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Approved Plans-Hand-Add.tifCONTINGENT ON APPROVAL BY THE EIRE MARSHALL Plotted at 9:55am on May 31, 2018 by driscolik Drawing File = CARGILL BLAIR, NEBRASKA HAND -ADD BUILDING STRUCTURAL OS -31-18 ISSUED FOR CONSTRUCTION J ( ft - t EphKml I ERt w "r 1 ADDRESS CL�Elivls cupv i CONFIDENTIAL � GEORGE ZQCHRY EL 77 38, OF S gg E-DO07322-BBUG20001 HIGHLANDER �^ HAND -ADD BUILDING OVER SHEET & DRAWING INDEX DMWNG NUMBER STRUCTURAL DEPV""D'T SCNE: Imm NEBRASKA FEED NONE 09-05-1 THIS DRAWING IS THE PROPERTY OF CARGILL DRAWING INDEX INCORPORATED AND IS SUBJECT TO RETURN DRAWING NUMBER SHEET NUMBER DESCRIPTION REVISION REVISION PATE I, JOSHUAD. G:IFFORD.AMTHECOORDINATING OR TRANSMITTED IN ANY FORM, (ELECTRONIC. PHOTOCOPYING OR OTHERWISE), PROFESSIONAN THE CARGILL-BLAIRMECHANICAL, WITHOUT WRITTEN CONSENT OF: HIGHLANDER ANSION PROJECT. BBUG20001 '01 COVER SHEET& DRAWING INDEX 1 05-31-18 BBUS 0101 01 P- PLAN A p PILE CAP PLAN AND SECTI 0 OS31-18 BSUS10102 Oi ANCHOR ROD LOCATION PIAN 0 0531-18 BBU520101 at FLOOR&ROOF PLAN D 0570.18 BBU520102 01 EXTERIOR ELEVATIONS D 051048 BBUS20201 01 STEEL FRAMING PLM 0 OS -2318 BBUS20202 01 SECTIONS AND DETAILS 0 052318 BBUS20203- 01 SECTIONS AND DETAILS 0 05-23-18 J ( ft - t EphKml I ERt w "r 1 ADDRESS CL�Elivls cupv i CONFIDENTIAL � GEORGE ZQCHRY EL 77 38, OF S gg E-DO07322-BBUG20001 HIGHLANDER �^ HAND -ADD BUILDING OVER SHEET & DRAWING INDEX DMWNG NUMBER STRUCTURAL DEPV""D'T SCNE: Imm NEBRASKA FEED NONE 09-05-1 THIS DRAWING IS THE PROPERTY OF CARGILL INCORPORATED AND IS SUBJECT TO RETURN ON DEMAND. NO PART OF THE INFORMATION CONTAINED WITHIN THIS DRAWING MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM I, JOSHUAD. G:IFFORD.AMTHECOORDINATING OR TRANSMITTED IN ANY FORM, (ELECTRONIC. PHOTOCOPYING OR OTHERWISE), PROFESSIONAN THE CARGILL-BLAIRMECHANICAL, WITHOUT WRITTEN CONSENT OF: HIGHLANDER ANSION PROJECT. CARGILL, INCORPORATED J ( ft - t EphKml I ERt w "r 1 ADDRESS CL�Elivls cupv i CONFIDENTIAL � GEORGE ZQCHRY EL 77 38, OF S gg E-DO07322-BBUG20001 HIGHLANDER �^ HAND -ADD BUILDING OVER SHEET & DRAWING INDEX DMWNG NUMBER STRUCTURAL DEPV""D'T SCNE: Imm NEBRASKA FEED NONE 09-05-1 HOLO 3/4' CHAMFER ASPHALT PAVING — ANCHORROD-SEE DETAIL2 THIS DWG 94 STIRRUP 99'OC (3) #6 SPACED EVENLY -EACH FACE — 1 1/4'0 ROD A36 CONC CURB PILE TABLE PILE NO. SIZE NORTHING FASTING Pt HPM74 16717.93 16261.63 P2 HP12,,74 16717.93 1628126 P3 HF12x74 16717.93 16300E8 P4HP12z74 4 16698.18 16261.63 P6 RP12x74 16698.18 16281.26 P6 HP12x74 16698.78 16300.88 P7HP72x74 = 16678.43 16261.63 PB HP72%74 16678.43 1628128 P9 HP12x74 ( 1667BA3 16300.88 HOLO 3/4' CHAMFER ASPHALT PAVING — ANCHORROD-SEE DETAIL2 THIS DWG 94 STIRRUP 99'OC (3) #6 SPACED EVENLY -EACH FACE — 1 1/4'0 ROD A36 CONC CURB 3 1/4'1/2°JOINT (BEYOND) 570101 Oi #5@12.00T&B #5 z 36' DAY TON DOWEL _ ¢ ASPHALT BAR SPLICER ��O SLOPE PAVING TOC 1/4'PER FT TO GRADE EL 700'-0' - - 4 TOC ✓ r EL 98'6° _ = #5 DAYTON ' - - DOWEL -IN BAR h/ - CRUSHED ROCK - `~ BOC >� GEO-FABRIC EL 96'-0' GRADE BEALt ANDSIAe REINF NOT SHOWN FOR CIARfTY SECTION SCALE: 172°-1'4Y 510101 of PL.H.,n at gn59am as Uav 31. 2018 by drisaollk Dmwing File = C:\pmjectwise\working\cust HAP PL2 I 4'6' HOLD Kl= S' WIDE CONC CURB W/#491T OC DOWELS W/ HOOKS @ TOP & W/ (2) #4 CONTINUOUS (10) #8 BARS T&B #6@12' OC, EW, T&B 0 V TOC CUR EL 1006 �1 TOC EL 100'-0' TOC EL 98'6' SECTION,, SCALE: 12'=1'-0• " NUT 1, PLATE WASHER TOC NUT & WASHER \/ V \ ANCHOR ROD DETAIL 610 61 ANCHORROD Ot SCALE: 1 1fT-1'-0' x35264\88US10101_S01.dw9 CONCRETE FACE STOOP TYP T� - OF CONC 4'-7,ar 3'-4' I I I TOC I � I 510101 SIM I EL —- D 00' -0'D CURB i i 01 T1,P 6' CONCRETE I I I CURSTYP { I 1 I I I I I I I I I I I I I I ( I I GRADE BEAM 1 I I I (BELOW)TYP C (4)ANCHORRODS i0ry.0• TYP (8) PLCS I I I SEE DETAIL 2THIS L --------------J L------------ —J DWG&DWGBBUS/0102 FOR INFORMATION F7+4 A r --- --, r--------------, TMP 510101 I I I 4 Ot I 1 I 1 I I — I I I I I I I I I I B I I L! 570701 1 I I I I I I - I I I I I SLOPE I I I I I 1 I I I I L— — — — — — — — — — — — — — J L------• _------J O� CONCRETE RAMP 6' FACE OF CONC a 0 BOLLARD SEE DETAIL 1 THIS DWG TYP i TOC 1�vvv\ EL 100'-0' 101 N 16676.78 ` OF CONC 6'-2 12° FIELD VEiRIFV 6' PLAN TYP 510101 \/�/�/�� PILE CAP PLAN 01 HOLD SCALE: 3116"=1'-0' (10) #8 BARS T&B 6° DIA SCH 40 PIPE FILL AND DOME CONCRETE CURB (BEYOND) TOP WITH 3000 PSI CONC SET IN #6912' OC, EW, T&B 18' DIA CONC PIER4'4Y LONG 1f2'EXPANSION JOINT W/SEALANT N (SQUARE TOP AT PAVED AREAS)COAT O STEEL & TOP OF CONCRETE W/ SAFETY #6@72'00, EW `q >� YELLOW PAINT — ASPHALT TOCPAVING SUPE ASPHALT PAVING TYP EL 100'-0' TO GRADE SLOPE .°I. TOC I 2'CUR EL 98'-6°- #6@1TOC44• O Y CUR TYP ;j I SPACED EVENLY- VEN EVENLY -EACH FACE BOCEL W-01 #G BARS T&B �J #4U RS (24' LEGS) O .00 94 STIRRUP @ 9' DC @9 q6• 6- LEDGE @CONC RAMP f'6' SECTION s DETAIL SCALE:112-1'-0'SID101 SCALE: 112 -f -W 570101 of of IQ' TYP HP12 (BELOW) SCAM CAP PL2 1 114'0 ROD A36 _ BACKER -ROD 5/76 6 1 1/4' ft00 5116 6 TO HP 5116 SECTION s,oO1o7 DETAIL B1o1o' 1 CONFIDENTIAL SCALE: i"-1'-0' 0t SCALE: NONE o� GENERAL NOTES V 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SfTE CONDITIONS PRIOR TO CONSTRUCTION. 2. REFERENCE ELEVATION 100'-0•=10f18'-6'ABOVE MSL 3. LOADS SHOWN ARE ASD. 4. ROUGHEN CONCRETE TO 11,V AMPLITUDE. CLEAN SURFACE FREE OF UUTANCE. CL COLUMNS & ANCHOR RODS GIRT OI 0 UT -- U GIRT - CL COLUMNS & ANCHOR RODS CL COLUMNS & ANCHOR RODS 19'-1012' 19'-101? 1-0- w Al 901R by dri-.11k Drawina He = 0102SOt.dwg 4 CONFIDENTIAL G11 GENERAL NOTES V 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. REFERENCE ELEVATION 100'-W =1005'-0' ABOVE MSL 3. LOADS SHOWN ARE ASD. PLAN HAND -ADD PLATFORM TOS EL 106'-10 314' SCALE: 310'=1'-0' P-- of 2•FSnm nn mA 2:i. 7018 hV OL1U DmwIn0 Fit. = .dwg 4 CONFIDENTIAL � 2 0 2 4 6 SCALE SCALE IN FEET LEGEND SPAN OF 1 1/4'. 3/16' WELDED BAR GRATING BEARING BARS @ 13116- OC GENERAL NOTES Q 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. REFERENCE ELEVATION 100' -0'=1006' -'ABOVE MSL 3. LOADS SHOWN ARE LRFD. 4. FOR TYPICAL HSS6x6 TO HSS6x6 CONNECTION SEE DETAILS 3,4, 8 5 ON SBUS202D3 SH01. 5. SAFETY GATE SHALL BE PIVOT MODEL, SINGLE WIDE BY MEZZANINE SAFETI-GATES, INC. PAINTED MODEL USING 2 3/6'0 FEET. GATE TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6. SEE DETAIL 1 ON BBUS20202 SH01 FOR GUARDRAIL POST CONNECTION. 7. SEE DETAIL I AND 2 ON SBUS20203 SHOI FOR PIVOT GATE ASSEMBLY ANCHORAGE. REFERENCE DRAWINGS 1. HIGHLANDER STRUCTURAL SPECIFICATIONS DD07322-AAA820001 SHOT 2. HIGHLANDER TYPICAL STEEL - SECTIONS AND DETAILS D007322-AAA821001 SH01 3. HIGHLANDER TYPICAL LADDER - SECTIONS AND DETAILS D007322-AAAS21002 SH01 4. HIGHLANDER TYPICAL STAIR - SECTIONS AND DETAILS D007322-AAAS210M SH01 FOUNDATION W/HILTI HIT SECTION A RE -500 V3 EPDXY ADHESIVE TYP 520201 SCALE: 3/4'-i'-0' 01 SECTION BZ 262 SCALE 1 112-1''-W 01 cl..a.d n1 osn,,,.. — uev 93. 2018 6v OBJ Drawing File = / --__--_--_— LES FOR CHOR RODS GUARDRAIL TOE PL1/40 GRATING 9118'0 HOLE FOR IWO MACHINE BOLT W/ WASHER & DOUBLE NUTS 2'0 STANDARD PIPE x 6' 314.0 HOLE W/BOTTOMPL7/4 DETAIL B2ozo2 GUARDRAIL PoST 01 CONNECTION SCALE: 3'=I'-0' 4 CONFIDENTIAL � GENERAL NOTES Q 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. REFERENCE ELEVATION 100'-0-1000''-6' ABOVE MSL 3. LOADS SHOWN ARE LRFD. 4. FOR TYPICAL HSS66 TO HSS6x6 CONNECTION SEE DETAIL 1 THIS DRAWING. S. ANCHOR RODS TO BE ADHESIVE ANCHORS 518'0 x 41/2' EMBEDMENT x4' PROJECTION USING HILTI HR-HY 200 ADHESIVE SYSTEM WITH HIT -Z RODS, GALVANIZED. INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. REFERENCE DRAWINGS 1. HIGHLANDER STRUCTURAL SPECIFICATIONS D007322-AAAS20MI SH01 2. HIGHLANDER TYPICAL STEEL - SECTIONS AND DETAILS D007322-AAAS21001 SH01 3. HIGHLANDER TYPICAL LADDER - SECTIONS AND DETAILS DD07322-AAAS21002 SHOT 4. HIGHLANDER TYPICAL STAIR - SECTIONS AND DETAILS 0007322-AAAS21003 SH01 SPACER PL 1 114 6• 3'-3' CL HSS6x6 TO HSSW 1/4 112-2" GRATING SPACER PL 1114 TYP 4 SIDES GRATING EDGE TO HSSBx6 I %U TYP 112' 3 SIDES 12' T 6• '1I —•'L -�4---I-- -I GRATING _ —__ ' IIi III i! GATEBASE PLTO I-- OPENING SPACER PL 1114 f 2 3 SIDES BASE PL TO I I A PL 1 1/4 S 114 1 112' 01 4 SADES PLATE DETAIL Szo2D1 WELD DETAIL Oi SCALE 1 12=1'-(Y L34 1-2 YP HSSBx6 114 1-2 T SECTION 620 03 ot,.ave -1 9.1n..... .... um. 91 MIR by OH.1 D..I.. File = SECTION s HSS6ue TO HSS6x6 520202 SCALE:112"=1'-0' � U ZZ aW aO SECTION S2 202 HSS6x6 BEAM TOHSS6xe COLUMN 0t SCALE:1 V -4§ xfi DETAIL 3 HSS6x6 TO HSS6x6 520203 SCALE: 112'_1'-0' Ot 4 CONFIDENTIAL � GENERALNOTES Q 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. REFERENCE ELEVATION 100'-U'= 1006'-6'ABOVE MSI.. 3. LOADS SHOWN ARE LRFD. REFERENCE DRAWINGS 1. HIGHLANDER STRUCTURAL SPECIFICATIONS D007322-AAAS20DO1 SH01 2. HIGHLANDER TYPICAL STEEL - SECTIONS AND DETAILS D007322-AAAS21001 SHOT 3. HIGHLANDER TYPICAL LADDER -SECTIONS AND DETAILS OW7322-WS21002 SH01 4. HIGHLANDER TYPICAL STAIR - SECTIONS AND DETAILS D007322-AAAS21003 SH01 6• 3'-3' GRATING OPENING 112' T 12' 6• SPACER GRATING PLATE OPENING 2 41/2' SPACER PLATE SPACER PL1114 PNOT GATE SPACER PLI 1/4 FBASE PLATE U F= r I dg _ _ ya w1u I o o I — - .-. — o maw a0 N o I 1 I L ' PIVOT GATE BASEPLATE BASE I I 520203 L3X3xll4 GRATING 01 TMP i CL HSS6x6 DETAIL 2o, S2 BASE PLATE PLANSCALE-. i irz--v4r 11 U ZZ aW aO SECTION S2 202 HSS6x6 BEAM TOHSS6xe COLUMN 0t SCALE:1 V -4§ xfi DETAIL 3 HSS6x6 TO HSS6x6 520203 SCALE: 112'_1'-0' Ot 4 CONFIDENTIAL � GENERALNOTES Q 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. REFERENCE ELEVATION 100'-U'= 1006'-6'ABOVE MSI.. 3. LOADS SHOWN ARE LRFD. REFERENCE DRAWINGS 1. HIGHLANDER STRUCTURAL SPECIFICATIONS D007322-AAAS20DO1 SH01 2. HIGHLANDER TYPICAL STEEL - SECTIONS AND DETAILS D007322-AAAS21001 SHOT 3. HIGHLANDER TYPICAL LADDER -SECTIONS AND DETAILS OW7322-WS21002 SH01 4. HIGHLANDER TYPICAL STAIR - SECTIONS AND DETAILS D007322-AAAS21003 SH01 SECTION S2 202 HSS6x6 BEAM TOHSS6xe COLUMN 0t SCALE:1 V -4§ xfi DETAIL 3 HSS6x6 TO HSS6x6 520203 SCALE: 112'_1'-0' Ot 4 CONFIDENTIAL � GENERALNOTES Q 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. 2. REFERENCE ELEVATION 100'-U'= 1006'-6'ABOVE MSI.. 3. LOADS SHOWN ARE LRFD. REFERENCE DRAWINGS 1. HIGHLANDER STRUCTURAL SPECIFICATIONS D007322-AAAS20DO1 SH01 2. HIGHLANDER TYPICAL STEEL - SECTIONS AND DETAILS D007322-AAAS21001 SHOT 3. HIGHLANDER TYPICAL LADDER -SECTIONS AND DETAILS OW7322-WS21002 SH01 4. HIGHLANDER TYPICAL STAIR - SECTIONS AND DETAILS D007322-AAAS21003 SH01 FLAN CUSTOM FEED AREALAYOUT SCALE: NOTTO SCALE 67 w GENERAL NOTES 1. CONTRACTOR(S) TO VERIFY ALL DIMENSIONS AND CON MONS IN THE FIELD BEFORE AND DURING ANY CONSTRUCHON. 2. EL100'-0'=3000.50'MSL REFERENCE DRAWINGS 1. LNG40330- DRY INGREDIENT UNLOAD BUILDING, GENERAL ARRANGEMENT. 2, LND4032S-SUPER SACK BUIMNG,GENERAL ARRANGEMENT. 3. LN040340: HAY UNLOAD, GENERAL ARRANGEMENT. 4. LN040346RE-WORK MIXER, GENERAL ARRANGEMENT. M18JO140A Cargill Blair CONTINGENT ON APPROVAL Weitz Industrial i3y THF FIRE: MARSHALL A "LJ1=K=1=:1 COMPANY L!ER-��TRO P �M IT N O'� LZ- I APPROVED BUILDING PLANNING PUBLIC WORKS FIRE DEPT CL�EIIUTII COPY Deferred Submittals BUILDING ERECTION NOTES 1. THE METAL BUILDING SUPPLIER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESISTALL OFTHE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 3. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR RODS SHALL BE ACCURATELY SET TO A TOLERANCE +/-1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A+/-1/8INCH TOLERANCE, 4. COLUMN BASE PLATES ARE DESIGNED NOTTO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 5. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR RODS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 6, ANCHOR RODS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 7. THE EMBEDMENT OF THE ANCHOR RODS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR ROD EDGE DISTANCE IS THE RESPONSIBILITY OFTHE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. B. ALL ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 9. ANCHOR ROD DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE ANCHOR BOLT PLAN. ANCHOR RODS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. BASIC MATERIAL PRIMARY FRAMING STEEL STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992. STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: A. ASTM A 1011 SS, GRADE 55 C. ASTM A 572 GRADE 55 B. ASTM A 1011 HSLAS, GRADE 55, CLASS 1 D. ASTM A 529 GRADE 55 STEEL FOR ENDWALL "C" SECTIONS SHALL CONFORM TO ASTM A 1011 S5, GRADE 55, OR HSLAS, GRADE 55, CLASS 1. STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 500 GRADE B, 42 KSI. SECONDARY FRAMING STEEL STEEL USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND "C" SECTIONS SHALL CONFORM TO ASTM A1011 SS, GRADE 55, OR HSLAS GRADE 55, CLASS 1, OR IF GALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 55, 690 OR HSLAS, GRADE 55, CLASS 1, G90. ROOF AND WALL PANEL MATERIAL EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 50, CLASS 1. MATERIAL MAY BE EITHER 24 OR 22 GAGE. PANEL MATERIALSHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80, CLASS 1 OR CLASS 2, OR HSLAS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE, PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 50, CLASS 1 OR CLASS 3, MATERIAL MAY BE EITHER 24 OR 22 GAGE. BRACE MATERIALS: BRACE CABLES: ASTM A475,7 -STRAND EHS WIRE CABLE BC4 = 1/4" DIA.(7mm) BCS =5/16"DIA.(8mm) BCG =3/8"DIA.(SOmm) BC8 = 1/2" DIA.(13mm) BRACERODS: ASTM A 572, 50 KSI (UPSET THREADS) BR5=S/8"DIA.(l6mm) BR6=3/4"DIA.(20mm) BR7 = 7/8" DIA.(23mm) BR8 = 1" DIA.(26mm) OR ASTM A 529, 50 KSI (CUT THREADS) BR9 =11/8" DIA.(29mm) BR10 =11/4" DIA.(32mm) BR11= 13/8" DIA.(35mm) BR32 =11/2" DIA.(39mm) STRUCTURAL PRIMER NOTE: "SHOP COAT PRIMER IS INTENDED TO PROTECT THE STEEL FRAMING DURING TRANSPORTATION TO THE JOBSITE AND FOR NOT MORE THAN 45 DAYS FROM THE APPLICATION. STORAGE IN EXTREME COLD TEMPERATURES OR WINTER SNOW CONDITIONS, INCLUDING TRANSPORTATION ON SALTED OR CHEMICALLY TREATED ROADS WILL ADVERSELY AFFECTTHE DURABILITY AND LONGEVITY OF THE PRIMER. THE COAT OF SHOP PRIMER DOES NOT PROVIDE THE UNIFORMITY OF APPEARANCE, OR THE DURABILITY AND CORROSION RESISTANCE OFA FIELD APPLIED FINISH COAT OF PAINT OVER ASHOP PRIMER. MINOR ABRASIONS TO THE SHOP COAT PRIMER CAUSED BY HANDLING, LOADING, SHIPPING, UNLOADING AND ERECTION ARE UNAVOIDABLE AND ARE NOT THE RESPONSIBILITY OF THE METAL BUILDING SUPPLIER. ABC IS NOT RESPONSIBLE FOR THE DETERIORATION OF THE PRIMER OR "AS A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN SECTION 29.7 OFSPECIF- ICATION 516.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF THE METAL BUILDING SYSTEMS MANUAL, PUBLISHED BY THE MBMA." CONSTRUCTION BRACING NOTE: TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION IS TO BE DETERMINED, FURNISHED AND INSTALLED BY THE ERECTOR. THESE SUPPORTS MUST SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED RESULTING FROM WIND AND OR SIESMIC ACTIVITY AND AGAINST THE LOADS RESULTING FROM THE ERECTION OPERATION. A325 & A490 BOLT TIGHTENING REQUIREMENTS: IT 15 THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLTTIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. FOR PROJECTS IN THE UNITED STATES, SEE THE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS OR FOR PROJECTS IN CANADA, SEETHE CAN/CSA S16 LIMIT STATES DESIGN OF STEEL STRUCTURES FOR MORE INFORMATION. THE FOLLWING CRITERIA MAY BE USED TO DETERMINE THE BOLT TIGHTNESS (i.,, "SNUG TIGHT" OR "FULLY -PRETENSIONED"), UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTRACT REQUIREMENTS. A) ALL A490 BOLTS SHALL BE "FULLY -PRETENSIONED". B) ALL A325 BOLTS IN PRIMARY FRAMING (RIGID FRAMES AND BRACING) MAY BE "SNUG -TIGHT", EXCEPT AS FOLLOWS: "FULLY PRETENSION" A325 BOLTS IF: a) BUILDING SUPPORTS A CRANE SYSTEM WITH A CAPACITY GREATER THAN 5 TONS. b) BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS -REVERSALS ON THE CONNECTIONS. THE ENGINEER -OF -RECORD FOR THE PROJECT SHOULD BE CONSULTED TO EVALUATE FOR THIS CONDITION. c)THE PROJECT SITE IS LOCATED IN A HIGH SEISMIC AREA. FOR IBC -BASED CODES, "HIGH SEISMIC AREA" IS DEFINED AS "SEISMIC DESIGN CATERORY" OF'D','E', OR 'I". SEE THE "BUILDING LOADS" SECTION ON THIS PAGE FOR THE DEFINED SEISMIC DESIGN CATEGORY FOR THIS PROJECT. d) ANY CONNECTION DESIGNATED IN THESE DRAWINGS AS "A325 -SC". "SLIP -CRITICAL" (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY -RUSTED SURFACES ARE ACCEPTABLE. C) IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "FULLY -PRETENSIONED", EXCEPT FOR SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACES. D) SECONDARY MEMBERS (PURLINS, GIRTS, OPENING FRAMING, ETC.) AND FLANGE BRACE CONNECTIONS MAY ALWAYS BE "SNUG -TIGHT", UNLESS INDICATED OTHERWISE IN THESE DRAWINGS, THE 10'-0' X 14'-8 1/16" ROLL -UP DOOR FRAMED OPENING SUPPLIED ON THIS PROJECT HAS BEEN DESIGNED TO SUPPORT A TOTAL HANGING DEAD WEIGHT OF 1467 LBS. IN ADDITION, THE FRAMED OPENING HAS BEEN DESIGNED TO SUPPORT WIND LOAD, NORMAL TO THE DOOR, BASED ON THE STANDARD BUILDING CODE CRITERIA. THE FRAMED OPENING HAS NOT BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR CATENARY FORCE FROM THE DOOR. ANY CHANGE TO THE INFORMATION SHOWN HERE WOULD REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING REINFORCEMENT. WINDOWS AND DOORS THAT ARE PROVIDED BY OTHERS ARE ASSUMED TO MEET THE WIND LOADING REQUIREMENTS OF THE STRUCTURE AND THE OPENINGS FOR THESE MUST BE IMPACT -RESISTANT OR PROTECTED BY AN IMPACT -RESISTANT COVERING AS SPECIFIED IN THE BUILDING CODE WHEN A HIGH WIND EVENT IS ANTICIPATED. ABC -ATLANTIC DIVISION 7200 N. LAKE DR. STE. 200 COLUMBUS, GA 31909 PHONE: (706) 562-8020 FAX: (706)562-8017 ABC - MIDWEST DIVISION 2101 EAST MAIN STREET EL PASO, IL 61738 PHONE: (309) 527-1500 FAX: (309) 527-1522 PROJECT BUILDING LOADS DESIGN CODE: IBC2009 ROOF LIVE LOAD: 20 psf REDUCIBLE PER CODE GROUND SNOW LOAD: 30 psf SNOW IMPORTANCE FACTOR, 1 :, 1.00 ABC - SOUTH DIVISION 1150 STATE DOCKS RD. EUFAULA, AL 36027 PHONE: (334) 687-2032 FAX: (334) 688-2200 ABC - WEST DIVISION 2260 TENAYA DRIVE MODESTO, CA 95354 PHONE: (209) 236-0580 FAX: (209) 236-0588 RISK CATEGORY: I SNOW EXP. FACTOR, Ce: 1.00 DESIGN WIND SPEED: 90 mph WIND IMPORTANCE FACTOR, I :- 1.00 WINDEXPOSURE: C UL -90: YES SEISMIC INFORMATION: Ss = 0.119 S1:0.040 DESIGN (Sds / Sd1) : 0.127/0.064 SITE CLASS: D SEISMIC IMP. FACTOR, 1 a 1.00 SEISMIC DESIGN CATEGORY: A ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure BASIC SFRS: Not Detailed For Seismic STATE: IA COUNTY: WASHINGTON AMERICAN BUILDINGS COMPANY SERVICEABILITY STANDARDS (2006 MBMA MANUAL CRITERIA) WILL BE USED FOR DESIGN AND FABRICATION OF THIS ORDER. SHEET NUMBER STATUS DATE REV. NO. C-1 FOR CONSTRUCTION 03/30/2018 1 C-2 FOR CONSTRUCTION 03/30/2018 0 AB -1 -- AB -2 FOR CONSTRUCTION 03/28/2018 0 E-01 — E-12 FOR CONSTRUCTION 03/30/2018 0 SED -000 — SED -024 FOR CONSTRUCTION 03/30/2018 0 THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED, ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH AMERICAN BUILDINGS COMPANY'S "GENERAL ERECTION GUIDE", THE LATEST EDITION OF THE MBMA MANUAL, AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. NOTES: 1) COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE UNIFORMLY DISTRIBUTED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC., ARE SUSPENDED FROM ROOF MEMBERS, CONSULT THE M.B.S. IF THESE CONCENTRATED LOADS EXCEED 500 POUNDS (USING THE WEB MOUNT DETAIL), OR 200 POUNDS (USING THE FLANGE MOUNT DETAIL), OR IF INDIVIDUAL MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. 2) THE DESIGN OF STRUCTURAL MEMBERS SUPPORTING GRAVITY LOADS IS CONTROLLED BY THE MORE CRITICAL EFFECT OF ROOF LIVE LOAD OR ROOF SNOW LOAD, AS DETERMINED BY THE APPLICABLE CODE. 3) ALL WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS FOR THE WELDING PROCESSES AND POSITIONS TO BE USED. ALL WELDING AND WELD PREP MUST BE COMPLETED AND VISUALLY INSPECTED TO AWS ACCEPTANCE CRITERIA (TABLE 6.1) IN ACCORDANCE WITH THE APPLICABLE AWS STANDARD. WELD ELECTRODES USED FOR ALL FIELD WELD PROCESSES MUST BE SELECTED FROM TABLE 3.1 IN AWS CIA FOR GROUP 11 MATERIAL GREATER THAN OR EQUAL TO 0.125" THICK OR TABLEI.2 IN AWS D1.3 FOR MATERIAL LESS THAN 0.125" THICK AND ALL FILLER MATERIAL MUST HAVE A Fu OF 70 KSI. 4)" PM IS BASED ON THE MINIMUM ROOF SNOW LOAD CALCULATED PER BUILDING CODE OR THE CONTRACT -SPECIFIED ROOF SNOW LOAD, WHICHEVER IS GREATER. THIS VALUE, PM, IS ONLY APPLIED IN COMBINATION WITH DEAD AND COLLATERAL LOADS. ROOF SNOW IN OTHER LOADING CONDITIONS IS DETERMINED PER THE SPECIFIED BUILDING CODE. BUILDING SPECIFIC LOADING INFORMATION ` Primary Structural Not Included THE METAL BUILDING SUPPLIER DOES NOT MANUFACTURE, SUPPLY OR RECOMMEND THE USE OF SNOW GUARDS OR OTHER DEVICES INTENDED TO HOLD SNOW AND/OR ICE ACCUMULATIONS ON THE ROOF SYSTEM. IF SNOW GUARDS OR OTHER DEVICES ARE TO BE USED ON THIS PROJECT, THEY MUST BE INSTALLED UNDER GUIDANCE OF THE "ENGINEER OF RECORD" (NOT METAL BUILDING SUPPLIER) SO AS TO NOT EXCEED THE DESIGN ROOF SNOW LOAD ON THIS PROJECT. THE BUILDING CODE REQUIRES CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20FT. OF A HIGHER STRUCTURE. INFORMATION PROVIDED TO THE METAL BUILDING MANUFACTURER DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 20FT. ENVELOPE, AND AS SUCH, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN. THE ROOF SYSTEM IS DESIGNED FOR A 10 PSF UNIFORM COLLATERAL LOAD. NO CONCENTRATED LOADS HAVE BEEN ACCOUNTED FOR IN THE ANALYSIS OF THIS ROOF SYSTEM. IF ANY CONCENTRATED LOADS ARE APPLIED TO THIS ROOF SYSTEM, THE ORIGINAL DESIGNER OR A LOCAL ENGINEERING PROFESSIONAL SHOULD BE RETAINED TO ANALYZE ANY DETRIMENTAL EFFECTS THAT THIS LOAD MAY HAVE ON THE SYSTEM. Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS Weitz Industrial JOB NUMBER: SHEET: RELEASE / REVISION I DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION NGRI DATE I M 18J 0140A C-1 FINAL CONSTRUCTION I SB/SB I KRF 03/30/2018 10 1 FOR ANCHOR BOLTS SB! SB I KRF 03/28/2018 Roof Dead COLLATERAL DEAD SNOW COEFFICIENT SNOW LOAD (PSF) WIND SEISMIC BLDG. (Psfl" Pd (psf) Sec (psf) Ct Cs Ps (psf) "Pm (psi) Enclosure GCpi R Cs V (kips) A 3.2 10.0 10.0 1.2 1.00 25.20 20.00 Enclosed +/-0.18 3.00 0.010 1 0.3 ` Primary Structural Not Included THE METAL BUILDING SUPPLIER DOES NOT MANUFACTURE, SUPPLY OR RECOMMEND THE USE OF SNOW GUARDS OR OTHER DEVICES INTENDED TO HOLD SNOW AND/OR ICE ACCUMULATIONS ON THE ROOF SYSTEM. IF SNOW GUARDS OR OTHER DEVICES ARE TO BE USED ON THIS PROJECT, THEY MUST BE INSTALLED UNDER GUIDANCE OF THE "ENGINEER OF RECORD" (NOT METAL BUILDING SUPPLIER) SO AS TO NOT EXCEED THE DESIGN ROOF SNOW LOAD ON THIS PROJECT. THE BUILDING CODE REQUIRES CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20FT. OF A HIGHER STRUCTURE. INFORMATION PROVIDED TO THE METAL BUILDING MANUFACTURER DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 20FT. ENVELOPE, AND AS SUCH, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN. THE ROOF SYSTEM IS DESIGNED FOR A 10 PSF UNIFORM COLLATERAL LOAD. NO CONCENTRATED LOADS HAVE BEEN ACCOUNTED FOR IN THE ANALYSIS OF THIS ROOF SYSTEM. IF ANY CONCENTRATED LOADS ARE APPLIED TO THIS ROOF SYSTEM, THE ORIGINAL DESIGNER OR A LOCAL ENGINEERING PROFESSIONAL SHOULD BE RETAINED TO ANALYZE ANY DETRIMENTAL EFFECTS THAT THIS LOAD MAY HAVE ON THE SYSTEM. Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS Weitz Industrial JOB NUMBER: SHEET: RELEASE / REVISION I DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION NGRI DATE I M 18J 0140A C-1 FINAL CONSTRUCTION I SB/SB I KRF 03/30/2018 10 1 FOR ANCHOR BOLTS SB! SB I KRF 03/28/2018 AMERICAN BUILDINGS r A--- 04/11/2018 MBMR '9A s r? �a ((y /j 6 CA 1=°`a(A),�o- dpi T[ST y ! t 3 [ u !xx THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER ANDDOESNOTSERVEAS P } OR REPRESENT THE PROJECT `�`Jk ¢ ( T % ENGINEER OF RECORD AND SHALL NOT RE CONSIDERED AS SUCH. �). ,J �. , � 1, 7✓ �T AMERICAN BUILDINGS r A--- 04/11/2018 MBMR STRUCTURAL STEEL COLORS PRIMARY: RED ROOF PANELS TYPE: LC624 GAGE: 24 COLOR EVGR WEATHERTIGHTNESS WARRANTY: YES UL 90 CERTIFICATION: YES FACTORY MUTUAL CERTIFICATION: NO ROOF INSULATION TYPE: NONE THK OVER PURLIN: NA (3-,4-, OR 6- ONLY BEARING PLATE: FACING TYPE: STARTER ROLL WIDTH: SPACER STRIP: (LOC -SEAM OR STANDING SEAM WIO INSULATION) ROOF LINE TRIM FSW EAVE: STD GUTTER RIDGE FLASHING: EXPANSION DOWNSPOUT CONDITION: CORRUGATED BSW EAVE: STD GUTTER LEW RAKE: UNIVERSAL HEW RAKE: UNIVERSAL BYABC: NA THERMAL BLOCK: BYABC7: FACING COLOR: TYPICAL ROLL WIDTH: COLOR: EVGR ICEARDSNOW: NO COLOR: WMWH COLOR:EVGR ICEANDSNOW: NO WALL FRAMED OPENINGS WALL ID LEW HEW FSW COLOR:EVGR I e COLOR:EVGR BSW ROOF FRAMED OPENINGS WIDTH I LENGTH I QUANTITY I WEIGHT ROOFCURB SIZES OF ROOF CURBS ARE INSIDE TO INSIDE DIMENSION AS UNDERSTOOD BYAMERICAN BUILDINGS COPAPANY. 00 NOT CUT PURUNS UNLESS SPECIFIED BY CERTIFIED ENGINEER- MAX NGINEERMAX LOAD FOR STANDARD ROOF CU HE FRAMING IS 30004. THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURB MUST BE CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. ROOF TRANSLUCENT PANELS / INTEGRATED PRISMATIC SKYLIGHTS PLANE INSULATED QUANTITY CENTERED BAY NO. WA ROOF CURB MOUNTED SKYLIGHTS PLANE SIZE COLOR QUANTITY CENTERED BAYNO. WA ROOF VENTS TYPE QUANTITY RUN TYPE COLOR WA PIPE JACKS SIZE QUANTITY WA WALL PANELS TYPE OP26 GAGE: 26 COLOR: WMAH WALL CORNER TRIM COLOR: WMWH BASE TRIM CONDITION TYPE: CEEWITHTRIM COLOR: WMWH WALL LINER PANEL INFORMATION WALL INSULATION SECONDARY: RED TYPE: NONE BY ABC: WALL 10 LOCATION HEIGHT LINEAL FT CAPTRIM THK OVER GIRT: (3-,4', OR 6- ONLY) FACING TYPE: FACING COLOR: TRIM NOT INCLUDED UNLESS NOTED. LOCATION IS FROM LEW STARTER ROLL WIDTH: TYPICAL ROLL WIDTH: BYABC: NA THERMAL BLOCK: BYABC7: FACING COLOR: TYPICAL ROLL WIDTH: COLOR: EVGR ICEARDSNOW: NO COLOR: WMWH COLOR:EVGR ICEANDSNOW: NO WALL FRAMED OPENINGS WALL ID LEW HEW FSW COLOR:EVGR I e COLOR:EVGR BSW ROOF FRAMED OPENINGS WIDTH I LENGTH I QUANTITY I WEIGHT ROOFCURB SIZES OF ROOF CURBS ARE INSIDE TO INSIDE DIMENSION AS UNDERSTOOD BYAMERICAN BUILDINGS COPAPANY. 00 NOT CUT PURUNS UNLESS SPECIFIED BY CERTIFIED ENGINEER- MAX NGINEERMAX LOAD FOR STANDARD ROOF CU HE FRAMING IS 30004. THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURB MUST BE CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. ROOF TRANSLUCENT PANELS / INTEGRATED PRISMATIC SKYLIGHTS PLANE INSULATED QUANTITY CENTERED BAY NO. WA ROOF CURB MOUNTED SKYLIGHTS PLANE SIZE COLOR QUANTITY CENTERED BAYNO. WA ROOF VENTS TYPE QUANTITY RUN TYPE COLOR WA PIPE JACKS SIZE QUANTITY WA WALL PANELS TYPE OP26 GAGE: 26 COLOR: WMAH WALL CORNER TRIM COLOR: WMWH BASE TRIM CONDITION TYPE: CEEWITHTRIM COLOR: WMWH WALL LINER PANEL INFORMATION FRAMING COLORS LINER CORNERAND D By ABC; TRIM PROVIDED BYABC; CAP WALL 10 LOCATION HEIGHT LINEAL FT CAPTRIM PANEL INFORMATION TRIM NOT INCLUDED UNLESS NOTED. LOCATION IS FROM LEW LINE 1 FULL FULL YES A3P26(REGW) THE LEFT STEEL WALL BR =BRICK RED (BIRD) SD = SAGEBRUSH TAN (SBTN) GZ=GALVANIZED BK=NO PAINT MISC FlNISH (25 yr wty) GIA=GAVAUME(ALCT) AY= GALVALUME PLUS(AYCT) WALK DOORS/WINDOWS BUC=BLACK W HT =WHITE BZ=BRONZE OS= BURNISHED SLATE(BRSL) Ed FOX GRAY(FXGY) HG = HUNTER GREEN (HNGR) PVDF FINISHES (35 yr wty) DB = DARK BRONZE(DKBZ) EG = ROYALEVERGREENIEVGR) RW ROYALBLUEWW= RW=REGAWHRE (REGW) SG = SLATE GRAY (SLGY) SS= SANDSTONE (SDST) THS TO BE SELECTED SU = SURRYBEIGE(SUBG) W =TERRA WHITE T MW WARM WLECTED WH) TBI=TOBESELECTEO •YES A3P26(REGW) REW LINE FULL FULL WA FSW WA BSW YES A37 FSW LINE FULL FULL �A YES A3P26 (REGW) BSW LINEA FULL FULL CEILING LINER PANEL INFORMATION CEILING PANEL COVERAGE PANEL INFOREEN N/A PARTITION WALL / DRAFT CURTAIN WALL ID DIRECTION LOCATION LENGTH PANEL INFORMATION NIA LOCATION ON A LONGITUDINAL WALL IS FROM FSW. LOCATION ON A TRANSVERSE WALLIS FROM THE LEW. WALK DOORS PASTD=PRE-ASSEMBLED STANDARD PAPREM= PRE -ASSEMBLED PREMIUM PAW R= PRE -ASSEMBLED WIND RATED KD,STD=KNOCKDOWN STANDARD KO,PREM= KNOCKDOWN PREMIUM KD.W R= KNOCKDOWN W IND RATED RHD=RIGHT HAND OUT RHI=RIGHT HAND IN LHOdEFT HAND OUT LHIXEFT HAND IN STD= STANDARD (SOUD) VLFVISION LIGHT (INSULATED) MLT=VISION LIGHT (UN -INSULATED) VLGL=VISION LIGHT (LAMINATED GLASS PA) HGI=HALF GLASS (INSULATED) HGT= HALF GLASS (LIN -INSULATED) HGLG=HALF GLASS (LAMINATED GLASS PA) NGI�RROW GLASS (INSULATED) NGT=NARROW GLASS(UWINSULATED) NGLG=NARROW GLASS (LAMINATED GLASS PA) INnI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE IND] RELEASE / REVISION I DWN: / CKD: I ENGRI DATE 11 WINDOWS I WA SPECIAL NOTES SIZE QUANTITY COLOR WINDOW ELEVATION ' ■ MISCELLANEOUS MATERIAL WALL LITES NIA WALL ID PROFILE LENGTH BAND BAND AT SAVE BAND LENGTH QUANTITY SILL HT LEW NIA HEW NIA FSW WA BSW WA ABC STANDARD COLOR CODES FASCIA WALL ID TYPE PROJECTION CLEAR HT LINEAL FEET FACE PANEL BACK PANEL SOFFIT PANEL LEW WA REW WA FSW NIA BSW WA RAKE/ EAVE EXTENSIONS (OVERHANG) WALL ID TYPE PROJECTION I UNEALFT ISOFFrrPANEL JINSULATION LEW WA REW NIA FSW NIA BSW NIA PARAPET WALL IWALLIDI TYPE (PROJECTION I LINEALFT (SOFFITPANEL IINSULATKON I LEW WA REW WA FSW WA BSW NIA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial DRAWING STATUS: FOR CONSTRUCTION JOB NUMBER: SHEET: M 18J 0140A IC -2 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY EMANUFACTURER AND DOES NOT 5ERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. kME ULAN BUILDINGS as mvAvr MBMR FRAMING COLORS SILICON POLYESTER (SP) FINISH (25 yr wty) RP=RED AS AZTEC BLUE(AZBL) PW = POLARWHRE(POWH) CANOPY GP = GRAY BR =BRICK RED (BIRD) SD = SAGEBRUSH TAN (SBTN) GZ=GALVANIZED BK=NO PAINT MISC FlNISH (25 yr wty) GIA=GAVAUME(ALCT) AY= GALVALUME PLUS(AYCT) WALK DOORS/WINDOWS BUC=BLACK W HT =WHITE BZ=BRONZE OS= BURNISHED SLATE(BRSL) Ed FOX GRAY(FXGY) HG = HUNTER GREEN (HNGR) PVDF FINISHES (35 yr wty) DB = DARK BRONZE(DKBZ) EG = ROYALEVERGREENIEVGR) RW ROYALBLUEWW= RW=REGAWHRE (REGW) SG = SLATE GRAY (SLGY) SS= SANDSTONE (SDST) THS TO BE SELECTED SU = SURRYBEIGE(SUBG) W =TERRA WHITE T MW WARM WLECTED WH) TBI=TOBESELECTEO WALL ID I TYPE I PROJECTION CLEAR HT LOCATION SOFFIT PANEL FACE PANEL INSULATION LEW NIA HEWCOTTA WA FSW WA BSW WA LOCATION IS FROM LEFT STEEL UNE (LEFT CORNER) OF WALL CANOPY IS LOCATED ON. FASCIA WALL ID TYPE PROJECTION CLEAR HT LINEAL FEET FACE PANEL BACK PANEL SOFFIT PANEL LEW WA REW WA FSW NIA BSW WA RAKE/ EAVE EXTENSIONS (OVERHANG) WALL ID TYPE PROJECTION I UNEALFT ISOFFrrPANEL JINSULATION LEW WA REW NIA FSW NIA BSW NIA PARAPET WALL IWALLIDI TYPE (PROJECTION I LINEALFT (SOFFITPANEL IINSULATKON I LEW WA REW WA FSW WA BSW NIA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial DRAWING STATUS: FOR CONSTRUCTION JOB NUMBER: SHEET: M 18J 0140A IC -2 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY EMANUFACTURER AND DOES NOT 5ERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. kME ULAN BUILDINGS as mvAvr MBMR ANCHOR BOLT TABLE ERECTION NOTEIII QTY 314 32 1. FINISHED FLOOR ELEVATION = 100'-0" 2. BOTTOM OF BASE PLATE (B.O.B.P.) = 100'-0" EXCEPT AS NOTED. 41'-9 O O 1'-0 19'-10 1/2 19'-10 1/2 N BP02-A BP01-F BP01-C q BRACED BAY 111/2 , I 11 1/2 , o m0 I I I o p w w r ¢ L m m I , I m I BP01-B BP01-E © 0 _ -_ __-__-- ©v a 11112 I I 111!2 I i 11 1!2 , I o I 1111/2 © o N O BP01-A BRACED BAY ZBP02-B BP01-D 1'-0 19'-10 1/2 19'-10 1/2 1'-0 CD 3 I 41'-9 ANCHOR BOLT PLAN THE REGISTERED PROFESSIONAL Cargill Blair DRAW ING STATUS: ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY HE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENFTNE PRO)ECT ENGINEER OF RECORD AND SHALL NOT RE CONSIDERED AS SUCH. FOR CONSTRUCTION 650 Industrial Park Drive Blair. NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Weitz Industrial JOB NUMBER: SHEET: - Anuaowcttmur+ NO RELEASE 1 REVISION DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: ENGR DATE M 18JO 140A AB -1 MBMIa 0 FOR ANCHOR BOLTS SB/SB KRF 03/28/2018 ANCHOR BOLT TABLE SIZE QTY 314 32 BP01-A BP01-B BP01-C BP01-D BP01-E BP01-F 3/8 PLATE - 3/4 AB - 3" READ. PROJECTION 3/8 PLATE - 3/4 AB - 3" READ. PROJECTION 3/8 PLATE - 3/4 AB - 3" READ. PROJECTION 3/8 PLATE - 3/4 AB - 3" READ. PROJECTION 3/8 PLATE - 3/4 AB - 31' REQD. PROJECTION 3/8 PLATE - 3/4 AB - 3" REQD. PROJECTION W N 81� Z J N J N W w N `0 8 _1_31/2_11 3 1 2 4 1 STEEL LINE BP02-A 3/8 PLATE - 3/4 AB - 3" REQD. PROJECTION STEE� LINE I N m ^A/n N Ilf�l r 1 112 1 1/2 N H II 8112 _ W N L N W W � N N 8 1 3 1123 112 11 3 1 2 111/2 I BP02-B 3/8 PLATE - 3/4 AB - 3" REQD. PROJECTION 11/2 I 111/2__ N ED P7 21/21 N , � r STEEL LINE ERECTION NOTEI!I 1. FINISHED FLOOR ELEVATION = 100'-0" 2. BOTTOM OF BASE PLATE (B.O.B.P.) = 100'-0- EXCEPT AS NOTED. ERECTION NOTE!!! ALL ANCHOR RODS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE BOTTOM OF THE COLUMN BASE PLATES, EXCEPT 1/2 INCH DIAMETER ANCHOR RODS LOCATED AT DOORS WHICH SHALL HAVE PROJECTION OF 1 INCH. ALL ANCHOR RODS SHALL HAVE A MINIMUM THREAD LENGTH OF 1/4 INCH LESS THAN THE PROJECTION. THE PROJECTIONS SPECIFIED PROVIDE FOR A SINGLE BASE PLATE THICKNESS, AND APPLICATION OF ONE 3116 INCH WASHER, AND ONE HEAVY HEX NUT. IN THE INSTALLED POSITION, THE TOP OF THE ANCHOR BOLT MUST BE FLUSH WITH OR ABOVE THE TOP OF THE NUT. ADDITIONAL PROJECTION LENGTH MUST BE CONSIDERED AND PROVIDED FOR ITEMS SUCH AS GROUT, DOUBLE NUTS, PLATE WASHERS, LEVELING PLATES, ETC., THAT MAY BE SPECIFIED BY OTHERS. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED FROM CORROSION. INOI RELEASE / REVISION OWN: / CKD: I ENGRI DATE NO RELEASE 0 1 FOR ANCHOR BOLTS SB/SB I KRF 03/28/2018 STEEL LINE 1 R1/2 N HI I W N Z � N W w c 00 � N 00 I 8 131/2 3 2 111/2 1 Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial DATE STEEL LINE iiiib 2 3 11 31/2.1 8 W N Z J J w � N 8 1/2 N DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIN JOB NUMBER: SHEET: M18JO140A AB -2 TEEL LINE 111/2 t2t 311_31/2_1_8 W N ' Z J w F- 81/2 E� N THE REGISTEREO PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACNRER AND DOES NOTSEIWE AS OR REPRESENT WE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. A Erueero an.P,wr MBMFI I 41'-9 I r O Q O 1_0 � � 19'-10 1/2 T 19'-10 112 � 1'-0 E RC2 EC4 0 0 O O N N O o m � � N W � W Ell v © © v Ell W � w N N O O m m © o EC1 RC2 EC3 4 CD 1'-0 19'-10 1/2 19'-10 1/2 1'-0 k41'-9 I PRIMARY FRAMING SHAKEOUT PLAN THE REGISTEIIEO PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFAC URER AND DOES NOT SERVE AS ORA PRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. Cargill Blair DRAWINGSTATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Weitz Industrial JOB NUMBER: SHEET: Arv....c . NO RELEASE / REVISION DWN: / CKD: ENGR DATE NO RELEASE ! REVISION DWN: / CKD: ENGR DATE M 18J 0140A E-01 MORN 0 FOR FINAL CONSTRUCTION SB/SB I KRF 03/30/2018 rn in THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE AND/OR GIRT STRUT MEMBERS. REFER TO THE ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS. 12 12 1 1 —� 1 20'-113/82 0!- 11 3/8 20'-2 118 20'-2 1/8 T-6 1'-6 3@5'-0 3@5'-0 N-5 318 4'-5 3/8 _i I 19'-101/2 -i- 19'-101/2 © © 0 20'-10 1/2I 20'-10 1/2 r'j' I 41'-9 I FRAME ID: F01 v1 3/27/2018 4:28:33 PM COLUMN & BEAM CROSS SECTION AT FL. 1 THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. 0 ZD UD Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 Weitz Industrial JOB NUMBER: SHEET: DATE NO RELEASE /REVISION OWN: / CKD: ENGR DATE M 18J 0140A E-02 03130!2018 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFACTURER AAD DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. kMERICAN BUILDINGS A MLJ CCR .. MBMR SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (4) 1/2 X 1 114 A325T 23'-7 112 8" X 1/4 N/A B (4) 1/2 X 1 1/4 A325T 25'-3 8" X 114 8" X 1/4 C (4) 1/2 X 1 1/4 A325T 23'-7 1/2 8" X 1/4 N/A rn in THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE AND/OR GIRT STRUT MEMBERS. REFER TO THE ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS. 12 12 1 1 —� 1 20'-113/82 0!- 11 3/8 20'-2 118 20'-2 1/8 T-6 1'-6 3@5'-0 3@5'-0 N-5 318 4'-5 3/8 _i I 19'-101/2 -i- 19'-101/2 © © 0 20'-10 1/2I 20'-10 1/2 r'j' I 41'-9 I FRAME ID: F01 v1 3/27/2018 4:28:33 PM COLUMN & BEAM CROSS SECTION AT FL. 1 THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. 0 ZD UD Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 Weitz Industrial JOB NUMBER: SHEET: DATE NO RELEASE /REVISION OWN: / CKD: ENGR DATE M 18J 0140A E-02 03130!2018 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFACTURER AAD DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. kMERICAN BUILDINGS A MLJ CCR .. MBMR FB -4 T N SPLICE BOLT TABLE MEMBER SIZE TABLE SPLICE ASSEMBLY NAME OUTSIDE FLANGE WEB THICK WEB LENGTH STARTING WEB DEPTH ENDING WEB DEPTH INSIDE FLANGE RC2 5" X 114 X 24'-7 10GA 22'-6 15/16 1'-0 V-11 5" X 1/4 X 9'-11 1/8 C (8) 314 X 2 314 A325T 7132 2'-2 1'-11 1'-11 5" X 318 X 12'-8 1/16 RR1 5" X 5/16 X 18'-2 1/2 3/16 18'4 7/16 1'-11 V-2 5" X 5/16 X 18'-3 7/16 NOTE: MEMBERS LIST FOR EACH ASSEMBLY ARE IN ORDER FROM LOWEST TO HIGHEST ELEVATION. FB -4 T N NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY. USE (1) Cl FB W/(6) #12 X 1 1/4 SDHH STRUCTURAL FASTENERS AT EACH FRAME BRACE LOCATION WHERE REQUIRED FOR LINER (SEE LP44AA & LP45AA) CLFB CLIPS PROVISED AT WALL FRAME BRACES ONLY DUE TO LINER CONDITION 12 12 1'-11 WB 1 — 1 1 20 201-113/8 18'-3 112 1813112 V-6 1'-6 3@5'-0 3@5'-0 4'-5 318 4'-5 3/8 Lmro n Fn�co n 8 1'-01/2 V-01/2 8 r2'-7 5/8 I 36'-5 314 2'-7 5/8� © 20'-10 1/2 I 20'-10 1/2 ) r (' 41'-9 r FRAME ID: F02 v1 3/21/2018 1:50:03 PM RIGID FRAME CROSS SECTION AT FL. 2 Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial INDI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE 11 SB DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS JOB NUMBER: SHEET M 18JO 140A I E-03 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS O EMPLOYED BYTHE MANUFAC URER AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. AMERICAN BUILDINGS A nucoA cttPury MBMIA SPLICE BOLT TABLE SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (8) 3/4 X 2 3/4 A325T 22'-7 5116 6"X 1/2 6" X 1/2 B (12) 3/4 X 2 3/4 A325T 24'-10 1/2 6" X 1/2 6"X 1/2 C (8) 314 X 2 314 A325T 22'-7 5/16 6" X 1/2 6" X 1/2 NOTE: (2) DENOTES FRAME BRACE BOTH SIDES AT INTERIOR FRAMES THESE LOCATIONS ONLY. USE (1) Cl FB W/(6) #12 X 1 1/4 SDHH STRUCTURAL FASTENERS AT EACH FRAME BRACE LOCATION WHERE REQUIRED FOR LINER (SEE LP44AA & LP45AA) CLFB CLIPS PROVISED AT WALL FRAME BRACES ONLY DUE TO LINER CONDITION 12 12 1'-11 WB 1 — 1 1 20 201-113/8 18'-3 112 1813112 V-6 1'-6 3@5'-0 3@5'-0 4'-5 318 4'-5 3/8 Lmro n Fn�co n 8 1'-01/2 V-01/2 8 r2'-7 5/8 I 36'-5 314 2'-7 5/8� © 20'-10 1/2 I 20'-10 1/2 ) r (' 41'-9 r FRAME ID: F02 v1 3/21/2018 1:50:03 PM RIGID FRAME CROSS SECTION AT FL. 2 Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial INDI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE 11 SB DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS JOB NUMBER: SHEET M 18JO 140A I E-03 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS O EMPLOYED BYTHE MANUFAC URER AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. AMERICAN BUILDINGS A nucoA cttPury MBMIA THIS FRAME MUST NOT BE ERECTED WITHOUT THE PIPE AND/OR GIRT STRUT MEMBERS. REFER TO THE SPLICE BOLT TABLE ENDWALL ELEVATION AT THIS FRAME LINE FOR ANY REQUIRED GIRTS. SPLICE BOLTS CLEAR TO F.F. PLATE SIZE PLATE SIZE A (4) 112 X 1 114 A325T 23'-7 1/2 8" X 1/4 N/A B (4) 1/2 X 1 1!4 A325T 25'-3 8" X 1/4 8" X 1/4 C (4) 1/2 X 1 1/4 A325T 23'-7 112 8" X 114 N/A 12 12 1 1 -� 1 20'-11318 20'-11 3/8 20'-2 118 20'-2 1/8 1'-6 1'-6 3@5'-0 3@5'-0 4'-5 318 4'-5 3/8 FBA FB -1 FB -1 FBA FB -1 FBA CL -12 CL -12 FB -1 FB -1 E (W12X14) \\ ER2 (W12X14) B rn \ C / A \ \ / in o \�Q /� S 9 io ♦ y / to ♦ / N N CD // \\ / \ R N t0 to W W / I W\ 19'-101/2 I 19'-101/2 20'-10 1/2 I 20'-10 1/2 r 41'-9 FRAME ID: F01 v1 3/27/2018 4:28:33 PM COLUMN & BEAM CROSS SECTION AT FL. 3 THE REGISTERED PROFESSIONAL ENGINEER WHOSESEAL APPEARS THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO ACCOMMODATE ANY FUTURE EXPANSION. ON THESE ORAWINGS IS EMPLOYED BY THEMANUFACTURER AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL DRAWING STATUS: NOT BE CONSIDERED AS SUCH. Cargill Blair FOR CONSTRUCTION 650 Industrial Park Drive Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS JOB NUMBER: SHEET: Anuccn cewurc NO RELEASE / REVISION OWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: Weitz Industrial ENGR DATE M 18J 0140A E-04 M B M R 0 FOR FINAL CONSTRUCTION SB/SB KRF 03/30/2018 NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE (2) 1/2 X 1 1/4 A325T BOLTS UNLESS NOTED. [A] AT NOTED LOCATIONS USE (2) 1/2 X 2 A325T / REVISION SB/SB A u CL -12 CL -12 THIS ROOF SYSTEM DESIGN USES ANTI -ROLL CLIPS INSTALLED AS SHOWN IN STANDARD DETAILS RF50/ AA (uphill) OR RF50/AAA (downhill) AND RF51/13A. LOCATIONS ARE INDICATED ON FRAME CROSS SECTION PAGES. CLIP MARK NUMBERS ARE CL -12, CL -13, OR CL -14. 41'-9 20'-10 1/2 20'-10 1/2 80Z13-2 (U.N.) 2'-6 - 2'-6 8OZ13-1 (U.N.) (4) REQUIRED LAP TYP U.N. (4) REQUIRED EAVE STRUT LINE (SEE S.W.) EAVE STRUT LINE (SEE S.W.) 80Z13-1 (U.N.) 2'-6 - 2'-6 80Z13-2 (U.N.) (4) REQUIRED LAP TYP U.N. (4) REQUIRED 11-0i T 19'-10 1/2 I 19'-10 1/2 ( 111-0 41'-9 PLANE ID: 1001, 1000 ROOF FRAMING PLAN Cargill Blair DRAWINGSTATUS: FOR CONSTRUCTION 650 Industrial Park Drive SOFTWARE VERSIONS BIt Blair, NE 68008 JOB NUMBER: SHEET: Weitz Industrial M18JO140A E-05 ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER ANDDOFSNOTSERVEAS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. A . . . . . a•.wnr MaMIA ERECTION NOTEM ALL ROOF PANEL SIDELAP TO PURLIN INTERSECTIONS REQUIRE PANEL CLIPS. 