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HomeMy WebLinkAboutPLANS - 05-00160 - Madison County Implement - New BuildingZ2 TO ENSURE PROPER ERECTION OF THIS BUILDING THE FOLLOWING ERECTION GUIDE(S) ARE REVD. FOR BEHLEN ADP1 WALL PANEL ERECTION GUIDE (X) FOR BEHLEN ADP2 WALL PANEL ERECTION GUIDE FOR BEHLEN ADP1 ROOF PANEL ERECTION GUIDE FOR BEHLEN STANDING SEAM ROOF ERECTION GUIDE NOT BEHLEN STANDING SEAM ROOF GUIDELINES FOR AVOIDING CALL BACKS IIIIIIIIllilliIIIIIIIiIIIIIIIIIIi[BEHLEN ZL-24 STANDING SEAM ROOF ERECTION GUIDE 35.0 BEHLEN STANDING SEAM "REROOF" ERECTION GUIDE SNOW EXPOSURE (Ce) BEHLEN ADP1 LINER PANEL ERECTION GUIDE WIND EXPOSURE BEHLEN ADP2 LINER PANEL ERECTION GUIDE DRAWING SUBMITTAL STATUS FOR CONSTRUCTION (X) FOR APPROVALS FOR PERMIT FOR PRELIMINARY USE ONLY NOT FOR CONSTRUCTION FOR REVIEW ONLY IMPORTANT BOLT INFORMATION TWO GRADES OF 1/2"0 BOLTS ARE USED IN THIS BUILDING, A307 AND A325. THE A325 BOLTS ARE USED FOR ATTACHING EAVE STRUTS AND ENDWALL COLUMNS TO RAFTERS. THEY ARE ALSO SOMETIMES USED FOR CERTAIN PURLIN TO RAFTER CONNECTIONS. REVIEW PLANS AND DETAILS FOR SPECIFIC INFORMATION. BUILDING DESIGN CRITERIA 1. DESIGN LOADS ARE APPLIED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE BUILDING CODE LISTED BELOW. BUILDING CODE IBC 03 OCCUPANCY CATEGORY GROUND SNOW LOAD (PSF) 50.0 FEET FRAME TYPE: (LEFT) Rigid ROOF LIVE LOAD (PSF) 20.0 COLLATERAL LOAD (PSF) (AREA REDUCTION ALLOWED) 1.000:12/1.000:12 (RIGHT) Rigid ROOF SNOW LOAD (PSF) 35.0 WIND VELOCITY (MPH) SNOW EXPOSURE (Ce) 1.0 WIND EXPOSURE SNOW IMPORTANCE 1.0 WIND ENCLOSURE THERMAL FACTOR (Ct) 1.0 WIND IMPORTANCE RAIN ON SNOW (PSF) 0.0 FEET 4 * BEHLEN BUILDING SYSTEMS DIVISION OF BEHLEN MFG. CO. P.O. BOX 569 4025 EAST 23RD STREET COLUMBUS, NEBRASKA USA 68602-0569 E-MAIL: behlen@megavision.com PHONE: 402-564-3111 EN G. FAX: 402-563-7286 N MR METAL BUILDING MANUFACTURERS ASSOCIATION BUILDING INFORMATION JOB NUMBER: M 4178 NAME: MADISON COUNTY IMPLEMENT ADDRESS: CITY, STATE: REXBURG, IDAHO BUILDER: STEEL VISION CONSTRUCTION WIDTH: 150 FEET EAVE HEIGHT: (BACK/FRONT) 20.5 126.333 FEET FRAME TYPE: (LEFT) Rigid LENGTH: 125 FEET ROOF SLOPE: (BACK/FRONT) 1.000:12/1.000:12 (RIGHT) Rigid SW BAY: 6 at 20.833 FEET PEAK OFFSET: (FROM BACK) 110 FEET EW BAY: (LEFT) 4, 3at20, 6, 2at13-25, 27, 2at13.25 FEET GIRT TYPE: (BACK) Bypass (LEFT) Bypass EW BAY: (RIGHT) 2atl3.25, 27, 2atl3.25, 2at24, 22 FEET (FRONT) Bypass (RIGHT) Bypass IMPORTANT INFORMATION WHEN HANDLING LONG TRIM, CARE SHOULD BE TAKEN TO AVOID DAMAGE CAUSED BY BUCKLING. ALL TRIM COMPONENTS HAVE A PROTECTIVE FILM ON THE COLORED SURFACE THAT MUST BE REMOVED PRIOR TO INSTALLATION. PROLONGED EXPOSURE TO RAIN AND/OR SUNLIGHT WILL ADVERSELY EFFECT THE PROTECTIVE FILM MAKING REMOVAL DIFFICULT. BEHLEN MFG. CO. WILL ACCEPT NO RESPONSIBILITY FOR TRIM WHOSE PROTECTIVE FILM HAS BEEN EXPOSED FOR MORE THAN 3 WEEKS. 3.0 1-SEC PERIOD (S1, %g) 16.4 3. FOUNDATIONS MUST BE DESIGNED FOR LOCAL SOIL CONDITIONS BY A WHEEL LOAD 8600 lbs. SD1 0.234 QUALIFIED FOUNDATION ENGINEER TO SAFELY SUPPORT COLUMN LOADS. MAX 90 SEISMIC IMPORTANCE 1.00 WHEEL SPACING = 12'-5 5/8" (MIN) C SEISMIC DESIGN CATEGORY D SPAN = 73'-0" Enclosed BASIC STRUCTURAL SYSTEM MRF ISERVICE CLASSIFICATION = C 1.00 ANALYSIS PROCEDURE SECTION 1617.4 I P ANEL. TRIM AND INSULATION INFORMATION- GENERAL NOTES 1. THE SEAL THAT APPEARS ON THESE DRAWINGS IS THE SEAL OF THE TRIM ENGINEER FOR BEHLEN MFG. CO. WHO IS NOT THE ENGINEER OF RECORD. R OOF PANELS 2. CERTIFICATION RESTRICTION: TYPE: ZL GAUGE: 24 COLOR: GALVALUME RAKE: GAUGE: 26 COLOR: LIGHTSTONE ENGINEER'S CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL EAVE: GAUGE: 26 COLOR: LIGHTSTONE COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG. CO. UL90 CERTIFICATION: YES CERTIFICATION EXTENDS ONLY TO THE DESIGN LOADS AND STANDARDS INDICATED ON THESE PLANS. CERTIFICATION DOES NOT EXTEND TO FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, CIVIL WORK, ARCHITECTURAL RESPONSIBILITIES, OVERALL PROJECT COORDINATION, OR OTHER ASPECTS OF CODE COMPLIANCE NOT HEADER: GAUGE: 26 COLOR: LIGHTSTONE SPECIFICALLY REFERENCED BY THE MANUFACTURER'S ORDER DOCUMENTS. SILL: GAUGE: 26 COLOR: LIGHTSTONE CERTIFICATION SHALL NOT EXTEND TO BUILDING ERECTION SUPERVISION JAMB: GAUGE: 26 COLOR: LIGHTSTONE OR INSPECTION. IF ZL: COPED FLASHING: GAUGE: 26 COLOR: LIGHTSTONE 3. BEHLEN MFG. CO. MAY BE NOTED IN THESE PLANS AS "BIVIC". FLOATING PANEL CLIPS BASE SEAL: GAUGE: 26 COLOR: LIGHTSTONE 4. BMC IS NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DAMAGES INCURRED CLIP HEIGHT: TALL (1 1/2") CORNER: GAUGE: 26 COLOR: LIGHTSTONE IN THE ERECTION OF BUILDING COMPONENTS NOR FOR THE INSPECTION (4" TO 6" INSULATION) OF ERECTED COMPONENTS TO ASCERTAIN SAME. 5. TEMPORARY BRACING MUST BE INSTALLED BY ERECTOR TO PROVIDE THERMAL BLOCKS REQ'D LINER: GAUGE: 26 COLOR: POLAR WHITE ADEQUATE STABILITY DURING ERECTION. BRACING INDICATED ON THE ERECTION DRAWINGS IS CRITICAL TO THE STABILITY OF THE COMPLETED WALL PANELS TOP PARAPET CAP: GAUGE: 26 COLOR: STRUCTURE AND SHALL NOT BE REMOVED 6. IF WINDOW AND DOOR FRAMES ARE TO BE FIELD LOCATED, GIRTS & TYPE: Al GAUGE: 26 COLOR: LIGHTSTONE SHEETING ARE TO BE FIELD CUT AS REQ'D. 7. A 3/4" DIA. X 2" LONG SLOT MUST BE FIELD LOCATED AS REQ'D IN GIRTS OF FLUSH FRAMED BUILDINGS TO PERMIT THE INSTALLATION OF LINER PANELS CABLE BRACING. 8. WALL & LINER PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL TYPE: Al GAUGE: 26 COLOR: POLAR WHITE INSULATION SYSTEM. UNAUTHORIZED REMOVAL OF PANELS IS PROHIBITED. IF THIS SET OF DRAWINGS WERE SENT VIA E-MAIL, THEY ARE COPIES OF THE ORIGINALS HEIGHT: FULL 9. ALL FIELD WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS BY BY THICKNESS SIMPLE RIGID FOR THE WELDING PROCESSES AND POSITIONS INDICATED IN ACCORDANCE THAT ARE PRINTED AND ON FILE AT THE HOME OFFICE OF BEHLEN MFG. CO. COLUMBUS, NE. NONE OTHERS BEHLEN OVER ZEE SAVER CLIPS BOARD WITH THE APPLICABLE AWS SPECIFICATIONS. WELD ELECTRODES USED THE ORIGINALS WITH THE ENGINEERS SEAL ARE CONSIDERED THE LEGAL DOCUMENTS. ROOF: 4" MUST BE 70 KSI STEEL, LOW HYDROGEN CONTENT. 10. STANDARD BEHLEN WALL, LINER & ROOF PANEL PROFILES ARE SHOWN FRAMING FINISH )) BELOW. WALL: 5 GAS COLORED SIDE (WHEN APPLICABLE) OUTSIDE PRIMARY FRAMING DARK GRAY PRIMER ZL-24 (MAIN FRAMES & ENDWALL FRAMES) 1105 ��1�� THERMAL BLOCKS: ADP1 WALL, LINER OR ROOF PANEL STANDING SEAM ROOF PANEL (WIND COLUMNS & BENTS) 0 P ARTITION PANELS THERMAL BLOCK CLIPS: NO COLORED SIDE (WHEN APPLICABLE) OUTSIDE SECONDARY FRAMING DARK GRAY PRIMER OF TYPE: Al GAUGE: 26 COLOR: POLAR WHITE L\_-F (GIRTS, EAVE STRUTS, PURLINS 10 y 1. V 4 Al = ADP1 PANEL A2 = ADP2 PANEL SS = STANDING SEAM ZL = ZL-24 STANDING SEAM ADP2 WALL, SOFFIT OR LINER PANEL STANDING SEAM ROOF PANEL DOOR/FRAMED OPNG. & CLIPS ETC.) 0 1 0 SCALE : NONE M ADISON COUNTY IMPLEMENT BEHLEN MFG. CO. 0 1 0 DRAWN BY C.W.QUAIL DATE 05-20-05' 0 1 CHECKED BY N DATE 6 4--.5 REXBURG, IDAHO COLUMBUS, NEBRASKA L APPROVED BY DATE '=' INFORMATION JOB NO. M4178 SHT. 1 IF LETTER I REVISIONS DRAWN BY I DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY I DATE JAPPROVED BY I DATE REVIEWED BY I DATE I REVIEWED BY DATE I _ _I CWQ CRANE L LOADS SEISMIC INFORMATION C CRANE TYPE T TOP RUNNING USE GROUP 1 1 2 2. ANCHOR BOLT DIAMETER DETERMINED BY ALLOWABLE SHEAR AND SITE CLASS D D T TENSION PER AISC (ASTM A-307). L LIFT = ( (2) 5 TONS ( (MAX' SPECTRAL RESPONSE A ACTUAL LENGTH, HEAD STYLE AND METHOD OF TRANSFERRING B BRIDGE ( (2)12,560 lbs. ( (MAX II . SHORT PERIOD (Ss, %g) 5 51.1 F FORCES FROM ANCHOR BOLTS TO CONCRETE FOOTINGS TO BE H HOIST / TROLLEY ( (2) 700 lbs. M . SIDS 0 0.474 D DETERMINED BY OTHERS. R RAIL / BEAM 5 58 plf ( (M P ANEL. TRIM AND INSULATION INFORMATION- GENERAL NOTES 1. THE SEAL THAT APPEARS ON THESE DRAWINGS IS THE SEAL OF THE TRIM ENGINEER FOR BEHLEN MFG. CO. WHO IS NOT THE ENGINEER OF RECORD. R OOF PANELS 2. CERTIFICATION RESTRICTION: TYPE: ZL GAUGE: 24 COLOR: GALVALUME RAKE: GAUGE: 26 COLOR: LIGHTSTONE ENGINEER'S CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL EAVE: GAUGE: 26 COLOR: LIGHTSTONE COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG. CO. UL90 CERTIFICATION: YES CERTIFICATION EXTENDS ONLY TO THE DESIGN LOADS AND STANDARDS INDICATED ON THESE PLANS. CERTIFICATION DOES NOT EXTEND TO FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, CIVIL WORK, ARCHITECTURAL RESPONSIBILITIES, OVERALL PROJECT COORDINATION, OR OTHER ASPECTS OF CODE COMPLIANCE NOT HEADER: GAUGE: 26 COLOR: LIGHTSTONE SPECIFICALLY REFERENCED BY THE MANUFACTURER'S ORDER DOCUMENTS. SILL: GAUGE: 26 COLOR: LIGHTSTONE CERTIFICATION SHALL NOT EXTEND TO BUILDING ERECTION SUPERVISION JAMB: GAUGE: 26 COLOR: LIGHTSTONE OR INSPECTION. IF ZL: COPED FLASHING: GAUGE: 26 COLOR: LIGHTSTONE 3. BEHLEN MFG. CO. MAY BE NOTED IN THESE PLANS AS "BIVIC". FLOATING PANEL CLIPS BASE SEAL: GAUGE: 26 COLOR: LIGHTSTONE 4. BMC IS NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DAMAGES INCURRED CLIP HEIGHT: TALL (1 1/2") CORNER: GAUGE: 26 COLOR: LIGHTSTONE IN THE ERECTION OF BUILDING COMPONENTS NOR FOR THE INSPECTION (4" TO 6" INSULATION) OF ERECTED COMPONENTS TO ASCERTAIN SAME. 5. TEMPORARY BRACING MUST BE INSTALLED BY ERECTOR TO PROVIDE THERMAL BLOCKS REQ'D LINER: GAUGE: 26 COLOR: POLAR WHITE ADEQUATE STABILITY DURING ERECTION. BRACING INDICATED ON THE ERECTION DRAWINGS IS CRITICAL TO THE STABILITY OF THE COMPLETED WALL PANELS TOP PARAPET CAP: GAUGE: 26 COLOR: STRUCTURE AND SHALL NOT BE REMOVED 6. IF WINDOW AND DOOR FRAMES ARE TO BE FIELD LOCATED, GIRTS & TYPE: Al GAUGE: 26 COLOR: LIGHTSTONE SHEETING ARE TO BE FIELD CUT AS REQ'D. 7. A 3/4" DIA. X 2" LONG SLOT MUST BE FIELD LOCATED AS REQ'D IN GIRTS OF FLUSH FRAMED BUILDINGS TO PERMIT THE INSTALLATION OF LINER PANELS CABLE BRACING. 