONGSPAN AND MULTI -RIB 8 -0' 2 PIECES FJ15B-B -1 1 2' 2 PIECES FJ15-8'-1 1 2' 10'-0' 2 PIECES FJ159-10'-1 1 2' 2 PIECES FJ15-10'-1 1 2' 12'-C' 2 PIECES FJ159-12'-1 1 2' 2 PIECES FJ15-12'-1 1 2' 14'-0' 2 PIECES FJ158-14'-1 1/2' 2 PIECES FJ15-14'-1 1 2' 16'-0' 1 4 PIECES FJ158-8'-1 1127 4 PIECES FJ15-9'-1 1 2' 1B'-0' 4 PIECES FJ15B-9'-1 1 2' 4 PIECES FJ15-9'-1 1 2' PIECES FJ158-10'-1 1 2' 4 PIECES FJ15-10'-1 1 2' 22'-0' 1 4 PIECES FJ15B-11'-1 1 2' 1 4 PIECES FJ15-11--1 1/2- DOOR HEIGHT JAMB COVER. FLASHING SCHEDULE 8' JAMBS 9 1/2' JAMBS 6'-0 2 PIECES FOCFB-B'-O' 2 PIECES FOCF95-8'-0' 10'-0' 2 PIECES FOCFB-10'-0' 2 PIECES FOCF95-10'-0' 12'-0' 2 PIECES FOCFB-12'-O' - 2 PIECES FOCF95-12'-C' 14'-0' 2 PIECES FOCFS-14'-0' 2 PIECES FGCF95-14'-0' 16'-0' 4 PIECES FOCFB-B'-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' 22'-0' 4 PIECES FOCFB-11'-1 1 2' 4 PIECES FOCF95-11--1 1/2- HEAD AND HEAD COVER FLASHING SCHEDULE OT91 I JAMB AND JAMB COVER FLASHING SCHEDULE OT92 I ARCHITECTURAL, LONGSPAN AND MULTI -RIB PANEL WALLS I AB ARCHITECTURAL, LONGSPAN AN3 MULTI -RIB PANEL WALLS AB 7 REVISED OT21/AB, OT26/A3 AND SCALE: DRkwN CHEC® BY. DRMGN APP'D BY - DATE .� f :mAou rt% Au.vA OVERHEAD DOOR FLASHING DETAILS DRAWINGWAO-2.0 IZ='1=ar _NITMBERBER ; t