51/2 PANEL CUT m (5.6)TL1 (5.6)TRCZ (3)RCLS1 (0.4)FEB-10.2 ROOF SHEETING @ 1001: (EVGR) PLANE ID: 1001 41'-9 I I I I I I I 'v v r v v a v v v v v v v a v a v v v v v v v -r v a v v v v 1 t 1 1 1 I v u; 0 N 0 N 0 N 0 N Lo 0 N 0 N m 0 N 0 N tc 0 N co 0 N 0 N <n 0 N u? 0 N co 0 N T 0 N D; 0 N T 0 N T 0 N u; 0 N 9 0 N to 0 N co 0 N 9� 0 N 0 N ro 0 N w 0 N T(9 0 N 0 N T 0 N T 0 N T 0 N T 0 N v v 4 v v 4 v v d CD CD CD 0 0 0 0 0 d v v v 0 CD CD 0 0b CD 0 0 0 0 N N N N N N N N N N N N N N N N N N N N N N U1 N N (O N (O N t0 N N (O N f0 N [O N f0 N U1 t0 U (O U f0 U V7 U (O U (0 U (O U (O U (O U (O U (fl U (D U f0 U tD U UD U fD U UD U fD U UD U (D U (O U U (O U U U U V1 U U U U U U J I I I I I I I I J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 1 I I I I I I 51/, PANEL CUT 1 1 1 I 1 I I I v 'v v v v v v v v v v v v v v v v v v v v v v a v v v v v a � v' 1 I 1 1 I I I I v CD CD 0 CD CD 0 0 0 CD CD CD CD 0 0 0 0 0 0 0 CD CD 0 CD CD 0 0b CD 0 0 0 0 N. N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N. N V 4 C �' V' V V' V' V' V' V V' V' V V' V V V' '� V' V' V V C V V 4'g N (D U N UD U N (D U N U7 U N (O U N f0 U N OD U N (O U N t0 U N (D U N (O U N V1 U N (O U N UJ U N U7 U N (D U N (D U N U7 U N V7 U N (O U N (D U N (O U N t0 U N V) U N (D U N (O U N V1 U N f0 U N U7 U N O) U N (O U (O U 1 I I i I I I I I I 41'-9 f 1 PLANE ID: 1000 ROOF SHEETING @ 1000: (EVGR) FRONT ROOF SHEETING PLAN 51/2 PANEL CUT 51/2 PANEL CUT Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BII Weitz Industrial JOB NUMBER: SHEET: RELEASE / REVISION I OWN: / CKD: I ENGRI DATE NO RELEASE / REVISION I DWN: / CKD: I ENGRI DATE I M 18J 0140A IE -06 FINAL CONSTRUCTION I SB/SB I KRF 03/30/2018 INE REGISTERED PROFESSIONAL ENGINEER WHOSESEALAPPEAR.S ON THESE DRAWINGS 5 EMPLOYED BYTHE MANUFAMRER ANO DOES NOTSERVE AS OR REPRESENTTNE PROJECT ENGINEER OF RECORD AND 5NAL1- NOT BE CONSIDERED AS SUCH. AMERICAN BUILDINGS n nueora c.�ssun momR RELEASE/ FOR FINAL CONSTRI NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE BOLTS UNLESS NOTED. F` r r 11 1 1 -1 ERI ro (1)TRCU1-ABC 1.4)TRU1 0.058))FEB-10.2 iZ r �\ 80Z16-2 // 80Z16-3 1.25)GA-1 1GE1L �1;TCB1L 1 1)ERECLCL4)CL-21 �1 I ^ I (1)TRUECL -1 r` ` 80216-2 80216-3 4 9 `0 N 2N rj ti I ` 8OZ16-2 ` 80Z16-3 rn TRUECR 11 if) 1/2 rq M OH80-1 � M 3'-4 N rn N .N... 9) N m ry N N N N `✓ I E I wco co d J ED(O w ZD M M M o M d Elf w 2 i 1 m \ m aD / � RELEASE/ FOR FINAL CONSTRI NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE BOLTS UNLESS NOTED. F` r r 11 1 1 -1 ERI ER1 (1)TRCU1-ABC 1.4)TRU1 0.058))FEB-10.2 iZ r �\ 80Z16-2 // 80Z16-3 1.25)GA-1 1GE1L �1;TCB1L 1 1)ERECLCL4)CL-21 �1 I ^ I (1)TRUECL -1 ERECLCR (0.2)FEB-10.2 ` 80216-2 80216-3 4 L(4)CL-21 `0 N 2N rj ti I ` 8OZ16-2 ` 80Z16-3 rn TRUECR 11 if) 1/2 rq M OH80-1 Ln v (6 3'-4 N rn N .N... 9) N m ry N v N c N w N `✓ I E I wco co d J ED(O w r M M M o M d Elf w 2 d 1 m \ m aD / � 80C14-1 � , I , I 2'-0 - 2'-0 LAP TYP U.N. 1'-0! i 19'-101/2 ; 19'-101/2 1 O 41'-9 it r PLANE ID: 1002 ENDWALL FRAMING ELEVATION AT LINE 1 FRAMED OPENING TABLE MARK WIDTH HEIGHT SILL HEIGHT TYPE 1 3'-9 X-6 8" 2 3'-4 1 7'-2 REVISION THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING. ERECTION NOTEII ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE REQUIRED FASTENER LAYOUT DETAILS. LL MARK (1)TRCU1-ABC 1.4)TRU1 0.058))FEB-10.2 iZ r B-10.2 (1)))TRPBBI 1.25)GA-1 1GE1L �1;TCB1L 1 1)ERECLCL4)CL-21 �1 I ^ I (1)TRUECL -1 ERECLCR (0.2)FEB-10.2 1.25)RSA-1 (1.4)RSF1 ?� 4 L(4)CL-21 `0 N 2N (1)GE1R (1)TCB1R1 ti " v 4 rn TRUECR 11 if) 1/2 rq M N. Ln LL 41'-9 ' PLANE ID: 1002 SHEETING PACKAGE: SP1017(WMWH) ENDWALL SHEETING ELEVATION AT LINE 1 FRAMED OPENING TABLE MARK WIDTH n iZ r n r , DOiz: iz m I ^ I (1)FDH2-4.7 1 1/2 3'-9 N ?� 4 �' v `0 N 2N N " v 4 rn rm^ EN 11 if) 1/2 rq M N. Ln v (6 3'-4 N rn N .N... 9) N m ry N v N c N w N `✓ I E I co d J ED(O dco N M M M M m M d Elf w 2 d , I , I I 1 I --- —, I i I , a I I I I I , I I I I 0 (1.75)80C16 -240N (2.2)VFF7 (0.5)80C16 -240N (0.6)VFF7 ( r 20'-10 1/2 20'-10 1/2 U CO 41'-9 ' PLANE ID: 1002 SHEETING PACKAGE: SP1017(WMWH) ENDWALL SHEETING ELEVATION AT LINE 1 FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM Weitz Industrial (0.4)FSJ1 M18JO140A IE -07 (1)FDH2-4.7 1 3'-9 T-6 (1)FJ15-7.4 (4)FOCF80-4.6 (1)FDH24.7 (1 FOHF80-4.6 2 3'-4 7'-2 2)FJ15-7.4 (2)FOCF80-8.6 Cargill Blair 650 Industrial Park Drive DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS Bit Blair, NE 68008 JOB NUMBER: SHEET: Weitz Industrial M18JO140A IE -07 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACEURER A DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. AMERICAN BUILDINGS A-- uwury M6MF1 NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE BOLTS UNLESS NOTED. I ER2 ♦ ER2 80Z16-2 ♦♦ 80Z16-3 80Z16-2 / 80Z16-3 / i ♦ 80Z16-2 I ♦ / 8OZ16-3 ♦\ � W / ♦ W / 2'-0 - 2'-0 LAP TYP U.N. 1'-0 n 19'-10 1/2 I 19'-10 1/2 J11-0 I 41'-9 I PLANE ID: 1004 ENDWALL FRAMING ELEVATION AT LINE 3 THIS ENDWALL FRAME MUST NOT BE ERECTED WITHOUT THE CROSS BRACING. REFER TO THE FRAME CROSS SECTION AT THIS FRAME LINE FOR THE REQUIRED CROSS BRACING. ERECTION NOTEM ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE REQUIRED FASTENER LAYOUT DETAILS. (1)TRCU1-ABC (1)TRPBBI �1ERECLCL 1;ERECLCR (1.4)TRU1 (1.4)TRU1 (0.2)FEB-10.2 ((0.058))FEB-10.2 (1)GE1 L L0.058))FEB-10.2 (1.25)GA-1 �1 TCB1L .25) A- 4)CL-21 1;TRUECL €4)CL-21 �1.25)RSA-1 1.25)RSA-1 (1.4)RSF1 (1)GE1 R �1.4)RSF1 1 TCB1R (1 TRUECR T a. ............................ ............. ......... o .. .. .. ......... w0U i � m am ti n r r r r r 11/21h 9 c o o m N c? q 9 Tn N N N N .cV.J N N N ry ED ilk co m m rLo 0 (O N N N N N N N N N w co a nom. Q. M M M 7 O m M d d d th J J J J J J J J J J I J J J J I— CD — (2.25)80C16 -240N (2.8)VFF7 zo'-10 vz_ � 20'-10 uz _I ID: 1004 SHEETING PACKAGE: SP1018(WMWH) ENDWALL SHEETING ELEVATION AT LINE 3 NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE (1)1/2X1 1/4 A325T, (1) 112 X 2 3/16A449DE BOLTS UNLESS NOTED. f2'-6 I 10'-0 7'A 1/2 _1 I 19'-10 1/2 I 19'-10 1/2 I_ ,D QD SHORTENED MARKS SHOWN ACTUAL C1 80C16-2 C2 8OC16-7 Z1 80Z15-1 SPBM1 PLANE ID: 1003 SIDEWALL FRAMING ELEVATION AT LINE C RC2 (2)1/2X1 1/4 A325T BOLTS CL -4 RECTION NOTEM LL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE EQUIRED FASTENER LAYOUT DETAILS. CL -2 (TYP) FRAMED OPENING TABLE MARK WIDTH HEIGHT SILL HEIGHT TYPE 1 10'-0 14'-8 1 ROLL UP DOOR 2 V-9 1'-0 20'-6 7 1 8OZ14-2 1 O `I O O O I) (g 1/2 1 1/4 A325T —�CSCL-1 (FL 1/4"X6) (2)1/2 X 1 1/4 A325T --' BOLTS (2)1/2 X 1 1/4 A325T (2)1/2X1 1/4 A325T BOLTS BOLTS E1 SECTION E-09 GIRT CONNECTION RELEASE / REVISION I DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION L CONSTRUCTION I SB/SB I KRF 03/30/2018 (3)TFSE (3)TFEC1 (3)TGT1 (16)TCGC V - ESPR� 1E8OS5-1 ESPR TYPE 1E80S5-2 ESPR� ON THESE DRAWINGS 5 EMPLOYED ♦ ♦\\ BY THE MANUFACTURER )-9 Lryi _ C2 E1 1 C2 � ROLL UP DOOR U 2 U E-09 NOT BE CONSIDERED AS SUCH. DRAWING STATUS: (2)FOCF80-15.2 C2 ♦ SOZ14-2 C2 \ \ CSCL-1\♦ / // n nucLaFR ar�Ntr SPBM1 (C8X11.5) CL -4 io (1)FDH2-3.7 80C16-8 1'-9 ♦'PS / (1 FJ 15-7.4 CL -2 GEA16 ♦ s / 0 (TYP) (11 IL J (TYP) Z1 SOC16-8 \ / 80Z14-1 \ / \/ N CL -4 N (TYP) U) U) o Lo U U / ZoZI U U / \ ♦ N GEA16 N DO / \ N UD N Lo N to N m N w I N a M N l a 1 Lh N a Mm J CL -4 N a m J 80214-1 ♦\ N a M J N a m J (TYP) N a- m J / \ I I i I i 1❑ CL -4 / \ (TYP) / f2'-6 I 10'-0 7'A 1/2 _1 I 19'-10 1/2 I 19'-10 1/2 I_ ,D QD SHORTENED MARKS SHOWN ACTUAL C1 80C16-2 C2 8OC16-7 Z1 80Z15-1 SPBM1 PLANE ID: 1003 SIDEWALL FRAMING ELEVATION AT LINE C RC2 (2)1/2X1 1/4 A325T BOLTS CL -4 RECTION NOTEM LL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE EQUIRED FASTENER LAYOUT DETAILS. CL -2 (TYP) FRAMED OPENING TABLE MARK WIDTH HEIGHT SILL HEIGHT TYPE 1 10'-0 14'-8 1 ROLL UP DOOR 2 V-9 1'-0 20'-6 7 1 8OZ14-2 1 O `I O O O I) (g 1/2 1 1/4 A325T —�CSCL-1 (FL 1/4"X6) (2)1/2 X 1 1/4 A325T --' BOLTS (2)1/2 X 1 1/4 A325T (2)1/2X1 1/4 A325T BOLTS BOLTS E1 SECTION E-09 GIRT CONNECTION RELEASE / REVISION I DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION L CONSTRUCTION I SB/SB I KRF 03/30/2018 (3)TFSE (3)TFEC1 (3)TGT1 (16)TCGC V - MARK WIDTH HEIGHT TYPE TRIM ON THESE DRAWINGS 5 EMPLOYED (1)FDH2-10.7 BY THE MANUFACTURER 1 (1FOCF80-10.6 1 10'-0 � ROLL UP DOOR 2)FJ15-15.2 NOT BE CONSIDERED AS SUCH. DRAWING STATUS: (2)FOCF80-15.2 2 SOFTWARE VERSIONS BIM: V22.2 � I (0.2)FSJ1 SHEET: n nucLaFR ar�Ntr M18JO140A E-09 (1)FDH2-3.7 2 1'-9 1'-0 (1 FJ 15-7.4 L J I (3) OCF80-3.6 (11 IL J a J I I I ' I ' rni in U) U) U) in Lo in rn rn rn rn 2, ' to I N 1 co N N m N DO v m N m N UD N Lo N to N m N w I N a M N l a 1 Lh N a Mm J N a- J N a m J N a- n J N m m J N a M J N a m J N a- m J N a- m J N a l m I J I I i I i 1❑ I I I I I I I I t 1 1 i I I I I I I I I I I 0 (0.25)80C16-24ON (0.4)VFF7 (1.5)80C16 -240N (2)VFF7 I 41'-9 O O LI II SPBM1 II EC1 (C8X11.5)II II �i (4)1/2 X 1 1/4 A325T BOLTS i �(4)1/2X2A325T BOLTS i �I BRKA-1 II (W8X10) IL E2 SECTION E_09 SPANDREL CONNECTION Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial DWN: / CKD: ENGR DATE PLANE ID: 1003 SHEETING PACKAGE: SP1015(WMWH) SIDEWALL SHEETING ELEVATION AT LINE C DOWNSPOUT SCHEDULE QTY PART 2 FDS -14.4 5 FDE2 1 FDC2 MAX SPACING: 42'-0"0. 2 DROPS THIS WALL NOTE: QUANTITIES LISTED ARII PER DROP 3 FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM ON THESE DRAWINGS 5 EMPLOYED (1)FDH2-10.7 BY THE MANUFACTURER AND DOES NOTSERVE AS (1FOCF80-10.6 1 10'-0 14'-8 ROLL UP DOOR 2)FJ15-15.2 NOT BE CONSIDERED AS SUCH. DRAWING STATUS: (2)FOCF80-15.2 FOR CONSTRUCTION SOFTWARE VERSIONS BIM: V22.2 AMERICAN BUILDINGS (0.2)FSJ1 SHEET: n nucLaFR ar�Ntr M18JO140A E-09 (1)FDH2-3.7 2 1'-9 1'-0 (1 FJ 15-7.4 (3) OCF80-3.6 TME REGISTERED PROFESSIONAL ENGINEER WHOSESEALAPPEARS ON THESE DRAWINGS 5 EMPLOYED BY THE MANUFACTURER AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIM: V22.2 AMERICAN BUILDINGS JOB NUMBER: SHEET: n nucLaFR ar�Ntr M18JO140A E-09 MBMR NOTE: TYPICAL PURLIN/GIRT BOLTED CONNECTION TO FLANGE USE (1) 1/2 X 1 1/4 A325T, (1) 1/2 X 2 3/16 A449 DE BOLTS UNLESS NOTED. EESSPR� 1E80S5-1 ESPR 1E80S5-2 ESPR—� I 4 ° CL -2 — (TYP) M N 1'-0 19'-10 1/2 2'-0 - 2'-0 LAP TYP U.N. 41'-9 FRAMED OPENING TABLE MARK WIDTH HEIGHT SILL HEIGHT TYPE 1 T-6 T-6 8'-9 BY HE MANUFACTURER (0.4)FSJ1 AND DOES NOTSERW AS I I , I I 1 , I I ' I I (1)FDH2-4.7 , ' ' M (h M M (h DRAWING STATUS: FOR CONSTRUCTION (2 FOCF80-4.6 AMERICAN BUILDING'. 80Z16-4 ♦,80Z16-5 I , I � I 1 M18JO140A ,rn N En N ui N En N rn N m N In N rn ES rn In r(O to N rn N ♦ s ,(o to (6 U) (b (o to NN <o to N ED N (O N to N da I N N a N 0- N a l N— -'a N I a N a_ 8OZ16A 80Z16-5 ♦♦ tL 1- a- a a- a m I J J (� J i (o J i Jm cD J (n J ch J rL J (h J i cT j„J (h J m J J 1 ' . . 8OC16-9M r 80C16-9 m o � � ,L) \ o\, o ' DO DO ,� m 80Z16A 8OZ16-5 \ ♦ 80C16-9 80C16-9 / / 19'-10 1/2 2'-0 - 2'-0 LAP TYP U.N. 41'-9 FRAMED OPENING TABLE MARK WIDTH HEIGHT SILL HEIGHT TYPE 1 T-6 T-6 8'-9 BY HE MANUFACTURER PLANE ID: 1005 SIDEWALL FRAMING ELEVATION AT LINE A DWN: / CKD: I ENGRI DATE INOI RELEASE SB/SB I KRF 03/30/2018 CL -2 (n'P) TION NOTEM NALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO UiRED FASTENER LAYOUT DETAILS. DOWNSPOUT SCHEDULE QTY PART 2 FDS -14.4 5 FDE2 1 FDC2 MAX SPACING: 42'-0" O.C. 2 DROPS THIS WALL NOTE: QUANTITIES LISTED AR PER DROP Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial (3)TFSE (3)TFEC1 (3)TGT1 (16)TCGC (2.25)80C16 -240N (2.8)VFF7 41'-9 r' 0 CD PLANE ID: 1005 SHEETING PACKAGE: SP1016(WMWH) SIDEWALL SHEETING ELEVATION AT LINE A FRAMED OPENING TABLE ' , ' WIDTH HEIGHT TYPE TRIM BY HE MANUFACTURER (0.4)FSJ1 AND DOES NOTSERW AS I I , I I 1 , I I ' I I (1)FDH2-4.7 , ' ' M (h M M (h DRAWING STATUS: FOR CONSTRUCTION (2 FOCF80-4.6 AMERICAN BUILDING'. JOB NUMBER: SHEET: I , I � I 1 M18JO140A ,rn N En N ui N En N rn N m N In N rn ES rn In r(O to N rn N rn N ,(o to (6 U) (b (o to NN <o to N ED N (O N to N da I N N a N 0- N a l N— -'a N I a N a_ N a- a a tL 1- a- a a- a m I J J (� J i (o J i Jm cD J (n J ch J rL J (h J i cT j„J (h J m J J 1 ' . . I ' I I I ' I . 1 1 , ' ' 1 � I , I I ' I (2.25)80C16 -240N (2.8)VFF7 41'-9 r' 0 CD PLANE ID: 1005 SHEETING PACKAGE: SP1016(WMWH) SIDEWALL SHEETING ELEVATION AT LINE A FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM BY HE MANUFACTURER (0.4)FSJ1 AND DOES NOTSERW AS OR REPRESENTTHE PROTECT (1)FDH2-4.7 1 T-6 2'-6 1)FJ15-7.4 (2 CF DRAWING STATUS: FOR CONSTRUCTION (2 FOCF80-4.6 I ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY HE MANUFACTURER AND DOES NOTSERW AS OR REPRESENTTHE PROTECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDING'. JOB NUMBER: SHEET: AN -0— M18JO140A E-10 M A I ERECTION NOTEM ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE REQUIRED FASTENER LAYOUT DETAILS. 00 (2)PF95-10.8 (1.25)GA-1 (2)PF95-10.8 (1.25)Gq_1 N N Q u- 20'-10 1/2 41'-9 20'-10 1/2 PLANE ID: 1002 SHEETING PACKAGE: SP1022(REGW) LINER SHEETING ELEVATION AT LINE 1 FRAMED OPENING TABLE Op 0\D a m a a a0 M m M OO N) 2' M W th 1 T-4 a\D (2)FJ15B-7.4 N 2 T-9 T-6 N o) u) 11/2 < N v) p Lo If)C14 Zo to 2. io in U) C? Ln N N N N N 9) CP— `� N N N N, LL � fOP N LD N N LO N OJ m ao tD (O N NN C-4 LO Cq d M cn La+1 Q Q Q Q Q a M M M M I a a a a a a a a I I � I I 1 -- I I .ol � I I i 20'-10 1/2 41'-9 20'-10 1/2 PLANE ID: 1002 SHEETING PACKAGE: SP1022(REGW) LINER SHEETING ELEVATION AT LINE 1 FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM 0.4)LCF2 1 T-4 7'-2 (2)FJ15B-7.4 (0.8)LCF2 2 T-9 T-6 (1)FJ15B-7.4 DWN: / CKD: SB/SB DO iz W o m N cq (2)PF95-10.8 (1.25)GA-1 (2)PF95-10.8 (1.25)GA-1 - " --- _ _ - - --- - _ _ -- - --- --- -_ _ --- n ZF ig� ro q i m iiF jiF _ N L0 N uT a0 m Lo N o tD N DO r (O <O 7N to N In vN N N N N N Ln m N N N N N r D] rn T cD "r N N N N q u) q co (C) m (D T 7 q Ln Qo OC, 04 C14 N N N C1j w w a a a a a a a a a a c) IL a a 20'-10 1 20'-10 1/2 41'-9 PLANE ID: 1004 SHEETING PACKAGE: SP1020(REGW) LINER SHEETING ELEVATION AT LINE 3 Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 JOB NUMBER: SHEET: Weitz Industrial RELEASE / REVISION I DWN: / CKD: I ENGRI DATE I M 18JO 140A E-11 THE REGISTERED PROFESSIONAL ENGINEER WHOSESEALAPPEAPS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOFSNOTSERVE/ OR REPRESENT THE PRO)ECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDEREDAS SUCH. AMERICAN BUILDINGS A nucorR an4AY MBMFI RELEASE L CONSTF ERECTION NOTEM ALL WALL PANELS MUST BE FASTENED TO ALL GIRTS (PARTIAL BAY OR FULL BAY) ACCORDING TO THE REQUIRED FASTENER LAYOUT DETAILS. (2.25)GA-1 (2.8)LCF2 ' , , MARK WIDTH HEIGHT TYPE TRIM N N N N N 1 1'-9 I I NN (1)FJ 15B-7.4 N N N N (1.25)TFS3-10.0 2 10'-0 14'-8 1U m LV? N m N N I I I I , rn N rn in rn rn rn rn N N IL Q < N a- Q rn I 1 ' N N N N, N N N, N N N N N I m N N N N N N N N N N N I N N rn ' m in rn in m in rn Ln in N a rn I r1 in I m N a m N a Lo N a (6 N 0- ui N a w N a m N a m N a m N a M vi N a m m M a m i N a l m m I N a m I m a m a m a m a m a m a m a m a a a l al a l , ' , ' , , , ol I I i I I i I I I I I I I I I I I ' 41'-9 _ r. CD 0 PLANE ID: 1003 SHEETING PACKAGE: SP1019(REGW) LINER SHEETING ELEVATION AT LINE C FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM N N N N (0.4)LCF2 1 1'-9 1'-0 NN (1)FJ 15B-7.4 N N N N (1.25)TFS3-10.0 2 10'-0 14'-8 ROLL UP DOOR (2)FJ15B-15.2 (2)GA-1 Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial VN: / CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: TENGRI DATE SB/SB I KRF 03/30/2018 (2.25)GA-1 (2.8)LCF2 T. M N ' , , ' N N N N N N N N N N N N N 1 1 1 , I I ' I I N I NN N N N N N N N N N N N N I to rn N rn in rn rn rn rn N N rn rn to I ' N N N N N, N N N, N N N N N N m fn m co co m ro m m N N N N a N a N a N N N N N N N a N N m M a m M a M m a co a M a M a m M a M m a M m a M m a m M a co a M m a m m a I , ' , ' , , , ol o . I I ' I I I I I t I I , I I r_ylI:I PLANE ID: 1005 SHEETING PACKAGE: SP1 021(REGW) LINER SHEETING ELEVATION AT LINE DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIP JOB NUMBER: SHEET: M18JO140A E-12 FRAMED OPENING TABLE MARK WIDTH HEIGHT TYPE TRIM 1 T-6 2'-6 (0.8)LCF2 (1)FJ15B-7.4 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFAC ERER AND DOES NOT SERVE AS OR REPRESENTTHE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. kMERICAN BUILDING'. A i'IUCoq ttWPAW MBMFI MARK # BA -20 LENGTH —> (20'2) DESC. BASE TRIM STANDARD FLASHING PROFILES NOTE: DRAWINGS NOT TO SCALE, DRAWINGS TO REPRESENT PROFILE ONLY I I � 'i I Ll� J L __1 L E L U FC 1 V--- FCI FCIA2 FCP 1 FCR FCRA2 FDH2-- FDH4-10.2 FFC FFW FJ 15-- FJ 15B -- (VARIES) (15'2) (15'2) (15'2) (15'2) (TCAV SIM.)(15'2) (VARIES) (10'2) (15'2) (15'2) (VARIES) (VARIES) C FLASHING L3P IN. CORNER A31P IN. CORNER PANEL CAP L3P CORNER A3P/AVP CORNER DOOR HEADER/SPACER SHADOW PANEL TRIM L3P J TRIM A31P J TRIM FL2A_ FL22A--10.2 FL2V_ FL3A_ FL3V— FL6 (15'2) (10'2) (15'2) (15'2) (15'2) (15'2) SOFFIT TRIM SOFFIT SUPP. FOCF--- & FOHF--- THSRW— FSF— FSJ1 LARF1 MEC2 PED— (VARIES) (15'2) (15'2) (15'2) (15'2) (15'2) (15'2) F.O. COVER TRIM ROOF TO WALL OH EAVE SILL/JAMB AUX. RAKE DELUX EAVE TFSET JJJ TFEC— (115 2) (15'2) TARF1 (15,2) TFSE TGT1 EXPANSION TRIM (15'2) EAVE CLOSURE (15'2) (15'2) EAVE SUPPORT STANDARD r, GUTTER FL7 FL8 FL13 FL17 FL18 (15'2) (15'2) (15'2) (15'2) (15'2) LINER TRIM PF95-- TRCP— (VARIES) (15'2) PARTITION RIDGE FLASHING TRIM I v THC— THL— (15'2) (15'2) HIGHSIDE HIGHSIDE EAVE EAVE 1—j— TVG 1--10.2 (10'2) PARAPET GUTTER FPEC 1-10.2 (10'2) PANEL END COVER �--1 RJF1 RLF_ RSF1 (15'2) (15'2) (15'2) RIDGE SUPPORT RIDGE LINER TRIM RAKE SUPPORT THE (15'2) HIGHSIDE EAVE TVG2--10.2 (10'2) VALLEY GUTTER [- TICAV TL1 (15'2) (15'2) AVP IN. CORNER RIDGE CLOSURE COVER TRIM VFF11 1 (15'2) VFF7 PARAPET/FACADE (15'2) FLASHING DRIP FLASHING STANDARD SCREWS & BOLTS STANDARD CLIPS 0000000 0000000 CD 0 0 00 00 CD' 0° ° 0 0 o 00 00 CL -3 CPB -1 (5 X 10 GA X 6 3/8) 1/8 RIVET SRV -1 #IOX1 SDPH /10X1 STPH #10X1 1/2 STHHW #12X1 1/4 SDHH 1/2 X2 3/16 DE 1/2 X1 1/4 BHB (5 3/4 X 10 GA X 5) CL -2 (JAMB/FO CLP - COLD FORMED) (WOODMATE) (SAG CONNECTION�6 1/4 X 10 GA X 10 1/4) (CORNER CLIP) O fm OOOo 0 00 OOOo 0 ° T T L OOOo 0 #12X1 1/4 SDRF #12X1 1/2 SDHHT5 1103/4 SDHH #14X3/4 SDRF #12X1 SDYC NUTBLK FAS 10-4 5/16 DRILL BOLT CL-4CLFB ($ 3/4 X 10 GA X 5) CL -15 #12X1 1/4 SDHHT4(SIM.) #101 SDRF(SIM) (FAB-LOK) (S(5 CONNECx 0 G X INSET/FLUSH) (FB WITH LINER) (4 ,X110 tGA X 7 7 8) FIXED EAVE & FIXED RAKE 1� r FR 1(ESCO� ( 15' 2) FIXED RAKE FIXED EAVE COLD FORMED ANGLES 20'2" LENGTH _= I 1 6j r RSA -1 N L GA -1 nr LL N k -a GA -2 GA -5 416 7e GA -3 GA -6 co 00 215 1_ 2.�b�-. GA -4 GAI-77 ND -TE: DUE TO MATERIALIZATION USAGE FLASHING LENGTHS MAY BE SUBSTITUTED WITH LONGER LENGTHS THAN WHAT IS CALLED OUT ON THE BILL OF LADING. NOTE: GALVANIZED PIECES SUCH AS TFSE/RJF-1/TRCZ MAY BE PLACED UNDERNEATH THE PLASTIC ON THE BOTTOM SIDE OF THE FLASHING CRATE. THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFACTURER ANO DOES NOT SERVEAS OR REPRESENETHE PROJECT ENGINEER Of RECORD AND SHALL NOT BE CONSIDERED AS SUCH. Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Weitz Industrial JOB NUMBER: SHEET: AIYUCORcw.Purr DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION OWN: / CKD: I EN GR DATE M 18JO 140A S ED -000 MMM R SB/S13 1 103/3012018 -J--\ L J TR1 & TRU1 TR1C TRIS TRCZ TRW TTEC TTES (15'2) (15'2) (15'2) (15'2) (15'2) (15'2) (15'2) RAKE TRIM CUSTOM RAKE TRIM RIDGE CLOSURE Z ROOF TO WALL EXPANSION TRIM 1—j— TVG 1--10.2 (10'2) PARAPET GUTTER FPEC 1-10.2 (10'2) PANEL END COVER �--1 RJF1 RLF_ RSF1 (15'2) (15'2) (15'2) RIDGE SUPPORT RIDGE LINER TRIM RAKE SUPPORT THE (15'2) HIGHSIDE EAVE TVG2--10.2 (10'2) VALLEY GUTTER [- TICAV TL1 (15'2) (15'2) AVP IN. CORNER RIDGE CLOSURE COVER TRIM VFF11 1 (15'2) VFF7 PARAPET/FACADE (15'2) FLASHING DRIP FLASHING STANDARD SCREWS & BOLTS STANDARD CLIPS 0000000 0000000 CD 0 0 00 00 CD' 0° ° 0 0 o 00 00 CL -3 CPB -1 (5 X 10 GA X 6 3/8) 1/8 RIVET SRV -1 #IOX1 SDPH /10X1 STPH #10X1 1/2 STHHW #12X1 1/4 SDHH 1/2 X2 3/16 DE 1/2 X1 1/4 BHB (5 3/4 X 10 GA X 5) CL -2 (JAMB/FO CLP - COLD FORMED) (WOODMATE) (SAG CONNECTION�6 1/4 X 10 GA X 10 1/4) (CORNER CLIP) O fm OOOo 0 00 OOOo 0 ° T T L OOOo 0 #12X1 1/4 SDRF #12X1 1/2 SDHHT5 1103/4 SDHH #14X3/4 SDRF #12X1 SDYC NUTBLK FAS 10-4 5/16 DRILL BOLT CL-4CLFB ($ 3/4 X 10 GA X 5) CL -15 #12X1 1/4 SDHHT4(SIM.) #101 SDRF(SIM) (FAB-LOK) (S(5 CONNECx 0 G X INSET/FLUSH) (FB WITH LINER) (4 ,X110 tGA X 7 7 8) FIXED EAVE & FIXED RAKE 1� r FR 1(ESCO� ( 15' 2) FIXED RAKE FIXED EAVE COLD FORMED ANGLES 20'2" LENGTH _= I 1 6j r RSA -1 N L GA -1 nr LL N k -a GA -2 GA -5 416 7e GA -3 GA -6 co 00 215 1_ 2.�b�-. GA -4 GAI-77 ND -TE: DUE TO MATERIALIZATION USAGE FLASHING LENGTHS MAY BE SUBSTITUTED WITH LONGER LENGTHS THAN WHAT IS CALLED OUT ON THE BILL OF LADING. NOTE: GALVANIZED PIECES SUCH AS TFSE/RJF-1/TRCZ MAY BE PLACED UNDERNEATH THE PLASTIC ON THE BOTTOM SIDE OF THE FLASHING CRATE. THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFACTURER ANO DOES NOT SERVEAS OR REPRESENETHE PROJECT ENGINEER Of RECORD AND SHALL NOT BE CONSIDERED AS SUCH. Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Weitz Industrial JOB NUMBER: SHEET: AIYUCORcw.Purr DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION OWN: / CKD: I EN GR DATE M 18JO 140A S ED -000 MMM R SB/S13 1 103/3012018 SQUARE SQUARE RIGID FRAME 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 ATRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL - BE SURE TO READ THE GENERAL ERECTION GUIDE PRIOR TO COMMENCING ERECTION. SAFETY NOTES THE METAL BUILDING SUPPLIER 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 ENSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY TELEPHONE NUMBERS, LOCATIONS OF FIRST AID STATIONS AND EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES, THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL AND SAFETY NETS WHERE POSSIBLE ARE RECOMMENDED ERECTION PRACTICES. THE METAL BUILDING SUPPLIER INTENDS THAT THESE DRAWINGS BE INTERPRETED AND ADMINISTERED WITH SOUND JUDGMENT CONSISTENT WITH GOOD SAFETY PRACTICES - ALL SAFETY PRECAUTIONS, OSHA SAFETY REQUIREMENTS, OR ANY OTHER APPROPRIATE SAFETY REQUIREMENTS, CUSTOMARY OR STATUTORY, MUST BE ADHERED TO, TO ENSURE MAXIMUM WORKER SAFETY. IF OIL OR OTHER SLIPPERY SUBSTANCES ARE SPILLED ON THE ROOF/DECK PANELS, WIPE THEM OFF IMMEDIATELY TO PREVENT SLIPPING OR FALLING. YOU SHOULD MAINTAIN A FIRM, SAFE POSITION WHEN USING ANY TOOL. YOU SHOULD MAINTAIN A CONSTANT AWARENESS OF YOUR LOCATION IN RELATION TO THE ROOF EDGE WHEN USING TOOLS AND MACHINES OR PERFORMING ANY OTHER FUNCTION ON THE ROOF AREA- DO REA DO NOT UNDER ANY CIRCUMSTANCES STEP OR WALK ON THE SURFACE OF ANY FIBERGLASS SKYLIGHT. IF FOOT TRAFFIC IS NECESSARY OVER SKYLIGHT, USE WALK BOARDS THAT ARE PROPERLY SUPPORTED BY THE BUILDING PURLINS. O 0 0 NUT O 0 NUT BOLT DIMENSION W DIAMETER 112' 7/8' 314' 1 1/4' 7/8' 17116" 1' 15/8' 1 1/4' 2' W 0nA HEAD 0nA HEAD BUILDING ALIGNMENT GE01 I SAFETY COMMITMENT GE70 I ASTM A3251A325T BOLT IDENTIFICATION MF01 AA AA AA BOLTED JOINTS BOLTED JOINTS SHALL BE CONNECTED AND INSPECTED IN ACCORDANCE WITH THE -SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DECEMBER 31, 2009. APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS COMMITTEE. SNUG -TIGHT JOINTS UNLESS NOTED OTHERWISE ON THE METAL BUILDING SUPPLIERS ERECTION DRAWINGS, ALL A325 BOLTS ARE USED IN CONNECTIONS DEFINED AS SNUG -TIGHT JOINTS (ST). FOR INSTALLATION IN SNUG -TIGHT JOINTS, ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT BOLT INSERTION WITHOUT UNDUE DAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH NUTS THREADED TO COMPLETE THE ASSEMBLY BEFORE COMPACTING THE JOINT TO THE SNUG -TIGHT POSITION, PROGESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. SNUG TIGHT IS THE CONDITION THAT EXISTS WHEN ALL HAVE BEEN PULLED IMO FIRM CONTACT BY THE BOLTS IN THE JOINT AND ALL BOLTS IN THE JOINT HAVE BEEN TIGHTENED SUFFICIENTLY TO PREVENT THE REMOVAL OF THE NUTS WITHOUT THE USE OF A WRENCH. MORE THAN ONE CYCLE THROUGH THE BOLT PATTERN MAY BE REQUIRED. PRETENSIONED AND SLIP -CRITICAL JOINTS CONNECTIONS WHICH ARE DEFINED AS PRETENSIONED (PT) OR SLIP -CRITICAL (SC) JOINTS WILL BE AS NOTED ON THE ERECTION DRAWINGS BY THE METAL BUILDING MANUFACTURER OR BY THE ENGINEER OF RECORD. ALL CONNECTIONS WITH A490 BOLTS ARE EITHER PRETENSIONED (PT) OR SLIP -CRITICAL (SC) JOINTS. PRETENSIONED JOINTS ARE TYPICALLY REQUIRED WHEN THE JOINT IS SUBJECT TO SIGNIFICANT LOAD REVERSAL, THE JOINT IS SUBJECT TO FATIGUE LOAD WITH NO LOAD REVERSAL, THE BOLTS ARE SUBJECT TO TENSILE FATIGUE, THE BUILDING SUPPORTS A CRANE OF OVER 5 -TON CAPACITY, OR THE CONNECTION IS PART OF THE SEISMIC LOAD RESISTING SYSTEM AND RISC SEISMIC PROVISIONS (AISC 341) ARE APPLICABLE. THE SEISMIC PROVISIONS ARE APPLICABLE WHEN THE SEISMIC RESPONSE MODIFICATION COEFFICIENT, R, IS TAKEN GREATER THAN 3. LOADINGS FROM WIND OR SNOW ARE NOT CONSIDERED SIGNIFICANT LOAD REVERSAL OR FATIGUE LOADINGS. SLIP CRITICAL JOINTS ARE REQUIRED WHEN SLIP IS DETERMINED TO BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. INSTALLATION METHODS PERMITTED FOR PRETENSIONED JOINTS INCLUDE TURN -OF -NUT PRETENSIONING, CALIBRATED WRENCH PRETENSIONING, TWIST -OFF -TYPE TENSION CONTROL BOLT PRETENSIONING, AND DIRECT -TENSION -INDICATOR PRETENSIONING. HOT DIP GALVANIZED CONNECTIONS MAY REQUIRE RE-PRETENSIONING AFTER 5 DAYS OF SETTLING. TURN -OF -NUT PRETENSIONING FIRSTTIGHTEN ALL BOLTS IN ACCORDANCE WITH THE ABOVE SNUG -TIGHT PROCEDURE. THEN ROTATE THE NUT OR HEAD BY THE AMOUNT SPECIFIED IN THE BOLT PRETENSION SCHEDULE, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID PART OF THE JOINT. THE PART NOT TURNED BY THE WRENCH SHALL BE PREVENTED FROM ROTATING DURING THIS OPERATION. IF THE NUT IS TURNED IN THE LOOSENING POSITION THE BOLT MUST BE REMOVED AND REPLACED. PRETENSION VALUES EQUAL TO OR GREATER THAN THE MINIMUM VALUES LISTED IN THE BOLT PRETENSION SCHEDULE ARE REQUIRED. INSPECTION REQUIREMENTS PRIOR TO START OF WORK VERIFYALL FASTENER COMPONENTS CONFORM TO REQUIREMENTS. INSPECTION REQUIREMENTS FOR SNUG-TIGFIT JOINTS: VERIFY THAT THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTERASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT THE PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT, THAT WASHERS, IF REQUIRED, HAVE BEEN USED, AND THAT ALL BOLTS IN THE JOINT HAVE BEEN TIGHTENED SUFFICIENTLY TO PREVENT THE TURNING OF THE NUTS WITHOUTTHE USE OF A WRENCH. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. INSPECTION REQUIREMENTS FOR TURN -OF -NUT PRETENSIONING, : FOR TURN -OF -NUT PRETENSIONING, IN ADDITION TO THE INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS, THE INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED IN THE SCHEDULE. ALTERNATIVELY, WHEN THE FASTENERS ARE MATCH -MARKED AFTER INITIAL FIT -UP (SNUG -TIGHT CONDITION), VISUAL INSPECTION IS PERMITTED. THE SIDE OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION NOTES MF91 1/2'0, 3/4'0, 7/8'0, 1'0 & 1 114'0 STRUCTURAL BOLTS (A325) AA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial NO RELEASE / REVISION DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: EN RI DATE 0 FOR FINAL CONSTRUCTION SB 1 SB 03/3012018 DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 JOB NUMBER: SHEET: M18JO140A ISED-001 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY HE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT HE CONSIDERED AS SUCH. -�-_t A nu�oPa ursury MBMR ASTM MINIMUM BOLT PRETENSION SCHEDULE NOMINAL BOLT SPECIFIED MINIMUM BOLT NUT OR HEAD ROTATION FROM DIAMETER, PRETENSION, � , KIPS SNUG -TIGHT CONDITION d. ASTM A325 ASTM A490 Lb b4d 4db< Lb < b d AND F1852 AND F2280 112' 13 KIPS 16 KIPS 3/4' 29 KIPS 37 KIPS 7/8' 41 KIPS 51 KIPS 1/3 TURN 112TURN 1' 54 KIPS 67 KIPS 1 1/4' 75 KIPS 107 KIPS (Lb= LENGTH OF BOLT) INSPECTION REQUIREMENTS PRIOR TO START OF WORK VERIFYALL FASTENER COMPONENTS CONFORM TO REQUIREMENTS. INSPECTION REQUIREMENTS FOR SNUG-TIGFIT JOINTS: VERIFY THAT THE PROPER FASTENER COMPONENTS WERE USED AND THAT THE CONNECTED ELEMENTS WERE FABRICATED PROPERLY. AFTERASSEMBLY, IT SHALL BE VISUALLY ENSURED THAT THE PLIES ARE SOLIDLY SEATED AGAINST EACH OTHER, BUT NOT NECESSARILY IN CONTINUOUS CONTACT, THAT WASHERS, IF REQUIRED, HAVE BEEN USED, AND THAT ALL BOLTS IN THE JOINT HAVE BEEN TIGHTENED SUFFICIENTLY TO PREVENT THE TURNING OF THE NUTS WITHOUTTHE USE OF A WRENCH. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. INSPECTION REQUIREMENTS FOR TURN -OF -NUT PRETENSIONING, : FOR TURN -OF -NUT PRETENSIONING, IN ADDITION TO THE INSPECTION REQUIREMENTS FOR SNUG -TIGHT JOINTS, THE INSPECTOR SHALL OBSERVE THE PRE -INSTALLATION VERIFICATION TESTING AND MONITOR THE WORK IN PROGRESS TO ENSURE THAT THE BOLTING CREW PROPERLY ROTATES THE TURNED ELEMENT BY THE AMOUNT SPECIFIED IN THE SCHEDULE. ALTERNATIVELY, WHEN THE FASTENERS ARE MATCH -MARKED AFTER INITIAL FIT -UP (SNUG -TIGHT CONDITION), VISUAL INSPECTION IS PERMITTED. THE SIDE OF NUTS AND BOLTS THAT HAVE BEEN IMPACTED SUFFICIENTLY TO INDUCE THE MINIMUM PRETENSION LOADS WILL APPEAR SLIGHTLY PEENED. NO FURTHER EVIDENCE OF CONFORMITY IS REQUIRED. BOLT INSTALLATION & INSPECTION NOTES MF91 1/2'0, 3/4'0, 7/8'0, 1'0 & 1 114'0 STRUCTURAL BOLTS (A325) AA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial NO RELEASE / REVISION DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: EN RI DATE 0 FOR FINAL CONSTRUCTION SB 1 SB 03/3012018 DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 JOB NUMBER: SHEET: M18JO140A ISED-001 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY HE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT HE CONSIDERED AS SUCH. -�-_t A nu�oPa ursury MBMR NOTE: LOW SIDE SHOWN, HIGH SIDE SIMILAR SAFETY PRECAUTION: sAFErY rnEUUiION STAY CLEAR OF ANY MOVING LOAD, woRxms sHoulo Bs rRwNEo SAFETY PRECAUTION: rHE coRREcrANo sAFEDPERAT MAKE ALL BEFORE PROP Y EACH WORKER SHOULD BE TRAIN D of La=rwG EDuer.�HT BRACED Oft GUYED BEFORE LIFTING LN S 70 USE THESAFESTANDMOST 3/4 A325T/ A ARE REMOVED. PRODUCTIVE ERECTION TECHNIC ES. RIGID FRAME RAFTER 3/4 HVHX NUT 12 QTY. BY DESIGN RISE AT RIDGE -r EAVE STRUT BRACKj� RAFTER 4' ESBL--- ENDWALL RAFTER -T (SHOP WELDED) 1112' 11/2° 1 1/4 1 1f4' RIGID FRAME COLUMN—,"",, (4) 1/2X1 114 A32 (4) 1/2° A325T/ 112 HVHX NUT 112 HVHX NUT ENDWALL RAFT (SEEC BOLTS SECTION ENDWALL (SEE CROSS SECTION FOR RIDGE COLUMN SIZE AND QUANTITY) ROTATED ENDWALL CORNER COLUMN Eiiil A SECTION A -A ROTATED CORNER COLUMN CONNECTION TO RAFTER (BYPASS GIRT )EF21R ENDWALL RAFTER SPLICE DETAIL EF22 RIDGE COLUMN CONNECTION TO RAFTER EF26 VERTICAL HAUNCH CONNECTION AT BLDG. EAVE MF12 BEAM & COLUMN ENDWALL WITH RAFTER EXTENDED ABOVE COLUMN I AA RAFTER TO RAFTER CONNECTION AA I I AA I RIGID FRAME AA SAFETY PRECAUTION: (SEE CROSS SECTION FOR WORKERPERSONAL PROTECTION EQUIP EM SHOULD ALWAYS MEET OSHA STANDARD . SIZE AND QUANTITY) IIRIDGE RAFTER CONNECTION DETAIL _ MF22 RIGID FRAME RAFTER AA RELEASE FINAL CONSTF VN: / CKD: I ENGRI DATE NO RELEASE / REVISION DWN: ! SB/SB 1 103/3012018 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PRO/ECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair FOR CONSTRUCTION 650 Industrial Park Drive SOFTWARE VERSIONS BIM: v22.2 Blair, NE 68008 AMERICAN BUILDING'. JOB NUMBER: SHEET: A ruooA wsvAti, Weitz Industrial M18JO140A SED -002 Me -MR PURLINS SAFETY PRECALNIDN Doerrauow aLocKwc TO REA 2X6 1/2X1114 A325T/ PURLIN RAFTER/COLUM SECONDAR DOUBLE ENDED BOLT 1/2'A325T BOLT 112°A325TBOLT REQUIREDFOR FLANGE MEMBER t!2'X 23/16' A449(NUTS INCLU ED)REQUIRED FOR REQIJIRFD AT GISTS LAPPED MEMBERS NON LAPPED MEM BE FA Gaw ora THosEBENEATH THE aaoF. woRxens sHoutD WEAR 2" 12HVHX NUT THICKNESS GAUGE OPTIONAL ATP RUNS (REQUIRES I/2HVHXN ("EQUIRES I12HVHXN T) WOOD BLOCKING OGHAAPPRpVED HARD HATS L < 318' 11-16 1/2X2 3116 A449 DE 12X1 114 A325T 112X1 114 A325T 7=w 16 1/2X2 3/16 A449 DE 1/2X1 114 A325T 1/2X11/4 8325T 15 112X2 3/16 A449 DE 1/2X1 1/4 A325T 1/2X1 114 A325T RIGID 2' NOTCH FRAME 2' NOTCH PURLIN SPACING I FOR ANTI -ROLL CLIP WEB REINFORCEMENT CLIP 11/4 X11/4' i 3' o 21/2° 14 1/2X2 3/16 A449 DE 12X1 114 A325T 1/2X1 1/4 A325T 318' 13 1/2X23116 A449 DE 1/2X11/4 A325T !/2X1114 A325T 12 1/2X23116 A449 DE 1/2X2 A325T 1/2X11/4 A325T 11 12X2 3116 A449 DE 112X2 A325T 1/2X1 114 A325T is 1/2X2 3116 A449 DE 112X2 A325T 112X1 114 A325T 15 1/2X2 3/16 A449 DE 1/2X2 A325T 1!2X2 A325T 14 1/2X23/16 A449 DE 112XZ A325T 1/2X2 A325T 1/2' 13 1!2X2316 A449 DE 1/2X2 A325T 12X2 A325T 12 1/2X2 3/16 A449 DE 1/2X2 A325T 1 112X2 A325T (2)112X11/4 A325T/ RAFTER FLANGE t/2 HVHX NUT OR AS AN OPTION THICKNESS GREATER THE FOLLOWING FLANGE THICKNESS CONNECTIONS REQUIRE THE USE OF SHOP WELDED CLIPS. (SEE CONNECTION DET ILS.) PURLIN SPACING +2" RAFTER—,",,(1)112X1 114 A325T/ 12 HVHX NUTH-M 112° WITH AND (1)12X2 3/16 A449 DE - I TFY JHOP WELDED CLIPS BUTTON HEAD BOLTSEE 1/2°A325T BOLT SAFETY PRECAUTION DETAIL RF54AAA MAY VARY RAFTER/COLUM SECONDAR AT WALL ZEE GIRTS ONLY REQUIRED FOR Straight pudins are a necessity. Zee sections have a natural tendency to roll out of plane PUT WORKER SAFETY FIRST. SEE BS01AA FLANGE MEMBER 1/2' BUTTON HFA D BOLT (NUT INCLUDE /LAPPED AND NON LAPPED MEM RS and deflect horizontally. This must be corrected by forcing the purlins Into proper plane THICKNESS GAUGE FIRST GIRTTO SHOP WELDED CLIP (REQUIRES 1/2 HVHX NUT) and spacing. Wood blocking Is recommended as one method to accomplish this. Typical construction of wood blocking is shown above. A 2 X6 minimum board size should be (UP THROUGH IST GIRT AND SHOP WELDEO IP) Pumn Blocking Before installing the roof panels and insulation, be certain that the purlins are straight and at 90° to the slope of the roof. Use woad blocking to assist with pudin alignment if adjustment is needed. Start with one row of temporary blocking in the center of the bay. Use additional rows of blocking if needed to maintain straight pudlns. As sheeting progresses to within one panel used. Refer to the -section framing drawings that accompanied the building to determine the pudin size and spacing. Measure the pur in flange and cut notch In board accordingly. 1/2° 11 112 X 1 114 A307 BHB 112 X 1 1/4 A325 16 112 X 1 114 A307 BUB 112 X 1 1/4 A325 15 1/2 X 1 114 A307 BHB 12 X 1 114 A325 14 112 X 1 114 A307 BHB 112 X 1 114 A325 > 1/2' 13 112 X 1 114 A307 BHB 1/2 X 1 114 A325 12 1!2 X 1 114 A307 BHB 12 X 1 1/4 A325 1/2 X 1 1/4 X307 BHB 1-1 114 A325 width of the blocking it should hold the purlins in alignment allowing the blocking to be removed. Movebiocking tonext bay asthe erection progresses, PURLIN BLOCKING STANDARD PURLIN LAP R 01 BYPASS SECONDARY FRAMING CONNECTION, BOLT REQUIREMENTS BS01 G A AA BYPASS CONDITION A AA INTERMEDIATE BAY PAVE STRUT SAFETY WtEGUTnN. SAFETY PRECAUTION: SAFETY PRECAUrpH. PURLIN GLOVES WHENEN FWiIXINCYifETAL SURFALES WITH SHARP EDGES. EACH WORKER SHOULD BETRNNE BEST WORKER PERSONAL PRDTEcnDN EGUPAD:Ni VARIES TO USE THE SAFEST AN PRODUCTIVE ERECTION TECHNIQUE SHOULD ALWAYS AffET OSHASTANDAROS. 1/2X1114 A325T/ AMI -ROLL CLIP 112 HVHX NUT CL -12 = 8° PURLINS CL -13 = 912' PURLINS PURLIN RIDGE BRIDGING CLIP CURB_ \\ CL -14 12' I \ 12X11/4 A325T/ PURLIN I \ 12 HVHX NUT 1� (2) REQUIRED PER EAVE STRUT END CONNECTION 112X2 A325T/ — — — — 1/2 HVHX NUT _ — — — — 2) 1/2 A325T/ (2) REQUIRED PER 1/2 HVHX NUT EAVE STRUT END CONNECTION 2 1!2 X1 1/4 A T/ REINFORCING EAVE STRUT PLATE 1/2 HVHX NUT OR AS AN OPTION 112 H O ESP (1)1/2X1 114 A325T/ 12 HVHX NUT AND (1)12X23!16 A449 DE STRUCTURAL FASTENER(S)TVP RAFTER STRUT CKET �� (SHOP WELDED) MAV VARY (2) #12X1 1/4 SEE BS01AA RAFTER FLANGE THICKNESS ENDWALL RAFT GREATER THAN 1/2' suEn PREwrrnN_ El£ COLUMN (TIFF MAY VARY) WITH SHOP WELDED CLIP SEE DETAIL RF54W PLYIAYG WEAR OSf W MPaGVFD PROTECHOH YmEN oP_HHD oazEs CR ELECTRIC SCREW Guns. PURLIN CONNECTION DETAIL AT ENDWALL FRAME RF03R RIDGE BRIDGING CLIP CONNECTION DETAIL RF05 ANTI -ROLL DETAIL UPHILL RF50 LOW/HIGH SIDE EAVE STRUT CONNECTION (BYPASS GIRTS)RF31RB BYPASS, INSET & FLUSH CONDITION AA AA RIGID FRAME RAFTER AA ALL RAFTER/COLUMN FLANGE WIDTHS WITH REINFORCING PLATE AA (1)112 A325T/ (1)1/2X2 3/16 A449 DE 8 112 HVHX NUT ATTACH BOTTOM PURLIN WITH SEE NOTE SECTION (1)112X2 3/16 A449 DE BOLT SECTION 0 0 0 0 0 0 O 0 PURLIN SECTION A SECTION B WITH 12X2 3116 A449 DE BOLT IN PLACE, ATTACH TOP PURLIN WITH REMAI ING RAFTER A449 DE BOLT NUT THEN ATTACH 112 A325T OLT AND 12 HVHX NM STEP ONE STEP T W O THE REGLSTERFD PROFESSIONAL ENGINEER WHOSE SEAL APPEARS OPTIONAL PURLIN TO RAFTER CONNECTION RF10RA ON THESE DRAWINGS L: EMPLOYED BYTHEMANUFACTURER RAFTER FLANGE THICKNESS LESS THAN OR EQUAL TO 1/2' AA AND DOES NOT SERVE AS OR REPRESEWTHE PROJECT ENGINEER OF RECORD AND SHALL NOT RE CONSIDERED AS SUCH. DRAWINGSTATUS: Cargill Blair CONSTRUCTION 650 Industrial Park Drive SOFTWARE VERSIONS SOFTWARE BIM: v22.2 AMERICAN BUILDINGS Blair, NE 68008 JOB NUMBER: SHEET: Anueora cewu,Y Weitz Industrial NO RELEASE / REVISION DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: ENGR DATE M 18J 0140A SED -003 M 6 M A 0 1FOR FINAL CONSTRUCTION SB/SB 03/30/2018 SAFETY PRECAUTION: W ORKERS SHOULD BE TRAINED IN THE PROPER ERECTION PROCEDU ES FORALL JODS. AND ONE UNDER THE NU O A O) 712X1 tl4 A325T �j FRAME BRAC 1/2 HVHX NUT � // FRAME BRACE FB -_BOTH SIDES 1/2X1 1/4 A325 �/ IF REQUIRED BY DESIGN AS NOTED ON WITH (2)1/2 H WASHERS / THE BUILDING ERECTION DRAWINGS PURLIN /GIRT RAFTER OR COLUMN (ONE UNDER THE BR17 FOR BYPASS PURLINS / GIRTS AA THE REGISTERED PROFESSIONAL ENGMEER WHOSESEALAPPEARS ON THESE DRAWINGS O EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENTTHE PROJECF ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair 650 Industrial Park Drive FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Blair, NE 68008 JOB NUMBER: SHEET: nnuooEa crnaw Weitz Industrial NO RELEASE / REVISION DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: ENGR DATE M 18J 0140A SED -004 Me M a 0 FOR FINAL CONSTRUCTION SB/SB 03/30/2018 BOLT HEAD AND ONE UNDER THE NU O A O) O �j FRAME BRAC � // FRAME BRACE FB -_BOTH SIDES 1/2X1 1/4 A325 �/ IF REQUIRED BY DESIGN AS NOTED ON 1/2 HVHX NUT / THE BUILDING ERECTION DRAWINGS (NO WASHERS REQUIRED) RAFTER OR COLUMN FRAME BRACE BR17 FOR BYPASS PURLINS / GIRTS AA SAFETY PRECAUTbN NISR8 EEL✓'TOES THAT ALL WORKERS WEARS TEELTOESHOES,—HARD ATS GUARD, EYE PROTECTION, ANO HARD HATS. SAFETY PREWIibN 00NOT STEP, E T OR O ON WALL GRTS OR EAVE STRUrS FA4URET0 ADHERE TO THS PRECP1JTbN UAV RESULT N A FRAME COLUMN INSTALLATION OF THE BUILDING WALLS IS GENERALLY DONE BEFORE THE ROOF. BEFORE STARTING 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 TO THE PROPER LENGTH AND INSTALL BETWEEN THE LINES OF GIRTS. THIS BLOCKING CAN BE MOVED FROM BAY TO BAY WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED. NORMALLY, ONE LINE OF BLOCKING PER BAY WILL BE SUFFICIENT. II ' NOT REQUIRED IF OPEN ENDWALL I • ENDWALL 4RTDEPTH CORNER COLUMN ' 1/2X1 1/4 A325 (1)1/2X1 1/4 A325T/ 1/2 HVHX NUT I 112H(VHXNUTAND (1)1/2X2 3/16 A449 DE - (TVP.) MAY VARY SEE BSOIAA COLUMN FLANGE THICKNESS GREATER THAN 1/: WITH SHOP WELDED CLIP SEE DETAIL WF58RAA NOT REQUIRED IF J OPEN SIDEWALL �2 F � m 2114' — _ —• CLIP CL -2 IICORNER GIRT CONNECTION (BEAM & COLUMN CORNER COLUMN) WF09 R BYPASS SIDEWALL / BYPASS ENDWALL I AA / CKD: /SB 2 X. WOOD BLOCKING (BY OTHERS) GIRT SPACING TYPICAL CONSTRUCTION OF THE WOOD BLOCKING IS SHOWN ABOVE. A 2 X 6 MINIMUM BOARD SIZE SHOULD BE USED. REFER TO THE CROSS SECTION FRAMING DRAWINGS TO DETERMINE THE GIRT SIZE AND SPACINGS. 1/2 HVHX NUT OR FOR FLANGES X7/16'-1' 1/2X2 A325T/ 1/2 HVHX NUT (2) PER CLIP (1) 1/2X1 1/4 A325�( 1/2 HVHX NUT \ AND (1) 112X2 3/16 A449 DE - (TYP., MAY VARY SEE BS0IAA COLUMN FLANGE THICKNESS GREATER THAN 1/2' WITH SHOP WELDED CLIP SEE DETAIL WFI2RAA 11/4-1 11/4' AS READ I ASREQD COLUMN - 1/2X1 1/4 A325T/ 1/2 HVHX NUT (TYP. LAP BOLTS) 3' O N GIRT BLOCKING GE03 I STRUCTURAL GIRT TO COLUMN FLANGE WF91R_ I BYPASS LAPPED ZEE GIRT CONNECTION WF02R AA STRUCTURAL CHANNEL GIRT AA COLUMN FLANGE THICKNESS LESS THAN OR EQUAL TO 1P2' AA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial REVISION DWN: / CKD: I ENGR DATE THE REGISTERED PROFESSIONAL ENGMEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESEWTHE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDING'. JOB NUMBER: SHEET: AN -0 cnmAm M18JO140A SED -005 MBMq HVHX NUT CUT WASI HWY BOLT 8. HVHX NUT FOR FIELD CONNECTION TO COLUMN SHOP WELDED PLAT CUT WASHER REQUIRED FOR ROD ASSEMBLY TYPICAL ROD 0 ROD BRACING BRACER CUT WASHER HVHX NUT 518" BR5- BWPI 518 CUT WASHER 518 HVHX NUT 3/4" BR6- BWP2 3/4 CUT WASHER 314 HVHX NUT 7/8" BR7- BWP2 718 CUT WASHER 7/8 HVHX NUT 1" BR& BWP3 1 CUT WASHER 1 HVHX NUT 1118" 1 BR9- BWP3 1118 CUT WASHER 11/6 HVHX NUT 1 114' BRA& BWP3 AR 11/4 CUT WSHE 1 114 HVHX NUT 1318' BR11- BWP4 1318 CUTWASHER 1318 HVHX NUT 1112" BR12- BWP4 11/2 CUT WASHER 1112 HVHX NUT BOLT 8. HVHX NUT FOR FIELD CONNECTION TO COLUMN SHOP WELDED PLAT CUT WASHER NOTE) TYPICAL HVHX NUT HVHX NUT TYPICAL TYPICAL CUT WASHER HVHX NUT TSRCP UR TYPICAL BR5- BWP1 EYEBOLT BRACER 'HVHX NU tBRACER BWP 3/4" BR& 314 CUT WASHE 3/4 HVHX NUT BRCP6R (w/ CPN6) ROD TYPICAL SRI BRACING BRACING ft00 PLATE WEB OF 11/8HVHXN BRCP R (W/CPN9) COLUMWRAFTER -CABLE BRCP_R WEB OF FOR CONSTRUCTION RAFTER SOFTWARE VERSIONS BIM: v22.2 CABLE BRACING ROD BRACING AT RAFTER WEB AT COLUMN/RAFTER WEB BOLT 8. HVHX NUT FOR FIELD CONNECTION TO COLUMN SHOP WELDED PLAT OD BRACING --\(SEE NOTE) BRACING ROD PLATE CONNECT A325(T) BOLT ROD BRACE BRACIN CUT WASHER ' HVHX NUT BRACING ROD PLA (,Y1 COUPLING NUT) w/HVHX BOLT HVHX NUT TSRCP UR 5/8' BR5- BWP1 5/B CUT WASHE 5/8 HVHX NUT BRCP5R (WI CPN5) 'HVHX NU tBRACER ) 1 HVHX NUT 3/4" BR& 314 CUT WASHE 3/4 HVHX NUT BRCP6R (w/ CPN6) 7/8' 6R7- BW 7/8 CUT WASHE 718 HVHX NUT BRCP7R (w/ CPN7) 1" BR& 1 CUT WASHE 1 HVHX NUT BRCP8R (W/ CPNB) 1118" BRACING ft00 PLATE 11/8CUTWASHE 11/8HVHXN BRCP R (W/CPN9) (1)11/4X3 A325 w/1114 HVHX 11/4" BR70. 11/4 CUT WASHE 11/4 HVHXN RCPiDR (WI CPN 10) BRCP_R FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 (w/ COUPLING NUT) JOB NUMBER: BRACING ROD PLATE CUT M18JO140A SED -006 BRCP__ WEB OF COLUMN CONNECTOR (VARIES) ROD BRACING N UT NOTE: CABLEIROD W/BRCP PROPERLY INSTALLED COUPLING NUT: AT UPPER SHOP WELDED PLATE ROD AT BRACING ROD PLATE (BRCP_R) AND ROD BRACING (BR--) ENDS BUTT TOGETHER AT THE CENTERLINE OF CO PLING NUT. SIMILAR AT COLUMN BASE AND COLUMN FLANGE ROD BRACING ASSEMBLY BR01W CABLE/ROD BRACING TYPICAL END CONNECTIONS BR01SINGLE PADDLE, ROD BRACING ASSEMBLY FB—R-2 I I AA AAI AA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial / REVISION I DWN: / CKD: I ENGRI DATE IN01 RELEASE / REVISION I DWN: / CKD: I ENGRI DATE ;UCTION I SB/SB 1 103/30/2018 REQUIRED FOR ROD ASSEMBLY BRACING ROD PLATE CONNECT ROD a ROD BRACE BRACIN CUT WASHER ' HVHX NUT BRACING ROD PLA (,Y1 COUPLING NUT) A325(T) BOLT AT BRCP_UR HVHX NUT TSRCP UR 5/8' BR5- BWP1 5/B CUT WASHE 5/8 HVHX NUT BRCP5R (WI CPN5) ) 1X3 IA A325T ) 1 HVHX NUT 3/4" BR& 314 CUT WASHE 3/4 HVHX NUT BRCP6R (w/ CPN6) 7/8' 6R7- BW 7/8 CUT WASHE 718 HVHX NUT BRCP7R (w/ CPN7) 1" BR& 1 CUT WASHE 1 HVHX NUT BRCP8R (W/ CPNB) 1118" BR9- BWP3 11/8CUTWASHE 11/8HVHXN BRCP R (W/CPN9) (1)11/4X3 A325 w/1114 HVHX 11/4" BR70. 