8. WALL & LINER PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL TYPE: Al GAUGE: 26 COLOR: POLAR WHITE INSULATION SYSTEM. UNAUTHORIZED REMOVAL OF PANELS IS PROHIBITED. IF THIS SET OF DRAWINGS WERE SENT VIA E-MAIL, THEY ARE COPIES OF THE ORIGINALS HEIGHT: FULL 9. ALL FIELD WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS BY BY THICKNESS SIMPLE RIGID FOR THE WELDING PROCESSES AND POSITIONS INDICATED IN ACCORDANCE THAT ARE PRINTED AND ON FILE AT THE HOME OFFICE OF BEHLEN MFG. CO. COLUMBUS, NE. NONE OTHERS BEHLEN OVER ZEE SAVER CLIPS BOARD WITH THE APPLICABLE AWS SPECIFICATIONS. WELD ELECTRODES USED THE ORIGINALS WITH THE ENGINEERS SEAL ARE CONSIDERED THE LEGAL DOCUMENTS. ROOF: 4" MUST BE 70 KSI STEEL, LOW HYDROGEN CONTENT. 10. STANDARD BEHLEN WALL, LINER & ROOF PANEL PROFILES ARE SHOWN FRAMING FINISH )) BELOW. WALL: 5 GAS COLORED SIDE (WHEN APPLICABLE) OUTSIDE PRIMARY FRAMING DARK GRAY PRIMER ZL-24 (MAIN FRAMES & ENDWALL FRAMES) 1105 ��1�� THERMAL BLOCKS: ADP1 WALL, LINER OR ROOF PANEL STANDING SEAM ROOF PANEL (WIND COLUMNS & BENTS) 0 P ARTITION PANELS THERMAL BLOCK CLIPS: NO COLORED SIDE (WHEN APPLICABLE) OUTSIDE SECONDARY FRAMING DARK GRAY PRIMER OF TYPE: Al GAUGE: 26 COLOR: POLAR WHITE L\_-F (GIRTS, EAVE STRUTS, PURLINS 10 y 1. V 4 Al = ADP1 PANEL A2 = ADP2 PANEL SS = STANDING SEAM ZL = ZL-24 STANDING SEAM ADP2 WALL, SOFFIT OR LINER PANEL STANDING SEAM ROOF PANEL DOOR/FRAMED OPNG. & CLIPS ETC.) 0 1 0 SCALE : NONE M ADISON COUNTY IMPLEMENT BEHLEN MFG. CO. 0 1 0 DRAWN BY C.W.QUAIL DATE 05-20-05' 0 1 CHECKED BY N DATE 6 4--.5 REXBURG, IDAHO COLUMBUS, NEBRASKA L APPROVED BY DATE '=' INFORMATION JOB NO. M4178 SHT. 1 IF LETTER I REVISIONS DRAWN BY I DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY I DATE JAPPROVED BY I DATE REVIEWED BY I DATE I REVIEWED BY DATE I _ _I CWQ e Q L L F c L C F h F c IN 1 r) G n" nI IT - rn nI 1T nr c ---rri w D— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT u A f U U U U ANCHOR BOLT PLAN NOTE: All Base Plates Q 100' -0" (U.N.) 01 0 SCALE : NONE DRAWN BY CMQUAIL DATE 05 -20 -05 MADISON COUNTY IMPLEMENT BEHLEN MFG CO. CHECKED BY gt-m ( 4, DATE 5 _ *4.-pc' REXBURG, IDAHO � COLUMBUS, NEBRASKA APPROVED BY DATE _ S_� LETTER REVISIONS D BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY t A:NCHOR D A TE REVIEWED BY D A TE REVIEWED BY DATE B 0 I_ T PLAN JOB N o. M 417 8 sH T. 2 of 0 . I 01 J 9 o Dia— 1/2" * Dia= 3/4" cwQ r . v vv r r v vv 1 VI J 1 l_L.L 2 3 4 5 6 20' - 10" 20' -10" 20' -10" 20' -10" 20' -10" 20' -10" 2 , -0" j 8' -10 18 2' -0" o ■ • r— • ■ • ■ r ■ on G H H ■ • ■r H L ■• ■ ■ L H ■ ■ H ■ ■ G J ❑M o on I 0 I N N 0 N Gy� ❑M C ■ ■ .. on o J 0 O i� I o I O N N � J — .. ❑M e w i ■■ C •■ 0 I o N 00 J 1 i I 0 N 0 El 5 ■■ —�_— — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — ■ ■ A ■ ■ • ■ • w ■ ■ w ■ ■ ■ ■ w ■ X— Bracing w w■ Bracing ■ C K E K K K K L K K p I D w ■ r A �- A .. it ■ ■ -� . . I o D I I ■ . B I B ■ ■ ■ ■ I CO i 0 I 0 I - i 0 0 N N I N I N CO I I e o 0 U ..B U P ■w B.. I I I .. I i I m .. A Q m to w N A ■ . .. •• r• E F F F F 0 0 I I F ( ( E t� • ■ ■ ■ ■ ■ 7-7w ■ ■ ■ ■ w ■ 0 e J I e X— Bracing X— Bracing , ! ' —O" 8' -10" D,e7� 20' -10" 20' -10" 20' -10" 20' -10" 20' -10" 20' -10" D— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT u A f U U U U ANCHOR BOLT PLAN NOTE: All Base Plates Q 100' -0" (U.N.) 01 0 SCALE : NONE DRAWN BY CMQUAIL DATE 05 -20 -05 MADISON COUNTY IMPLEMENT BEHLEN MFG CO. CHECKED BY gt-m ( 4, DATE 5 _ *4.-pc' REXBURG, IDAHO � COLUMBUS, NEBRASKA APPROVED BY DATE _ S_� LETTER REVISIONS D BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY t A:NCHOR D A TE REVIEWED BY D A TE REVIEWED BY DATE B 0 I_ T PLAN JOB N o. M 417 8 sH T. 2 of 0 . I 01 J 9 o Dia— 1/2" * Dia= 3/4" cwQ CWQ U 111' SWING SWING SWING SWING TYPE "A" TYPE "B" TYPE "C" TYPE "D" OUTSIDE OUTSIDE SINGLE WALK DOOR SWING SWING TYPE "Al" TYPE "BI" DOUBLE WALK DOOR SWING SWING TYPE "Cl" TYPE "DI" A OUTSIDE SINGLE WALK DOOR (SWING IN OUTSIDE DOUBLE WALK DOOR (SWING IN plinks - i , •. , i i•• DOOR SIZE HEADER DRIP CAP JAMB TRIM STIFFENER JAMB TRIM 3070 TW13 TW15 & TW16 4070 TW14 TW15 & TW16 6070 TW14 TW15 & TW16 GLASS INSULATED PRE- ASSEMBLED KNOCKED- DOWN LEVER LOCK STANDARD DOOR MANF. PDL OR DOMINION BF = BI -FOLD WK = WALK DOOR FOS = FRAMED OPENING W/ SILL PLAN 1. D. SPECIAL ALL DOORS DOORS WITH LITES (GLASS) ADD -ON OPTIONS PLAN I ' D ' PART NUMBER (WHEN REQD) QTY SIZE COLOR WHITE OR BRONZEAI,BI,CI,DI SWING A,B,C,D FLUSH GLASS INSULATED PRE- ASSEMBLED KNOCKED- DOWN LEVER LOCK STANDARD DOOR MANF. PDL OR DOMINION PDL 4 X 24 DOMINION 6 X 30 16 X 16 PDL 20 X 24 DOMINION 24 X 30 DOOR SKIN HEAVY DUTY CLOSER PANIC DEVICE WITH LEVER PREP DOOR FOR MORTISE LOCK (LOCK NOT BY BMC) LATCH GUARD CENTER MULLION KEYED ALIKE WIRE INSL. WIRE INSL. WIRE TEXTURED 18 GAUGE A M4178PB 2 3070 WHITE A SW & PW X X X - YES DOMINION HL EW X X X - X 16' -0 "X14' -0" X EW X B M4178PC 2 3070 WHITE B HL X X X X YES DOMINION X - X - X X C M4178PD ONE 3070 WHITE A X X X YES DOMINION X X X D M4178PE 2 3070 WHITE BI X X X YES DOMINION X X X E M4178PF ONE 3070 WHITE B X X X YES DOMINION X X -0701 1 YES BF = BI -FOLD WK = WALK DOOR FOS = FRAMED OPENING W/ SILL PLAN 1. D. * TYPE OF OPENING LH = LOW HEAD -ROOM RU = ROLL -UP SL = STANDARD LIFT OWS = ONE WAY SLIDE HL = HIGH LIFT TWS = TWO WAY SLIDE VL = VERTICAL LIFT SF = STORE FRONT BF = BI -FOLD WK = WALK DOOR FOS = FRAMED OPENING W/ SILL PLAN 1. D. QTY SIZE WIDTH X HEIGHT SILL HEIGHT (IF REQD) TYPE OF OPENING LOCATION SW OR EW JAMB COVER LINER TRIM TORSION SPRING SUPPORT F ONE 3'- 4 "X7' -2" BRONZE WK PW INSULATED STRONGLIGHT (10 -6) OTHER INFORMATION RUBBER PIPE FLASHING (7" TO 13 ") G 2 8 4 31 X9' -0" WK SW & PW 6030 BRONZE H 8 5'- O "X7' -0" 2 - 0 " FOS SW & PW 5030 J ONE 5'- 0 "X7' -0" 11' -0" FOS SW & PW 6030 - 2 24' -0 "X20' -0" HL EW X X - ONE 16' -0 "X14' -0" HL EW X X 4040 ONE 12' -0 "X14' -0" HL EW X 5040 - - 2060 - - - 3040 ACCESSORIES LEE PLAN 1. D. QTY DESCRIPTION QTY SIZE 3030 WALL LOUVER STATIONARY CENTER MULLION LINER TRIM 3030 WALL LOUVER (OPERABLE) LINER TRIM HORIZONTAL SLIDING RUBBER PIPE FLASHING (1/4" TO 4" BRONZE UNINSULATED DURALITE (10 -6) RUBBER PIPE FLASHING (4" TO 7 ") INSULATED STRONGLIGHT (10 -6) OTHER INFORMATION RUBBER PIPE FLASHING (7" TO 13 ") 4030 BRONZE 9" RIDGE VENTILATOR X 10 -0 16 "0 VENTILATOR ADAPTOR 6030 BRONZE - - WINDOWS PLAN 1. D. SPECIAL PART NUMBER (WHEN REQD) PREMIER (SELF- FRAMING /FLASHING HORIZONTAL SLIDE) QTY SIZE COLOR CENTER MULLION LINER TRIM COLOR WHITE BRONZE LINER TRIM HORIZONTAL SLIDING 3030 BRONZE UNINSULATED DURALITE (10 -6) UNINSULATED STRONGLIGHT (10 -6) INSULATED STRONGLIGHT (10 -6) OTHER INFORMATION 3030 4030 BRONZE 6030 BRONZE - - 5030 WINDOWS PLAN SPECIAL DOMINION /PDL PRE- ASSEMBLED 1. D. PART NUMBER (WHEN REQD) QTY WINDOW MANF. PDL OR DOMINION TYPE &SIZE COLOR WHITE BRONZE LINER TRIM HORIZONTAL SLIDING FIXED PICTURE FIXED PROJECT -IN UNINSULATED DURALITE (10 -6) UNINSULATED STRONGLIGHT (10 -6) INSULATED STRONGLIGHT (10 -6) OTHER INFORMATION 3030 - - 4030 - - 5030 - - 6030 - - MFG. CO. 4040 - - - 4040 - - 5040 - - 2060 - - - 3040 TRANSLUCENT PANELS PLAN QTY ROOF (SSR) ROOF (ADP1) WALL (ADP1 OR ADP2) 1. D. QTY UNINSULATED (10 -21/4) INSULATED (10 -21/4) UNINSULATED DURALITE (10 -6) UNINSULATED STRONGLIGHT (10 -6) INSULATED STRONGLIGHT (10 -6) UNINSULATED DURALITE (10 -6) UNINSULATED STRONGLIGHT (10 -6) INSULATED STRONGLIGHT (10 -6) OTHER INFORMATION CURBS ARE NOT SUPPLIED BY BEHLEN MFG. CO. 1'' 'i• s a k i , I m il N 10 i •' PLAN 1. D. QTY SIZE WIDTH X LENGTH UNIT WEIGHT OTHER INFORMATION CURBS ARE NOT SUPPLIED BY BEHLEN MFG. CO. SCALE : NONE DRAWN BY C. W. QU AI L CHECKED BY APPROVED BY REVISIONS IDRAWNBYI DATE ICHECKEDBYI DATE JAPPROVEDBY1 DATE IREMEWEDDY DATE REVIEWED BY DATE 05 -21 -05 MADISON COUNTY IMPLEMENT DATE REXBURG, IDAHO DATE DATE BUILDING ACCESSORIES aw 1 OFV P�� Q �Rf i.� M4 F1 BEHLEN MFG. CO. COLUMBUS, NEBRASK JOB No. M 4178 4 of SHT. �.. � rl«i, FLANGE BRACES: Both Sides(U.N.) A — L1.5x16G B — L2x14Ga C — L3x12Ga 1'--5" 1' -5 9 SP© 4'_3 5/8 23 SP® 4' -8 7,8„ ,ef:�T1" 12 C ON F0A 1)FB480A(1) FB480A 1 1" 2 Fg480A B48 1) � + 0 O FB4 12 FB48OA 1) � _ - - -- -- _ d 80 A( 1 ) FB4 FB665B 1) _ - -- -- _� 85A 1) FB665 Fg665C 1) 00 F _ -- - - - B 1) B665B 1) _ FB485A 1) �- - _ FB425A( � _ _ _ _ _ ..n FB480A(1) FB480A 1) _ �' _ _ _ _ _ — I RF -6 _ — CO I Fg485A( 1 �— _ — ( 1 _ 5 cn I _ r? RF1 -4 o 0 � I m --- - RF1 -3 _ aLn C° 73' -0" Crane Span I m RF1--2 o I I o cf) CL CN -. t� I co I Of , Q N U < I 0 O ( �+ O) NJ NU (D �c _ (0 N0 m i cD W N I i N i I I d - I d D ERECTION NOTES: 1. THE "BEHLEN FRAME BUILDING ERECTION GUIDE" IS TO BE USED IN CONJUNCTION WITH THESE DRAWINGS TO DETERMINE COMPLETE ERECTION REQUIREMENTS. 2. ALL A -325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A -325 OR A -490 BOLTS" SECTION 8 (D) TURN -OF- THE -NUT TIGHTENING. 3. ALL FLANGE BRACING MUST BE INSTALLED AT FRAME LINES AS SHOWN. 66' -11 15/16" CLEAR +/- 71'-2" 150' -0" OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION FOR FRAME LINE 1, 2, 3, 4, 5, 6 & 7 75' -0 1/2" CLEAR +/— 78' -10" 3' -1 1 /2" IN ■ f'%Air) ^I lln ROLL— AND —LOCK SEAM - (CRIMPED WITH MANUAL SEAMING TOOL) ROOF PANEL —\ ROOF PANEL SEAM TYPES Qni L— AND —LOCK SEAM TRIPLE —LOCK SEAM SEAMED) (AT CLIPS) ROOF PANEL ROOF PANEL —� PANEL CLIP AT PANEL CLIPS BETWEEN CLIPS DENOTES AREA OF ROOF THAT REQUIRES ROLL— AND —LOCK SEAM Q 1 1_ 0 ,1 STARTING DIMENSION INSULATION "'�NEL C' "' k7m oilwA[ilf I RAKE ANGI WALL PANEL LEFT END RIGHT END STARTING DIMENSION SLIDING RAKE PLATE NOT SHOWN FOR CLARITY \KE ANGLE WALL PANEL LL O O i O I O 0 i 0 li#• '' \ -PANEL CLIP AT PANEL CLIPS BETWEEN CLIPS DENOTES AREA OF ROOF THAT REQUIRES TRIPLE —LOCK SEAM n QUADRI —LOCK QUADRI —LOCK (AT CLIPS) ROOF PANEL ROOF PANEL PANEL CLIP AT PANEL CLIPS BETWEEN CLIPS DENOTES AREA OF ROOF THAT REQUIRES QUADRI —LOCK SEAM 7 O e c7> h I 0 �— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT • i'` i �' 1 i �' rr'1 1 i � � 1' -0" 12' -0" ROOF 125' -0" OUT —TO —OUT OF STEEL 24 Go. ZL -24 — GALVALUME 20' -10" 20' -10" 20' -10" 20' -10" 20' -10" 20' -10" O e c7> h I 0 �— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT • i'` i �' 1 i �' rr'1 1 i � � 1' -0" 12' -0" ROOF SHEETING PLAN Panel Start PANELS: 24 Go. ZL -24 — GALVALUME N -LWAS i •' • i' ` i • 1 i i r r r l 1 i 12' -0" SCALE : NONE DRAWN BY CXQUAIL CHECKED BY APPROVED BY BY DATE REVIEWED BY L �ST / aQ F 3 yl�jos � 9TP OF tig i.