11/4 CUT WASHE 11/4 HVHXN RCPiDR (WI CPN 10) N UT NOTE: CABLEIROD W/BRCP PROPERLY INSTALLED COUPLING NUT: AT UPPER SHOP WELDED PLATE ROD AT BRACING ROD PLATE (BRCP_R) AND ROD BRACING (BR--) ENDS BUTT TOGETHER AT THE CENTERLINE OF CO PLING NUT. SIMILAR AT COLUMN BASE AND COLUMN FLANGE ROD BRACING ASSEMBLY BR01W CABLE/ROD BRACING TYPICAL END CONNECTIONS BR01SINGLE PADDLE, ROD BRACING ASSEMBLY FB—R-2 I I AA AAI AA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial / REVISION I DWN: / CKD: I ENGRI DATE IN01 RELEASE / REVISION I DWN: / CKD: I ENGRI DATE ;UCTION I SB/SB 1 103/30/2018 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PRDIECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDING'. JOB NUMBER: SHEET: A-111-11 M18JO140A SED -006 MBMFI USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS INA MANNER USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS IN A MANNER THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH STACKED BUNDLES WITH A TARP OR PLASTIC COVER LEAVING ENOUGH OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. OPENING AT THE BOTTOM FOR AIR TO CIRCULATE. SAFEIV PRECAl1TION SAFETY PREGllRUN SAFETY PRECPUFbN. W ORKENS SHOULD _AYS W EAR WORKERS SHOULD ALWAYS W EAR WORKERS SHOIRDALWAYS W EAR GLOVES W HEN HANIXING PANELS , GLOVES W HEN HANDLMG PMIELS. ' GLOVES W MEN HANDLMG PANELS. ' y y ARCHITECTURAL PANELS LONGSPAN III PANELS SHOWN, ' LONG SPAN III PANELS . ' ARCHITECTURAL III AND , (MULTI RIB SIMILAR) y y MULTI RIB SIMILAR- IMILARTARP TARPOR PLASTIC COVER TARP OR PLASTIC COVER TARP OR PLASTIC COVER USE SPACERS BETWEEN BUNDLES USE SPACERS BETWEEN BUNDLES USE SPACERS BETWEEN BUNDLES 1 LBLOCKABOVEGROUND L BLOCK ABOVE GROUND BLOCK ABOVE GROUND TIE DOWN TIE DOWN TIE DOWN PANEL STORAGE GE51_ PANEL STORAGE RC51 PANEL STORAGE WC51 LONG SPAN III, ARCHITECTURAL 111, AND MULTI -RIB PANELS AA LONG SPAN 111 (MULTI RIB SIMILAR) BB ARCHITECTURAL III AC ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PRO)ECT ENGINEER OF RECORD ANO SHALL NOT BE CONSIDERED AS SUCH. Cargill Blair DRAWING STATUS: Cargill Blair Park Drive FOR CONSTRUCTION 650 Blair, NE 68008 SOFTWARE VERSIONS BIM: V22.2 AMMICAN BUILDING'. Weitz IndustrialJOB NUMBER: SHEET: An 11"uxsurr RELEASE ! REVISION I DWN: / CKD: I ENGRI DATE IN01 RELEASE / REVISION I DWN: / CKD: ENGRI DATE I M 18JO 140A SED -007 M B M FI FOR FINAL CONSTRUCTION I SB/SB 1 103/30/2018 URETHANE CAULK THINGS TO REMEMBER A TAPE MASTIC 3/4 TM GTS OUTSIDE CORNER FLASHING 1. THINK SAFETY. FCR 2' CARE FOR PANELS IN ACCORDANCE WALL PAN BASE CHANNEL FASTENER (BY OTHERS) EAVE CLOSURE WITH ERECTION GUIDE. I 1/4.0 CONCRETE ANCHOR (Min.) FAVE CLOSURE FLASHING FLASHING ? 3. ALIGN GIRT. WALL MAIN FASTENE 3'-0' D.C. (Max) -y`�' 4. PLUMB FIRST AND EVERY PANEL. #12X1 1/4 I 5. CHECK COVERAGE ON EVERY PANEL. \ 6 SCREW SEQUENCE: BASE CHANNEL EAVE SUPPORT ING GTO LEADING.ATTACHMENT TRAILW INSIDE CLOSURE—,�I FLASHING TOP TO BOTTOM. REQUIRED IF ORDERED 1 1/2' OVERHANG � ,° 7. DO NOT EXCEED INSULATION THICKNESS (4, MAX) — Lt VFF7 \\ 8. DO NOT'RATCHET' OR OVERTIGHTEN WALL _ z EAVE STRUT \\\ ! PANEL SCREWS. THIS WILL CAUSE *DIMPLING'. 8. USE THE FLAT OF THE LONGSPAN PANEL . ' • - !ll �� TO APPLY PRESSURE WHEN INSTALLING. GRAD BLIND RIVET /� (SEE EXAMPLE) 1/8 RIVET 10. DO NOT USE ABRASIVE SAWS OR OTHER • (3) PER LAP CUTTING TOOLS WHICH PRODUCE HOT METAL OUTSIDE CLOSURE PARTICLES OR BURNED EDGES. LOA] THESE METHODS WILL DAMAGE THE REQUIRED IF ORDERED BLIND RIVET PAINTED AND GALVALUME FINISH AND WILL VOID 118 RIVET ANY WARRANTIES. USE DOUBLE CUT SHEARS, (6) PER LAP NIBBLERS OR OTHER CUTTING DEVICES WHICH (TYP.) DO NOT PRODUCE HOT METAL PARTICLES OR LONG SPAN III PANEL BURNED EDGES. SECTION AT BASE CHANNEL BA04 OUTSIDE CLOSURE INSTALLATION AT EAVE EA37 OUTSIDE CORNER FLASHING FL08 PANEL INSTALLATION NOTES GE04 ARCHITECTURAL III, ARCHITECTURAL'V' RIB OR LONG SPAN III WALLS AB LONG SPAN III WALLS AB LONG SPAN III WALLS I AB LONG SPAN III WALL PANELS AB FASTENER (TYP.) GUTTER CLIP COVER TRIM E ATTACHMENT OF SCREW GUTTER TCGC GH EAVESUPPORTTRIM (REQUIRED AT PAINTED ROOFS ONLY) ROOF PANEL DOWNSPOUT CLIP BEND ALONG DASHED LINE GUTTER CLIPS TAPE MASTIC FDC2 PLACED IN FLAT OF PANEL 314 TM 6'-0' O.C. EAVE CLOSURE FLASHING t SOLID LINE I3"LENGTH TFEC_GUTTER V+CUTALONG IIEAVE SUPPORTFLASHING TGT1 (JSTRUCTURAL 1/2' 31/2 FASTENERS) DOWNSPOUTCLIPinE STRUT FDC2 DOWNSPOUT FDS -14.4 BLIND RIVET RIVET (2) PER CLIP TO 'DOWNSPOUT( WALL PANEL FDS-14.4LL—( 511/8 R GIRT J w -G, O.C., TYP DOWNSPOUT CLIP FDC2 SIDEWALLPANEL DOWNSPOUT FDS -14.4 OR ELBOW FDE2 t(4) BLIND RIVET (4)1/8 RIVET SIDEWALL PANEL BLIND RIVET DOWNSPOUT ELBOW FINISHED FLOOR FDE2 BLIND RIVET 1/8 RIVET 118 RIVET (6) REQUIRED DOWNSPOUT I (2) PER CLIP TO FDS-14.4ET U ' FIELD CUT TO REQUIRED DOWNSPOUT ET LENGTHS UTTER SEAL , GTS DOWNSPOUT OUTLET DETAIL GTO 1 DOWNSPOUT DETAIL F—G—T-0-2-1 SECTION THROUGH DOWNSPOUT GT03 RIVET LOCATIONS AT DOWNSPOUT LAP OR ELBOW GT04 AA AA AA AA I 1 -+7YP, LAP GLITTER CLIP COVER TRIM TCGC EAVE DOWNSPOUTS DOWNSPOUT (REQUIRED AT PAINTED ROOFS ONLY) 10' 1 PC. FDS -14.4 & 1 PC. FDE2 CLIPS(FDC2) 2 o GUTTER I o STANDARD GUTTE �- 12' 1 PC. FDS -14.4 & 1 PC. FDE2 2 TGTI 0 0 e TGT1 O+O C 14' 1 PC. FDS -14.4 & 1 PC. FDE2 3 ° GUTTER �ry 16' 1 1/2 PC. FDS -14.4 & 1 PC. FDE2 3 BLIND RIVET TGTI p% 18' 1 1/2 PC. FDS -14.4 & 1 PC. FDE2 q 118 RIVET (12) PER LAP 20' 1 1/2 PC. FDS -14.4 & 1 PC. FDE2 4 22' 11/2 PC. FDS -14A & 1 PC. FDE2 4 (2)114.0 BEADS OF GUTTER 24' 2 PC. FDS -14.4 & 1 PC. FDE2 5 SEAL EACH LAP 26' 2 PC. FDS -14.4 & 1 PC. FDE2 5 -- GTS 28' 2 PC. FDS -14.4 & 1 PC. FDE2 6 GUTTER LAP 30' 2112 PC. FDS -14.4 & 1 PC. FDE2 6 GUTTER CLIR 32' 21/2 PC. FDS -14.4 & 1 PC. FDE2 6 CGB_FOR LOC -SEAM AND STANDING SEAM 34' 21/2 PC. FDS -14A & 1 PC. FDE2 7 CGBL_ FOR LONG SPAN III 36 2 1/2 PC. FDS -14A & 1 PC. FDE2 7 GUTTER CLI 38' 3 PC. FDS -14.4 & 1 PC. FDE2 8 GGA 40' 3 PC. FDS -14.4 & 1 PC. FDE2 e BLIND RIVET 1/8 RIVET GUTTER ENDC (12) PER LAP �' PLACE GUTTER CLIP IN FLAT OF PANEL. ENSURE ATTACHMENT OF SCREW GET_ THROUGH EAVE SUPPORT TRIM FOR LOC -SEAM AND STANDING SEAM. FASTENERS AT GUTTER LAP AND ENDCAP THROUGH EAVE MEMBER FOR LONG SPAN III ROOF. THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS DOWNSPOUT SCHEDULE GT06 GUTTER LAP AND GUTTER ENDCAP FASTENER DETAIL GT07_ GUTTER CLIP PLACEMENT DETAIL GT181 DNTHEIANNUFSE CTURINGS EMPLOYED BV THE MANUFACNRER AA M AA AA ALIO DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: BI81f Cargill dBlair al Park Drive 650 Industrial FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Blair, 68008 JOB NUMBER: SHEET: An ..-1 Weitz IndustrialNO RELEASE / REVISION DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE M 18J 0140A SED -008 M B M A 0 FOR FINAL CONSTRUCTION I SB / SB 1 103/30/20181 SAFETY PRECAUTION: WORKERS SHOULD BE TRAINED IN THE PROPER ERECTION PROCEDU ES FOR ALL JOBS. INSULATION SEE DETAIL LPIOAA SEE DETAIL LP22AA FIELD CUT AND PARTITION FLASHING BEND TO FIT – LP23 PF—DETAIL L SEE P14AA (TYP.) AS NOTE: FIELD NOTCH PARTITION FLASHING QTY NE LEN. R IS RECANL TCE 5 THAT ALL =OT' S AT BASE ANGLE, GIRT, PURLIN AND wEAR STEEL TOE SHOEswRH NETGrAasa. EAVE STRUT. GUARD, EYEPNOTEOTraI, AND HARD Ts. ROOF PANEL SAFETY PRS=E woftRERs S=EE TaANEo w THE PROPER ERECTION PROCEIXR2E5 FORALLJD&s. NOTE: PANELS NOT SHOWN FOR CLARITY. EAVE STRUT SAFETY PaEcaurbN uARE —TAN THAT THE CORRECT Tool ISAVA4AEtEANO USED FOR FALH F4USE of euaONC EaEcrbN uroaoPERTODL usAGERESIars wrTmLorEE Ruuay. II II TRIM INSULATION AND TURN VINYL BACK. INSULATION WAL.PANEL RIOR - I II I I MUST NOT BE EXPOSED TO WEATHER \\ WALL PANEL,\II II I) II II o II ed e I I _ � I BLIND RIVET (2) 1/8 RIVET e BASEANGLE--J �IIII c LP03 Ag CH PANELFIELDAT ATEA VE PANELATEA STRUT I I PARTITION FLASHING FIELD CUT AS REQUIRED NOTE: BASE MEMBER 11AV BE DIFFE ENT FROM HAT IS SH OWN. W LPOt PARTITION WALL PANEL AB SUGGESTED INSULATION DETAIL AT WALL PANEL BASE IN02 SEE DETAIL LP02lAA TRANSVERSE PARTITION ELEVATION LP04_ PARTITION WALLS AB PARTITION FLASHING DETAIL AT EAVE STRUT LP10 AA NOTE: SAFETY mEcuRIN: FIELD CUT PARTITION FLASHING (PF =,)TO THE REQUIRED sAFETYmECAuroN VIORNQLSSNDULDALIYAYSYIEAft W-11-1 IEIT—IUI— 51IouIOALWAYS NFET OSHA STANDARDS. LENGTH AND NOTCH ENDS FOR PURLIN CLEARANCE AS INDICATED. cLovEswxEH HAND381c NEraL SURFACES WITH SHFRP EDGES. SAFETY PAECAUTbN: woaxmssHouLouwnvswEAa PURLIWGIRT SPACING+2'(MIN) GLOVESWHENNANOLHD uti rr.L PURLIN SPAN AT RIDGE +4=(MIN) FIELD NOTCH PANEL PARTITION FLASHING PARTITIONFLASHING AT PURLIN suRFACEs WITH SHARP EDGES. NOTE: PF—= 5 114' 3 111-8' 211 a .1 PANELS NOT SHOWN FOR CLARITY. NOTE: — � WHEN FIELD — _ _ — _ _ CUTTING PANELS _ OR TRIAL DO NOT _ USE ABRASIVE SAWS OR OTHER CUTTING METHODS NOTES: _ WHICH PRODUCE I I 1. OUTSIDE CLOSURE, AOLI/AVKO/AVNO/LO, HOT METAL REQUIRED IF ORDERED FOR BUILDING SLOPES -_ n BURN PARTICLES OR1112: THE CUT EDGES. 120R LESS THESE METHODS WILL _ HEM EDGE NOTCHING DETAIL FOR 8' PURLINS OR GIRTS HEM EDGE FIELD CUT AND BEND AS REQUIRED AT RIDGE LINE SEE APPROPRIATE NOTCHING DETAIL 8' ZEE- REFER TO LP11AA DAMAGE THE PAINTED AND GALVALUME _ -- -- FINISH AND VOID ANY FIELD NOTCH WARRANTIES. USE LIND RIVET PARTITION FLASHING 111-8 D.C. DOUBLE CUT SHEARS, PURLIN AT PURLIN 1'-0' O.C. NIBBLERS OR OTHER CUTTING DEVICES WHICH 2. BEVEL CLOSURE REQUIRED IF ORDERED FOR BUILDING SLOPES GREATER THAN 1 12 : 12 OUTSIDE CLOSURE (SEE NOTES) FIELD CUT PARTITION FLASHING (PF=,TO THE REQUIRED LENGTH AND NOTCH ENDS FOR PURLINIGIRT CLEARANCE AS INDICATED ABOVE. 1 12" ZEE - REFER TO LP12AA 12' ZEE- REFER TO LP15AA DO NOT PRODUCE HOT METAL PARTICLES OR BLIND RIVET BURNED EDGES. (2) 1t8 RIVET NOTCHING DETAIL FOR PARTITION FLASHING LP11 NOTCHING AT RIDGE PARTITION FLASHING LP14_ _ PARTITION FLASHING DETAIL AT PURLIN LP22 PANEL CLOSURE DETAIL AT RAKE RA01 8'ZEESECTION AA AA SIMILAR AT WALL PANELS AA ARCHITECTURAL III,ARCHITECTURAL'V' RIB OR LONG SPAN III WALLS AB DO NOT PUSH SHEET OVER AT LAP. GOOD ALIGNMENT OF THE FASTENERS WILL GIVE PROFESSIONAL APPEARANCE OF SHEET — — — — — KEEP A SMALL GAP UP THE SHEET AS SHOWN. _ — INSTALLATION. THIS CAN BE ACCOMPLISHED BY PRE -DRILLING HOLES IN THE SHEETS AT IDENTICAL LOCATIONS. UPT015 SHEETS CAN BE STACKED TOGETHER AND DRILLED USING A TEMPLATE SHEET. USE 1/8' OR 5/32'DIAMETER DRILL BIT FOR SHEET TO STRUCTURAL FASTENERS. AND A 114' DIAMETER BIT FOR THE SIDELAP CLEARANCE HOLES. SPAN 111 PANEL (TV7?4;7GIRT,BASEANGLE, E STRUT OR LE ANGLE ARCHITECTURAL III PANEL (TYP.) GIRT, SAVE STRUT, BASE ANGLE ORLONG GABLE ANGLE CLEAN METAL FILINGS OFF PANEL SURFACES AFTER DRILLING TO AVOID RUST STAINS. THE TEMPLATE SHEET SHOULD BE LAID OUT IN ACCORDANCE WITH THE BUILDING ERECTION DRAWINGSSINCE PRE -DRILLING WILL'HAND'THE SHEETS IT IS NECESSARVTO SELECTTHE WALL STITCH FASTENER) LL MAIN FASTENERS) (TYP. AT SIDELAPS, SEE NOTE 2) (TYP. SEE NOTE 1) WALL MAIN FASTENER(S) WALL STITCH FASTENER(S) #14X3/4 DETAIL'A' #12X1 1/4 (TYP. SEE NOTE 1) #14X31-4 T -O' O.C. VERTICALLY 1'-O.O.C. #12X1 1/4 2'-O.O.C. VERTICALLY DETAIL'A' 1'-0' O.C. DETAIL'A' (TYP. SEE NOTE 2) END OF THE BUILDING FROM WHICH THESHEETING IS TO BEGIN. PRIOR TO DRILLING THE TEMPLATE SHEET IT SHOULD BE CHECKED FOR PROPER HOLE LOCATIONS AGAINST THE BUILDING FRAMEWORK. BE SURE THERE IS NO SAG IN THE PURLINS OR GIRTS. _ PRE -DRILLED TEMPLATE SHEET TZ SAFETY PRECAUTION: ALWAYS (YEAR OSHAAPPROVED EYE PROTECTION YJHFN OPEMTWG ORo,e O OR ELECTRIC SCREW GUNS. DETAIL'A' NOTE: SEE FASTENER LAYOUT NOTE: NOTE: WC05AB 1. WALL FASTENER(S) REQUIRED AT SIDEWALL 1. WALL FASTENER(S) REQUIRED AT SIDEWALL STACKED SHEETS TO AND ENDWALL GIRTS, BASE ANGLE, EAVE AND ENDWALL GIRTS, BASE ANGLE, EAVE BE DRILLED STRUT AND GABLE ANGLE. FASTENER LAYOUT STRUT AND GABLE ANGLE. FASTENER LAYOUT SHOWN ALSO APPLIES FOR LINER AND PARTITION SHOWN ALSO APPLIES FOR LINER AND PARTITION PANELS. PANELS. 2. PANEL STITCH FASTENER(S)AS SHOWN REQ'D. 2. PANEL STITCH FASTENER(S)AS SHOWN REQ'D. ONLY AT PANEL SIDELAPS OR AT FLASHING LAPS AND FLASHING TO PANEL CONNECTIONS. ONLY AT PANEL SIDELAPS OR AT FLASHING LAPS AND FLASHING TO PANEL CONNECTIONS. KEEP ENDS OF PANELS ALIGNED THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS FASTENER LAYOUT WC05 FASTENER LAYOUT WC05 PRE -DRILLING FOR FASTENER LOCATIONS WC08 ONTHESE eY THE hIANUFACDRAWIEMP DYED UFALTURERER LONG SPAN III WALLS AB ARCHITECTURAL III WALLS AC LONG SPAN III WALL PANELS AB AD DOES NOTSERVEAS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH, DRAWING STATUS: l BIBI( Blair Cargill 650Industria Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS JOB NUMBER: SHEET: BIM: v22.2 AMERICAN BUILDINGS T�,, pNT NO RELEASE / REVISION DWN: / CKD: ENGR DATE _FvuoePT Weitz Industrial NO RELEASE / REVISION DWN: / CKD: ENGR DATE M 18JO 140A SED -009 M B M R 0 1FOR FINAL CONSTRUCTION i SB / SB I 103/30/20`18 WALL MAIN FASTENER(S) (TYP) #12X1 1/4 BACKLAPPING THE PANELS VOR 2' IS ROUTINELY DONE TO MATCH PANEL COVERAGE WITH THE p-0. O,C, BUILDING WIDTH AND LENGTH. ON THE SIDEWALL THIS IS DONE WITH THE LAST PANEL INSTALLED. WOOD BLOCKING (BY OTHERS) LONG SPAN III PANEL ON THE ENDWALLTHIS IS DONE AT THE RIDGE AND WILL BE MARKED ON THE ERECTION DRAWINGS. RAKE FLASHING SAVE STRUT GIRT LINE OR STRUCTURAL LINE EAVE CLOSURE FLASHING WALL TRIM FASTENER(S) #74X3/4 I Vis ' ,k 1'-0' O.C. AT PANEL RIBS III/ EAVE SUPPORT WALL TRIM FASTENER(S) FLASHING #14X3/4 WALL TRIM FASTENER(S) V-0' O.C. AT PANEL RIBS #14X3/4 OUTSIDE CLOSURE 2'-0' O.C. REQUIRE IF ORDERED RA07 * AB GABLE MEMBER / GIRT / (SEE NOTE 5) / BLINDRIVET TYPICAL WALL TRIM FASTENER(S) CORNER FLASHING J 1/8RIVET / #14 X 314 FCR (6) PER FLASHING LAP 2'-0' O.C. AT PANEL SIDELAPS NOTE: ENDWALL PANELS SHOWN, SIDEWALLS PANELS SIMILAR LONG SPAN III SHOWN, ARHITECTURAL III 8 ARCHITECTURAL V RIB SIMILAR. CORNER FLASHING DETAIL (OUTSIDE) WC21 PANEL BACKLAPPING WC75 LONG SPAN 111 WALLS AB ARCHITECTURAL III, ARCHITECTURAL V RIB OR LONG SPAN III WALLS AB WALL MAIN FASTENER(S) lkz #12X1 114 WALL FASTENERS MISCELLANEOUS FASTENERS SPECIAL CONDITION FASTENERS 106 DEsca Wx +zx 11w oFscas— 1�• sLNo wVET DEscRv +z 12X x 11w TEx4 SELFURLMG CaiBON STEEL HIX HEAD M—N. 19 RNET SEtf DR11.IG CMBON STEEL HIX HEAD FASTENER W IMOUT WASHER GJ,O a'ARN NO..1.1 tw SDUI FASTENER WRHOUi WASHER MAR%NO. 112x+1N OHHT4 APPLMATIUI AP49JCATION FLASHNGIAPSANDFVSHNG MPLXHTKkI C—ATOVQUIEAD DOORS, TO PANEL CONNECTIONS (STE¢THiCXNEssEs GREATEATHNJ 12 GA BASE ANGLE w"DOURE' Erc. allo uP roa+o Nawwc 1u� BA -20 —STRUCTUtALATFACN B oo GENERAL NOTES: DEBDRPTXR DESCRP — SAFETYPRECAUTIO" W NOT STEP, Sir OR CLIMB W WALL 112%11w LONG SPAN OUTSDECLOSU2E SELFW COLOR MATCNNGNIXHEAD Yi8 DA4TER RNET WRH WASHER MAAKNO. SRV -1 DESLRATpN 112X 112TE%5 GRTSOREAVETION .E 1, CROWD OR STRETCH PANELS SLIGHTLY AS W Loa FASTENERwRHOUiwA91FR sELEWuac aweou STEEL HEx NEAn SULTIOAwffRE EE THS PRECAUTION MAY RESULT N A SERIWLs @11IRtY. NECESSARY 70 MAINTAIN 3b' COVERAGE PER MPLICATION FASTENBt� RFiWr —m wxR No. Lzxt lrz swmms PANEL. APPucnrXxl —OGHTSDELAPCONNE ONs 2. PANELS MUST BE INSTALLED SQUARE WITH" BUILDING FRAM E. 1\16 SHEET TOSTRUCTURAL wNNEcrroNs LB/SE fl GABLE gNGIF. GNTS, SAVE STRUTS. ETC) pPP gnGN ANDD o� sCTSroRGIrr) AN 1u• Fff1D STRUCTURAL ATTACHMENTS 3. PANEL SIDELAPS STITCHED 2'-0' ON CENTER W ITN 'i #14 WALL FASTENERS. DFSCrE — DE—TION 4. USE TOUCH UP PAINT WITH AN ARTIST TYPE LONG SPAN III PANELS BRUSH. DO NOT USE AEROSOL TYPE PAINT .14X3'4 pIBXt2 EC1 DFRw-LCWASHER HEAD FASTwEx wIrHWTwASHFa sEIF DRaLNC CALOR MArCHNC HEX HEao SELF rAPPRccWITHOOTWASH MARX ND..t4X3w solve MARXNO..laxirz sTTw ffm oEscRvtox a1Dxt trz SELF rawNc CMBON sTE¢HEX HEAD FOR TOUCHUP. APxrnrlox APetic — FASI£NE(t wrtH wASHETT MARX NO. p10%i trz STKKNi 5. GIRTS ARE TO BE BLOCKED TO MAINTAIN VERTICAL PAN¢SDELAP WNNECTIONS, FLASH3iG TO W NOOw JAMB MULLION$ CORNERFLASHING BASE ANGLE CORNER GIRT FLANGES. FAILURE TO MAINTAIN VERTICAL GIRT PAN¢ CawECTXTNSAaD orHFRSNEETTo AP UCATION FCR FBGtFLANGES WILL CAUSE DIMPLING OF PANELS AT SHEET coxNEcrxXNs PAxErsTow000srRucTURE- w' HIX HEAD S OCXEf REW fYiED) SCREW LOCATIONS. (I LONG SAN N=UNF ADU NOTE: ALL HEX HEAD SIZES SHALL REQUIRE A 5/16' HEX SOCKET UNLESS NOTED. TYPICAL CORNER DETAIL AT PANELS WC20 " BASIC PARTS AND PIECES WC61__ LONG SPAN 111 WALL PANELS AB LONGSPAN WALLS AB ARCHITECTURAL PANEL IDENTIFICATION MARK NUMBER sAFELS—EuProN EXAMPLE A3P24 30.0 EO _ON WY30'GAG LENGTH TURINGF FOR _TURING FOR PRorecrX%i I� 24 GAGE 22, 24, 26, 8 29 GAGE AVAILABLE AGANST WEATHER DAMAGE ( ) II' ARCHITECTURAL ERECTION OF THE ARCHITECTURAL PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION DETAIL'A' DETAIL *B' BE MADE. THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL ARCHITECTURAL WALL PANEL THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM OVERLAPPING RIB (THIS RIB OVERLAPS OUTSIDE EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER THE BEARING RIB. PRECEEDING PANEL) NOTE: ALUMINUM -COATED PANELS ARE SUBJECT TO STAINING DUE 70 RESIDUE FROM BARE HANDS. ALUMINUM -COATED LINER PANELS THAT INCLUDE AN ACRYLIC FINISH DO HAVE ADDITIONAL PROTEC- TION BUT IT IS LIMITED AND DETERIORATES IN A RELATIVELY SHORT TIME MAKING THAT PANEL ALSO SUBJECTTO STAINING FROM BARE HANDS. IT IS RECOMMENDED THAT GLOVES BE USED FOR BEARING RIB ALL HANDLING OF BOTH PRODUCTS AND THAT APPLICATION OF THESE PRODUCTS BE LIMITED (BEARING LEG GIVES TO AREAS NOT EXPOSED TO TOUCH. BEARING RIB SUPPORT TO SIDELAP) THE 0.EGISTEREO PROFESSIONAL ENGINEER WHOSESAPPEARS DETAIL'A' SIDELAP DETAIL DETAIL 'B" ON THESED SISEMPLOYED PANEL MARKING AND SIDELAP DETAILS WC63 BY THE MANUFACTUREFACNRER ARCHITECTURAL WALLS AC AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair FOR CONSTRUCTION 650 Industrial Park Drive SOFTWARE VERSIONS BIM: v222 AMERICAN BUILDINGS Blair, NE 68008 JOB NUMBER: SHEET: Arvuoora CM4AYY Weitz Industrial iNOI RELEASE / REVISION DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE I M 18J 0140A SED -010 M B M A 0 FOR FINAL CONSTRUCTION SB / SB 1 103/30/20181 CLAMP AND WOOD BLOCKING BY OTHERS(SUGGESTED) I 3 ' 2 FASTENER SEQUENCE INSTALLATION OF FASTENER SEQUENCE CRITICAL IN REDUCING AND MINIMIZING OIL CANNING. 