�P� DATE 05 -23 -0 I REXBURG, MADISON COUNTY IMPLEMENT BEHLEN MFG. CO. DATE c; -2-7 _� IDAHO COLUMBUS, NEBRASKA DATE DATE ROOF FRAMING JOB N0. M4178 1 7 T. 7 of 0" p STARTING DIMENSION TQIaLE —LOCK SEAM CWQ 1' - 0 " 12 CI _' I -1 b in 0 0 ^ I N N d- I M 150' -0" OUT -TO -OUT OF STEEL � AA L J I G IT E D C B 3' -0" 20' -0" 20' -0" 20' -0" 5' -8" 13' -7" 13' -3" 27' -0" 13' -3" 13' -3" 6 " 6" STABILITY CHANNEL ANGLE SU6DG060 -588 BEB819 4' -0 "O. C. MAX. E —72 5- 0 "O.C. MAX. EC -73 EC -74 I ____ __I_ I EC -75 EC -76 AG2 ___ _ _�— `�— —� - - --M EC -71 18 - - -- - -G -107 - - - - -- 18 18 - - -- -- ____ G -107 - - - - -- 18 17 I I _ -- �_" - --- �-- _— OCR® _ I _ C 18 G-106 r 17 - - - - -G -108_ -- -6 - - - 3 1 - - G-10 f - �-- �0 _ --- -- -1 ` --` _ - --- -__ G 12 - G-13 4 G -103 G -105 16 G -105 _- _ - -- -- _ _" -- EC -52 T 7 I _' EC -53 T T7X3/16 16 - - - - T7X3/16 EC -71 8 80860413 F3] 17 Mi Fl -"­ I __- ---" -" - -- G -5 - `� ` - - __i_ - - - -- G ------ I--T_- ----"- G " E TS 80860413 1 " _ -�_� -4 G -7 - g G -12 80860413 ' DH -1 12 _ _ -_- I I it - - G 4 G_4 G 4 I I I I l g _ G 4 I G 4 G -4 G -7 I G -9 II _ G 12 5TA61Lt*TY 6-1AA140EL5 DH -51 S -v o, c. DH -52 DH -51 I I � 15 15 ( � 1 g GL1 -102 G -9 G -12 L 0 L It N ° ° G -6 I I G -8 G -11 I I II -- — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — --- - - - -- ------ - - - - -- I I I I II I I - - - - - -- ----- - - - - -- -------- L - -L -- -------- - - - - -- EC -1 EC -51 EC -52 EC -53 EC -54 EC -5 EC -6 EC -7 6 59'—o 6 24'— 0 OI N O) N ° umns EC -5 Out, 14 24 -7 3/4 - �'- - EC -6 8DC12 25' -9 5/16" _�- 3❑ EC -7 81050413 26' -10 9/16" M] 51 DJ -1 C8X18.75 27 -7 13/16 1' -g' DJ -51 8C16 " - -- - -6, - G-1 D I(I DH -51 8CG13 23l_ 11 3/4" „ DH -52 8CG13 " I G -1 8CG16 3' -3 3/8" G -2 8Z16 5' -0 1/4" I I ( in G -4 8Z16 23' -5 1/2 G -15 G -17 I 9 I I G -5 8Z16 25' -8 5/8" 1 G -6 8CG16 5' -7 3/4" G -7 8Z16 9' -1 1/2" I ( I G -8 8CG16 13' -6 3/4" I ( O G -9 8Z16 17' -0 1/2" G -10 8Z16 26' -11 /16" G -11 8CG16 14' -4 5/8 " I ( ( G -12 8Z16 16' -1 1/2" G -15 G-17 I 9 I I d G -13 8Z12 23' -3 1/2" I ( G -14 8CG16 14' -4 5/8" G -15 8Z16 16 -1 1/2" I I I G -16 8CG16 12' -6 3/8" I I I N N G -17 8Z16 14' -3 1 /4" I ( I I G -18 8Z16 14, -11 5/8" „ G -101 8Z16 I I I G -102 8Z16 G -17 I g I I G -103 8Z16 '- 31 G -15 G -104 8Z16 " G -105 8Z16 " I I I N G -106 8C16 " I I I I G -107 8C16 '- G -108 8C16 " G -14 G -16 I I G -109 8C16 " I I FLANGE BRACE TABLE I I FRAME LINE 1 C I EC -7 �I EC -6 1' -8 3 /4 11 1 / l' -8 3/4" 1#16.4 *0 q BEEN ,,A 00 I O I 0- DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS- DENOTES TORSION SPRING SUPPORT REVISIONS DRAWN BYE DATE CHECKED BYE DATE APPROVED BYJ DATE it ---------- - - - - -L U SCALE : NONE O DRAWN BY C.W.QUAIL O CHECKED BY L. C�\A2T1 O APPROVED BY BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE REVIEWED BY I O I DATE 05 -23 -05 MADISON COUNTY IMPLEMENT DATE �; 2� -0 , REXBURG, IDAHO DATE DATE ENDWALL FRAMING F 0 1 /- JM — U I G 2 FA I , , : -6 1 /23 F8180A 1-6" CONNECTION PLATES 2 CP128 3 CP144 4 CP131 5 CP130 6 c1 7 CP209 8 d1 9 MP234 15 CP148 16 776101 11 ►i[of1a[l OID PART 1 TW24 -20 2 TW23 -20 3 TW21 -12 4 TW11 -20 5 TW1 -20 6 TW1 -12 7 TE31 8 CP35 9 TCM 10 TR21 S s /Z�s 1 I CO C OLUMBUS , NEBR JOB NO. M4178 I SHT. 8 OF � i I 0 LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. Al - LIGHTSTONE 1' -8 3 /4"1 GIRT -8 3/4" l' -8 3/4" l' -8 3/4" 1' -8 3/4- "1 I 1' -8 3/4" l' -8 3/4" LAPS 1' -8 3/4" l' -8 3/4" '1' — -8 3/4" '1' -8 3 1 8 3/4 LEFT END WALL FRAMING: FRAME LINE 1 9 0 � 8 �� rlu o out. I a — — EC -52 T T7X3/16 EC -53 T T7X3/16 EC -54 T T7X3/16 EC -71 8 80860413 EC -72 8 80860413 EC -73 8 80860413 " E EC -74 8 80860413 1 " EC -75 8 80860413 ' EC -76 8 80860413 ' Out, 14 24 -7 3/4 - �'- - EC -6 8DC12 25' -9 5/16" _�- 3❑ EC -7 81050413 26' -10 9/16" M] 51 DJ -1 C8X18.75 27 -7 13/16 1' -g' DJ -51 8C16 " - -- - -6, - G-1 D I(I DH -51 8CG13 23l_ 11 3/4" „ DH -52 8CG13 " I G -1 8CG16 3' -3 3/8" G -2 8Z16 5' -0 1/4" I I ( in G -4 8Z16 23' -5 1/2 G -15 G -17 I 9 I I G -5 8Z16 25' -8 5/8" 1 G -6 8CG16 5' -7 3/4" G -7 8Z16 9' -1 1/2" I ( I G -8 8CG16 13' -6 3/4" I ( O G -9 8Z16 17' -0 1/2" G -10 8Z16 26' -11 /16" G -11 8CG16 14' -4 5/8 " I ( ( G -12 8Z16 16' -1 1/2" G -15 G-17 I 9 I I d G -13 8Z12 23' -3 1/2" I ( G -14 8CG16 14' -4 5/8" G -15 8Z16 16 -1 1/2" I I I G -16 8CG16 12' -6 3/8" I I I N N G -17 8Z16 14' -3 1 /4" I ( I I G -18 8Z16 14, -11 5/8" „ G -101 8Z16 I I I G -102 8Z16 G -17 I g I I G -103 8Z16 '- 31 G -15 G -104 8Z16 " G -105 8Z16 " I I I N G -106 8C16 " I I I I G -107 8C16 '- G -108 8C16 " G -14 G -16 I I G -109 8C16 " I I FLANGE BRACE TABLE I I FRAME LINE 1 C I EC -7 �I EC -6 1' -8 3 /4 11 1 / l' -8 3/4" 1#16.4 *0 q BEEN ,,A 00 I O I 0- DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS- DENOTES TORSION SPRING SUPPORT REVISIONS DRAWN BYE DATE CHECKED BYE DATE APPROVED BYJ DATE it ---------- - - - - -L U SCALE : NONE O DRAWN BY C.W.QUAIL O CHECKED BY L. C�\A2T1 O APPROVED BY BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE REVIEWED BY I O I DATE 05 -23 -05 MADISON COUNTY IMPLEMENT DATE �; 2� -0 , REXBURG, IDAHO DATE DATE ENDWALL FRAMING F 0 1 /- JM — U I G 2 FA I , , : -6 1 /23 F8180A 1-6" CONNECTION PLATES 2 CP128 3 CP144 4 CP131 5 CP130 6 c1 7 CP209 8 d1 9 MP234 15 CP148 16 776101 11 ►i[of1a[l OID PART 1 TW24 -20 2 TW23 -20 3 TW21 -12 4 TW11 -20 5 TW1 -20 6 TW1 -12 7 TE31 8 CP35 9 TCM 10 TR21 S s /Z�s 1 I CO C OLUMBUS , NEBR JOB NO. M4178 I SHT. 8 OF � i I 0 LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. Al - LIGHTSTONE 1' -8 3 /4"1 GIRT -8 3/4" l' -8 3/4" l' -8 3/4" 1' -8 3/4- "1 I 1' -8 3/4" l' -8 3/4" LAPS 1' -8 3/4" l' -8 3/4" '1' — -8 3/4" '1' -8 3 1 8 3/4 LEFT END WALL FRAMING: FRAME LINE 1 9 0 � 8 �� S s /Z�s 1 I CO C OLUMBUS , NEBR JOB NO. M4178 I SHT. 8 OF � i I 0 LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. Al - LIGHTSTONE 1' -8 3 /4"1 GIRT -8 3/4" l' -8 3/4" l' -8 3/4" 1' -8 3/4- "1 I 1' -8 3/4" l' -8 3/4" LAPS 1' -8 3/4" l' -8 3/4" '1' — -8 3/4" '1' -8 3 1 8 3/4 LEFT END WALL FRAMING: FRAME LINE 1 9 0 � 8 �� BOLT TA FRAME L LOCATIOI Columns M Jamb A 150' -0" OUT -TO -OUT OF STEEL B c D E F H K 13 ,_ 3 „ 27,_0„ 131_7„ 23,_8„ 24' -013 22,_0„ C' - n nu i no i n niniri 'z� A - - 7 : 7 _ _ —� 1,_8„ C� ---__ _ G- __ -- I G 2 0 _ I16 _ - o I I I- - _ _- %n I I I M I G -19 G -12 II I o II f I 11 I cfl I I I 1 l 7 I G -19 G -12 I (i (0 I ► I N N II ! ( II I 71 G -19 G -12 N I I f I II I 1 7 G -16 G -11 I If n ----- - - - - -- ------ - - - - -- - I I EC -6 EC -7 I�I GIRT 1' -8 3 /4"1 LAPS 1' -8 3/4" ono 0<2 1' -8 3 /4"1 1' -8 3 4/ 'I 1 1' -8 3/4" 1' -8 3/4" RIGHT ENDWALL FRAMING: FRAME LINE 7 1' -8 3 1' -8 3/4 -8 3/4" I <Z> Q- DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS- DENOTES TORSION SPRING SUPPOR RIGHT ENDWALL SHEETING 8c TRIM: FRAME LINE 7 PANELS: 26 Go. Al - LIGHTSTONE IA LENGTH 1/2" 1 1 2 1 /2" 1 1/4 " MEMBER TABLE FRAME LINE 7 MARK PART LENGTH EC -6 8DC12 25 —9 5/16 EC -7 81050413 26' -10 /16" EC -8 80850413 24' -7 3 4" EC -9 80850413 22' -8 1/16 EC -10 B0850413 20' -8 1/16 DJ -1 C8X18.75 27' -7 133/16" DJ -5 8CG12 22' -11 5/16" DJ -6 8CG12 21' -11 5/16" DH -1 8CG13 23' -11 3/4" DH -3 8CG16 11' -11 3/4" G -8 8CG16 13' -6 3/4" G -9 8Z16 17' -0 1/2" G -11 8CG16 14' -4 5/8" G -12 8Z16 16' -1 1/2" G -13 8Z12 23' -3 1/2" G -14 8CG16 14' -4 5/8" G -15 8Z16 16' -1 1/2" G -16 8CG16 12' -6 3/8" G -19 8Z16 14' -3 1/4" G -20 8Z16 14' -11 G -21 8Z12 5/8" 16' -1 1 2" G -22 8Z13 15' -5 3/4" G -23 8CG12 27' -9 5/8" G -24 8Z16 29' -6 1/2" G -25 8Z15 29' -6 1/2" G -26 8Z16 11' -3 1/2" G -27 8CG16 7' -1 5/8' G -28 8Z16 8' -10 1/2" G -29 8Z16 7' -3 3/4" G -30 8CG12 21' -3 3/8" G -31 8Z16 23' -0 1 /4" G -32 8Z13 22' -1 7 FLANGE BRACE TABLE FRAME LINE 7 VID MARK LENGTH 1 F131 25A 1 —0 1/2" 2 FB185A 1' -6 1/2" 3 F8180A 1' -6" CONNECTION PLATES FRAME LI 7 ❑ ID MARK PART 1 CP129 2 CP128 3 CP144 4 CP131 5 CP130 6 d1 7 MP234 9 n2 14 CP146 15 CP96 16 1 CP148 TRIM TABLE FRAME LINE 7 OIDI PART 1 TW24 -20 2 TW23 -20 3 TW21 -12 4 TW24 -12 5 TW23 -12 6 TW11 -20 7 TW1 -12 8 TW1 -20 9 TE31 10 CP35 11 TCM g10NA 4� � G%S 1053 OF \oP Q Y 1. O DRAWN BY C W QUAIL DATE o5 -24 -0 MADISON COUNTY IMPLEMENT H° BEHLEN MFG. CO. O O CHECKED BY DATE REXBURG, IDAHO COLUMBUS, NEBRASKA O APPROVED BY DATE O O JOB NO. SHT OF , LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED 8Y DATE REVIEWED BY DATE ENDWALL FRAMING M4178 9 M I 1' -8' 4 d N ( co N I d L 1. _L _,_. — - EC -7 EC -6 EC -8 EC -9 EC -10 c0 24 ,_ 0 „ �I 4'_6„ 12,_0„ 7' -6„ O I 125'-0" OUT—TO—OUT OF STEEL 20'— 10" 20'-10" 20'-10" T 20'-10" 20'-10" 20'-1 GIRT LAPS E-2 E_3 uo-u DJ-4 oklu/q C0X11.5 /-u J DH-2 8CG16 15'-11 3 E-1 8E14 20'-9 E-2 8E1 20`-9 [-3 8E14 2O'-Q � G-33 8CG18 ' � Q-34 8Z1 21'-7 5 G-35 8CG18 20 G-38 8Z1 22'-5 1 G-37 8CG16 22`-5 G-38 8318 :2,3' G-39 8Z1 15' 1/2' G- 40 8CG18 1 " ' G-41 8Z1 2'- 5 5/8" CSA-1 T4X3/18 C8-3 RX5 CB-4 RX5 30'-0" CB-5 |RX5 |'-U" | � | FRAME LINE A 00 DID MARK/PART CSA CSA TRIM TABLE OID PART z NZ Q0 - (5 SJ/ Q3/14_ 83 ' 9 3/^ S 5/4" Q J/4" Q 3/4 '9 3/4" FRONT S|D[UWA|| FRAMING: [RAM[ ||N[ A | <Z> [����T �!