1' 6 5 4 �I ll II Inti ,I t'I BUILDING STRUCTURAL BUILDING STRUCTURAL LINE (GIRT LINE) LINE (GIRT LINE) 1/4' 1/2' 117/32' WALL MAIN FASTENER(S) WOOD BLOCKING #12X1 1f4 BUILDING STRUCTURAL LINE (GIRT LINE) 1/2' ARCHITECTURAL 'V' RIB PANEL LONG SPAN III WALL MAIN FASTENER(S) ARCHITECTURAL III \C\G 0000-fWALL MAIN FASTENER(S) PANEL #12X1 1/4 PANEL S\AEG•(\ON MAJOR RIB (OVERLAPPING RIB) 1'-0' O.C. #12X1 1/4 1'-0' O.C. ' MAINTAIN EQUAL SPACING sAFcrrFrscunnN: UP THE ENTIRE PANEL LAP. DO NOT STEP, SR OR LLR18 ON WALL GRTG OR EAVE sraurs. -E 1. AiN1EnE LONG SPAN IN PANEL BEARING RIB TOTHs RiEGAUrroN MAY (TVP. U.N.) aEsuLr eJAsmlous wJuay. r- OVERLAPPING ARCH, III PANEL RIB BEARING OVERLAPPING RIB (TYP. U.N.) RIB EQ. EQ. EQ. EQ. 1/8'0 HOLE 1/8'0 HOLE OE BLANKET INSULATION LONG SPAN III PANEL LAP AND ARCHITECTURAL It PANEL LAP AND (BY OTHERS) PRE -DRILLED HOLE DETAIL PRE -DRILLED HOLE DETAIL LONG SPAN III PANEL SHOWN, PRE -DRILLING OVERLAPPING RIB FOR STITCH SCREWS ARCHITECTURAL III PANEL SHOWN, MULTI RIB SIMILAR LONG SPAN III & ARCHITECTURAL'V' RIB AS SHOWN WILL INSURE ALL SCREWS ARE ALIGNED. PANELS SIMILAR NOTEI TO AVOID DIMPLING DO NOT OVER TORQUE SCREWS. DWN: /CKD: I ENGRI DATE INOI RELEASE / REVISION I OWN: / CKD: ARCH.'V' RIB PANEL (TYP. U.N.) BEARING RIB OVERLAPPING RIB EQIEO. rt 1/8'0 HOLE ARCHITECTURAL 'V'RIB PANEL LAP AND PRE -DRILLED HOLE DETAIL PRIOR TO WALL SHEETING ALIGN WALL GIRTS AS SHOWN IN GE03/AA INSULATION (BY OTHERS) IF REQUIRED, SHOULD BE INSTALLED PRIORTO THE PANEL INSTALLATION AND CONTINUED IN THE SAME MANNER AS SHEETING PROGRESSES ALONG THE WALL. INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL ATWITH TSTRUCTURAL OR GIRT LINE AS SHOWN. ITIS EXTREMELY IMPORT ANT THHEATTHE FIRST WALL PANEL BE INSTALLED PLUMB. USE SPIRIT LEVEL OR TRANSIT ON EACH PANEL. IT IS RECOMMENDED THAT A SMALL WEDGE/SPACER BE PLACED UNDER THE PANEL AT THE BASE ANGLE. APPLY THE WALL PANEL OVER THE INSULATION AND INSTALL WALL FASTENERS AT ALL STRUCTURAL WALL MEMBERS BEGINNING WITH THE TOPMOST ATTACHMENT AND PROCEEDING DOWNWARD (SEE SUGGESTED NUMERICAL FASTENER SEQUENCE). REMOVE THE WEDGE/SPACER BEFORE ATTACHING PANEL AT BASE ANGLE. DO NOT ERECT PANEL BY ATTACHING AT BOTH ENDS WORKING TO THE MIDDLE OF THE PANEL THIS PROCEDURE PROMOTES'OIL CANNING. INSTALL THE NEXT PANEL BY SIDELAPPING THE RIB WITH THE FIRST PANEL (AS SHOWN). CHECK FOR PLUMBNESS AND FASTEN THIS PANEL IN THE SAME MANNER AS THE FIRST PANEL. CONTINUE TO SHEET THE WALL USING THIS PROCEDURE. CUT PANELS AT DOORS, WINDOWS, LOUVERS AND OTHER WALL OPENINGS AS REQUIRED. SHEETING CAN USUALLY BE STARTED FROM EfTHER END OF THE BUILDING AND CONTINUED EITHER IN THE DIRECTION OF LEFT TO RIGHT OR RIGHT TO LEFT AS SHOWN. HOWEVER BY APPLYING THE SHEETS TOWARD THE DIRECTION OF THE PREVAILING VIEW, THE OVERLAP LINE AT THE SIDELAP OF EVERY PANEL WILL BE LESS VISIBLE. THE SAME PRINCIPLE CAN BE APPLIED WHERE HEAVY PREVAILING WINDS OCCUR BY PLACING THE LAPPED EDGE ON THE LEEWARD SIDE (DOWNWARD SIDE) OF THE PANEL RIB. WALL PANEL INSTALLATION WC64 LONG SPAN III, ARCHITECTURAL III OR ARCHITECTURAL N' RIB WALL PANELS AB Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 - SOFTWARE VERSIONS BIM: v22.2 Weitz Industrial JOB NUMBER: SHEET: DATE M18JO140A SED -011 THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY HE MANUFACTURER AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. AMERICAN BUILDINGS A bucca uu�urr MBMR USE WOOD BLOCKING TO ELEVATE AND SLOPE THE PANELS INA MANNER ROOF AND WALL PANELS THAT WILL ALLOW MOISTURE TO DRAIN. WOOD BLOCKING PLACED BETWEEN PANEL BUNDLES WILL PROVIDE ADDITIONAL AIR CIRCULATION. COVER THE ROOF PANEL BUNDLE SPREADER BAR (LOCATE OVER RIGID FRAME) ROOF AND WALL PANELS INCLUDING COLOR COATED, ALUMINUM COATED AND GALVANIZED, PROVIDE AREA BENEATH PANELS WITH POLYETHYLENE ORA TARPAULIN TO PREVENT EXCELLENT SERVICE UNDER WIDELY VARIED CONDITIONS. ALL UNLOADING AND ERECTION PERSONNEL DIRT AND DEBRIS FROM ENTERING FEMALE SEAM._ SHOULD FULLY UNDERSTAND THAT THESE PANELS ARE QUALITY MERCHANDISE WHICH MERIT CAUTIOUS CARE IN HANDLING. STAY WETL W THE cLEARaFLOADs _ — — — — UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY. PACKAGES OF SHEETS SHOULD SAFETY PRECAUTIDw _G ". BY aNY—.. BE LIFTED OFF THE TRUCK WITH EXTREME CARE TAKEN TO INSURE THAT NO DAMAGE OCCURS TO AN CLEa+ANo DEvs� FF—ETO RE£P Har1OB ENDS OF THE SHEETS OR TO SIDE RIBS. THE PACKAGES SHOULD BE STORED OFF THE GROUND MANTA'N A DRDENLY WDrB<a ANo FEET cLF•:nR oEA�ovR+c Loans SUFFICIENTLY HIGH ENOUGH TO ALLOW AIR CIRCULATION UNDERNEATH THE PACKAGES. THIS AVOIDS DETAIL'A' GROUND MOISTURE AND DETERS PEOPLE FROM WALKING ON THE PACKAGES. ONE END OF THE PACKAG SHOULD ALWAYS BE ELEVATED ABOVE THE LOWER END TO ENCOURAGE DRAINAGE IN CASE OF RAIN. RIGID FRAME PURLINS BLOCKING ALL METAL PANELS ARE SUBJECTTO SOME DEGREE TO LOCALIZED DISCOLORATION OR STAIN WHEN (TO PREVENT PURLINS WATER ISTHEIR NSAR XEROISES SvOpO V5 PACKAGE FROM OLL NG OVER EXTREME CION DUR NG FA R CATING AND SHIPPING OPERATIONS TO INSURE THAT ALL PANEL AUT UNDER WEIGHT OF STOCK IS KEPT DRY. HOWEVER, DUE TO CLIMATIC CONDITIONS, WATER FORMED BY CONDENSATION PANEL PACKAGE. ) OF HUMID AIR CAN BECOME TRAPPED BETWEEN STACKED SHEETS. WATER CAN ALSO BE TRAPPED BETWEEN THE STACKED SHEETS WHEN EXPOSED TO RAIN. THIS DISCOLORATION CAUSED BY TRAPPED PURLIN MOISTURE IS OFTEN CALLED WET STORAGE STAIN. THE 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 REMAIN ON THE PANELS. HOWEVER, MOISTURE ITER IN CONTACT WITH THE SURFACE OF THE PANELS OVER AN EXTENDED PERIOD CAN SEVERELY ATTACK DETAIL'A' THEIR FINISH AND REDUCE THEIR EFFECTIVE SERVICE LIFE. THEREFORE, IT IS IMPERATIVE THAT ALL TO FACILITATE THE HANDLING OF THE ROOF PANELS, PANEL BUNDLES CAN BE LIFTED PANELS BE INSPECTED FOR MOISTURE UPON RECEIPT OF THE ORDER. IF MOISTURE IS PRESENT, DRY AND PLACED ON THE ROOF IF LOCATED ATA RIGID FRAME AND WITH BLOCKING IN PLACE TO THE PANELS AT ONCE AND STORE IN A DRY, WARM PLACE, IF POSSIBLE. WOOD BLOCKING PREVENT THE PURLINS FROM ROLLING OVER DO NOT SLIDE BUNDLED PANELS ALONG ROOF WHEN HANDLING OR UNCRATING THE PANELS, LIFT, RATHER THAN SLIDE, THEM APART. BURRING FRAMING. WHEN LIFTING BUNDLED SHEETS, MAKE CERTAIN THAT THE BUNDLE IS ADEQUATELY EDGES MAY SCRATCH THE COATED SURFACES WHEN SHEETS ARE SLID OVER ONE ANOTHER. NEVER PANEL BUNDLE SUPPORTED. AS A RULE WHEN LIFTING, NO MORE THAN 1/3 OF THE LENGTH OF THE PANEL ALLOW PANELS TO BE WALKED ON WHILE ON THE GROUND. SHOULD BE LEFT UNSUPPORTED. ROUGH AND IMPROPER HANDLING OF PANELS IS INEXCUSABLE AND A PRIME EXAMPLE OF POOR JOB POLYETHYLENE OR TARPAULIN REFER TO ERECTION DRAWINGS FOR THE ROOF PANEL MARKINGS AND STAGE SUPERVISION. y BUNDLES ACCORDINGLY. THIS WILL MINIMIZE PANEL HANDLING AND SPEED THE ERECTION CAUTION: PANELS ARE SLIPPERY. OIL OR WAX THAT HAS BEEN USED ON THE ROOF AND WALL PROCEDURE. PANELS FOR PROTECTION AGAINST WEATHER DAMAGE WILL MAKE THEM AVERY SLIPPERY WALKING SURFACE. WIPE DRY ANY OILTHAT HAS PUDDLED FROM BUNDLES STORED ON A SLOPE. DEW, FROST OR OTHER FORMS OF MOISTURE GREATLY INCREASE THE SLIPPERINESS OF THE PANELS. PANEL STORAGE RC51 PANEL STORAGE ON ROOF RC54 PANEL STORAGE NOTES RC95 LOC SEW GA AA AA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial INOI RELEASE / REVISION I DWN: / CKD: ] ENGR1 DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE 11 DRAWING STATUS: FOR CONSTRUCTION THE REGISTERED PROFESSIONAL ENGINEER WHOSE SERLAPPEARS ON THESE DRAWINGS IS EMPLOYED BY HE MANUFACTURER AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. AMERICAN BUILDINGS JOB NUMBER: SHEET: A nucaa —1" M18JO140A SED -012 Marta NOTE: SEE APPROPRIATE EAVE DETAILS FOR MASTIC AND FASTENER LOCATION GUTTER CLIP COVER T TCGC (REQUIRED AT PAINTED ROOFS ONLY) GUTTER CL (C) SEE CHARTBELOW 3'O.C. PLACE IN FLAT OF PAN VA ROOF FASTENER( (A) SEE CHART BELOW GUTTE TGT1 GUTTER CLI GGA 3'-0' O.C. FACE OF FLASHING' ROOF FASTENERS) (B) SEE CHART BELOW ENSURE ATTACHMENT OF SCREW THROUGH EAVE SUPPORT TRIM TAPE MASTIC 3/4 TM 3' LENGTH (PLACE UNDER CLIP) ROOF PANEL —EAVESUPPP.RTTRIM OPTIONAL ROOF FASTENER(S) (A) SEE CHART BELOW MUST BE PRE-INSTALLED ROOF PANEL ROOF FASTENER (A ROOF FASTER () GUTTER CLIP (C 1 PER CLIP 1 PER CLITENP LOC SEAM (LOC) #14X1 #14X1 CGB_ STANDING SEAM (S2P, S ) #14X1 #14X1 CGB_ STANDARD GUTTER DETAIL AA ROOF PANEL I EAVE CLOSURE FLASHING WALL PANEL ULATION ULATION NOTE: SEE DETAIL EA26GA SAFETY PRECAIfHON NOT STEP ON PANELS UHDL NLLY SECURN WHH FASI£NEAS LOC SEAM PANEL ROOF TRIM FASTENERS) #14X1 TAPE MASTIC 314 TM CONTINUOUS EAVE CLOSURE FLASHINGI EAVE SUPPORT FLASHING TFEC_ �' �� TFSE WALL MAIN FASTENER(S) #12X1 114 1'0"O.C. WALL TRIM FASTENER(S) #14X3/4 1'-0' O.C. WALL PANEL FAVE STRUT STRUCTURAL FASTENER(S) 012X1 114 1'-0' O.C. OUTSIDE CLOSURE AOLI/AVPOILOAI REQUIRED IF ORDERED SECTION AT SIMPLE EAVE WITHOUT THERMAL BLOCK EA04 LOC SEAM ROOF / ARCHITECTURAL III, ARCHITECTURAL 'V* RIB OR LONG SPAN III WALLS GB EAVE CLOSURE FLASHING WALL FASTENER(S) #14X 314 V-0' O.C. EAVE SUPPORT FLASHING STRUCTURAL FASTENER #12X1 114 SDHH 1'-0' O.C. NOTE: EAVE SUPPORT FLASHING NOT REQUIRE AT LONG SPAN III ROOFS. EAVE SUPPORT FLASHING ATTACHMENT EA10 ARCHITECTURAL 116 ARCHITECTURAL -V- RIB OR LONG SPAN III WALL PANELS AA ALL ROOF PANELS STEP 1, SEE INSTRUCTION NO.5 STEP 2, SEE INSTRUCTION NO. 5 STEP 3, SEE INSTRUCTION NO. 6 SEE NOTE SEE NOTE SEE NOTE INSTRUCTIONS 1. PRIOR TO SHEETING THE ROOF OR WALL, THE STRUCTURAL FRAMING MUST BE SQUARE AND PLUMB. 2. BLOCK OR SUPPORT THE GIRTS AND EAVE STRUT TO PREVENT THE SUB FRAMING FROM SAGGING. BLOCKING MUST BE USED BETWEEN ENDWALL COLUMNS AND SIDEWALL COLUMNS AND SHOULD REMAIN IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED. 3, PLACE THE EAVE SUPPORT FLASHING ON THE EAVE STRUT, LEAVING AN 1 12' OPENING BETWEEN THE OUTSIDE FACE OF THE EAVE STRUT AND THE INSIDE OF THE EAVE SUPPORT FLASHING. (A2 X4 WORKS WELL TO OBTAIN THIS SPACE). THE 1112- OPENING WILL ACCOMMODATE THE ARCHITECTURAL 111, ARCHITECTURAL 'V' RIB OR LONG SPAN III WALL PANELS. AN OPENING OF 3 1/6' MUST BE MAINTAINED FOR SHADOW PANELS. SECURE THE EAVE SUPPORT FLASHING WITH #12 X 11/4" 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 EAVE CLOSURE FLASHING (TFEC,). EAVE CLOSURE IS HELD INPLACE BY ROOF FASTENERS AT EAVE AND MUST BE INSTALLED WITH ROOF PANEL. 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 EAVE STRUT AND SHOULD BE MEASURED AS REQUIRED BY THE ERECTION DRAWINGS. 5. WALL PANELS AND INSULATION MAY NOW BE INSTALLED" SECURE THE INSULATION TO THE FACE OF THE EAVE STRUT AND BASE ANGLE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. SLIDE THE WALL PANEL BETWEEN THE EAVE STRUT AND SAVE CLOSURE FLASHING, PLUMB THE PANEL AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED BELOW THE EAVE TRIM. 6. INSTALL THE PANEL CLOSURES AND SECURE THE EAVE CLOSURE FLASHING TO THE WALL PANELS. TAPE MASTIC 3/4 TM (CONTINUOUS) STRUCTURAL FASTENER(S) #12X1 114 1'-0' O.C. EAVE SUPPORT FLASHING CAULK (1/4'9 BEAD), SSCK-i 6' UP MALE RIB OF PANEL TAPE PAD 3 TP VERTICALLY UP AND OVER MALE RIB OF PANEL PANEL EAVE CLOSURE FLASHING "CRITICAL" EAVE SEALANT DETAIL EA26A GA sAFETYw�EuurIN DD NOT STEP ON PANETS UNER NLLY SECURED W RH FASTENERS. EAVE SUPPORT FLASHING STRUCTURAL FASTENER(S) #12X1 1/4 1'-0' O.C. EAVE STRUT INSTALL FASTENERS IN EXACT SEQUENCE SHOWN TO PREVENT PANEL BUCKLING. ROOF TRIM FASTENER(S) #14X1 CLAMP VERTICAL SEAM TO INSURE MASTIC ENGAGEMENTAND TO MAINTAIN MODULARITY UNTIL FASTENERS ARE INSTALLED. LOC SEAM PANEL EAVE CLOSURE FLASHING NOTE: WALL PANELS OMITTED FOR CLARITY. ROOF PANEL ATTACHMENT AT EAVE EA26 LOC SEAM ROOF GA NOTE: THE REG6TERED PROFESSIONAL SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN. SEE THE SHADOW ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED PANEL ERECTION DRAWINGS FOR FASTENER AND FLASHING DETAILS. ROOF SHEETING PRIOR TO WALL SHEETING INSTRUCTIONS EA11_ BY THE MANUFACTURER AA AND DOES Nor SERVE AS OR REPRESEWTHE PRO/ECT ENGINEER OF RECORD AND SHALL NDT BE CONSIDERED AS SUCH. DRAWING STATUS: Blair CargillPark FOR CONSTRUCTION 650Industrial Drive AMERICAN BUILDINGS SOFTWARE VERSIONS BIM: v22.2 Blair, NE 68008 ANUCOR ax�uN JOB NUMBER: : Weil Industrial M 18J 0140A RD -013 ---- M6 M F1 REVISION DWN: / CKD: ENGR DATE NO RELEASE / REVISION DWN: / CKD: ENGR DATE ICTION SB/SB 03/30/2018 sAFGrY H2ECAUTIDN WSULATpN HAB NOW LOAD BEARWG INSULATION "PIGTAIL' MASTIC TO JOIN CONTINUOUS SEALING RUN OF MASTIC UNDER sTaENCTH. NAWTAWBODYWEWHT EAVE SUPPORT FLASHING RAKE FLASHING oN APPacvm scuTGLnWC Da (BY OTHERS) SEcuHED auvE PANELS. STRUCTURAL FASTENER(S) TAPE MASTIC 3/4 TM (NOTE MASTIC LOCATION) ROOF TRIM FASTENER(S) (4) #14X1 SURF #12X1 114 1 b' O.C. SAVE CLOSURE FLASHING / FIELD CUT �\ 7" SECTION OF I Q I GUTTER TGT1 TAPE MASTIC WALL FASTENER(S) BAB -10.2 \\ \ TAPE II Iii �I EAVE CLOSURE FLASHING WALL FASTENER(S) MASTIC \\ / 4 TM �y I\ FSUPPORT FLASHING STRUCTURAL FASTENERS)) ILII #12X1 1/4 WALL PANEL WALL FASTENER(S) \\ ® OUTSIDE CLOSURE UNIVERSAL RAKE FLASHING \ � TRU1 \ as\\ REQUIRED IF ORDERED EAVE STRUT BLIND RIVET / PRIOR TO THE INSTALLATION OF THE FIRST ROOF PANEL, THE SIDEWALL AND ENDWALL SHEETING 1/4'0 URETHANE CAULK 111 118 RIVET SHOULD HAVE BEEN COMPLETED AND THE ROOF INSULATION STARTED. STARTA LINE OF GTS U (12) REQUIRED WALL PANEL 3/4'X3/16"TAPE MASTIC DOWN THE EAVES AS SHOWN ABOVE. LEAVE THE PAPER BACKING I ARCHITECTURAL III WALL PANEL ON THE TAPE UNTIL THE ROOF PANEL IS READY TO BE SECURED. SHOWN, OTHERS SIMILAR _ 114'0 URETHANE CAULK EAVE STRUT BLIND RIVET GTS 1/8 RIVET * SIMILARATCLEATEDEAVE MASTIC AND INSULATION APPLICATION AT EAVE EA28 UNIVERSAL RAKE FLASHING FL02 STANDARD GUTTER FL09 ALL ROOF PANELS AA AA OUTSIDE CLOSURE WITHOUT THERMAL SPACERS AB REQUIRED IF ORDERED REF. DETAILS FL06AA, RC35AAA 8 RC35WAA ROOF FLASHING LAPS AND END TRANSITIONS EXPOSED TO ROOF CONDITIONS 1. ROOF FLASHING LAPS SHALL BE SEALED WITH 314 X 3116 TAPE MASTIC (3/4 TM). 4. VALLEY GUTTER LAPS SHALL BE SEALED WITH 2 X 3116 TAPE MASTIC (2 TM) AND SHALL RA05 BE STITCHED WITH #14 ROOF FASTENERS 2" ON CENTER. QUANTITY WILL VARY WITH AA RAKE FLASHING 2. FIELD CUT FEB -10.2 BACKUP FLASHING TO REINFORCE FLASHING ENDLAPS AND GUTTER SIZE. EAVE CLOSURE FLASHING TRU1 TERMINATIONS. INSTALL FEB AS SHOWN IN CONNECTION DETAILS (INBOARD) OF ROOF PANEL MASTIC, CLOSURES AND SUPPORT MEMBERS. 5. PREDRILL 1/4'0 HOLES AT UPPER AND LOWER FLASHING FOR #14 FASTENERS. 2 Yf-Q (FIELD CUT) DO NOT PREDRILL FEB BACKUP FLASHING. EXTRA CARE SHOULD BE TAKEN: 6. FOR ROOF FLASHING LAPS NOT SHOWN IN DETAILS, THAT ARE EXPOSED TO ROOF URETHANE CAULK PURLIN DO NOT EXTEND FEB INTO THE MASTIC CONDITIONS, USE THE FOLLOWING AS A GUIDE: GTS \ DO NOT EXTEND FEB BEYOND THE BUILDING ENVELOPE • REINFORCE THE TOP SIDE OF ALL FLASHING END TRANSITIONS EXPOSED TO \ ROOF CONDITIONS USING #14 ROOF FASTENERS, 3' ON CENTER THROUGH FEB EXTENDED BEYOND THE BUILDING ENVELOPE INTERUPTS THE MASTIC AND FIELD CUT FEB -10.2 (AS SPACE ALLOWS) RAKE SUPPORT GASKET CREATED BY THE CONTINUOUS MASTIC APPLICATION. TAPE MASTIC FLASHING ADJUST FIELD CUT FEB LENGTHS AS REQUIRED, 3/4 TM RA01 AB RSF1 FLASHING LAPS NOT SHOWN AND NOT EXPOSED TO ROOF CONDITIONS WALL TRIM FASTENERS) #14X3/4 3. STANDARD FASTENER SPACING AS SHOWN ON CONNECTION DETAILS WILL NEEDTO 7. FOR FLASHING LAPS NOT SHOWN AND NOT EXPOSED TO ROOF CONDITIONS, USE THE VARY TO ENSURE A COMPLETE GASKET SEAL AT SOME LOCATIONS. FOLLOWING ASA GUIDE; \ \ BLIND RIVET INCLUDING (BUT NOT LIMITED TO) THE FOLLOWING. • USE 18 INCH BLIND RIVETS 3" ON CENTER \ \ 1/e RIVET WALL MAIN FASTENERS) • DECREASE STITCH FASTENER SPACING FROM 6' O.C. TOW O.C. AT FLASHING \ \ (3) PER LAP #72X1 1/4 LAPS AND TRANSITIONS. \ \ � WALL PANEL EXAMPLES: RIDGE FLASHING TO RAKE CAP GENERAL REQUIREMENTS HIP FLASHING TO TRCZ AT EAVE RIDGE CAP TO PEAK BOX 8. ALL FLASHING LAPS SHALL BE TWO INCHES. • AT ALL EXPOSED ROOF FLASHINGS ENDLAPS INSTALL STITCH FASTENER THROUGH THE UPPER FLASHING vz"FROM THE ENDLAP. FLASHING LAPS AND TRANSITIONS - GENERAL REQUIREMENTS FLO6 EAVE CLOSURE FLASHING FL14 UNIVERSAL RAKE DETAIL RA02 (SEE DETAIL RC35WAA) STANDARD FLASHING LAP AA LOC SEAM AND STANDING SEAM ROOF / ARCHITECTURAL 111, ARCHITECTURAL 'V* RIB OR LONG SPAN III ALLAA NO INSULATION BLANKET INSULATION BLANKET INSULATION AND THERMAL BLOCKS LOC SEAM LOC SEAM LOC SEAM R ANEL REL R MEL BLANKET BLANKET CONTINUOUS 112 X 21/2 EPS FOAM SPACER INSULATION INSULATION TAPE PURLINS AND RAKE ANGLE (GA -1) THERMAL BLOCK THERMAL BLOCKS ARE SHO MEL CLIP SHO ANEL CLIP TALL EL CLIP INSTALLED BETWEEN PURLIN L -1 PURLIN PURLIN EACH TALL PANEL CLIP L 1 L 2T AND CONTINUOUS AT RAKE ANGLE (GA--) THE REGISTEREDPROFESSIONAL ENGINEER WHOSE SEAL APPEARS LOC SEAM, UNINSULATED AND INSULATED ROOF IN03 ON THESE DRAWINGS IS EMPLOYED BY THEMANUFAMUR Loc SEAM GA AND DOES NOTSERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair 650 Industrial Park Drive FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v222 AMERICAN BUILDINGS Blair, NE 68008 JOB NUMBER: SHEET: e—.. a-1. Weitz Industrial NO RELEASE ! REVISION OWN: / CKD: ENGR DATE NO RELEASE / REVISION OWN: / CKD: ENGR DATE M 18J 0140A SED -014 M B M A 0 1FOR FINAL CONSTRUCTION SB/S13 03/30/2018 RAKE FLASHING ROOF TRIM FASTENER ) ROOF TSOLI Z ANGLE CLIP RIM FASTENER(S) #14X3/4 TRU1 IN TO PASSTHROUGH (1)PER PURLIN GUTTER ENDCAP (3)REQUIRED PURLIN OR GABLE ANGLE) INSTALLATION INSTRUCTIONS FOR FRAME BRACE CLIP CLFB FOR USE AT FABRIC AND METAL LINERS RAKE ENDC #14X1 6' O.C. TRUEC_ STEP 1: ALIGN WITH EAVES TAPE MASTIC RAKE FLASHING ATTACH ALL FRAME BRACES TO FRAMES AND PURLINS IN THE NORMAL MANNER AS BUILDING IS ERECTED USING 112'0 A325T BOLTS. INSTALL ALL NUTS SNUG BUT NOT FULLY TIGHTENED 1 314 TM AT EACH END OF FRAME BRACE. CORNER CAP B TCB_L STEP 2: ROOF PANEL A. AFTER BUILDING IS COMPLETE AND PLUMB AND BEFORE LINER IS INSTALLED DISCONNECT PURLINIGIRT END OF THE FRAME BRACES ONLY IN THE BAY WHERE THE LINER (FABRIC \ — OR METAL) IS TO BE INSTALLED. WHEN POSSIBLE LIMIT THE WORK AREA FROM RIDGE TO EAVE FOR EACH BAY. IF FRAME BRACE IS ATTACHED AT A PURLIN/GIRT ENDLAP, \ TAPE MASTIC REINSTALL THE LAP BOLT, SECURE WITH NUT AND FULLY TIGHTEN. GUTTE 314 TM — — — — — — — B. USING A 1/2'0 A325T BOLT, CONNECT FRAME BRACE TAB AT FREE END TO NUT ON BOTTOM LEG OF CLFB CLIP. URETHANE CAUL 114'0 BEAD \ URETHANE CAULK \ STRUCTURAL FASTENER(S) STEP 3: A. ROTATE CLFB CLIP IN MANNER THAT ALLOWS THE LONG LEG TO ATTACH TO THE PURLINIGIRT WEB. FRAME BRACE TAB WILL BE BEM AS REQUIRED. GTS 114'0 BEAD BLINK / I GTS #12X1 1/4 (2) PER CLIP B. POSITION THE CLFB CLIP SO THAT SHORT LEG IS FLUSH WITH THE INSIDE FLANGE OF PURLIN/GIRT. RNET \ (12) PER ENDCAP I RAKE SUPPORT FLASHING RAKE SUPPORT ANGLE RSA -1 STEP 4: A ATTACH CLFB CLIP TO PURLINIGIRT WEB USING (6) STRUCTURAL FASTENERS, #12X1 1/4 SDHH IN THE PRE -PUNCHED CLIP HOLES. I GABLE ANGLE BUILDING CORN BUILDING CORNER BLIND ftIV ( GA -1 (SEE NOTES) 118 RIVET (SEE NOTES) STRUCTURAL FASTENERS) AT THE TIME OF LINER (FABRIC OR METAL) INSTALLATION, TEMPORARILY DISCONNECT FRAME BRACES FROM THE CLFB CLIP ONLY NOTES: (10) PER CAP BOX #12X1 1!4 IN THE BAY WHERE THE LINER IS TO BE INSTALLED. WHEN POSSIBLE LIMIT THE WORK AREA FROM RIDGE TO EAVE FOR EACH BAY. (2) PER PURLIN 1. START AND STOP GUTTER AND RAKE FLASHING A DISCONNECT FRAME BRACE FROM THE CLFB CLIP BY REMOVING THE 1/2.0 A325T BOLT (DO NOT DISCARD BOLT). AT BUILDING CORNERS AND ALIGN WITH OUTSIDE I EDGE OF WALL PANEL AT CORNERS. PURLIN INSTALL LINER ACCORDING TO MANUFACTURERS INSTRUCTIONS. 2. THE FIRST 10 FEET OF THE RAKE FROM THE CORNER sAEETVPREcauraa. SHOULD BE TEMPORARILY ATTACHED TO ALLOW ADJUSTMENT woRxEas sxown PLwgvsw WALL PANEL NOT SHOWN B. REATTACH EACH FRAME BRACE TO THE CLFB CLIP IMMEDIATELY AFTER THE LINER INSTALLATION IS COMPLETE RE -USING THE 1/2'0 A325T BOLT. NOTE: 12'0 HOLE WHEN INSTALLING THE CORNER BOXES. PERMANENCY ATTACH cLovEs wxEN H,wotwc E FOR CLARITY IS REQUIRED IN FABRIC LINER AT BOLT LOCATION, SEE FOLLOWING INSTRUCTIONS FOR METAL LINER THE RAKE AFTER CORNER BOXES ARE INSTALLED. EOREACEB WITH SfiMP E- C. FULLY TIGHTEN THE BOLTS ON BOTH ENDS OF FRAME BRACE. D. SECURE ALL FRAME BRACES IN THE WORK AREA BEFORE PROCEEDING. CORNER CAP BOX INSTALLATION RA04 UNIVERSAL RAKE DETAIL RA05 TYPICAL, ALL ROOF PANEL TYPES AA EXPANDED VIEW OF RAKE CONNECTION AA INSTALLATION INSTRUCTIONS FOR LINER ON RETROFIT CONSTRUCTION #14 X 3/4' SCRIP (L3P HING RIDGE FLASHING END FOLLOW STEPS 2 AND 3 FROM THE'INSTALLATION INSTRUCTIONS FOR FRAME BRACE CLIP CLFB FOR USE AT FABRIC AND METAL LINERS' #14 X 1' SERECLCL & ER ECLCR (EXPANSION) pCppYVRRNETS __1778,,RNET (4) EACH SIDE OF OR VRECLCL 8 VRECLCR (VENTED (TYP) UNNERSAL RAKE TRIM NOTES: 1. IF BOLTS LOCATED IN THE WEB OF THE PURLINIGIRT INTERFERES WITH THE PLACEMENT OF A CLFB CLIP; A TEMPORARILY REMOVE ONLY THE INTERFERING BOLTS FROM THE PURLINIGIRT WEB. TRU1 B. ATTACH CLFB CLIP PER STEPS 3 AND 4 OF THE'INSTALLATION INSTRUCTIONS FOR FRAME BRACE CLIP CLFB FOR USE AT FABRIC AND METAL LINERS' C. DRILL 9116'DIAMETER HOLE THROUGH THE LONG LEG OF THE CLFB CLIP AT THE LOCATIONS OF THE REMOVED BOLTS. SEE SECTION AA APPLY URETHANE CAULK \D. REINSTALL THE REMOVED BOLTS AT THEIR ORIGINAL LOCATION AND FULLY TIGHTEN. \ ALL AROUND KUP FIASIANG eE \ 1/408EAD 2. IF A PRE -PUNCHED HOLE IN THE CLFB CLIP ALIGNS WITH A PURLINIGIRT WEB HOLE: D CUT FROM FEB -10.2 LOCSEAM ROOF \ GTS A RELOCATE THE FASTENER AS CLOSE AS POSSIBLE TO RS DESIGNATED LOCATION. RC335A DR RC33GA) 314'%AROUND ENDCAPSEE SECTION AA /POSSIBLE (�')DONT TO THE UNUSABLE PRE -PUNCHED HOLE. CUB. ALL CLFB CLIPS MUST BE ATTACHED TO PURLINIGIRT WEB WITH (6) STRUCTURAL FASTENERS. TOP TABOF ENDCAP/ADDITIONAL STEPS REQUIRED FOR METAL LINER PANELS S CAUL O(2)ROWS ENDCAP BETWEEN TABS AND 314'"PITH \ (TYp,) ERECLSL&ERECLSft (EXPANSION) RIVET TOGETHER \ \ 1. MARK AND PRE -DRILL 9116' DIAMETER HOLES IN METAL LINER PANEL TO BE INSTALLED AT FRAME BRACE ATTACHMENTS TO THE CLFB CLIPS. 2 LONG SPAN III ROOFOR WITH(2)118 RNET VRECLSL & VRECLSR (VENTED) 2. IF FRAME BRACE ATTACHMENT HOLES ARE LOCATED AT MAJOR RIBS OF THE METAL LINER PANEL; A CUT THE MAJOR RIB AS REQUIRED AND DRILL 9116' DIAMETER HOLE (IF NECESSARY)TO ACCOMMODATE THE FRAME BRACE ATTACHMENT TO THE CLFB CLIP. SEE SECTION I I ' \ \ 3. MAKE COSMETIC REPAIRS TO METAL LINER AS NEEDED. ' ` \ \ \ RAKEENDCAP RIDGE FLASHING ENDCAP \ TRUEC_ ERECSSL & ERECSSR (EXPANSION) SECTION'AA' \ PART "A" OR CUT & TAB LEFT & RIGHT VRECSSL&VRECSSR (VENTED) RIDGEENDCAPTO RAKE ENDCAP \ TRUEC_ STANDING SEAM ROOF MATCH ROOF SLOPE PART '11' INSTALLATION INSTRUCTIONS FOR FRAME BRACE TO CLFB CLIP LP44 RIDGE FLASHING ENDCAP INSTALLATION RA14 UNIVERSAL RAKE ENDCAP INSTALLATION RA70 STANDING SEAM ROOF, LONG SPAN III & LOC SEAM AA LEFT HAND SHOWN AA FOR FABRIC OR METAL LINER AA LOC SEAM PANEL STRUCTURAL FASTENER(S) 412X1 1/4 SDHH FACTORY APPLIED MASTIC ROOF FASTENER (2) PER CLIP LOC SEAM PANEL (SEE DETAIL EA26GA) (FEMALE LEG) _$ OPJ SLIP ANGLE CLIP PANEL CLIP PURLIN RAKE SUPPORT ANGLE LOC SEAM PANEL EAVE CLOSURE FLASHING EAVE LAS SUPPORT FLASHING 6 <JO�� SAVE STRUT LOC SEAM PANEL PURLIN (MALE LEG) AFTER INSULATION IS IN PLACE ALIGN RAKE SUPPORT ANGLE (RSA -1) WITH RAKE GABLE PURLIN ANGLE. HOOK SLIP ANGLE CLIP (CL -21) OVER VERTICAL LEG OF RAKE SUPPORT ANGLE AND ATTACH SLIP ANGLE CLIP TO GABLE ANGLE AT EACH PURLIN LOCATION AS SHOWN. PRE -PLAN STARTING AND FINISHING PANEL CUTS SO THAT A 6' MINIMUM PANEL FLAT IS 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 HOOK TAB OF CLIP OVER MALE LEG OF PANEL AND ROTATE DOWN INTO POSITION. SECURE OF THE EAVE STRUT (A STRING LINE EXTENDED OUT FROM THE EAVE STRUT WILL HELP THE CLIP TO THE PURLIN WITH TWO STRUCTURAL FASTENERS. A GAUGE SHOULD BE USED KEEP THE PANEL OVERHANG STRAIGHT). REMOVE PAPER BACKING FROM APPROXIMATELY TO MAINTAIN PANEL MODULE. 2 FEET OF EAVE MASTIC AND INSTALL ACCORDINGLY. THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS E EMPLOYED DETAIL AT SIDELAP RC01 FIRST PANEL INSTALLATION (UNIVERSAL RAKE) RC11TYPICAL CLIP ATTACHMENT TO PURLIN RC17 LOC SEAM GA LOC SFAM GA LOC SEAM GA ANDDOAANOTACNRER ANO DOES NOT SERVE AS OR REPRESE W THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: l BIBIf Cargill FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Blair, NE 68008 JOB NUMBER: SHEET: a nuooEa a �,.vv Weitz Industrial NO RELEASE / REVISION DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE M 18JO 140A SED -015 M B M A 0 FOR FINAL CONSTRUCTION SB/SB 1 103/30/20181 VARIES FACTORY APPLIED MASTIC BRACE CLIP LOCSEAM PANEL CLIP FRAME BRACE CLFB [FRAME FB_ STANDARD LOCATION STRUCTURAL FASTENER(S) #12X1 114 SDHH LOC SEAM PANEL LOC SEAM (2) PER CLIP LOC SEAM PANEL ° (MALE RIB) PANEL CLIP (FEMALE RIB) LOC BEAM PANEL PANEL A (MALE RIB) ULOCSEAM PURLIN PURLIN_\ e LOC SEAM PANEL CLIP PURLIN — — — — — — — — — — — — — — — — —�� 1/2X1 114 A325T17 T / FIGURE 1 FIGURE 2 — — — — — — — — — / REMOVE FRAME BRACE BOLT AT PURLI WGIRT. 112X1 114 A325T/ ATTACH CLFB TO FRAME BRACE 1/2 HVHX NUT STRUCTURAL FASTENERS) FRAME BRACE AT END HOLE, AS SHOWN INSTALLATION OF SUCCEEDING PANELS BEGINS BY INSTALLING THE PANEL CLIP OVER THE #12X1 1/4 SDHH FB ROTATE FRAME BRACE TO CLEAR CONNECTION LEADING OR MALE RIB OF THE PRECEDING PANELAS SHOWN IN FIGURE 1 ABOVE. MAKE (2) PER CLIP INSTALLED AT STANDARD LOCATION SURE THAT THE CLIP IS INSTALLED PROPERLY AS SHOWN IN FIGURE 2. THE SLIDING TAB BOLTS AND NUTS, SNUG REINSTALL BOLT AT PURLIN/GIRT LAP IS CENTERED BEFORE ATTACHING THE CLIP. SECURE THE CLIP TO THE PURLIN WITH TWO BUT NOT TIGHTENED STRUCTURAL FASTENERS. INSULATION NOT SHOWN FOR CLARITY. ATTACH ALL FRAME BRACES TO FRAMES AND PURLINS AS BUILDING IS ERECTED INSTALL ALL CLFB CLIPS (AFTER COMPLETE BUILDING IS PLUMB AND USING 112'0 A325T BOLTS. IN NUTS SNUG BUT NOT TIGHTENED AT BEFORE THE LINER IS INSTALLED). EACH END OF FRAME BRACE. PANEL CLIP INSTALLATION RC1 8 _ DETAIL AT PANEL CLIP RC19A___ STEP 1 STEP 2 LOC SEAM PANEL GA LOC SEAM 360 PANEL ONLY I GA TAPE MASTIC NOTE: FILL VOID IN RIDGE CAP WITH INSU ION 2TM TAPE MASTIC (MARRY WITH CONTINUOUS STRUCTURAL FASTENER(S)(CONTINUOUS) 3/4 TM I 314' MASTIC) FRAME BRACE FB_ (6)#12X1 V4 SDHH �.p (SEE SECTION -A-) I STANDARD LOCATION I O�+P ROOF TRIM FASTENER(S) RIDGE F ASHIN RCLS_ 6, O.C. • RIDGE CLOSURE ZEE 8 J COVER FLASHING ) TO TAPE MASTIC TAPE TI y4 TM — — — — — — — — REQUIRED ON PAINED ROOFS ONLY 3/4 314 TM (CONTINUOUS) — — — — — (CONTINUOUS) RIDGE CLOSURE ZEEEECZ SEE ROOF FLUSH �_ PANEL LAYOUT ADDED ADDED ROOF TRIM FASTENER(S) FRAME BRACE CLIP FRAME BRACE CLIP TAPE MASTIC #14X1 LOC 5 CLFB CLFB 2TM (1) EACH END LAP PANEL RIDGE CLOSURE ZEE (CONTINUOUS) TRCZ (Yd TU ON PAINTED TM ROOFS) SEE RC31GA —�3/4 TRCZ TRCZ TL1 FRAME BRACE ROTATE FRAME BRACE ASSEMBLY FRAME BRACE REQUIRED ONLY ON BUM CAULK PAINTED ROOFS TAPE MASTIC (CONTINUOUS) 2TM FB-_ UNTIL CLFB IS FLUSH WITH INSIDE FB-_ ATTACH CLFB TO PURLIN/GIRT AT THE SSCK-1 2 ROOF TRIM FASTENER(S) RELOCATED FOR LINER FLANGE OF PURLINIGIRT, BENDING TAB RELOCATED FOR LINER CLIPS (6)PRE-DRILLED HOLES sASETV PREUYffnN (CONTINUOUS) 2TM #14X1 SDRF END OF FRAME BRACE AS REQUIRED D�HaE fuw+ac x 1/4"o (5) PER PANEL SECTION'A' SECTION "A' STEP 3 STEP 4 (WITHTLI) (WITHOUTTLt) FRAME BRACE CONNECTION WITH CLFB LP45 RIDGE / HIP CLOSURE LAP DETAIL RC31_ EXPANSION RIDGE DETAIL RC32 LOC SEAM ROOF GA LOC SEAM GA ALTERNATE FRAME BRACE CONNECTION WITH FABRIC OR METAL LINER AA REF. DETAIL RC3IGA, RC3SGA, RC33SA 8 RG306A sA�TY PREcauroN W NOT STEP OR WALR _`(j� ROOF TRIM FASTENER(S) LOC SEAM PANEL oN ancEfLASHHc QJ ROOF FASTENER(S) #14X_ SE FASTENERS) 31 3NtA #101 OTHERWISE NOTED) C ' (UNLESS r�-C BUM CALK 0. 3NL0. SSCK-1 UPPER ROOF FLASHING TAPE MASTIC 1/4.0 BEAD, 314 TM APPLY B' DOWN PIECE'S' TOP OF MALE RIB .t 2 LOWER ROOF FLASHING 3 PIECE "A' I 4 TAPE MASTIC PAD DETAIL'S' S 3TP 1 BUM CAULKI I P I SSCK-1 I '(SOa' 110 1/4'0 BEAD 9 BACKUP FLASHING 314 TM FEB-10.2 APPLY 8' DOWN I TO TOP OF MALE RIB REQUIRED ON FIELD CUT TO LENGTH TRCZ PAINTED ROOFS LENGTH REQUIREMENT DETAILS 1• I I V LOC SEAM PANEL LOC SEAM PANEL RIDGEIHIP; RC33_A BUiYLCALK TM �2 RAKEMIGH SIDE LAVE; FLO A 2. LAP 1/4.0 BEADSSCK-1' INSTALL FASTENERS IN EXACT SHOWN TO PREVENT CONTINUOUS SECTION'A' PANEL BSEQUENCE HOLES MUST BE DRILLED PRIOR TO APPLYING MASTIC. PANEL BUCKLING. TEMPORARILY LAP PIECE'B' OVER PIECE'A'. PRE-DRILL THE REQUIRED NUMBER OF 1/4'0 TAPE MASTIC PAD HOLES THROUGH BOTH'A' 8'B" PIECES OF ROOF FLASHING BUT NOT BACKUP FLASHING. 3 TP CAULKING AT THE PANEL SIDELAP AS SHOWN IN DETAIL'B' ABOVE IS CRITICALTO ENSURE SLIDE PIECE *B* BACK AND APPLY TAPE MASTIC AND BACKUP FLASHING ON PIECE "A' AS SHOWN. W EATHERTIGHTNESS. CLAMP VERTICAL SEAM OF PANEL TO INSURE MASTIC ENGAGEMENT AND TO LAP PIECE'e' OVER PIECE'A' BEING CAREFUL TO ALIGN HOLES. INSTALL ROOF FASTENERS AS MAINTAIN MODULARITY UNTIL FASTENERS ARE INSTALLED. POSITION RIDGE CLOSURE ZEE ONTO PANEL ENDS HOLDING IN PLACE WITH C-CLAMPS. ATTACH WITH #14 ROOF FASTENERS AS SHOWN. THE REGISTEREDPROFES ZONAL SHOWN. CONTINUE PROCESS ALONG ROOF CONDITION. COMPLETE SEAM WITH HAND SEAMER ENGINEER WHOSE SEAL APPEARS SECTION THROUGH ROOF FLASHING LAP RC35A "CRITICAL" RIDGE/HIP/HIGH SIDE SEALANT DETAIL RC35A ROOF PANEL AT RIDGE/HIGHSIDE RC35 ON THE NGSISEMPLOYED BY THE MANUfACFUREa ANUFA AA I GA LOC SEAM ROOF GA ANODOESNOTSERVEAS OR REPRESENT THE PROJECT ENGINEER Of RECORD AND SNAIL NDT RE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair Cargill Blair FOR CONSTRUCTION 650 du Park Drive SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Blair, 68008 JOB NUMBER: SHEET: nrtiuearak �u;; Weitz Industrial IN01 RELEASE / REVISION I DWN: / CKD: I ENGRI DATE IN01 RELEASE / REVISION I DWN: / CKD: FENGRI DATE M 18J 0140A SED-016 MB M R 0 FOR FINAL CONSTRUCTION SB/SB 03/30/2018 g• CUT AND TAB TLt AT RAKE FLASHING PREroN E ExrRe.� camon WHEN woaxmc ATTHE Eavt=OE aaoE WORKING CAULK BETWEEN AND BEHIND STEEOINTL 6' AT TOP OF TABS, TRCZ AND RAKE FLASHING ' LOC SEAM 360 PANEL SEAMIER 7RC2 j ROOF TRIM FASTENER(S) DTAB ROOF PAN'Z�-E J ! I #14X_ ASHING 1 3/4' I .� 2 1/2' WEENLOC DTRCZUPPER SEAM 360 PANELS ROOF FLASHING RAKE FLASHI LOWER ROOF FLASHING STEP1 TO HOLD IN PLACE 1 FOR FASTENER ATTACHMENTOF 1 ) RAKE CAP 1 I I I In preparation of the seaming operation, all construction debris shouts mf D.removed fmm the f to prevent machine damage andfor mof damage. I !� Alala constant check for proper seaming of the roof panels. Me, I I I ALL FLASHING EXPOSED TO ROOF CONDITIONS REQUIRE A FASTENER LOCATED 2 1/2" FROM THE EDGE OF THE UPPER FLASHING, AS SHOWN ABOVE, TO ENSURE A POSITIVE SEAL AT ENDLAPS. I I FASTENERS) -RIVET (1/8'RIVET) I /1 I I I 1 IF OUTSIDE THE TRCZ I STANDARD FASTENER SPACING FOR FLASHING CONNECTION, TYPICALLY 6.O.C., REFER TO THE OWNER'S MANUAL INCLUDED WITH THE LOC -SEAM EL CTRL 1 I I SCREW (#14 x1 SDRF) MAY RESULT NFASTENER SPACING ATENDIAPSEXCEEDING THE 2112'. 1 RIDGE FLASH] II IF INSIDE THE TRCZ (2) REQUIRED \ \ ADD FASTENERS OR REDUCE SPACING AS REQUIRED AT ENDLAPS. SEAMER FOR SAFE AND PRACTICAL SEAMING INSTRUCTIONS ( 1 RCLS_ \ M RAKE CAP 1r EXPOSED ROOF FLASHING FASTENER REQUIREMENT FR—C-3-5—W--1 LOC SEAM 360 PANEL ELECTRIC SEAMER SEAMING DETAIL RC36A I I AA GA INSIDE OF RAKE FLASHING I NOTCH BACKER PLATE I ( ROOF TRIM FASTENER(S) STEP 2 ATT I I I #14X1 i I (12) REQUIRED LOC -SEAM 360 ROOF SYSTEM HAS SIDELAP RIBS WHICH ENGAGE WITH THE ADJACENT PANEL ( I 11 I sAFEry w+EcwTnN 1 ROOF TRIM FASTENER TO FORM A TIGHT PENETRATION FREE CONNECTION. THE PANEL IS ATTACHED TO THE SUPPORT II I 1 w NDrsrev oR wax I ON ROGEFLASHNG. #14X1 FRAMING BY A SPECIAL LOC SEAM PANEL CLIP WHICH IS INTERLOCKED WITHIN THE RIB AND ROOF TRIM FASTENER(S) (�') FASTENED TO THE PURLIN WITH A SELF -DRILLING FASTENER THE PROPER INSTALLATION OF TAPE MASTIC 3/ BACKUP FLASHING FIELD CUT 18' I I I #14X1 6"O.0 THE PANEL WILL REQUIRE SEAMERS AND TOOLS SPECIALLY DESIGNED FOR THIS PURPOSE. ALONG TOP OF EAC FROM FEB -1D.2 (SEE RC33SA FOR (10)REQUIRED SIDE OF RAKE CA AND ALONG BACK.L G SUITINGAND BENDINGOF 1 6 BACKUPFLASHING) I I RIDGE ENDCAP /\ ERECLCL S ERECLCR b S7R P3SPIIC 12 (SEE RAI4AA) I BOTH SIDES OF RIDGE ON I 6 �c BACKER PLATE TAPE MASTIC 3! ' (2) RUNS UNDER RIDGE END CAP ROOF TRIM FASTENERS) #14X1 (8) REQUIRED 6 �N 'SAGA FO y0t$ ti is • STEP 4 � • ' PANEL ELECTRIC SEAMER ' CRIMPING TOOL ' HAND SEAMER/ HEMMING TOOL \ • DETAIL RC36AGA (CLIP SEAMER) SEAM STARTER ET-RPHT \ RAKE CAP ♦ DETAIL RC68GA DETAIL RC68AGA DETAIL RC12GA \ TRCU_ • BLIND RIVET `AVAILABLE FOR PURCHASE OR RENTALTHROUGH; 118 RIVET • ROOF TRIM FASTENER(S) WALL TRIM FASTENER(F>),-� (12) REQUIRED • #14X1 SDRF D.I. ROOF SFAMEftS #14X314 5) PER PANEL 915 HIGHWAY 45 (3) REQUIRED( STEP 3 • CORINTH, MS 38834 Ba8.343.D456 LOC SEAM PANEL WWW.EAGLESEAMERS.COM UNIVERSAL RAKE CAP INSTALLATION RA03 EXPANSION RIDGE FLASHING ATTACHMENT RC39 LOC -SEAM 360 ERECTION TOOLS RC62A LOC SEAM ROOF (EXPANSION RIDGE) GA LOC SEAM GA LOC SEAM 36D PANEL GA REF. DETAILS RC35GA 8RC35WAA ROLL DEscaerloN .1.xlsrRucruRAL PRE E.ESELF pa ASHEHEX HEAD FASTENER YlaHLNASHER NARK NO. #10i SDRF APPLICATION FORRODFPANELAND—NG CONNECTIONSTHAT U{. nc AN 16GA 23/8' 31/2° � OR 16GA FASTENER BASE FOR A SECURE WEA—TIGHT DEscaPr%>N ATTACF-mr. � HAND SEAMER/SEAM STARTER 2 V2'—Mg LSEC-1 LSEC-2T(USE WITH THERMAL BLOCK; T82T or TB3T) 112'X21/2'x50''-0'EPS, FOAM SPACERTAPE DR41AiG CARBON STEEL NIX HFAD �rNio Nw11rr1wlHs SH. FOR USE AT UNINSULATED RDOFS APPLICATKkI CLIP ATTACHMENT GABLE ANGtE—c—Nr-p—S, ICE 65NOW EAVE FIASHNGAT—HVENT SECONDARY MATE IAL (2)FASTENERS PND CLm AnacH%�Nr. THICKNESS REQUIRED DEscasrwN 1 2 16 GA -12 GA #12 X 1 1/4 SDHH DEsua�vrwH #11X11 IR R 11 GA -114' #12X11/4 SDHHT4 -N sEtP DReLmc srEEL nEx HEAn cLReoN MARK NO. HAIRNET NO 1 >1/4'-112° #12X11/2 SDHHT5 FASTENER—TWASHER 6WYK No .1.1 11 aDHHr6 APRIrAT%NI P➢PLICATKIN FL45NNG IPPS AND FWSHNO 1. (STEFLTHOMNESSESGRFATFATHAN I2GA AHDUPTO AND-LODNG 1? GAatEANGtEAFTAc1U-NT TO JOSTS TOPWtELCONNEC—S Shown above is the Hand Seamer tool. This tool Is used at different locations prior to electorally seaming the roof. AND CUP ATTACM.ffTtT. PHASE 1- 90° BEND p PHASE 2-360°BEND , THERMAL BLOCK LAP STIFFENER 3, TB2TORTB3T LSLS-1 (16' PANEL) REFER TO THE OWNER'S MANUAL INCLUDED WITH THE LOC -SEAM /LOC SEAM 3 0 PANEL LSLS-2 (12' PANEL) HAND SEAMER / SEAM STARTER FOR SAFE AND PRACTICAL SEAMING INST U TIONS LOC SEAM PANELS IN GENERAL ARE KNOWN FOR THEIR TENDENCY TO RUMBLE IN HIGH WINDS IF INSULATION IS NOT USED. THE 12 X 212 EPS FOAM SPACER STRIP SHOULD THE REGISTERED PROFESSIONAL BE USED ALONG THE ROOF PURLINS WHENEVER INSULATION IS NOT REQUIRED IN THE ENGINEER WHOSE SEAL APPEARS ROOF SYSTEM BASIC PARTS AND PIECES RC61 LOC SEAM / LOC SEAM 360 PANEL HAND SEAMER TOOL RC68A ON THESE DPA\VING515 EMPLOYED O TNESEDRAMA LNG IR LOC SEAM ROOF GA GA AND DOES NOTSERVE AS OR REPRESEWTHE PROJECT ENGINEER OF RECORD AND SMALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair FOR CONSTRUCTION 650 Industrial Park Drive Blair, NE 68008 SOFTWARE VERSIONS BIM: v222 AMERICAN BUILDINGS JOB NUMBER: SHEET: NO RELEASE / REVISION DWN: I CKD: ENGR DATE NO RELEASE / REVISION Arvuco.. ceL4ury Weitz Industrial DWN: / CKD: ENGR DATE M 18J 0140A SED -017 M B M A 0 FOR FINAL CONSTRUCTION SB/SB 03/30/2018 SAFETY PRECAUTION eAFErY PPECALNION WNOT STEP ON PANELS pO NOT STEP ON RR DF LONG SPAN 111, PANEL IDENTIFICATION MARK NUMBER NOTE: sAFEry PRECAUTIWI , . PANELS ARE DIMPLED AT BOTH DON.-TSION as OF ENDS. DIMPLES ARE USED FOR PA ALwayssrEr ory PANEL EN LOCATIONS AT THE FLAT suRFACE PANEL ENDLAPS ONLY. LOC SEAM PANEL IDENTIFICATION MARK NUMBER EXAMPLES Lc z a.o-� L G T T 36'n -IH En TM OImI FULLYSECUREOWRH FasrENEns PANEL. aLwars sTEa ON FLAT suRFacE. EXAMPLE L3P 24 30.0 30'-0' LENGTH 11 L GAGE L� vrocsEan# PANEL 24 GAGE (22, 24, 26, 8 29 GAGE AVAILABLE) G FACTORY AP MASTIC vrtlFwuTsvaGEm�oTCN 72' PANEL MARKINGS MDE—TAIL-A,DETAIL'S" LONG SPAN III LG 61 1 I I ' O" Y Y V 3a'-0'IN LE -� 30'-0' IN lEM1G1H 11' II NGTN GAGE R4 GAGE 6' VIDE `b' WFDE IOGSEPAI PANEL OGSEAMPPhEL YlIINOIfr SWAGErt:OTQ1 1YnHlM SWAGEi}:OTp1 ERECTION OF THE LONG SPAN PANEL REQUIRES THAT THE PROPER DIRECTION OF ITS APPLICATION BE MADE. THE DESIGN OF THE PANEL INCORPORATES A BEARING LEG INTO ITS LEADING EDGE MALE EDGE DETAIL "A' DETAIL'B" FEMALE EDGE LOC SEAM ROOF PANEL 16' PANEL MARKINGS - LONG SPAN III PANEL WHICH PROVIDES SUPPORT FOR PROPER NESTING OF THE OVERLAPPING RIB OF THE NEXT PANEL. THE INSTALLATION OF THE PANELS (SHOWN AT LEFT) PROCEEDS FROM LEFT TO RIGHT. HOWEVER, UNLESS FIELD CIRCUMSTANCES DICTATE OTHERWISE, INSTALLATION OF PANELS CAN PROCEED FROM DETAIL'A' DETAIL'B' LOC -SEAM PANELS MAY BE DELIVERED WITH TWO DIFFERENT MARKING PREFIXES. PANELS MARKED AS LC WILL NOT BE SWAGED AND NOTCHED AND WILL BE THE SAVE PANEL OF ANYSINGLE OR MULTI -PANEL RUN. PANELS MARKED LL WILL BE EITHER LEFT TO RIGHT OR RIGHT TO LEFT AS LONG AS THE OVERLAPPING RIB IS LAPPED OVER SWAGED AND NOTCHED FOR PANEL ENDLAPS ON THE LOWER END, AND WILL BE OUTSIDE OVERLAPPING RIB THE BEARING RIB. RIDGE THE RIDGE PANEL OR THE INTERMEDIATE PANEL OF MULTI -PANEL RUNS. THESE PANELS WILL BE LOCATED ON EITHER SIDE OF THE RIDGE RESPECTIVELY. (THIS RIB OVER PRECEEDING PANEL) \ NOTE: LC LL NOTE: ALUMINUM -COATED PANELS ARE SUBJECT TO STAINING DUE TO RESIDUE FROM BARE HANDS. ALUMINUM -COATED PANELS ARE SUBJECT STAINING DUE TO RESIDUE FROM BARE HANDS. / \ 1 _ ALUMINUM -COATED LINER PANELS THAT INCLUDE AN ACRYLIC FINISH DO HAVE ADDITIONAL PROTEC- TION, BUT IT IS LIMITED AND DETERIORATES INA RELATIVELY SHORTTIME MAKING THAT PANEL ALSO EAVE LI U ALUMINUM COATED LINER PANELS THAT INCLUDE EL ACHOLIC TIME M KI HAVE ADDITIONAL PROTECTION, BUT ITIS LIMITED AND DETERIORATES INA RELATIVELY SHORT TIME MAKING THAT PANEL ALSO BEARING LEG BEARING LEG (BEARING LEG GIVES SUPPORT TO SIDELAP) SUBJECTTO STAINING FROM BARE HANDS. IT IS RECOMMENDED THAT GLOVES BE USED FOR ALL HANDLING OF BOTH PRODUCTS AND THAT APPLICATION OF THESE PRODUCTS BE LIMITED TO AREAS NOT EXPOSED TO TOUCH. - FEMALE MALE EDGE EDGE TYPES OF LOC SEAM PANELS BUTTO STAINING FROM BARE HANDS. IT A RECOMMENDED THAT GLOVES BE USED FOR ALL HANDLING OF BOTH PRODUCTS AND THAT APPLICATION OF THESE PRODUCTS BE LIMITED TO AREAS NOT EXPOSED TO TOUCH. DETAIL'A' DETAIL 'B" PANEL MARKING AND SIDELAP DETAILS RC63 LC-UNNOTCHED, LOCATED ON EITHER SIDE OF RIDGE LL -SWAGED AND NOTCHEDFOR PANEL LAP, LOCATED PANEL MARKING AND NOTCHING RC63 SIDELAP DETAIL LONG SPAN III BB ON EITHER SIDE OF RIDGE LOC SEAM (12" 816' PANEL WIDTHS) GA 12' WIDE PANELS ARE NOT SWAGED. SAFETY PPECAUTIOH A CONSTAtR V/ORKEAB BHOIRD MANrAN AWARENESSOFLOCATIONW RELATION TO THERCERO OF EDGE WFfrtl USNGTHEVPAUUBSENI-rvGTOOtb. ERECTION NOTES: RIGHT GABLE BUILDINGS WITHOUT PANEL ENDLAPS CAN BE SHEETED SIMULTANEOUSLY FROM PURLUI SLoucvlG LLYPCALI EITHER END OF THE BUILDING. HOWEVER, IF THE BUILDING HAS PANEL ENDLAPS, THE ROOF MUST BE SHEETED RIGHTTO LEFT LOOKING UP THE SLOPE AS INDICATED ON THE LOC SEAM I LOC SEAM 360 CLIP SEAMIER 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 S9F°� N° bti LEFT BUILDING ERECTION DRAWINGS. AFTER THE SHEETING DIRECTION HAS BEEN DETERMINED, PANELS MARKED LC ARE FOR SINGULAR PANEL RUNS OR EAVE PANELS. PANELS MARKED LL ARE RIDGE PANELS AND ANY OTHER PANELS ABOVE THE EAVE PANEL IN A MULTI -PANEL RUN. THE CROSS SECTION FRAMING SHEET OF THE ERECTION DRAWINGS SHOWS THE PANEL LAYOUT AND LENGTH. ENSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE EAVE. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. ADDITIONAL ATTACHMENTS (BY OTHERS) MAY BE REQUIRED. 3. ALL EXPOSED FASTENERS SHOULD PENETRATE THE SEALANT FOR THE MOST PANEL CLIP LOC SEAM PANEL WEATHER TIGHT CONNECTION IN ROOF AND WALL AREAS WHERE APPLICABLE. LEFT 4. WHEN FIELD CUTTING PANELS OR TRIM DO NOT USE ABRASIVE SAWS OR OTHER CUTTING METHODS WHICH PRODUCE HOT METAL PARTICLES OR BURN THE CUT EDGES. s s THE SHEETING SEQUENCE FOR THE LOC -SEAM PANELS IS AS INDICATED AT LEFT. PLEASE THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY v 4 '0jo ' 6 �W B °o PANELS a NOTE THE PLACEMENT OF THE PANELS BY CIRCLED NUMBERS. THIS IS A SUGGESTED SEQUENCE, HOWEVER ALTERNATE SEQUENCES MAY BE CONSIDERED. THE UPPER PANEL OF AN ENDLAP (MARKED LL) WILL BE SWAGED AND NOTCHED ON THE STRUCTURAL FASTENER PURLIN #12X1 114 SDHH (2) PER CLIP DETAIL'A' DETAIL "A' WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOTMETAL PARTICLES OR BURNED EDGES. e� 9Y LOWER END FOR LAPPING PURPOSES. ENDLAPS OF ADJACENT PANELS ARE STAGGERED WITH THE INITIAL PANEL ENDLAP. SEAMING DETAIL AT PANEL CLIP RIGHT WALL PANELS OMn"TED FOR CLnanv. Shown above Is the appikaton of the Loc Seam I Loc Seam 360 Gip Seamer ENDWALL THIS TOOL MUST BE USED AT ALL CLIP LOCATIONS P IOR TO pANELB LD ELECTRICALLY SEAMING THE ROOF. LOC SEAM / LOC SEAM 360 CLIP SEAMER RC68 DIRECTION OF ROOF PANEL ERECTION RC64A ERECTION NOTES GA LONG SPAN III BA LOC SEAM 360 PANEL ONLY GA ERECTION NOTES: 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 ENSURE A GOOD SEALING SURFACE AND IMPROVE WEATHER TIGHTNESS. 2. THE BLANKET INSULATION MANUFACTURER RECOMMENDS THAT DOUBLE SIDED TAPE BE USED TO SECURE THE INSULATION TO THE SAVE. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR THE INSTALLATION OR ATTACHMENT OF THE INSULATION. 3. DO NOT USE THE DIMPLES IN THE END OF THE PANELS TO LOCATE FASTENERS AT THE SAVE. DIMPLES ARE FOR THE FASTENERS AT THE PANEL ENDLAPS ONLY. 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. THESE METHODS WILL DAMAGE THE PAINTED AND GALVALUME FINISH AND VOID ANY WARRANTIES. USE DOUBLE CUT SHEARS, NIBBLERS OR OTHER CUTTING DEVICES WHICH DO NOT PRODUCE HOT METAL PARTICLES OR BURNED EDGES. ' THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ERECTION NOTES RC91 I THESE DRAWNGS BYTHEMAWFACTOREXEMPLOYED LOC SEAM GA A1(D DOES NOT SERVE AS OR REPRESENT PROIEET ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS JOB NUMBER: SHEET: BIM: v22'2 AMERICAN BUILDINGS AFrueoFR cesPANr jN01 RELEASE! REVISION DWN: ( CKD: I ENGRI DATE 11\101 RELEASE / REVISION I DWN: ( CFD: I ENGRI Weitz Industrial DATE M 18J 0140A SED -018 M 8 M A 0 FOR FINAL CONSTRUCTION SB/SB 1 103/30/20181 EAVE S II STRUCTURAL FASTENS #12X1 11-0'( #12X1 114 1'-0' O.C. LINER PANEL 'IRED AT MULTI -RIB AND SOFFIT LINER PANELS ENDWALL GIRT -J LINER * GA -1 AND FASTENERS REQ'D IF GIRT> 24' TYPICAL ATTACHMENTTO PURLIN FROM BOTTOM OF PURLIN I ( LINER PANEL I BLIND RIVET 1/8 RIVET GIRT LINE O I STRUCTURAL LIN LINER FLASHING FL3A0 LINER PANEL L— — — — — — — — — — — SECTION THROUGH LINER HEAD WITHOUT ROOF LINER LP09 I SECTION THROUGH LINER AT ENDWALL WITHOUT ROOF LINER LP17 I LINER PANEL CORNER DETAIL LP29R ARCHITECTURAL III, LONG SPAN 111, MULTI -RIB OR SOFFIT LINER LINER PANELS AB BEVEL CUT OR STRAIGHT CUT LINERS AB LONG SPAN III SHOWN, ARCHITECTURAL III OR MULTI -RIB LINER SIMILAR AB WALL MAIN FASTENER(S) #12X1 1/4 V-0' O.C. —LINER PANEL CAP FLASHING GIRT LINER PANEL FRAME BRACE CL `TOP PURLIN LINE —_ CLFB JAMB FLASHING 1fMINPURLIN _ �- LINER CAP FLASHING FJ15- (LONG SPAN III OF MULTI -RIB PANELS) FLAT STOCK LCF2 (SEE NOTE) STRUCTURAL FASTENER(S) (BEHIND ROLL -UP DOOR) ---BLIND #12X1 1/4 (2) PER PURLIN 1/2' MIN. PURLIN (BY OTHERS) 1/8 RIVET *ANGLERTITION FLASHING 1'-0' O.C. _ GA -1 BLIND RIVET (FIELD NOTCH 118 RIVET 118 AT PURLINS) ND RIVET 1'-0' O.C. 1"' CT RNET' WALL MAIN FASTENER(S) #12X1 1/4 PRIOL-1-UPOOR O.C. 1'2X D.C. ANGLE LINER CAP FLASHING LC WALL MAIN FASTENERS) (SEE NOTE) FP.RITION FLASHING GA-1 #12X1 114 NDWALL V-01O.C. LINERPANEL WALL MAIN FASTENER(S) #12X1 1/4 LINER RAFTER FRAMED OPENING HEADER #12X1 1/4 (AND ALL SUPPORTS NOTE: BY OTHERS) D RIVET NET O.C. BY-PASS BEAM & COLUMN ENDWALL WALL MAIN FASTENER(S) * Gq tE NOTE FLASHING LOCATION #12X1 114 1'-0' O.C. LINER PANEL 'IRED AT MULTI -RIB AND SOFFIT LINER PANELS ENDWALL GIRT -J LINER * GA -1 AND FASTENERS REQ'D IF GIRT> 24' TYPICAL ATTACHMENTTO PURLIN FROM BOTTOM OF PURLIN I ( LINER PANEL I BLIND RIVET 1/8 RIVET GIRT LINE O I STRUCTURAL LIN LINER FLASHING FL3A0 LINER PANEL L— — — — — — — — — — — SECTION THROUGH LINER HEAD WITHOUT ROOF LINER LP09 I SECTION THROUGH LINER AT ENDWALL WITHOUT ROOF LINER LP17 I LINER PANEL CORNER DETAIL LP29R ARCHITECTURAL III, LONG SPAN 111, MULTI -RIB OR SOFFIT LINER LINER PANELS AB BEVEL CUT OR STRAIGHT CUT LINERS AB LONG SPAN III SHOWN, ARCHITECTURAL III OR MULTI -RIB LINER SIMILAR AB WALL MAIN FASTENER(S) #12X1 1/4 V-0' O.C. —LINER PANEL LCF1 REQUIRED AT MULTI -RIB AND SOFFIT LINER PANELS IISECTION AT ROLL -UP OR OVERHEAD DOOR JAMB W/LINER F—LP-5-1-1 I SECTION THROUGH HEADER & SILL WITH LINER _LP52_ I SECTION AT ROLL -UP DOOR HEADER W/LINER LP54 LONG SPAN III LINER SHOWN / ARCHITECTURAL III OR MULTI -RIB LINER SIMILAR AB ARCHITECTURAL 111, LONG SPAN III, MULTI -RIB OR SOFFIT LINER LINER PANELS AB ARCHITECTURAL III, LONG SPAN 111, MULTI -RIB OR SOFFIT LINER LINER PANELS AB NOTE: IF FABRIC LINER IS USED, ATTACHMENT AND TRIM BY OTHERS. COLUMN OR RAFTER FIELD NOTCHING MAY STILL BE REQUIRED _f IF FRAME BRACE FALLS ON MAJOR RIB OF PANEL- FRAME BRACE FIELD TRIM PANELS AS REQUIRED. 