�[WH�|| �U[[T|N�� �. T�|��. [�&K�[ |l�]� � FRONT | ��![�[-VV��L-L_ SHEETING ||���� ��. TRIM: FRAME L_||\J�� �� PANELS: 26 Go. Al — LIGHTSTONE ��- ����lT�� A�|� |�l(,�T�� �(�/.���O�Y c� ~�'`~'^-^~ FIELD �~~'`'�~ '`^~~^-~~~'`' /��� �[�[��c��O��/ �A��T\ \^~'-`- '`°=`-`~"=`' `'''`-`-// TS- DENOTES TORSION SPRING SUPPORT REVISION 01 DRAWN BY C.W.QUAIL_ 0 CHECKED By 0 APPROVED BY DRAWN 131Y DATE !CHECKED BYI DATE !APPROVED BYI DATE 1REVIEWED BY! DATE LETTER REVISIONS DRAWN BY D A TE CHECKED BY D A TE I APPROVED BYJ D A TE IREVIEWED BY I DATE I REVIEWED BY NAL OF DATE 05-24-05' MADISON COUNTY IMPLEMENT <=> BEHLEN MFG. CO. DATE MEXBURG, IDAHO COLUMBUS, NEBRASKA DATE M4178 2 rmm | | L___________________________________________________ 0 ____________________________________________________ _______________�__l SPECIAL BOLTS o ID IQUAN TYPE DIA LENGTH WASH 1 1 4 A325 1/2" 1 1/2" 0 m WF -1 B1250413 10 " -0" 0 I r\ WF -2 81250413 17' -9 1 /4" E - 2 8E14 20' - 9 /4" E -4 8E14 20' -9 3/4" E -5 8E14 20' -9 3/4" E -6 8E14 20' -9 3/4" G -34 8Z16 21' -7 5/8" G -36 8Z16 22' -5 1/2" G -42 8CG13 20' -9 3/4" G -43 8CG12 20' -9 3/4" G -44 8Z16 21' -7 5/8" G -44 8Z16 21' -7 5/8" CB -4 RX5 20' -0" FRAMED CB -51 RX5 '- 31 I IYV11 — Gi 2 TW1 -20 3 CP35 4 TE1 -20 1 RF1 -1 GIRT LAPS 0 0 Hol I RF1 -1 /„ 9 3 3/4" I HI RF1 -1 RF1 -1 9 3/4" 9 3 / 4" 9 3/4" 9 3/4" BACK SIDEWALL FRAMING: FRAME LINE M I RF1 -1 9 3/44_ 3/4" I I R171 -1 RF1 -1 / „ 93 93/4" o I r I I I I I 10 I I r I ( I I i 0 I r 0 I r\ 0 I r 0 I r 0 I r~ 0 I r 0 I r 0 I 0 I r� 0 1 0 1 r� 0 1 r 0 1 r 0 1 r 0 1 h 0 1 r 0 1 r 0 1 0 1 r 0 1 0 1 0 1 0 1 0 1 0 1 0 1 h 0 1 r 0 1 r\ 0 1 r 0 1 rl 0 1 r 0 1 0 1 r 0 1 r 0 1 r 0 1 r 0 1 rl 0 1 "r, 0 1 r 0 1 r- I I L - -- i BACK SIDEWALL SHEETING & TRIM: FRAME LINE M PANELS: 26 Go. Al - LIGHTSTONE FM O V UJ DH -53 ummo 01.10 HEADER 8C16 — 8' -3 3/4" CP149 TOP CLIP (GIRT) CP146 BOTTOM CLIP DENOTES FIELD LOCATED ACCESSORY CP96 GIRT CLIP (SEE ACCESSORY SHEET) CP148 HEADER CLIP TS - DENOTES TORSION SPRING SUPPORT TW16 JAMB TRIM 7' -3 1/4" 0 TW15 JAMB TRIM STIFFENER 7' -3 1/4" TW21 -12 I DRIP CAP 12' -6" 01 FRAMED OPENING PARTS FRAMED OPNG. W SILL .e MARK PART LENGTH H DJ -52 JAMB 8C16 7 —0 7/8 DH -53 HEADER /SILL 8C16 4' -11 3/4" CP149 TOP CLIP (GIRT) CP146 BOTTOM CLIP SCALE NONE DRAWN BY C.W.QUAIL DATE 05 -24 -05 MADISON COUNTY IMPLEMENT CP96 GIRT CLIP O CP148 HEADER /SILL CLIP TW16 JAMB TRIM 7' -3 1/4" TW15 JAMB TRIM STIFFENER 7' -3 1/4" TW14 DRIP CAP 6' -10" CHECKED BY i,.Mt�rzr ��= TWriR -17 CII I TRIAA REXBURG, IDAHO COLUMBUS, NEBRASKA r` to l!1 11 53 0- DENOTES FIELD LOCATED ACCESSORY �'y��q��OF`op'r��L� (SEE ACCESSORY SHEET) TS - DENOTES TORSION SPRING SUPPORT 0 01 0 0 SCALE NONE DRAWN BY C.W.QUAIL DATE 05 -24 -05 MADISON COUNTY IMPLEMENT ❑� BEHLEN MFG. CO. O O CHECKED BY i,.Mt�rzr ��= DATE 5 2—t —v5 REXBURG, IDAHO COLUMBUS, NEBRASKA O 1 PPROVED BY DATE I LETTERI REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE ILETTERI REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE I REVIEWED BY DATE SIDEWALL FRAMING JOB NO M4178 I SHT. 11 OF z l r` to l!1 I j ) in GIRT 9 3/4" 9 3/4" 9 3/4" 9 3/4" 9 3/4" LAPS 9 3/4" 9 3/4" 9 3/4" 9 3/4" 9 3/4" PARTITION FRAMING: FRAME LINE F 7 6 5 4 3 2 1 Q— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT PARTITION SHEETING & TRIM: FRAME LINE F PANELS: 26 Go. Al — POLAR WHITE G -46 8Z16 — 8' -3 3/4" — I LJ — U VU I I —VU! VI' 3 1 CCL N CP146 BOTTOM CLIP G -151 8Z16 CP96 GIRT CLIP N CSA -2 6 HEADER CLIP 5 SCALE : NONE RA43DG 3X3X1 /4 4 O TW15 3 3X3X1 /4 2 T1A /71 -17 npiD (SAD RA43DG 3X3X1 /4 20' -10" 20' -10" 6' -10" 20' -10" CII I TOM N 20' -10" 3X3X1 /4 20' -10" DRAWN BY C.W.QUAIL 20' -10" RA43DG 3X3X1 4 2' -0" — — — — — — — — — — — — — — — — — — �Rq �3 G — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ` 4 3� G — — — — — — — — — — — — — — — — — — — — — — — — — — 2' -0" — — — — 4-2" CP146 BASE CLIP CP183 TOP CLIP Q,- GIRT CLIP TW16 JAMB TRIM 7 —3 1/4" TW15 JAMB TRIM STIFFENER 7' -3 1/4" TWI _� n[?ID (`AID Ln 3' -1 n" APPROVED BY DATE Q� JOB N o. M4178 sHT. 12 oF� t LETTER REVISIONS DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE R P �� DATE Ln cn Ln I Ln to Ln Ln Ln Lo Ln In I I I I I I I I I I i I I I i 00 I i G -46 I G -47 I I G -47 I I I i G -47 I I ��� G -47 `�� I G -151 I I I co I I L co co co co �� CSA -2 co co '= -/- _ ``` CSA 2 I I co co co Ir -- - -- - - - - - -- --------- - - - - -- — Ir ------ co I - -- — — --� - -- ------ � co co co co � c0 co co - -- ------------------- ----------- co - - - - -- � co - - - - -- --�I o co I�-- �.---------- - - - - -� ��- - - - - -- — I►--------------------- N N N N II--------------------- N N N II-- �--------------- N 7 — �i---------- N - - - - -- N N co ! � � G— 46 / � N IC-47 I N N G— 47 N N N G -47 N N N G— 47 i N G -151 N N I r In I N I �t- \� N N �/ I G I 1 - - - --i �- - - --� �, L -- - - - -_J � I G746�� -47 G -47 G -47 In I G!4\7-, I© G -150 Ll I � a I a� ��, <� I----- 1 �i / MC52 I I I I I I I I I I I I I I I I I � I � I I I - - - I --� 1 I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — RF1 -8 RF1 -8 RF1 -8 RF1 -8 RF1 -8 RF1 -8 RF1 -8 GIRT 9 3/4" 9 3/4" 9 3/4" 9 3/4" 9 3/4" LAPS 9 3/4" 9 3/4" 9 3/4" 9 3/4" 9 3/4" PARTITION FRAMING: FRAME LINE F 7 6 5 4 3 2 1 Q— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT PARTITION SHEETING & TRIM: FRAME LINE F PANELS: 26 Go. Al — POLAR WHITE V G -46 8Z16 — 8' -3 3/4" — CP149 G -47 8Z16 N CP146 BOTTOM CLIP G -151 8Z16 CP96 GIRT CLIP N CSA -2 T5X3/16 HEADER CLIP N SCALE : NONE RA43DG 3X3X1 /4 7' -3 1/4" O TW15 RA43DG 3X3X1 /4 N T1A /71 -17 npiD (SAD RA43DG 3X3X1 /4 TIAir,R -10 CII I TPIAA 6' -10" RA43DG 3X3X1 /4 CII I TOM N N RA43DG 3X3X1 /4 DRAWN BY C.W.QUAIL DATE 05 -25 -05 RA43DG 3X3X1 4 LAMED OPENING PARTS NLK DOOR BELOW 7' -6" GIRT MARK PART LENGTH MC50 8C16 7:-07/8 MT310 HEADER 4-2" CP146 BASE CLIP CP183 TOP CLIP CP96 GIRT CLIP TW16 JAMB TRIM 7 —3 1/4" TW15 JAMB TRIM STIFFENER 7' -3 1/4" TWI _� n[?ID (`AID Ln 3' -1 n" V uJ — UL DH -53 JNIVID O�.IO HEADER 8C16 — 8' -3 3/4" N CP149 TOP CLIP (GIRT) N N CP146 BOTTOM CLIP N N CP96 GIRT CLIP N N CP148 HEADER CLIP N SCALE : NONE TW16 JAMB TRIM 7' -3 1/4" O TW15 JAMB TRIM STIFFENER 7' -3 1/4" N T1A /71 -17 npiD (SAD 6' -10" n uJ —jj DH -54 JNIVID Ol, I O HEADER /SILL 8C16 — 4' -11 3/4" N CP149 TOP CLIP (GIRT) N N CP146 BOTTOM CLIP N N CP96 GIRT CLIP N N CP148 HEADER /SILL CLIP N SCALE : NONE TW16 JAMB TRIM 7' -3 1/4 O TW15 JAMB TRIM STIFFENER 7' -3 1/4" N TW14 DRIP CAP 6' -10" N TIAir,R -10 CII I TPIAA 6' -10" J UJ DH -54 ou l 0 HEADER /SILL 8C16 — 4' -11 3/4" N CP149 TOP CLIP N N CP149 BOTTOM CLIP N N CP96 GIRT CLIP N N CP148 HEADER CLIP N SCALE : NONE CP148 SILL CLIP 9 BEHLEN MFG. CO. �� COLUMBUS, NEBRASKA O TW16 JAMB TRIM 7' -3 1/4" N TW15 JAMB TRIM STIFFENER 7' -3 1 N TW14 DRIP CAP 6' -10" N TIA/GS2_10 CII I TOM N ONAL F G TF F 1053 ,r�2 `Ivf 0 �� rF OF �QQ?�lv nor 1. �P N N N N N N N N N N U N N N N N N N N N SCALE : NONE N MADISON COUNTY IMPLEMENT REXBURG, IDAHO 9 BEHLEN MFG. CO. �� COLUMBUS, NEBRASKA O N N N N N N N N N O N N N N N N I I I I i �N DRAWN BY C.W.QUAIL DATE 05 -25 -05 O O CHECKED BY L.src�, �� DATE s z -� -�,s O O Ln Ln Ln cn APPROVED BY DATE PARTITION FRAMING JOB N o. M4178 sHT. 12 oF� t LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE REVIEWED BY DATE N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N I I I I i �N Ln Ln Ln cn Ln In Ln Ln Ln cn Ln Ln Ln to Ln to Ln Ln Ln cn un Ln cn In Ln cn Ln cn I.n cn cn Ln cn Ln cn to Ln Ln Ln Lo Ln In I I I I I I I I I I i I I I i I I i I I I I I I I I I i I I I I I I I I I I i I I L co co co co co co co co co co co co co co co co co co co co co co co c0 c0 co co co co co co co co co co co co co co co co icp N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N I N I r %AIPS r\. — J PC -6 04I.J 8DC14 N G/ -- 11 26 -2 J/ 10 5/8 G -48 8Z16 N 12' -7 1 /2" G -49 8216 11 -0 7/8 G -50 8Z16 10' -5 1 /16" (_ —r,1 P71 I Ln 1n' - - K /R" E I PC -5 PC -6 PARTITION FRAMING: LINE 6 ca ea a I I I I I i I I I I I i I 1 2 i N N N N N N N N N U I Ln i Ln I Ln I Ln I Ln i Ln i in I in I in PARTITION SHEETING & TRIM: LINE 6 PANELS: 26 Go. Al — POLAR WHITE 0— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT ( I N N N N N N N N N U I .n I Un I in I in I in I in I in I Ln i in O PARTITION SHEETING & TRIM: FRAME LINE 6 PANELS: 26 Go. Al — POLAR WHITE ■I u I I U SCALE : NONE MADISON COUNTY IMPLEMENT REXBURG, IDAHO Fl o BEHLEN MFG. CO. COLUMBUS, NEBRASKA O O DRAWN BY C.W.QUAIL DATE 05 -25 -05 o CHECKED BY t_.N.rn�r ,r� DATE O O 1 1 IAPPROVED BY DATE PARTITION FRAMING JOB N0 M41 78 SHT. 1 3 OF 21 LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE REVIEWED BY DATE 12 12 -- I I L ----------------------------- LQ 70 - 0 " Panel Start ENDWALL LINER PANEL: FRAME LINE 1 PANELS: 26 Go. Al — POLAR WHITE I I- ----------------- -I Q1 12 Q Q 4 Q Q Q 4 Q ,z N N N N N N N — orn o NO 110 o rn - - ~ - - -- ` -' - - -- -- 00 0) I I I I I N N N N N N N N N N N N N N N ( I ° ° I I I 1 I I 1 I I I I I I I I I I I I i i I I in in 41 d Wit d to ro in i- N N N N N N N N N N N N N N N N N N I I I I I I I I I L------------- - - - - - - - -- --I I--------------- - - - --� -------------------------- -- - - - 70' -0" Panel Start ENDWALL LINER PANEL: FRAME LINE 7 PANELS: 26 Ga. Al — POLAR WHITE I I I I L --------------------------------------------------------------------- —� SIDEWALL LINER PANEL: FRAME LINE A PANELS: 26 Go. Al — POLAR WHITE �— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT u SCALE : NONE MADISON COUNTY IMPLEMENT REXBURG, IDAHO BEHLEN MFG. CO. COLUMBUS, NEBRASKA O O DRAWN BY C.W.QUAIL DATE 05 -25 -05 O O CHECKED BY DATE O O APPROVED BY DATE WALL LINER PANEL roe N o. M4178 SHT. 140F2,t LETTER REVISIONS 1DRAWN BYJ DATE ICHECKED BYJ DATE JAPPROVED BYJ DATE IREVIEWED BYJ DATE LETTER REVISIONS DRAWN BY DATE I CHECKED BY DATE I APPROVED BYJ DATE IREVIEWED BY I DATE REVIEWED BY DATE BRA CE LO - SEE NOTE 5 I PURLIN LAP 2 BOLTS REQ'D NOTE: PURLIN LAPS MAY VARY BRACE LOCATION IN LENGTH AND MAY NOT NECESSARILY BE THE SAME SEE NOTE 5 ON EACH SIDE OF THE FRAME PURLIN LAP �I 1 /- PURLIN o j a i 0 \ �e� 7 FLANGE BRACE \ \ \`�� `? 00000 (END BENT IN FIELD) \ \ 0 ONLY ONE SIDE MAY BE REQ'D SEE RIGID FRAME ELEVATION awl RIGID FRAME RAFTER -/ D ETAIL: PURLIN LAP & FL ANGE BRACE PLACEMENT P001 L.____j RAKE ANGLE DETAIL: RAKE ANGLE TO SAVE STRU • FLANGE BRACE (END BENT IN FIELD) , i " i A Q EAVE STRUT CEE GIRT _\ ASE TRIM TW11 -20 MASONRY WALL RAKE PLATE MI RAKE ANGLE P007AST EAVE STRUT 15 2 BOLTS PER EAVE STRUT RIGID FRAME COLUMN ffiirewil:7a WALL PANEL @ BASE MB001 2' -0" 8" GIRT PROJECTION _D) RAKE AN 1 AG2 RIGID FRAME RAFTER CONNECTION PL " T' ,LL TUBE COLUMN RIGID FRAME RAFTER 3 RAKE ANGLE TOP OF PURLIN A RAKE ANGLE RIGID FRAME RAFTER I- ------------- ------ - - F r CONNECTION PLATE CONNECTION PLATE--\ LOWER CONNEC 'ER CONNECTION CLIP NALL COLUMN 8" APE VARIES) (GIRT PROJECTION) O O O U 15 I_,_ RIGID FRAME RAFTER A CONNECTION CLIP SECTION A -A ENDWALL COLUMN (SHAPE VARIES) DETAIL: ENDWALL COLUMN TO RIGID FRAME RAFTER E007 PURLIN PURLIN ANTI -ROLL CLIP SECTION A -A " ENDWALL TUBE COLUMN DETAIL: ENDWALL COLUMN TO RIGID FRAME RAFTER E007 8" GIRT PROJECTION LOW SIDE DETAIL: EAVE STRUT TO COLUMN ES002 -ROLL CLIP ENDWALL RAFTER ENDWALL RAFTER DETAIL: ANTI -ROLL CLIP AT PURLIN LINE SM094A ST � 9 C� y yT F CiF + LOC. PART NUMBERI DESCRIPTION 1 ABBREVIATIONS AS NOTED ON RIGID FRAME ELEVATION 2 3228100 SCREW 1/4 X 7/8 FL -TP SD WW 3 3228084 SCREW 12 X 1 HWH SD NW 4 3228101 SCREW 12 X 1 1/4 FL -TP SD WW 5 3228105 SCREW 1/4 X 1 1T4 LG -LF SD WW 6 3228099 SCREW 8 X 1/2 HWH SD NW 7 3188185 BOLT 1/2 X 1 1/4 HEX A307 UNPL & NUT 2688126 ( 8 - T 3188186 BOLT 1/2 X 1 3/4 HEX A307 UNPL & NUT 2688126 Rio 3188130 17 BOLT 5/8 X 2 1/4 HVHX A325T UNPL & NUT (2688101 3188121 1 BOLT 3/4 X 1 1/2 HVHX A325T UNPL & NUT (2688102 FASTENER SCHEDULE LOC. PART NUMBER DESCRIPTION ABBREVIATIONS 11 3188125 BOLT 3/4 X 2 1/2 HVHX A325T UNPL & NUT (2688102) HD = HEAD SD = SELF DRILLING ST = SELF TAPPING SS = STAINLESS STEEL = ROUND WW = WITH WASHER NW = FO HVHX = HEAVY HEX UNPL = UNPLATED PLTD = PLATED HWH TP =FLAT WASHER HEAD t_G - IF = LONG LIFE 3228100 SCREW 1/4 X 7/8 FL —TP SD WW FOR ADP1 ROOF 3228103 SCREW 1/4 X 7/8 LG -LF SD WW FOR SSR 13 3228101 SCREW 12 X 1 1/4 FL -TP SD WW FOR ADP1 ROOF 3228104 SCREW 12 X 1 1/4 LG -LF SD WW FOR SSR 14 3228087 SCREW 12 X 1 1/4 HWH SD 5 PT NW 15 3188223 BOLT 1/2 X 1 1/2 HVHX A325T UNPL & NUT 2688137 16 3208170 BOLT 1 2 X 1 FLT RD HD A307 PLTD & NUT 2688007 17 3228102 SCREW 12 X 2 FL -TP SD WW 18 3228098 SCREW 14 X 6 HWH ST 304SS NW NOTES: V V . ._ 1. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING 5 5. THE LENGTH OF THE FLANGE BRACE SUPPLIED AT WAi_L PANEL \-===i I RAKE ANGLE DETAIL: RAKE ANGLE TO PURLIN P023 WITH RAKE ANGLE LAP TOP OF PURLIN r A PURLIN \ PURLIN P024 DETAIL: RAKE ANGLE @ RIDGE 2' - 0" 8" GIRT PROJECTION REVISIONS DATE 5/26/05 DATE S- Z 2 - 0 DATE DATE DRAWN BYJ DATE ICHECKEDBYI DATE JAPPOVEDBYI DATE IREMEWEDBYI DAT MADISON COUNTY IMPLEMENT ❑ BEHLEN MFG CO REXBURG, IDAHO COLUMBUS, NEBRAS JOB N0. SHT. OF Z ERECTION DETAILS M4178 15 DETAIL: PURLIN TO RIGID FRAME RAFTER AT END & FLANGE BRACE PLACEMENT - , -, - RIDGE PURLIN DOWNSLOPE FROM RIDGE SM099A PURLIN TO PURLIN EAVE STRUT TO PURLIN EAVE STRUT I PURLIN TO PURLIN PURLIN PURLIN SERT TABS INTO =B SLOTS, FIELD BEND, THEN SCREW TO PURLIN RIDGE PURLIN RIDGE PURLIN b __ RLIN BRACE ANGLE DETAIL: DOUBLE ANGLE PURLIN BRACING PATTERN SM25 (GABLE BUILDING) EAVE STRUT OSHA GIRT CONNECTION REQUIREMENTS P(2) Q D RIGID FRAME COLUMN LAPPED PURLINS NOT SHOWN DETAIL: ANTI -ROLL CLIP FIRST PURLIN UP FROM LOW EAVE SM1 30A GIRT LAP GIRT LAP 9 11 7 2 REQ'D I i I I I 1 I 1 OQ IO /no ENDWALL TUBE COLUMN - GIRT L 0 0 / FLANGE BRACE (END BENT IN FIELD) (WHEN REQ'D) GIRT & FLANGE ACE PLACE T PURLIN /GIRT j PLATE i I (2) 1/2" „ 1 /2 HEX NUT HEX NUT GIRT LAP 7 2 REQ'D p to of 1 I I I I I n I Cry f ENDWALL COLUMN o (SINGLE OR DOUBLE CEE) I*] GIRT LAP FLANGE BRACE (END BENT IN FIELD) NOTE: GIRT LAPS MAY VARY GIRT IN LENGTH AND MAY NOT NECESSARILY BE THE SAME ON EACH SIDE OF COLUMN DETAIL: GIRT LAP & FLANGE BRACE PLACEMENT G005 USE THE FOLLOWING PROCEDURE WHEN ASSEMBLING A LAPPED BY -PASS GIRT CONNECTION. 1 SECOND STEP NO. 1 ° b LAPPED GIRT ATTACH FIRST GIRT TO THE PURLIN /GIRT PLATE WITH A 16 1/2 "x1" FLAT HEAD BOLT AND HEX NUT. FIRST LAPPED THE BOLT /NUT ASSEMBLY MUST BE WRENCH TIGHT GIRT PRIOR TO THE SECOND GIRT BEING INSTALLED. 1 STEP NO. 2 16 LEAVING FLAT HEAD BOLT INSTALLED, POSTION — HOLES IN SECOND GIRT OVER FIRST GIRT AND ° INSTALL TWO(27 1/2 "x1/4" HEX HEAD BOLTS AND = —�! HEX NUTS IN A DIAGONAL FRONT TO BACK HOLE PATTERN. `- PURLIN /GIRT PLATE i (2) 1/2" „ 1/2 HEX NUT HEX NUT `- INSERT TABS INTO WEB SLOTS, FIELD BEND, URLIN BRACE ANGLE THEN SCREW TO PURLIN BRACE LOCATION BRACE LOCATION 7 O FLANGE BRACE FLANGE BRACE o000 (END BENT IN FIELD) (END BENT IN FIELD) o ONLY ONE SIDE MAY BE REQ'D SEE RIGID FRAME ELEVATION RIGID FRAME COLUMN DETAIL: GIRT LAP - FLANGE BRACE PLACEMENT G001 LOC. 7 (2) REQ'D OSHA GIRT CONNECTION REQUIREMENTS 3188125 3228100 USE THE FOLLOWING PROCEDURE WHEN ASSEMBLING 1 A LAPPED BY -PASS GIRT CONNECTION. 1 STEP NO. 1 ° SECOND ATTACH FIRST GIRT TO THE PURLIN /GIRT PLATE LAPPED GIRT WITH A 16 1/2 "x1" FLAT HEAD BOLT AND HEX NUT. 7/8 FL -TP SD WW THE BOLT /NUT ASSEMBLY MUST BE WRENCH TIGHT FIRST LAPPED PRIOR TO THE SECOND GIRT BEING INSTALLED. GIRT STEP NO. 2 I LEAVING FLAT HEAD BOLT INSTALLED, POSTION 16 SCREW HOLES IN SECOND GIRT OVER FIRST GIRT AND 1/4 FL -TP SD WW INSTALL TWOU7 1/2 "x1/4" HEX HEAD BOLTS AND b HEX NUTS IN A DIAGONAL FRONT TO BACK HOLE 1/4 X PATTERN. 6 PURLIN /GIRT j PLATE i I (2) 1/2" „ 1 /2 HEX NUT HEX NUT GIRT LAP 7 2 REQ'D p to of 1 I I I I I n I Cry f ENDWALL COLUMN o (SINGLE OR DOUBLE CEE) I*] GIRT LAP FLANGE BRACE (END BENT IN FIELD) NOTE: GIRT LAPS MAY VARY GIRT IN LENGTH AND MAY NOT NECESSARILY BE THE SAME ON EACH SIDE OF COLUMN DETAIL: GIRT LAP & FLANGE BRACE PLACEMENT G005 USE THE FOLLOWING PROCEDURE WHEN ASSEMBLING A LAPPED BY -PASS GIRT CONNECTION. 1 SECOND STEP NO. 1 ° b LAPPED GIRT ATTACH FIRST GIRT TO THE PURLIN /GIRT PLATE WITH A 16 1/2 "x1" FLAT HEAD BOLT AND HEX NUT. FIRST LAPPED THE BOLT /NUT ASSEMBLY MUST BE WRENCH TIGHT GIRT PRIOR TO THE SECOND GIRT BEING INSTALLED. 1 STEP NO. 2 16 LEAVING FLAT HEAD BOLT INSTALLED, POSTION — HOLES IN SECOND GIRT OVER FIRST GIRT AND ° INSTALL TWO(27 1/2 "x1/4" HEX HEAD BOLTS AND = —�! HEX NUTS IN A DIAGONAL FRONT TO BACK HOLE PATTERN. `- PURLIN /GIRT PLATE i (2) 1/2" „ 1/2 HEX NUT HEX NUT `- INSERT TABS INTO WEB SLOTS, FIELD BEND, URLIN BRACE ANGLE THEN SCREW TO PURLIN BRACE LOCATION BRACE LOCATION 7 O FLANGE BRACE FLANGE BRACE o000 (END BENT IN FIELD) (END BENT IN FIELD) o ONLY ONE SIDE MAY BE REQ'D SEE RIGID FRAME ELEVATION RIGID FRAME COLUMN DETAIL: GIRT LAP - FLANGE BRACE PLACEMENT G001 LOC. PART NUMBER 11 3188125 3228100 DESCRIPTION 1 3228103 AS NOTED ON RIGID FRAME ELEVATION 2 3228100 SCREW 1/4 7/8 FL -TP SD WW 3 3228084 SCREW 12 X 1 HWH SD NW ( 3228101 SCREW 12 X 1 1/4 FL -TP SD WW 5 3228105 SCREW 1/4 X 1 1/4 LG -LF SD WW 6 3228099 SCREW 8 X 1/2 HWH SD N 7 3188185 BOLT 1/2 X 1 HEX A307 UNPL & NUT 2688126 8 3188186 BOLT 1/2 X 1 3/4 HEX A307 UNPL & NUT (2688126 9 3188130 BOLT 5/8 X 2 1/4 HVHX A325T UNPL & NUT (2688101 10 3188121 BOLT 3/4 X 1 1/2 HVHX A325T UNPL & NUT (2688102 FASTENER LOC. PART NUMBER SCHEDULE DESCRIPTION ABBREVIATIONS 11 3188125 3228100 BOLT 3/4 X 2 1/2 HVHX A325T UNPL & NUT (2688102) SCREW 1/4 R_7/8 FL -TP SD WW FOR ADP1 ROOF HD = HEAD SO = SELF DRILLING ST = SELF TAPPING SS = STAINLESS STEEL RD = ROUND WW = WITH WASHER FLT = NO WASHER HVHX =HEAVY HEX UNPL = UNPLATED PLTD = PLATED HWH = HEX WASHER HEAD FL -TP = FLAT TOP - = I FE 3228103 SCREW 1/4 X 7/8 LG -LF SD WW FOR SSR 5. THE LENGTH OF THE EACH LOCATION WILL LAP HOLE LOCATION TO BE USED. 3228101 SCREW 12 X 1 1/4 FL -TP SD WW FOR ADP1 ROOF 3228104 SCREW 12 X 1 1/4 LG -LF SD WW FOR SSR SCREW 12 X 1 1/4 HWH SD #5 PT NW BOLT 1/2 X 1 1 2 HVHX A325T UNPL & NUT 2688137 BOLT 1 2 X 1 FLT RD HD A307 PLTD & NUT 2688007 14 322808 15 3188223 16 3208170 17 3228102 SCREW 12 X 2 FL -TP SD WW 18 3228098 SCREW 14 X 6 HWH ST 304SS NW BOLT 0 WITH SPECIAL BOLT ON ROOF FRAMING PLAN. a INSERT TABS INTO WEB SLOTS, FIELD BEND, THEN SCREW TO PURLIN R EVISIONS DRAWN BYJ DATE ICHECKED BYJ DATE I APPROVED BYJ DATE IRE VIEWED BY DATE DATE 5/26/05 MADISON COUNTY IMPLEMENT Q BEHLEN MFG. CO. REXBURG, IDAHO DATES � -u�, COLUMBUS, NEBRASKA DATE JOB NO. SHT. OF J DATE ERECTION DETAILS M4178 16 Z L_oiu vv/ALL tC/-\ 1 GR DETAIL: A NTI -ROLL CLIP ON FIRS 1 VI\LIIV UI \/'1VL F1IY VLG cAVP gTRIIT TO PURLIN _ SPACE I NOTES: 1. 2. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING ERECTION GUIDE. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION AND ROOF FRAMING PLANS. 5. THE LENGTH OF THE EACH LOCATION WILL LAP HOLE LOCATION TO BE USED. FLANGE BRACE SUPPLIED AT DETERMINE WHICH STANDARD (9, 1' -8, 2' -5 OR 3' -9) IS O 0 LETTER 3. A -325T BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING ERECTION GUIDE. 6. ATTACH FLANGE BRACE TO HOLE IN GIRT WHICH BEST FITS THE FLANGE BRACE LENGTH SUPPLIED FOR THE LOCATION. SCALE : NONE DRAWN BY TIM K. CHECKED BY L . N wz:7r 4. SOME FIELD DRILLING AND /OR FIELD CUTTING OF STEEL COMPONENTS MAY BE REQUIRED DURING THE ERECTION OF THIS BUILDING. 