'J' FLASHING FJ15 WALL MAIN FASTENER(I #12X1 114 \ H.F.— (1)PER GIRT 1 CAP FLASHING GIRT LINER PANEL FRAME BRACE CL LCF2 \4rLINER CLFB JAMB FLASHING (SEE NOTE) FJ15- (LONG SPAN III OF MULTI -RIB PANELS) FLAT STOCK FJ15B- (ARCHITECTURAL III PANELS) FABRIC OR LONG SPAN III LINER PANELS (BEHIND ROLL -UP DOOR) ---BLIND BRACING TFS_-10.0 LINER PANEL (BY OTHERS) 1/8 RIVET 1'-0' O.C. I FRAMED OPENING JAMB HEADER OR SILL CHANNEL BLIND RIVET 118 WALL MAIN FASTENER(S) 1"' CT #12X1 1/4 1'-0' O.C. WALL MAIN FASTENER(S) #12X1 1/4 PRIOL-1-UPOOR 1'2X D.C. ANGLE LINER CAP FLASHING LC WALL MAIN FASTENERS) (SEE NOTE) > GA-1 #12X1 114 STRUCTURAL FASTENERS) V-01O.C. LINERPANEL #12X1 1/4 FRAMED OPENING HEADER 1'-0' O.G. (AND ALL SUPPORTS NOTE: BY OTHERS) LCF1 REQUIRED AT MULTI -RIB AND SOFFIT LINER PANELS IISECTION AT ROLL -UP OR OVERHEAD DOOR JAMB W/LINER F—LP-5-1-1 I SECTION THROUGH HEADER & SILL WITH LINER _LP52_ I SECTION AT ROLL -UP DOOR HEADER W/LINER LP54 LONG SPAN III LINER SHOWN / ARCHITECTURAL III OR MULTI -RIB LINER SIMILAR AB ARCHITECTURAL 111, LONG SPAN III, MULTI -RIB OR SOFFIT LINER LINER PANELS AB ARCHITECTURAL III, LONG SPAN 111, MULTI -RIB OR SOFFIT LINER LINER PANELS AB NOTE: IF FABRIC LINER IS USED, ATTACHMENT AND TRIM BY OTHERS. COLUMN OR RAFTER FIELD NOTCHING MAY STILL BE REQUIRED _f IF FRAME BRACE FALLS ON MAJOR RIB OF PANEL- FRAME BRACE FIELD TRIM PANELS AS REQUIRED. 'J' FLASHING FJ15 WALL MAIN FASTENER(I #12X1 114 \ H.F.— (1)PER GIRT 1 1 -- T/--------------� GIRTIPURLIIt' FRAME BRACE CL CLFB (SEE LP44AA ISLP45AA FOR CLFB INSTRUCTIONS) SECTION THROUGH BYPASS PURLIN/GIRT W/ LINER LP42RA FABRIC OR LONG SPAN III LINER PANELS AB THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY MANUFACTURER ANO DOES NOT SERVE AS OR REPRESEWTHE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. Cargill Blair DRAWINGSTATUS: Cargill650 Blas Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Weitz Industrial JOB NUMBER: SHEET: —... a .. / CKD: I ENGRI DATE IN01 RELEASE 1 REVISION I DWN: / CKD: I ENGRI DATE I M 18J 0140A SED -019 M B M A / SB 1 103/30/2018 STRUCTUR/ VIEW A -A JRAL FASTENER(S) OF GIRT A STRUCTURAL 1'{ 4' f x � WRF w x A NOTE: WHEN OPTIONAL WRAP FLASHING IS REQUIRED USE FOHF - GIR ST(6) PER CLIP RUCTURAL FASTENER(S) #12X1 1/4 GIRTCLIP GIR CL -3 E- x [7 FIELD CUT GIRTS FOR FIELD LOCATED FRAMED OPENINGS BASE ANGL JAM (VARIES) BUTTON HEAD BOLT(S) _ OPENING WIDTH _ 112X1 1/4 BHB (2) PER CLIP WORKERS SH"' ALWAYS WEAR GIRT BASE ANGLE (VARIES) FIEL FOR FRAI E NGLE i) HEADER TO JAMB CONNECTION I OF41 I FRAMED OPENING KEY WITH WRAP HEADER OFOAA I FRAMED OPENING KEY OFOB 8 -,91/2 -AND 12-GIRTS I AA JAMB TOGIRTCONDITION AA JAMB TO EAVE STRUT AA WRAP HEADS EM E- x [7 W x SAFELY FfiECAINiON Z Z z I" JAM O ET _ OPENING WIDTH _ GIRT BASE ANGLE (VARIES) FIEL FOR FRAI E NGLE i) HEADER TO JAMB CONNECTION I OF41 I FRAMED OPENING KEY WITH WRAP HEADER OFOAA I FRAMED OPENING KEY OFOB 8 -,91/2 -AND 12-GIRTS I AA JAMB TOGIRTCONDITION AA JAMB TO EAVE STRUT AA SECTION AT HEADER AND COVER FLASHING OT21_ _ SECTION AT SILL AND COVER FLASHING OT22 I SECTION AT FRAMED OPENING JAMB OT26 I SECTION AT FRAMED OPENING JAMB OT26 AB I AB LONG SPAN III WALLS I AB ARCHITECTURAL III PANEL WALLS AC A 4 E DGE DGE OF — — 3 21 — 13/8 I A DOOR WIDTH ( I 1 318 DOOR WIDTH+ 2 314' TYPICAL ANCHOR ROD LAYOUT I e I r FINISH FLOOR FINISH GRAD ... ,f ' 1/2'OANCHORRODS STRUCTURAL FASTENER(S) #12X1 1/4 (6) PER CLIP GIRT CLIP CL -3 1/2X1 1/4 A325T/' 112 HVHX NUT JAMB WALLPANEL —� I OPENINGWIDTH ( (BY OTHERS) BUTTON HEAD BOLTS REQUIRED NOTE: FIELD SLIT PANELS AND SLIDE HEAD SECTION °A -A° AT STRIP W INDOW OR SILL FLASHING BEHIND PANELS SHEETING AND FLASHING ELEVATION OTO A FRAMED OPENING ANCHOR ROD DETAIL OF61 JAMB TO GIRT CONNECTION OF01 ARCHITECTURAL III, ARCHITECTURAL -V' RIB, LONG SPAN III AND MULTI -RIB PANEL WALLS AB I AA AA THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFAMRER AND DOES NOTSERVE AS OR REPRESENT WE PROJECT ENGINEER OF RECORD AND SHUL NOT BE CONSIDEREDAS SUCH. Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Weitz Industrial JOB NUMBER: SHEET: —.... .. DWN:/CKD: I ENGR DATE IN01 RELEASE/REVISION DWN:/CKD: I ENGR D--A–T–E---1 M18JO140A SED -020 MBMIa SB/SB 1 103/30/20181 SAFELY FfiECAINiON SAFETYPREC/,UnON. WORKERS SH"' ALWAYS WEAR YlCRI(ERS SHOIRO K W AYS Y✓ GLOVES WHEN HPNDLNG 11ETAL GLOVES W HEN HAHDLWG NET JAMB SURFACES W RH SHARP EDGES. SURFACES W RH SHARP EDGE COLDFORMEDSHOWN STRUCTURAL SIMILAR I I I COVER FLASHING (OPTIONAL) JAMB COLD FORMED SHOWN WALL MAIN FASTENER(S) FOCF__ JAMB COVER FLASHING (OPTION STRUCTURAL SIMILAR #12X1 1/4 ( HEADER SILL FLASHING I I COVER FLASHING (OPTIONAL) OLD RMED SHOWN STTRUCTOURAL FOU_ 1'-0' O.C. I COLD FORMED SHOWN FSJ1 FOCF__ SIMILAR STRUCTURAL SIMILAR INSIDE CLOSURE _ WALL MAIN FASTENER(S) WALL MAIN FASTENER(S) REQUIRED IF ORDERED #12X1 1A #12X1 114 ((®7Y) -.D.C. JAMB FLASHING FIELD LAEG FJ15_ AS NE ESSARY TO MA NTAN JAMB FLASHIN CONSISTEM PANEL PROFIL I I I SILL FJ158 _ HEAD FLASHING I COVER FLASHING (OPTIONAL) COLD FORMED SHOWN FDH2-_ FOCF_= WALL MAIN FASTENEft(S) STRUCTURAL SIMILAR I. I #12X11/4 I I WALL PANEL O.C. J� JAMB l\ WALL PANEL SECTION AT HEADER AND COVER FLASHING OT21_ _ SECTION AT SILL AND COVER FLASHING OT22 I SECTION AT FRAMED OPENING JAMB OT26 I SECTION AT FRAMED OPENING JAMB OT26 AB I AB LONG SPAN III WALLS I AB ARCHITECTURAL III PANEL WALLS AC A 4 E DGE DGE OF — — 3 21 — 13/8 I A DOOR WIDTH ( I 1 318 DOOR WIDTH+ 2 314' TYPICAL ANCHOR ROD LAYOUT I e I r FINISH FLOOR FINISH GRAD ... ,f ' 1/2'OANCHORRODS STRUCTURAL FASTENER(S) #12X1 1/4 (6) PER CLIP GIRT CLIP CL -3 1/2X1 1/4 A325T/' 112 HVHX NUT JAMB WALLPANEL —� I OPENINGWIDTH ( (BY OTHERS) BUTTON HEAD BOLTS REQUIRED NOTE: FIELD SLIT PANELS AND SLIDE HEAD SECTION °A -A° AT STRIP W INDOW OR SILL FLASHING BEHIND PANELS SHEETING AND FLASHING ELEVATION OTO A FRAMED OPENING ANCHOR ROD DETAIL OF61 JAMB TO GIRT CONNECTION OF01 ARCHITECTURAL III, ARCHITECTURAL -V' RIB, LONG SPAN III AND MULTI -RIB PANEL WALLS AB I AA AA THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE MANUFAMRER AND DOES NOTSERVE AS OR REPRESENT WE PROJECT ENGINEER OF RECORD AND SHUL NOT BE CONSIDEREDAS SUCH. Cargill Blair DRAWING STATUS: 650 Industrial Park Drive FOR CONSTRUCTION Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Weitz Industrial JOB NUMBER: SHEET: —.... .. DWN:/CKD: I ENGR DATE IN01 RELEASE/REVISION DWN:/CKD: I ENGR D--A–T–E---1 M18JO140A SED -020 MBMIa SB/SB 1 103/30/20181 SAFETY PRECAUTION: SAFETY PRECAUTION: DO NOT STEP, SITOR CLIMB ON WALL DO NOT STEP, SIT OR CLIMB ON WALL GIRTSOREAVE STRUTS. FAILURETOAD ERE TO THIS PRECAUTION MAY RESULT INA GIRTSOR SAVESTRUTS. FAILURETOAD AD ERE SERIOUS INJURY. MAY RESULT NA TO THIS I CLIP JAM SER OUS INJURYTION CL -3 CL10 (12- JAMBS) CLIP JAMB CL -3 GIRT X1 CL -0 (FOR 12' JAMBS & HEADER -,\I 112 H NUT BUTTON HEAD 80L STRUCTURALJAMBS) GIRT JAMB CLIP (1)1/2X1 1/4 BHB CL -0 I AT EXPOSED HOLE LOCATION W/ 12' JAMBS 1/2'0 ANCHOR BOLTS ///��JAMB SQUEEZE CLIP _ — — — — — (BY OTHERS) / CL -7 (8' JAMBS) — _ _ — _ — BUTTON HEAD BOLT( ( I CL -9 (2 PLACED BACK (2)1/2X1 114 BHB O TO BACK FOR 12' JAMB ) (2) 112X1 114 A325T/ ` O 112 HVHX Nl1T N = BUTTON HEAD BOLT BASE ANGLE o 1!2X1 114 A325T/ 0 (2) 1/2X1 1/4 BHB O (FIELD NOTCH) 1/2 HVHX NUT w BUTTON HEAD BOLTS 1/2X1 114 BHB STRUCTURAL FASTENER(S) LT #12X1114 STRUCTURAL FASTENER ? (4) PER CLIP STRUCTURAL JAM #12X1 1/4 a JAMB JAMB SQUEEZE CLIP O ( ( JAMB CL -7 (8' JAMBS) GIRT EXTENSION ANGLE CL -B (9 VP' JAMBS) CL -9 (2 PLACED BACK FIELD CUTAND FIELD DRILL 9/16"0 HOLES ATGIRT GEA16 (FIELD CUT AS REQD.) FIELD CUT AND FIELD DRILL GIRT _ TO BACK FOR 12' JAMBS) FOR FIELD LOCATED FRAMED OPENINGS AT FIELD LOCATED FRAMED OPENINGS JAMB BASE CONNECTION OF11 GIRT TO JAMB CONNECTION OF16 GIRT TO STRUCTURAL JAMB CONNECTION OF16W HEADER TO JAMB CONNECTION OF21 AA AA SIMILAR AT SILL AA FIELD DRILL 9/16'0 HOLES THRO DIM 'A' =1'-4' STD. (MAY VARY) GIRT & FAVE STRUT AS REQUIRED GIRT STRUCTURAL FASTENER GENERAL NOTES FOR FIELD LOCATED FRAMED OPENINGS: FOR ATTACHMENT Of JAMB CLIP (6) #12X1 1/4 ATTACH CLIP USING WEB OF GIRT 3 (2) 1/2X1 1/4 A25T! 1. OVERHEAD DOORS ARE FIELD LOCATED. CUT STANDARD PANELS AND GIRTS AS REQUIRED. 1/2 HVHX NUT 2. MAXIMUM HEIGHT OF DOOR IS 2'-0" LESS THAN EAVE HEIGHT. ' 3. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. SUPPORT GIRT( I 1 GIRT `1 (2)1/2X11/4 A325T/ GIRT CLIP -/4. JAMBS MUST BE LOCATED A MINIMUM OF 1'-0' FROM CENTER LINE OF COLUMNS. 1/2 HVHX NUT DOOR HEAD EJ CL -3 (2)1/2X1 114 A32 CLIP CL -0 (T1'P.) 8 CLIP 112 HVHX NUT _ CL -3 DOORJAMB— OORJAMSTRUCTURAL I= STRUCTURALHEADER FIELD CUT GIRTS w FOR FIELD LOCATED . GENERAL NOTES FOR SHOP LOCATED FRAMED OPENINGS: — FRAMED OPENINGS 0 O BASE ANGLE JAMB -/HEADER (SILL) 1. OVERHEAD DOORS ARE SHOP LOCATED. SOME PANELS MAY REQUIRE FIELD CUTTING. GIRT BUTTON HEAD BOLT(S) BASE ANGL (VARIES) STRUCTURAL J (2) 112X1 1/4 BHB (VARIES) 2. ALL STRUCTURAL CONNECTIONS TO BE MADE AS SHOWN ON APPROPRIATE DETAILS. rom BUN HEAD BOLTS) (2)11TTO2X1 1/4 BHB _ _ ANCHOR ROD (BY OTHERS) FINISHED FLOOR DOOR WIDTH _ SPECIAL 8" SPACING FOR HEADER TO JAMB CONNECTION OF5A FIELD AND SHOP LOCATED FRAMED OPENING NOTES OF91 TYPICAL HEADER AND JAMB CONNECTIONS OF95 FRAMED OPENING KEY OFOA HEADER SHOWN, SIMILAR AT SILL AA AA STRUCTURAL FRAMED OPENINGS AA JAMB TO GIRT CONDITION AA FIELD NOTCH AND INSTALL \ BEHIND HEAD TRIM \ HEADERFLASHIN \ HEADER FLASHING JAMB FLASHING THE REGLSTERED PROFESSIONAL JAMB FLASHING' ENGINEER WHOSE SERI APPEARS ON THESE DRAWINGS IS EMPLOYED SECTION AT HEADER AND JAMB TRIM OT01 BY HE MANOFAEOIRER III, ARCHITECTURAL'\' RIB LONG SPAN III WALLS AA NOT SERVEAs ARCHITECTURAL and OR RGOES OR REPRESEMTHE PpO1ECi ENGINEER OF RECORD AND SHAl1 NOT BE CONSIDERED AS SUEH. DRAWING STATUS: Cargill Blair 650 Industrial Park Drive FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS Blair, NE 68008 JOB NUMBER: SHEET: A nueew cavus Weitz Industrial NO RELEASE /REVISION OWN: /CKD: ENGR DATE NO RELEASE /REVISION D: OWN: /CKENGR DATE M 18J0140A SED -021 M B M A 0 FOR FINAL CONSTRUCTION SB/SB 03/30/2018 _ CL -3 CL -4 (12' JAMBS) (2)112X1 114 A3257/' 1/2 HVHX NUT FINISHED \oi • I I ' I ( � BUTTON HEAD BOLTS REQUIRED \\\/I AT STRIPWINDOW. • `�-1/2' DIA ANCHOR RODS (BY OTHERS) JAMB BASE DETAIL F OF12_ AA Cargill Blair 650 Industrial Park Drive Blair, NE 68008 Weitz Industrial INOI RELEASE / REVISION I DWN: / CKD: I ENGRI DATE INOI RELEASE / REVISION I DWN: / CKD: I EN RI DATE 11 SB/SB DRAWING STATUS: FOR CONSTRUCTION SOFTWARE VERSIONS BIM: v22.2 JOB NUMBER: SHEET: M18JO140A SED -022 THE REGISTERED PROFESSIONAL ENGINEER WHOSESEALAPPEARS ON THESE DRAWINGS IS EMPLOYED BYTHE WNUFACMRER VIO DOES NOTSERVE AS OR REPRESENT HE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSIDERED AS SUCH. nucoER aav�.�;� mmmR PURLIN 250# CAPACITY WITHOUT 2N2' ANGLE, BEE ALSO (BH14AAj 50# CAPACITY WITHOUT 2'12" ANGLE, PURLIN SEE ALSO (SHiSAA) 50# CAPACITY W ITHOUT 2'x2' ANGLE, BEE ALSO (SH15AA) 200# CAPACITY WITH 2"x2" ANGLE, BEE ALSO (BH15AA) ROOF SLOPE LESS THAN (SH15AA) ROOF SLOPE 1:12 MAX ROOF SLOPE 1:12 MAX 1 SLOPE MAX OR EQUAL PURLIN (WITHOUT BEVEL WASHER) (WITHOUT BEVEL WASHER) MAX.1 Mme (WITHOUT BEVEL WASHER) EL 500# CAPACITY WITH 2'x2' ANGLE, CAPACITY 200# CAPACITY WITH 2')2" ANGLE, R OOF SLOPE LESS THAN ROOF SLOPE 1:12 MAX PURLIN OR EQUAL TO 4:12 (WITHOUT BEVEL WASHER) 1 112" 250# CAPACITY WITH 2"12' ANGLE, 1 112" NOT MAX. (2) STRUCTURAL FASTENER(S) ROOF SLOPE GREATER THAN 1 112" MAX. #12X1 1/4 TEK 4:12, BUT LESS THAN 8:12 MAX. WASHER WITHOUT ANGLE S 0 AA (2) STRUCTURAL FASTENER(S) CADDY PURLIN CLAMP (2) STRUCTURAL FASTENERS) #12X1 1/4 TEK NUT MODEL 315 #12X1 174 TEK SHOtA WITH ANGLE AS (WITH ANGLE) SH02A(WITH WITHOUT ANGLE AA WASHER OPTIONAL SH02A WITH ANGLE AS ANGLE• OPTIONAL 7/16' HOLE (L2)2xU8x6' LONG) 7/16'0 HOLE ANGLE (FIELD DRILL) (FIELD DRILL) 318.0 ROD HANGER ANGLE (L2)2x1/8z 6" LONG) (2')2-x1/8'x 6" LONG) 318'0 ROD HANGER 3/8'0 ROD HANGER NOTE: 318'0 ROD HANGER USE OF THIS DETAIL WILL REQUIRE THE ' ANGLE MAY BE OMITTED WITH 7/16'0 HOLE ROD HANGER TO BE BENT AFTER INSTALLATION ' ANGLE MAY BE OMITTED WITH HANGER LOADS 50 LBS. NOTE: (FIELD DRILL) SO THAT IT HANGS VERTICALLY. HANGER LOADS 250 LBS. OR LESS OR LESS. NOTE: USE OF THIS DETAIL WILL REQUIRE THE NOTE: THE METAL BUILDING SUPPLIER IS NOT EXCEPT THAT ANGLE IS REQUIRED USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER BE BENT AFTER INSTALLATION USE OF THIS DETAIL WILL REQUIRE THE RESPONSIBLE FOR THE DESIGN OR ADEQUACY WITH SLOPE GREATER THAN 4:12, ROD HANGER TO BE BENT AFTER INSTALLATION NOTE: SO THA71T HANGS VERTICALLY. NOTE. ROD HANGER TO BE BENT AFTER INSTALLATION OF THE BENT ROD HANGER BUT LESS THAN 8:12. NOTE: SOT IT HANGS VERTICALLY. PURLIN LIP MUST NOT THE METAL BUILDING SUPPLIER ISNOT SO THAT IT HANGS VERTICALLY. NOTE: PURLIN LIP MUST NOT THE METAL BUILDING SUPPLIER IS NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURLIN LIP MUST NOT THE METAL BUILDING SUPPLIER IS NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BENT ROD HANGER BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURLIN LIP MUST NOT OF THE BENT ROD HANGER. OF THE BENT ROD HANGER. BE DISTORTED. HANGER DETAIL AT PURLINS s1 HANGER DETAIL AT PURLINS SH01A HANGER DETAIL AT PURLINS SH01 B HANGER DETAIL AT PURLINS SH02 ROD HANGER WITHOUT REINFORCING ANGLE AA ROD HANGER WITH REINFORCING ANGLE AA PURLIN CLAMP AA 250# CAPACITY WITHOUT 2'10 ANGLE, SEE ALSO (SH14AA) 500# CAPACITY WITH 2')2' ANGLE, SEE ALSO (SH14AA) 400# CAPACITY PROVIDED ROD HANGER IS WITHIN ROOF SLOPE LESS THAN (SH15AA) ROOF SLOPE LESS THAN PURLIN (SH15AA) CENTER ONE-THIRD OF 3'x3'ANGLE SPAN SEE ALSO (SH15AA) OR EQUAL TO 4:12 OR EQUAL TO 4:12 (200# CAPACITY OTHERWISE) 1 112" 250# CAPACITY WITH 2'12' ANGLE, MAX. ROOF SLOPE GREATER THAN 1 112^ STRUCTURAL FASTENERS) ANGLE NG) (L2X2X3' LONG) 4:12, BUT LESS THAN 8:12 MAX. (2)#12X1 1/4 TEK PURLIN PURLIN TYP. CADDY PURLIN CLAMP CADDY PURLIN CLAMP (2) STRUCTURAL FASTENER(S) 1/8 MODEL 315 MODEL 315 #12X1 1/4 TEK ANGLE' 7/16'0 HOLE ANGLEBENT LIP (1-2;2x1/8x 6" LONG) (FIELD DRILL) (L3X3X3l16X LENGTH) CLAMP F PURLIN NOT NOT ALLOWED USE OF THIS DETAIL WILL REQUIRE THE • ANGLE MAY BE OMITTED WITH IWO ROD HANGER ROD HANGER TO BE BENT AFTER INSTALLATION HANGER LOADS 250 LBS. OR LESS SO THAT IT HANGS VERTICALLY. 3/8'0 ROD HANGER EXCEPT THAT ANGLE IS REQUIRED 3/8'0 ROD HANGER NOTE: THE METAL BUILDING SUPPLIER IS NOT WITH SLOPE GREATER THAN 4:12, USE OF THIS DETAIL WILL REQUIRE THE F THISET IL RESPONSIBLE FOR THE DESIGN OR ADEQUACY BUT LESS THAN 8:12. NOTE: ROD BENT AFTER INSTALLATION OF THE BEM ROD HANGER. USE OF THIS DETAIL W ILL REQUIRE THE T I7 HANGS VERTICALLY. NOTE: ROD HANGER TO BE BENT AFTER INSTALLATION THE M THE METAL BUILDING SUPPLIER IS NOT NOTE: PURLIN LIP MUST NOT SO THAT HANGS VERTICALLY. NOTE: FIELD WELDING REQUIRED, RESPONSIBLE FOR THE DESIGN OR ADEQUACY PURLIN LIP MUST NOT BE DISTORTED. THE METAL BUILDING SUPPLIER IS NOT A SEE DETAIL ENFWA_. OF THE BENT ROD HANGER BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY HANGER DETAIL AT PURLINS SH02A HANGER DETAIL AT PURLINS OF THE BENT ROD HANGER.SH02B HANGER DETAIL BETWEEN PURLINS SH03 1 CLAMP INSTALLATION "NOT ALLOWED" SH06 PURLIN CLAMP WITHOUT REINFORCING ANGLE AA PURLIN CLAMP WITH REINFORCING ANGLE AA IAA CLAMP CAUSING BENT PURLIN LIP AA 500# CAPACITY PURLIN 375# CAPACITY SEE ALSO (BH14AA) 500# CAPACITY SEE ALSO (SH14AA) ROOF SLOPE LESS THAN SEE ALSO (SH14AA) ROOF SLOPE LESS THAN (SH15AA) ROOF SLOPE LESS THAN OREQUALT01:12 PURLIN (SH75AA) OR EQUAL T01:12 (SH15AA) OR EQUALT04:12 PURLIN 250#CAPACRY 25/64'0 HOLE ROOF SLOPE GREATER THAN 4:12, BUT LESS THAN 8:12 SAMMYX-PRESS (FIELD DRILL) SIDEWINDER PIPE HANGER MODEL SWXP 35 1 11 s Mme, AA 25/64'0 HOLE (FIELD DRILL) 3/4" WASHER 3/4" MIN. * MIN. LOCK NUT SAMMY X-PRESS SIDEWINDER PIPE HANGER MODEL SWXP 35 ' NOT TO EXCEED 318'0 ROD HANGER SAMMYX-PRESS MID-DEPTH OF PURLIN 318'0 ROD HANGER • NOT TO EXCEED SWIVEL PIPE HANGER 25164'0 HOLE MID-DEPTH OF PURLIN MODEL SXP 35 (FIELD DRILL) NOTE: NOTE: 3/8'0 ROD HANGER USE OF THIS DETAIL WILL REQUIRE THE USE OF THIS DETAIL WILL REQUIRE THE ROD HANGER TO BE BENT AFTER INSTALLATION ROD HANGER TO BE BEM AFTER INSTALLATION NOTE: SO THAT IT HANGS VERTICALLY. SO THAT IT HANGS VERTICALLY. PURLIN LIP MUST NOT THE METAL BUILDING SUPPLIER IS NOT THE METAL BUILDING SUPPLIER IS NOT BE DISTORTED. RESPONSIBLE FOR THE DESIGN OR ADEQUACY RESPONSIBLE FOR THE DESIGN OR ADEQUACY OF THE BENT ROD HANGER OF THE BENT ROD HANGER. THEREGIMREDPR D ENGINEER WHOSE SEAL APPEARS HANGER DETAIL AT PURLINS SH11 HANGER DETAIL AT PURLINS SH11A HANGER DETAIL AT PURLINS SH12 ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACHIRER ROOF SLOPES LESS THAN OR EQUAL TO 1:12 AA SIDEWINDER PIPE HANGER FOR SLOPES LESS THAN OR EQUAL TO 1:12 AA ROOF SLOPES LESS THAN 8:12 AA AND DOES NOTSERVEAS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL NDT IFE CONSIDERED AS SUCH. DRAWING STATUS: Cargill Blair FOR CONSTRUCTION 650 Industrial Park Drive SOFTWARE VERSIONS B(M: v22.2 AMERICAN BUILDINGS Blair, NE 68008 JOB NUMBER: SHEET: Anucala uwPlziY Weitz Industrial NO RELEASE /REVISION DWN: /CKD: ENGR DATE NO RELEASE /REVISION DWN: /CKD: ENGR DATE M 18JO 140A SED-023 M B M A 0 FOR FINAL CONSTRUCTION SB/SB 03/30/2018 375# CAPACITY SEE SEE ALSO (SH14AA) 250tt cAPacln SEE ALSO (SH14AA) ROOF SLOPE GREATER THAN ROOF SLOPE LESS THAN OR EQUAL T04:12 (SH,SAA> OR EQUAL TO 8:12 (SH15AA) CADDY PURLIN CLAMP MODEL 315 IS AVAILABLE VIA THE , 112" WA R N I N G WARNING 250# CAPACITY ROOF SLOPE GREATER THAN PURLIN ' MANUFACTURERS WEBSITE: 4:12, BUT LESS THAN 8:12 SAMMY X -PRESS PURLIN THE HANGER CAPACITIES SHOWN ON THE AMERICAN BUILDINGS COMPANY DETAILS REPRESENT THE SWIVEL PIPE HANGER Fp www. erico. co m MAXIMUM ALLOWABLE SINGLE HANGING LOAD THAT A TYPICAL PURLIN CAN SAFELY SUPPORT UNDER MODEL SXP 35 25/64'9 HOLE THE BEST OF CIRCUMSTANCES USING THE PARTICULAR HANGER DEVICE SHOWN IN THE DETAIL. (FIELD DRILL) MANY FACTORS BEYOND THE CONTROL OF THE METAL BUILDING SUPPLIER AFfECTTHE ABILITY 4 SAMMY X -PRESS Fp OF A PURLIN TO SAFELY SUPPORT HANGING LOADS COMBINED WITH OTHER REQUIRED ROOF SWIVEL PIPE HANGER LOADS. DUE TO THE VARIABLES INVOLVED IN HANGING LOADS AND THEIR ATTACHMENTS TO MODEL SXP 35 THE PURLINS, THE METAL BUILDING SUPPLIER CANNOT ASSURE THAT THE PURLINS FOR A SAMMY X -PRESS SWIVEL PIPE HANGER MODEL SXP 35 PARTICULAR BUILDING PROJECT CAN SAFELY SUPPORT THE MAXIMUM ALLOWABLE HANGING LOADS IN COMBINATION WITH OTHER ROOF LOADS. SAMMY X -PRESS SIDEWINDER PIPE HANGER MODEL SWXP 5 IT IS THE RESPONSIBILITY OF THE HANGER SYSTEM INSTALLER TO COORDINATE WITH THE ENGINEER 25164'0 HOLE AND INSTALLATION TOOLS ARE AVAILABLE VIA THE OF RECORD FOR THE OVERALL PROJECT TO ENSURE ASAFE HANGING LOAD INSTALLATION. THE (FIELD DRILL) METAL BUILDING ENGINEER IS NOTTHE ENGINEER OF RECORD FOR THE OVERALL PROJECT. MANUFACTURERS WEB SITE: WITHOUT SPECIFIC CERTIFICATION FOR INDIVIDUAL HANGING LOADS, THE NET EFFECTS OF APPLIED HANGER LOADS INSTALLED ON A PARTICULAR PURLIN SHALL NOT EXCEED THE NET EFFECTS OF THE CERTIFIED UNIFORMLY APPLIED DESIGN COLLATERAL LOAD. SEE SHEET A86 -i. HANGER www.sammysuperscrew.com/sammyxpress.htm 316'0 ROD 3/6'0 ROD HANGER NOTE: POUNDS (USING THE FLANGE MOUNT DETAIL) ORIF ND PURLIN LIP MUST NOT MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. SPECIFIC PRIOR APPROVAL FROM A QUALIFIED DESIGN PROFESSIONAL FOR A PARTICULAR LOAD). GENERAL HANGER NOTES SH15 BE DISTORTED. AA AA HANGER DETAIL AT PURLINS SH12A HANGER DETAIL AT PURLINS SH13 WEBSITES FOR PREAPPROVED HANGER DEVICES SH14 HANGER CAPACITIES WARNING SH16 SWIVEL PIPE HANGER FOR SLOPES LESS THAN 6:12 AA ROOF SLOPES GREATER THAN OR EQUAL TO 8:12 AA AA AA NOTE: OTHER METHODS OF ATTACHING HANGING LOADS, NOT DEPICTED ON DETAILS SH01, SH02, SH03, S H 11, S H 12, AND S H 13, ARE GENERALLY PERMITTED. COLLATERAL DEAD LOADS, UNLESS OTHERWISE NOTED, ARE ASSUMED TO BE UNIFORMLY DISTRI ED. WHEN SUSPENDED SPRINKLER SYSTEMS, LIGHTING, HVAC EQUIPMENT, CEILINGS, ETC., ARE SUS E DED HOWEVER, THE HANGER LOAD MUST NOT EXCEED 50 POUNDS PER HANGER LOCATION (WITHOUT (USING R HOE WEB MOUNT DETAIL) OR200 D I UAL THE REGISTERED PROFESSIONAL ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY THE MANUFACTURER AND ODES NOT SERVE AS OR REPRESENT THE PROJECT ENGIN EEROFRECORDANDSHALL NOT BE CONSIDERED AS SUER. DRAWING STATUS: Cargill Blair FOR CONSTRUCTION 650 Industrial Park Drive Blair, NE 68008 SOFTWARE VERSIONS BIM: v22.2 AMERICAN BUILDINGS JOB NUMBER: SHEET: AnucoPR ut4Avr Weitz Industrial NO RELEASE !REVISION DWN: /CKD: ENGR DATE NO RELEASE /REVISION DWN: /CKD: ENGR DATE M 18J 0140A SED -024 M 8 M A 0 FOR FINAL CONSTRUCTION SB ! SB 03/30!2018 POUNDS (USING THE FLANGE MOUNT DETAIL) ORIF ND MEMBERS ARE LOADED SIGNIFICANTLY MORE THAN OTHERS. SPECIFIC PRIOR APPROVAL FROM A QUALIFIED DESIGN PROFESSIONAL FOR A PARTICULAR LOAD). GENERAL HANGER NOTES SH15 COLLATERAL POINT LOAD NOTE SH17 AA AA