7. REPLACE STANDARD 15 WHEN INDICATED BOLT 0 WITH SPECIAL BOLT ON ROOF FRAMING PLAN. APPROVED BY REVIEWED BY INSERT TABS INTO WEB SLOTS, FIELD BEND, THEN SCREW TO PURLIN R EVISIONS DRAWN BYJ DATE ICHECKED BYJ DATE I APPROVED BYJ DATE IRE VIEWED BY DATE DATE 5/26/05 MADISON COUNTY IMPLEMENT Q BEHLEN MFG. CO. REXBURG, IDAHO DATES � -u�, COLUMBUS, NEBRASKA DATE JOB NO. SHT. OF J DATE ERECTION DETAILS M4178 16 Z L_oiu vv/ALL tC/-\ 1 GR DETAIL: A NTI -ROLL CLIP ON FIRS 1 VI\LIIV UI \/'1VL F1IY VLG cAVP gTRIIT TO PURLIN _ SPACE I SIDEWALL GIRT (BYPASS) It r 1 l--- TAPERED RIGID it FRAME COLUMN O It 11 1/2" x 2" A325 BOLT(3188333) rl AND 1/2" NUT (2688137) It II i f STRAIGHT RIGID FRAME rl COLUMN OR ENDWALL COLUMN OR CORNER COLUMN I r rr ii COMPRESSION rl r TUBE U I 11 I r e 0 0 1/2" x 2" A325 BOLT(3188333) AND 1/2 " NUT (2688137) z O 1- U O I w U m �— COMPRESSION TUBE GUSSET PLATE COLUMN WEB DETAIL COMPRESSION TUBE TO COLUMN W012 > O Z w w V) o - - - -- a 1 I IQo 0 FLANGE BRACE (END BENT IN FIELD) RIGID FRAME COLUMN CONNECTION PLATE V) 8" ENDWALL GIRT ° N m 2' -0 8" ENDWALL GIRT n n I I II RIGID FRAME II I I n RAFTER II I I 11 1 1 11 I i I I I I - it I I II I0 I I _ 7 II 00 po i �d L - - - - - -- i I I 11 I I GIRT CLIP ii I II n DETAIL: GIRT TO RIGID FRAME RAFTER G029 i 0 - - - -- p i� l I I I I I I I I I 0 0 3 AG55 FILLER ANGLE (FIELD CUT AS REQ'D) DETAIL: GIRT CONNECTION @ C ORNER G069 CA \/C CTDI IT C A VC CTDI IT RIGID FRAME COLUMN Cc� DETAIL WIND ANGLE BRACING W005 TINUOUS .E RUPTED SIDEWALL CHANNEL (FLUSH OR BYPASS Z O 1- I a'. U O J w U Of m �r w O Z w w FLANGE THK S 1 /2 00 FLANGE THK = 5/8" GIRT IELD) FRAME COLUMN 0 I N ( _S ] �- /•\V:JJ rILLGfI /'11VVLL \-8" ENDWALL CHANNEL (FLUSH) DETAIL: CHANNEL CONNECTION Q CORNER 0069 RIG WIND BENT SIDEWALL GIRT (FLUSH OR BYPASS) � \ I O o o \0 I I �\ I \ 1 \ 0 I 7 i \ \\ FLANGE \ BRACE (END B ENT IN FIELD) i \ I I \\ I I \ I I \ I I 1 I I \\ I i 0 o \\ o I I I a - - - -- o f 7 \ o i t I L -- ° 1 i 7 I I I I I i 1 I I I I i p I I I I I i N I i I i I I I I i I i I i I I I i I I DETAIL: GIRT CONNECTION @ CORNER G0698 6" JT ZEE GIRT SID FRAME RAFTER FLANGE BRACE 1 FRAME COLUMN PE VARIES) BENT 3E BRACE 1 z O < d Ln U w O O w Z U w Q w m m U) III L� '� i OO 0 i `—WIND BENT Y i i 7 CONNECTOR I I 0 i 0 ° 1 Qo L - - - -J ZEE G -' SECTION B - B WIND BENT STEEL LINE BY -PASS GIRTS ------------------- \ - ------------------- SECTION A -A RIGID FRAME COLUMN DETAIL: WIND BENT AT RIGID FRAME COLUMN WZ BY -PASS GIRTS W037 W/ 4 BOLT WIND BENT CON NECTOR LOC. PART NUMBER PART NUMBER DESCRIPTION DESCRIPTION 1 3188125 AS NOTED ON RIGID FRAME ELEVATION 2 3228100 SCREW 1/4 X 7/8 FL —TP SD WW 3 322808 SCREW 12 X 1 HWH SD NW 4 3228101 SCREW 12 X 1 1/4 FL —TP SD WW 5 3228105 SCREW 1/4 X 1 1/4 LG —LF SD WW 6 3228099 SCREW 8 X 1/2 HWH SD NW - 7) 3188185 BOLT 1/2 X 1 1/4 HEX A307 UNPL & NUT 2688126 8 3188186 BOLT 1/2 X 1 3/4 HEX A307 UNPL & NUT (2688126 9 3188130 BOLT 5/8 X 2 1/4 HVHX A325T UNPL & NUT (2688101 10 3188121 BOLT 3/4 X 1 1/2 HVHX A325T UNPL & NUT (2688102 FASTENER SCHEDULE LOC. PART NUMBER DESCRIPTION ABBREVIATIONS 11 3188125 BOLT 3/4 X 2 1/2 HVHX A325T UNPL & NUT (2688102) HD = HEAD SD = SELF DRILLING ST = SELF TAPPING SS = STAINLESS STEEL RD = ROUND WW = WITH WASHER FW = FO HVHX = HEAVY HEX UNPL PLTD = PLLATED ATED ED = HWH = HEX WASHER HEAD FL —TP = FLAT TOP LG — LF =LONG UFE_. 3228100 SCREW 1/4 X 7/8 FL —TP SD WW FOR ADP1 ROOF 3228103 SCREW 1 /4 X 7/8 LG -LF SD WW FOR SSR 13 3228101 SCREW 12 X 1 1 4 FL -TP SD WW' FOR ADP1 ROOF 3228104 SCREW 12 X 1 1/4 LG -LF SD WW FOR SSR 14 3228087 SCREW 12 X 1 1/4 HWH SD 5 PT NW 15 3188223 BOLT 1/2 X 1 1/2 HVHX A325T UNPL & NUT 2688137 16 3208170 BOLT 1/2 X 1 FLT RD HD A307 PLTD & NUT 2688007 1 32 SCREW 12 X 2 FL —TP SD WW 18 3228098 SCREW 14 X 6 HWH ST 304SS NW �1t�I�7 1. FOR SEQUENCE OF ERECTION — SEE BEHLEN FRAME BUILDING 5. THE LENGTH OF THE FLANGE BRACE SUPPLIED AT ERECTION GUIDE. EACH LOCATION WILL DETERMINE WHICH STANDARD O 2. FOR FLANGE BRACE LOCATIONS — SEE FRAME CROSS SECTION LAP HOLE LOCATION (9, 1' -8, 2' -5 OR 3' -9) I AND ROOF FRAMING PLANS. TO BE USED LETTER 3. A -325T BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE 6. ATTACH FLANGE BRACE TO HOLE IN GIRT WHICH SCALE : NONE NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING BEST FITS THE FLANGE BRACE LENGTH SUPPLIED DRAWN BY TIM K. ERECTION GUIDE. FOR THE LOCATION. 4. SOME FIELD DRILLING AND /OR FIELD CUTTING OF STEEL CHECKED BY l.._.nl�ci.T►�..� COMPONENTS MAY BE REQUIRED DURING THE ERECTION 7. REPLACE STANDARD BOLT WITH SPECIAL BOLT APPROVED BY OF THIS BUILDING. 15 WHEN INDICATED ON ROOF FRAMING PLAN. REVIEWED BY REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE REXDBURG C OUNTY DAHO IMPLEMENT Q DATE s -z� -v S BEHLEN MFG CO. DATE 5/26/05 'J f COLUMBUS, NEBRASK/ DATE JOB N0. F OF DATE ERECTION DETAILS M4178 17 RIGID FRAME COLUMN NOTES: O O REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE REXDBURG C OUNTY DAHO IMPLEMENT Q DATE s -z� -v S BEHLEN MFG CO. DATE 5/26/05 'J f COLUMBUS, NEBRASK/ DATE JOB N0. F OF DATE ERECTION DETAILS M4178 17 RIGID FRAME COLUMN - -�� �- JAMB "SECTION A —A" 8" GIRT -\ JAMB CONNECTION CLIP I I I I I A i JAMB SECTION AT TOP OF JAMB GIRT CLIP 7 OPENING WIDTH SECTION AT GIRT BELOW HEADER 1/2 11 AN UH UR EiUL I " (NOT BY BEHLEN) uhivlo ot\SE CLIP SECTION AT BASE SECTION AT HEADER IF OPENING IS FIELD LOCATED, FIELD CUTTING & DRILLING IS REVD DETAIL: FRAMED OPNG IN ENDWALL (TYPE 2 JAM D /RIGID FRAME RAFTER (8" GIRT PROJECTIO FIELD DRILL 9/16 "0 HOLES CLIP CP149 o II i FIELD DRILL 9/16 "0 HOLES 7 I I I I I 7 i i I lY GIRT CHANNEL (FIELD CUT) MC56 (8" HEADER) MC57 (10" HEADER) I r A 1° A i I I IB I i n FIELD DRILL (� Q /1 R "m P of r C v ir ---- -r -- e, u GIRT CLIP 7 OPENING WIDTH SECTION AT GIRT BELOW HEADER -L_o__ j- OPENING WIDTH SECTION AT TOP OF JAMB OPENING B / -8" GIRT WIDTH "J JAMB GIRT CLIP -J \- GIRT CLIP SECTION AT GIRT ABOVE HEADER (WHEN REQ'D) AMB 8" GIRT 8" HEADEI I 16 HEADER CLIP OPENING WIDTH gP "A-A" ® 12" CTRS. AMB i HEADEI I �' i JAMB BASE 16 HEADER CLIP 1/2" ANCHOR BOLT CLIP OPENING (NOT BY BEHLEN) WIDTH SECTION AT BASE SECTION AT HEADER ;LIP DER Z C.7 W W 0_ _ o ;LIP IF OPENING IS TO BE FIELD LOCATED, FIELD CUTTING & DRILLING IS REVD DER DETAIL: FRAMED OPENING IN SIDEWALL (TYPE 2 JAMB) D002 ` c� r Z _ 0 w n = 0 FIELD DRILL 9/16 "0 HOLE JAMB ANGLE AG10 (8" HEADER) AG32 (10" HEADER) 8" OR 10" , „r P SECTION "A -A" 4" W/ 8" HEADER 4 1/2" W/ 10" HEADER JAMB CLAMP ANGLE AG9 (8" HEADER) AG31 (10" HEADER) TORSION SPRING SUPPORT DETAIL TS003 OPENING WIDTH PU FRAME RAFTER ADP -1 PARITION PANEL - (OUTSIDE SHEETINTG) ® 12" CTRS BASE TRIM TW17 I T_�qr PARTITION PANEL cif (WHEN REQ D) it �I u Wt u mt II ml II IIII u ull I Ir BASE ANGLE 11 ml II RO BASE CHANNEL 11, Yl (WHEN REQ'D) �I u FLOOR DETAIL: BASE TRIM AT BOTTOM OF PARTITION WALL SHEETING AP1024 © 12" CTRS J -TRIM © 24" CTRS( ® 24" CTRS(2)- PARTITION TRIM (MT315 OR MT316) (WHEN REQ'D) IV VI I t I i i I I 1 I I L - - -- �J ADP -1 INSIDE SHEETING (WHEN REQ'D) 12" CTRS @ 24" CTRS -TRIM DETAIL: PARTITION TRIM AT CORNER OF WALL SURFACE AP1037 BEYOND ENDWALL COLUMN LOCATION PURLIN -� VARIABLE ANGLE SAFnllnnn - nnn -nnnl (FIELD CUT TO LENGTH) �� CONNECTION CLIP - PARTITION GIRT -� GIRT CLIP -� RIGID FRAME RAFTER VARIABLE ANGLE RAFTER SAFnllnnn- nnn -nnn) (FIELD CUT TO LENGTH) BOLT WITH (2) WASHERS AND DOUBLE NUT CLIP PARTITION COLUMN (SHAPE VARIES) 2 1/2" SECTION ADP -1 OUTSIDE SHEETING OLUMN n" M A fI TI TI /1A1 I.InT DETAIL: PARTITION COLUMN TO RAFTER CONNECTION AP030 DETAIL: LONGITUDINAL PARTITION ADJACENT TO AND BETWEEN FRAME LINES AP1001 DETAIL: PARTITION GIRT TO PARTITION COLUMN AP1023 W/ 0 GIRT PROJECTION < NAL G►ST a 053 )47101 m 0 LOC. PART NUMBER LOC. PART NUMBER DESCRIPTION 1 3188125 AS NOTED ON RIGID FRAME ELEVATIO 2 3228100 SCREW 1/4 X 7/8 FL -TP SD WW 3 3228084 SCREW 12 X 1 HWH SD NW 4 3228101 SCREW 12 X 1 1/4 FL -TP SD WW 5 3228105 SCREW 1/4 X 1 1 /4 LG -LF SD WW 6 3228099 SCREW 8 X 1/2 HWH SD NW 7 3188185 BOLT 1/2 X 1 1/4 HEX A307 UNPL & NUT 2688126 8 3188186 BOLT 1/2 X 1 3/4 HEX A307 UNPL & NUT (2688126 9 3188130 BOLT 5/8 X 2 1/4 HVHX A325T UNPL & NUT 2688101 10 3188121 BOLT 3/4 X 1 1/2 HVHX A325T UNPL & NUT (2688102 FASTENER SCHEDULE LOC. PART NUMBER DESCRIPTION 11 3188125 BOLT 3/4 X 2 1/2 HVHX A325T UNPL & NUT (2688102) SS 3228100 SCREW 1/4 X 7/8 FL -T SD WW FOR ADP1 ROOF FOR THE LOCATION. 3228103 SCREW 1/4 X 7/8 LG -LF SD WW FOR SSR 13 3228101 SCREW 12 X 1 1/4 FL -TP SD WW FOR ADP1 ROOF APPROVED BY 3228104 SCREW 12 X 1 1/4 LG -LF SD WW FOR SSR 14 3228087 SCREW 12 X 1 1/4 HWH SD #5 PT NW 15 3188223 BOLT 1/2 X 1 1/2 HVHX A325T UNPL & NUT 2688137 16 3208170 BOLT 1/2 X 1 FLT RD HD A307 PLTD & NUT 268800 17 3228102 SCREW 12 X 2 FL -TP SD WW 18 3228098 SCREW 14 X 6 HWH ST 304SS NW NOTES: 1. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING ERECTION GUIDE. 2. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION AND ROOF FRAMING PLANS. 3. A -325T BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING ERECTION GUIDE. 4. SOME FIELD DRILLING AND /OR FIELD CUTTING OF STEEL COMPONENTS MAY BE REQUIRED DURING THE ERECTION OF THIS BUILDING. 5. THE LENGTH OF THE ABBREVIATIONS HD = HEAD SD = SELF DRILLING ST = SELF TAPPING SS = STAINLESS STEEL RD FOR THE LOCATION. ❑o BEHLEN MFG. CO. c� � COLUMBUS, NEBRASKA = ROUND WW = WITH WASHER ON ROOF FRAMING PLAN. APPROVED BY FLT - NOAWASHER L A T HVHX = HEAVY HEX UNPL = UNPLATED PLTD = PLATED HWH = HEX WASHER HEAD FL -TP = FLAT TOP I r;-I F = i nmr. I IFF NOTES: 1. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING ERECTION GUIDE. 2. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION AND ROOF FRAMING PLANS. 3. A -325T BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING ERECTION GUIDE. 4. SOME FIELD DRILLING AND /OR FIELD CUTTING OF STEEL COMPONENTS MAY BE REQUIRED DURING THE ERECTION OF THIS BUILDING. 5. THE LENGTH OF THE FLANGE BRACE SUPPLIED AT EACH LOCATION WILL DETERMINE WHICH STANDARD LAP HOLE LOCATION (9, 1' -8, 2' -5 OR 3' -9) IS TO BE USED. DATE 6. ATTACH FLANGE BRACE TO HOLE IN GIRT WHICH BEST FITS THE FLANGE BRACE LENGTH SUPPLIED FOR THE LOCATION. ❑o BEHLEN MFG. CO. c� � COLUMBUS, NEBRASKA 7. REPLACE STANDARD BOLT ( WITH SPECIAL BOLT 15 WHEN INDICATED ON ROOF FRAMING PLAN. LETTERI REVISIONS 1DRAWN BY I DATE I CHECKED BY I DATE I APPROVED BYJ DATE IREMEWED BY I DATE SCALE : NONE MADISON COUNTY IMPLEMENT REXBURG, IDAHO ❑o BEHLEN MFG. CO. c� � COLUMBUS, NEBRASKA DRAWN BY TIM K. DATE 5/26/05 CHECKED BY t_.r'�2; �.3 DATE APPROVED BY DATE ERECTION DETAILS JOB NO. M4178 SHT. OF 19 Z_i REVIEWED BY DATE 1 —11 it I1V11 vV Jv11Y E s F L ' C L C C L BOTZ TFGn (FAC FACADE POST \IGLE BEBnnI T OF BAY ON SIDEW :TRS ALONG ENDWAL _ GIRT )UIRED) FIELD )UIRED il 3 WALL RAKE ANGLE .L PANEL FACED POST TO COLUMN CONNECTION UPPER FACADE GIRT ROOF FLASHING OR ADDITIONAL FACADE GIF (WHEN REQ AT 6" O.C. 4 FACADE PANEL RIGID FRAME RAFTER N 2 AT 12" O.C. n AT 24" O.C. GIRT AT 6" O.C. �AG3 WALL RAKE ANGLE BOTTOM TRIM GIRT II I \ -COPED FLASHING TFGnIInnnA 2" DEPTH II (FACADE TRIM COLOR) WALL PANEL BOTTOM TRIM DETAIL SD724 BOTTOM FACADE GIRT (BOTTOM FACADE CEE GIRT ON HIGH CLEARANCE SIMILAR) ;ADE ANGLE ON TYPE 0,1 & 2 =LD NOTCH @ GIRT LOCATED ® MID SPAN 5' -0 CTRS ON TYPE 3 SEE FACADE FRAMING PLAN FACADE ANGLE CONNECTION TO FACADE GIRTS W/ ADDITIONAL FACADE GIRT (STANDARD CLEARANCE SHOWN HIGH CLEARANCE AS NOTED) f � z o m i) FZ LOC. -) I w DESCRIPTION v N V o Cf AS NOTED ON RIGID FRAME ELEVATION A a 3228100 SCREW 1/4 X 7/8 FL -TP SD WW = HEAD = SELF DRILLING = SELF = STAINLESS TAPP STEEL = ROUND = WITH WASHER = NO WASHER HEAVY HEX = UNPLATED = PLATED = HEX WASHER HEAD FOND TOP 3 3228084 SCREW 12 X 1 HWH SD NW 3228103 4 3228101 0 I > Q 5 N W 3228087 6 OUTSIDE SCREW . 8 X 1/2 HWH SD NW -- CORNER TRIM 0 0 0 0 0 0 -- -- - - 4 - - - ° -- - - - @ 12 "CTRS. - 0 - 0 - 0 - - 0. --o--- - - - 0 _ - GIRT B - ENDWALL PANEL 3' -0 3' -0 3' -0 ELEVATION PATTERN A 12" 12" "J" TRIM RIGIDIZED PANEL, PATTERN B --' 12" ��-- 12" --ATYP "J" TRIM SCREW PATTERN FOR ADP- -1 WALL PANEL SD708 FASTENER SECTION THRU FACADE BETWEEN FACADE POSTS SD723 1 LOC. LOC. PART NUMBER DESCRIPTION DESCRIPTION 1 ABBREVIATIONS AS NOTED ON RIGID FRAME ELEVATION 3188125 2 3228100 SCREW 1/4 X 7/8 FL -TP SD WW = HEAD = SELF DRILLING = SELF = STAINLESS TAPP STEEL = ROUND = WITH WASHER = NO WASHER HEAVY HEX = UNPLATED = PLATED = HEX WASHER HEAD FOND TOP 3 3228084 SCREW 12 X 1 HWH SD NW 3228103 4 3228101 SCREW 12 X 1 1/4 FL -TP SD WW SCREW 12 X 1 1/4 FL -TP SD WW FOR ADP1 ROOF 5 3228105 SCREW 1/4 X 1 1/4 LG -LF SD WW 3228087 6 3228099 SCREW . 8 X 1/2 HWH SD NW BOLT 1/2 X 1 112 HVHX A325T UNPL & NUT 2688137 7 3188185 BOLT 1/2 X 1 1/4 HEX A307 UNPL & NUT 2688126 17 8 3188186 BOLT 1/2 X 1 3/4 HEX A307 UNPL & NUT (2688126 3228098 9 3188130 BOLT 5/8 X 2 1/4 HVHX A325T UNPL & NUT (2688101 10 3188121 BOLT 3/4 X 1 1/2 HVHX A325T UNPL & NUT (2688102 PATTERN A 12" 12" "J" TRIM RIGIDIZED PANEL, PATTERN B --' 12" ��-- 12" --ATYP "J" TRIM SCREW PATTERN FOR ADP- -1 WALL PANEL SD708 FASTENER SCHEDULE LOC. PART NUMBER 1. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING DESCRIPTION FLANGE BRACE SUPPLIED AT ABBREVIATIONS 11 3188125 BOLT 3/4 X 2 1/2 HVHX A325T UNPL & NUT (2688102) HD SD ST SS RD WW NW HVHX UNPL PLTD HWH Fr_� P = HEAD = SELF DRILLING = SELF = STAINLESS TAPP STEEL = ROUND = WITH WASHER = NO WASHER HEAVY HEX = UNPLATED = PLATED = HEX WASHER HEAD FOND TOP @ 3228100 SCREW 1/4 X 7/8 FL -TP SD WW FOR ADP1 ROOF 3228103 SCREW 1/4 X 7/8 LG -LF SD WW FOR SSR 3228101 SCREW 12 X 1 1/4 FL -TP SD WW FOR ADP1 ROOF 3228104 SCREW 12 X 1 1/4 LG -LF SD WW FOR SSR 14 3228087 SCREW 12 X 1 1/4 HWH SD #5 PT NW 15 3188223 BOLT 1/2 X 1 112 HVHX A325T UNPL & NUT 2688137 16 3208170 BOLT 1 2 X 1 FLT RD HD A307 PLTD & NUT 2688007 17 3228102 SCREW 12 X 2 FL —TP SD WW 18 3228098 SCREW 14 X 6 HWH ST 304SS NW DETAIL AT ENDWALL PANEL PARAPET WITH DOUBLE WALL PANELS FOR HEIGHT >2' -6" BUT < =4' -3" NOTE: SHADING INDICATES AREA OF DOUBLE WALL PANELS SD013 m•R • 1 1P O l i�- F GIRT LAP FACADE GIRT LAP 6 DOUBLE WALL PANELS FACADE GIRT U FACADE POST 3 BUILDING LINE END CHANNEL TO FACADE GIRT (FOR FACADES THAT STOP AT OR SHORT OF CORNER) END CHANNEL TO FACADE CEE GIRT ON HIGH CLEARANCE SIMILAR @ 6 "CTRS. C (SEE FACADE FRAMING PLAN) (SEE FACADE FRAMING PLAN) ------------ o � o �I I I I I ©.il o GIRT CLIP CP63 L U - - - - - - - FACADE POST BUILDING LINE FACADE GIRT LAP GIRT CLIP CP63 (1 053 REVISIONS IDRAWN BYI DATE ICHECKED BYI DATE JAPP ROVED BYI DATE IREMEWED BYI DATE MADISON COUNTY IMPLEMENT Do BEHLEN MFG. CO. DATE 5/26/05 REXBURG, IDAHO ° COLUMBUS, NEBRASKA DATE DATE DATE FACADE DETAILS JOB N0. sHT. OF M4178 1 20 Z\ SE(__ E _FACADE FRAMING PLAN NOTES: U 1. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING 5. THE LENGTH OF THE FLANGE BRACE SUPPLIED AT O ERECTION GUIDE. EACH LOCATION WILL DETERMINE WHICH STANDARD O 2. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION LAP HOLE LOCATION (9, 1' -8, 2' -5 OR 3' -9) IS AND ROOF FRAMING PLANS. TO BE USED LETTER 3. A - 325T BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE 6. ATTACH FLANGE BRACE TO HOLE IN GIRT WHICH SCALE : NONE NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING BEST FITS THE FLANGE BRACE LENGTH SUPPLIED DRAWN BY TIM K. ERECTION GUIDE. FOR THE LOCATION. 4. SOME FIELD DRILLING AND /OR FIELD CUTTING OF STEEL CHECKED BY COMPONENTS MAY BE REQUIRED DURING THE ERECTION 7. REPLACE STANDARD BOLT WITH SPECIAL BOLT APPROVED BY OF THIS BUILDING. 15 WHEN INDICATED ON ROOF FRAMING PLAN, REVIEWED BY m•R • 1 1P O l i�- F GIRT LAP FACADE GIRT LAP 6 DOUBLE WALL PANELS FACADE GIRT U FACADE POST 3 BUILDING LINE END CHANNEL TO FACADE GIRT (FOR FACADES THAT STOP AT OR SHORT OF CORNER) END CHANNEL TO FACADE CEE GIRT ON HIGH CLEARANCE SIMILAR @ 6 "CTRS. C (SEE FACADE FRAMING PLAN) (SEE FACADE FRAMING PLAN) ------------ o � o �I I I I I ©.il o GIRT CLIP CP63 L U - - - - - - - FACADE POST BUILDING LINE FACADE GIRT LAP GIRT CLIP CP63 (1 053 REVISIONS IDRAWN BYI DATE ICHECKED BYI DATE JAPP ROVED BYI DATE IREMEWED BYI DATE MADISON COUNTY IMPLEMENT Do BEHLEN MFG. CO. DATE 5/26/05 REXBURG, IDAHO ° COLUMBUS, NEBRASKA DATE DATE DATE FACADE DETAILS JOB N0. sHT. OF M4178 1 20 Z\ SE(__ E _FACADE FRAMING PLAN ;RANE BEAM ASS'Y ,M ASS'Y MAIN FRAME COLUN (TAPERED) LOC. PART NUMBER DESCRIPTION 1 DESCRIPTION AS NOTED ON RIGID FRAME ELEVATION 2 3228100 SCREW 1/4 X 7/8 FL -TP SD WW 3 3228084 SCREW 12 X 1 HWH SD NW 4 3228101 SCREW 12 X 1 1/4 FL -TP SD WW 5 3228105 SCREW 1/4 X 1 1/4 LG -LF SD WW 6 3228099 SCREW 8 X 1/2 HWH SD NW 7 3188185 BOLT 1/2 X 1 1/4 HEX A307 UNPL & NUT 2688126 8 3188186 BOLT 1/2 X 1 3/4 HEX A307 UNPL & NUT (2688126 9 3188130 BOLT 5/8 X 2 1/4 HVHX A325T UNPL & NUT (2688101 10 3188121 BOLT 3/4 X 1 1/2 HVHX A325T UNPL & NUT (2688102 COLUMN DETAIL : CRANE BEAM TO MAIN FRAME FASTENER SCHED LOC. PART NUMBER DESCRIPTION 11 3188125 BOLT 3/4 X 2 1/2 HVHX A325T UNPL & NUT (2688102) SS 3228100 SCREW 1/4 X 7/8 FL -TP SD WW FOR ADP1 ROOF POINT 3228103 SCREW 1/4 X 7/8 LG -LF SD WW FOR SSR 13 3228101 SCREW 12 X 1 1/4 FL -TP SD WW FOR ADP1 ROOF APPROVED BY 3228104 SCREW 12 X 1 1/4 LG -LF SD WW FOR SSR 14 3228087 SCREW 12 X 1 1/4 HWH SD #5 PT NW 15 3188223 BOLT 1/2 X 1 1/2 HVHX A325T UNPL & NUT (2688137) 16 3208170 BOLT 1/2 X 1 FLT RD HD A307 PLTD & NUT 268800 17 3228102 SCREW 12 X 2 FL -TP SD WW 18 3228098 SCREW 14 X 6 HWH ST 304SS NW LOC. PART NUMBER _ (1 998011 1 BOL 3 3188003 BOLT 3 1 1/2" ;RANE BEAM ASS'Y DESCRIPTION i PHPS HD (W /O WASHER) & NUT X 7/8 HEX HD (W /O WASHER) & NUT C��n►l�I7�[K COLUMN INTERIOR COLUMN OR EXTERIOR STRAIGHT COLUMN SECTION A- A E OF CRANE RAIL 3EHLEN) 10 NOTES: 1. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING ERECTION GUIDE. 2. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION AND ROOF FRAMING PLANS. 3. A -325T BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING ERECTION GUIDE. ()NA N tST = �/ 11053 O F y gAY 1. LETTERI ABBREVIATIONS HD = HEAD SD = SELF DRILLING ST = SELF TAPPING SS = STAINLESS STEEL RD POINT Do BEHLEN MFG. CO. COLUMBUS, NEBRASKA = WW = WITH WASHER --- 5 1 /26/05 DATE APPROVED BY FLT = NOAWASHER L A T HVHX = HEAVY HEX UNPL = UNPLATED PLTD = PLATED HWH = HEX WASHER HEAD FL -TP = FLAT TOP 1 (,_1 F = 1 nmr_ 1 1FF E OF CRANE RAIL 3EHLEN) 10 NOTES: 1. FOR SEQUENCE OF ERECTION - SEE BEHLEN FRAME BUILDING ERECTION GUIDE. 2. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION AND ROOF FRAMING PLANS. 3. A -325T BOLTS SHALL BE TIGHTENED USING THE "TURN OF THE NUT" METHOD DESCRIBED IN THE BEHLEN FRAME BUILDING ERECTION GUIDE. ()NA N tST = �/ 11053 O F y gAY 1. LETTERI REVISIONS IDRAWN BYJ DATE ICHECKED BYJ DATE JAPP ROVED BYJ DATE IREMEWED 8Yj DATE SCALE: NONE MADISON COUNTY IMPLEMENT REXBURG, IDAHO Do BEHLEN MFG. CO. COLUMBUS, NEBRASKA DRAWN BY TIM K. DATE CHECKED BY L --- 5 1 /26/05 DATE APPROVED BY DATE CRANE BEAM ERECTION DETAILS roe N N�141 7 R SHT. 21 OF Lt REVIEWED BY DATE n T MIAn ^A , Ai Cn HOLE PLACEMENT IN CRANE BRA Na6W*l9*E RT E VV 46440 - E:LEllV 4i�W40,� 4w%OL �LAA 4 "q ELEV ELE �t41 ELE ELEY l4q TO AjlMK t 4? ELEV 4e ELE ELEV 4 + CloTo 4t,"54 e5 3 ELEV 4,75, 15 ELF N� 4b50 - A ELEV 4e#A 4F CLrV 4t)4 UW,, AKW%O�T mwm ELL -,- dLev 4 i Q i " � � � ' . - ' �w 7::3mµ � 4 LOADING MADISON COUNTY poc4r, -V ELLN, 4eAl 4! W w w w w GAS GAS GAS GAS ELLN 4t)F ELEV 4e - LEV CLEY 4t�'� 1 ELF V 4;'-4 I E S P V was 'T 4b44,43 ie V eLeV 4ffV 41 ELC 4R,48 4t cn LD F. cn Lo 1. LARGE WUIPMENT DISPLAY AREA To N89`53'1 5*E 390.77' V) Lo Z cn LD F. cn Lo 1. LARGE WUIPMENT DISPLAY AREA To N89`53'1 5*E 390.77' GENERAL SITE NOTES 1. CONTRACTOR SHALL COORDINATE AW DRAW QS AND JOHN DEM FURNISHED STOCK PLANS w/ — ENGINEERED VET*L BUILDING DRAWINGS. 2. ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION OF THE CITY OF REXBUK. 3. PROVIDE BARRIERS, FLAGMEN, FLASHERS, ETC. FOR PROTECTION OF THE PUBLIC DURING CONSTRUCTION. 4. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL UNDER GROUND UTILITIES. 5. PROVIDE FIRE BLACKING IN STUD WALLS PER IBC SECTION 716.2 AND AT 10'-0* D.C. MAX. BOTH VERTICALLY AND NOWOWALLY AND AT CEILING INTERSECTIONS. t GENERAL SITE NOTES 1. CONTRACTOR SHALL COORDINATE AW DRAW QS AND JOHN DEM FURNISHED STOCK PLANS w/ — ENGINEERED VET*L BUILDING DRAWINGS. 2. ALL CONSTRUCTION TO BE TO CURRENT ADOPTED CODES AND REGULATION OF THE CITY OF REXBUK. 3. PROVIDE BARRIERS, FLAGMEN, FLASHERS, ETC. FOR PROTECTION OF THE PUBLIC DURING CONSTRUCTION. 4. PRIOR TO ANY EXCAVATION, CONTRACTOR TO VERIFY AND LOCATE ALL UNDER GROUND UTILITIES. 5. PROVIDE FIRE BLACKING IN STUD WALLS PER IBC SECTION 716.2 AND AT 10'-0* D.C. MAX. BOTH VERTICALLY AND NOWOWALLY AND AT CEILING INTERSECTIONS. o. cn W cq i� 5 I . 1' 3 11. g ZI V Q N I• x / 3 / 0 i / LAIR41! i EQUIPMENT DISPLAY AREA �Q f L'r / L `4 J f J` h J / J J J _ N89'531 E . . . . . 390.77 NFA -W Z U 5" A5PHALT CONGRE'TE PAVING OVER 4" OF " COMPACTED 5/4" M1NU5 6RAVEL OVER 12" OF COMPACTED ENGINEERED FILL. ALTERNATE #1 PROVIDE AND INSTALL 6EO -TECH FABRIC. COW, CURB 4 GUTTER 5EE DTL. A/SD -4 GONG, 51DEYVALK. 5EE OTL. 5/50 -4 4 COW-.. EDGE, 5EE DTL. 0150 -4 5 RECE55 CURS 4 WALK FOR HC ACCE55 4" WIDE PAINTED PARK'& 5TRIPE5 O PAINTED HG LO&O, 5EE 0/50 -4 5AWCUT 4 REMOVE EXI5TIN& A5PHAULT INSTALL NEW A5PHAULT CONCRETE PARKIN& PER CITY OF REXBUR6 5TANDARD. O 6" GONG. OVER 4" COMPACTED 5/4" MINU5 6RAVEL OVER 12" OF COMPACTED ENGINEERED FILL. PROVIDE 5" FOUNDATION WALL5 ® 16 "W X 12" DEEP FOOTING Y41 (2) CONT. #4 REBAR AND #4 024" O.G. 10 6" GONG. OVER 4" COMPACTED i" MINUS &RAVEL OVER 12" OF COMPACTED ENGINEERED FILL. ALTERNATE #1 PROVIDE AND INSTALL 6EO -TECH FABRIC. II NOT U5ED 12 NOT U5ED 13 6" 6RAVEL, i "MINU5 OVER 12" OF COMPACTED ENGINEERED FILL. ALTERNATE # 1 PROVIDE AND IN5TALL &EO -TECH FABRIC. 14 RECE55 CURS / WALK FOR VEHICLE ACCE55 15 LANDSCAPE 16 6 TALL CHAIN LINK FENCE OVER 12 "X8" CONC. MOW5TRIP. 17 24' WIDE X 6 TALL GATE Y'U WHEEL 18 6" DIA. 5TL. P05T, 51M. TO DTL. F /5D -4 iq CONC. CURB, 6 "W. ® TOP, 12TH W. ® BA5E. 6" ABOVE 6RADE. 516N, COORDINATE POYVER REOUIREMENT5 WITH OWNER 21 20' TALL TRIPLE HEAD LI&HT POLE SAND/ 6REA5E TRAP, 5EE DETAIL H /5D -4 PIPE BOLLARD, 5EE DETAIL F /5D -4 ALTERNATE #I : PROVIDE &EQ -TECH FABRIC UNDER ASPHALT, CONCRETE AND &RAVEL 5UBJEGT TO VEHICULAR TRAFFIC 4 ASSOCIATES 'IRENT A, MCFARLAND AR-2561 FINISH GRADE I" PRIOR TO 5EEDIN6, 2" PRIOR TO PLANTIN6 OR 500DIN6 2 CONCRETE CAA;ZB AND 1/2" RADIUS 6UTTER PAVING SLOPE ROAD BASE AT SIMILAR, SLOPE 6UTTER AWAY FROM CURB PETAIL /* SCALE: 1"=I' NOT USEP rc7� \50-4 AT SIMILAR, OMIT CURB i GUTTER LAN05CAPE SEE PLAN SEE PLAN NEW 4" CONCRETE WALK N/ #4 0 24" O.G. BOTH HAYS PAINT PAVEMENT N 4" HIDE 5TRIPIN6 - 051W WHITE ON BLUE BACK&ROUNI TYPICAL 2 R .1 !LwaWim BROOM FIN15H FOR DETECTABLE TEXTURE o COW— WARNING SURFACE- RAMP AND FLARED H.C 516M SEE Dn, SCORE MAIN RAMP 5URFAC' E5 an (TYP. OF 2) AND FLARED SURFACES PARALLEL TO PARALLEL TO 5LOPE-5 N/ SLOPES * DEEP TOOLED JOINTS "o # 0 4" oz. IN CONCRETE. RAP 5'-0' HIDE --CONCRETE KALK RAMP DOM 6" e FACE d = FACE OF 6" CURB OF CURB ASPHALT PAVING % � �l�l�f` HL. PAWTED SY+IDM / ��' s DTL, 7/? rrrP. OF 2) FLARED-- 0' SURFACE AT CONCRETE ' CONCRETE PAINT SURFACE OF 5'x2O' ASPHALT TO BE ASPHALT Vil DIAGONAL FLUSH AT ABUTTING STRIPING 4" HIDE AS ED6E-5 OF RAMP. INDICATED ON 51TE PLAN =*ETAIL. r5� SCALE: 3/4 "= I' b . NOIL5 KEYNOTES: A. GONTRAGTOR TO SUPPLY 4 1. TOP OF GOVER TO MATGH ;N5TALL ALL PIPING AND EX15TIN6 C-ARADE/PAVIN6 SANITARY TEE'S, GLEAN -OUTS WHERE APPLIGABLE FOR GLEANING TOWARD AND AWAY FROM INTERGEPTOR 2. LOGKIN6 FRAME 4 COVER (ALTERNATE DUAL SWEEP AIR 4 GAS TIGHT GLEAN -OUTS) B. FILL k4/GLEAN WATER PRIOR, 3. OUTLET TO SANITARY SEWER TO START UP OF SYSTEM MAIN G. GRAY WATER ONLY, E3LAGK 4. PREGAST BAFFLE 4" THICK WATER SHALL BE CARRIED 5. IN5PEGTION TEE BY 5EPARATE 5EP4ER D. GONTAGT AMGOR PREGAST AT 6. INLET 1-500-qqq-2240 7. CLEAR AGGE55 OPENING 8. SLOT BOTH SIDES 6 ! � 3 5tGTION VIEW PLAN VIEW '- PETAL_ t SCALE: I"= I' \5r->-41 GRANULAR BA (2) #4 60WINJOU5 6 . GONG. 12. f ASPHALTIC CONCRETE PAYING 4" ROAD BASE 1 0 "" PETAIL \SD - 41 1 NOTE= AT GATE, WELD 'D" LOOP FOR CHAIN ATTACHEMENT Ln o "z fn cr (4) NEW RE5ERVED PARKING PARKING BARRIER FREE PARKING SIGNS - WHITE BACKGROUND 0V GREEN HELVETICA TEXT 4 315* GREEN < BORDER STRIPE 4 WHITE H.C. 0 fi SYMBOL ON BLUE BACKGROUND 2'x 2*x 1/4' W-cl" LONG) r--AL\I. STEEL TUBE SUPPORT W END CAP CONCRETE BA- - H/ 51-OPED TOP TO DRAIN REPAIR CL LAN05CAPE 0 CL CL --LJ 20' 50. NOT USEP rc7� \50-4 AT SIMILAR, OMIT CURB i GUTTER LAN05CAPE SEE PLAN SEE PLAN NEW 4" CONCRETE WALK N/ #4 0 24" O.G. BOTH HAYS PAINT PAVEMENT N 4" HIDE 5TRIPIN6 - 051W WHITE ON BLUE BACK&ROUNI TYPICAL 2 R .1 !LwaWim BROOM FIN15H FOR DETECTABLE TEXTURE o COW— WARNING SURFACE- RAMP AND FLARED H.C 516M SEE Dn, SCORE MAIN RAMP 5URFAC' E5 an (TYP. OF 2) AND FLARED SURFACES PARALLEL TO PARALLEL TO 5LOPE-5 N/ SLOPES * DEEP TOOLED JOINTS "o # 0 4" oz. IN CONCRETE. RAP 5'-0' HIDE --CONCRETE KALK RAMP DOM 6" e FACE d = FACE OF 6" CURB OF CURB ASPHALT PAVING % � �l�l�f` HL. PAWTED SY+IDM / ��' s DTL, 7/? rrrP. OF 2) FLARED-- 0' SURFACE AT CONCRETE ' CONCRETE PAINT SURFACE OF 5'x2O' ASPHALT TO BE ASPHALT Vil DIAGONAL FLUSH AT ABUTTING STRIPING 4" HIDE AS ED6E-5 OF RAMP. INDICATED ON 51TE PLAN =*ETAIL. r5� SCALE: 3/4 "= I' b . NOIL5 KEYNOTES: A. GONTRAGTOR TO SUPPLY 4 1. TOP OF GOVER TO MATGH ;N5TALL ALL PIPING AND EX15TIN6 C-ARADE/PAVIN6 SANITARY TEE'S, GLEAN -OUTS WHERE APPLIGABLE FOR GLEANING TOWARD AND AWAY FROM INTERGEPTOR 2. LOGKIN6 FRAME 4 COVER (ALTERNATE DUAL SWEEP AIR 4 GAS TIGHT GLEAN -OUTS) B. FILL k4/GLEAN WATER PRIOR, 3. OUTLET TO SANITARY SEWER TO START UP OF SYSTEM MAIN G. GRAY WATER ONLY, E3LAGK 4. PREGAST BAFFLE 4" THICK WATER SHALL BE CARRIED 5. IN5PEGTION TEE BY 5EPARATE 5EP4ER D. GONTAGT AMGOR PREGAST AT 6. INLET 1-500-qqq-2240 7. CLEAR AGGE55 OPENING 8. SLOT BOTH SIDES 6 ! � 3 5tGTION VIEW PLAN VIEW '- PETAL_ t SCALE: I"= I' \5r->-41 GRANULAR BA (2) #4 60WINJOU5 6 . GONG. 12. f ASPHALTIC CONCRETE PAYING 4" ROAD BASE 1 0 "" PETAIL \SD - 41 1 NOTE= AT GATE, WELD 'D" LOOP FOR CHAIN ATTACHEMENT NOT USEP SCALE: 1/5'=I' HALL � � Li /' ALIGN WITH EVC-E PLAN DOOR OF 5F OPENING METAL 5e- ALE: I I' MOUND TOP N GONG 4" VIA, 5TD PIPE FILLED WITH CONCRETE NOTE: 6" DW 5TD PIPE FILLED WITH CONCRETE AT EXTERIOR LOCATIONS NOTE: ALL PIPE BOLLARDS TO BE 4" VIA. 5TD PIPE UNLESS NOTED OTHER.H15E SEE SHEET AI 6" CONCRETE (fO\/Ep- "IN, 1/4" THCK X 5* PLATE SHOP WELDED TO BOTTOM OF PIPE STATE OF IDAHO V, Ln o "z fn cr < < NOT USEP SCALE: 1/5'=I' HALL � � Li /' ALIGN WITH EVC-E PLAN DOOR OF 5F OPENING METAL 5e- ALE: I I' MOUND TOP N GONG 4" VIA, 5TD PIPE FILLED WITH CONCRETE NOTE: 6" DW 5TD PIPE FILLED WITH CONCRETE AT EXTERIOR LOCATIONS NOTE: ALL PIPE BOLLARDS TO BE 4" VIA. 5TD PIPE UNLESS NOTED OTHER.H15E SEE SHEET AI 6" CONCRETE (fO\/Ep- "IN, 1/4" THCK X 5* PLATE SHOP WELDED TO BOTTOM OF PIPE STATE OF IDAHO V, Ln o "z fn cr < 0 CL C5 LAJ CL 0 CL CL C), c. IL CONSULTANTS: CL C5 LAJ CL CL CL r RAWING NO. Ah- lb MP I.- in a w ay t io (208) 359-2309 Fax (208) 359-2271 VICINITY.MAP • ARul`HITECTURE t � • lt52 BOND AVE, XEXBURG, IDAHO 83440 o % 6mow • el 46414.00 TA D ra � y � � ............. " � �� ....... .... . � ... ....... �� , ice. 4 $5'1 s� ........ ' "77 I =Aff"A eNTRAW.,Lw MEV 4~ 41 ELEV 464q,ll 4 T � Wc MZV 4eWAS 50 MXV 9MV, 4M," TO, OLM fl 4. 1 .'�4 f �� ^' t"� T6� <:rNC i TD fiVft ELEV, 4*V" 41�2i )< lNel- 17�5 Aw C CLOY. A5 T ELEV 4845, W�V a � 4� -AWF--- f . . . . . . . .. . . . a 4OW 4-1 - .206 < l ow x CLEV. 4~," 4� mxv 4*5220 45 ELEY 4&49W 1) C,lokl ti> W*�� cow- F T MADISON C40UNTY LOADI" 0"5TVI DOCK *JIV�;� Fez I � YeL v. -41 V! Www w o -- - i — (4 VV - —TT- l#/ -AX*V III w — W GAS GAS GAS GAS El. CV T4 C-.e to to c,, jwAvtll, C4 ELEV, Tv. 4 f3 f J f To, T A 9A�� -� T'a LM E�7— TD caw I T ra. oars tlF to caw 4= 4&4 15 _Q0_ ffizv MW wr 0 Clow-) aFmft TO, f T T I ��� I �u ** 't. / 4,C 4c ir V 2 V � V1 V� I I � i I � i V7 < 1 1 LD Lo li 0 N89 6 1TO M,&N 390.77' < - F 11 • 40 0 -0 Lo t/ vIl ... ... . .... GENERAL SITE NOTES 561 Z 3 3 I- 0 .......... ................ ............ N86'5SIG*r .... . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 6$8. 15 .... .......... ... ...... ............ 8p cSl I� uj LARGE EQUIPMENT DISMAY AREA r (zo 0 4 i L 4 I f l SITE PLAN 390.77* ALTERNATE # I: PROVIDE &EO—TECH FABRIC UNDER ASPHALT, CONCRETE AND GRAVEL SUB..JECT TO VEHICULAR TRAFFIC FS "Mow ii 3t X11 i 1� i li 1 1> LAPtdW OWIPS� IDISM.A*f AIRCA NSD*5Sl5 390.77' SITO M." SCAM r a 4& -,& l� 1 _ i:—#i I" PRIOR TO SEEDING, a• PRIOR TO PLANTING OR 50DDIN6 a'-6• i a'-O' 4 �o' -Y ` 1/a• RADIUS 1 1- 1111 a j o f I Y 4 �S a U AT SIMILAR, SLOPE 6ATTER AWAY FROM CARE tVE-TA I L A► SCALE + I " -4 PAINT PAVEMENT W/ 4" WIDE STRIPIN6 - U51N6 WHITE ON BLUE BAGKC�ROU TYPICAL I i my i OF-019 RAMP AND FLARED H6. SION S SURFACES ?1t ('►YP. of : PARALLEL TO SLOPES 1 10 6 � RAP 5 WIDE RAMP DOWN A • 6" O FACE OF CURB FLARED ---- � SURFACE AT CONCRETE Ob• CONCRETE ASPHALT TO BE FLUSH AT ABUTTING ED6E5 OF RAMP. FOR DETECTABLE WA ZHIN6 SURFAGE- SCORE MAIN RAMP AND FLARED SURFACES PARALLEL TO SLOPE5 W/ i' DEEP TOOLED JOINTS O 4' o4. IN CONCRETE. -..-- CONCRETE WALK FACE OF 6' CURB ASPHALT PAVING (TYP. of 2) PAINT SURFACE OF 5'x2O' ASPHALT W/ DIA60NAL STRIPIN6 4" WIDE AS INDICATED ON SITE PLAN PETAI L v SCALE: 5/4 =1' SD"4 °I W •4 CONTINUOUS 12' PETA I L. t o o "�, SCALE: I' =1' 50 -4 NOT USOEP t* SCALE: 1/5"=l' SD -4 ASPHALTIC CONCRETE PAVING m m NOTE= AT 6ATE, WELD "D" LOOP FOR CHAIN ATTACHEMENT . AT SIMILAR, OMIT GARB a 4 6UTT'ER 5EE PLAN - CONCRETE CURB AND ' NEW 4" C,ONGRETE WALK 6UTTER W/ #4 O 24" O.G. BOTH WAYS a 2 R PAVING LANDSCAPE R SEE PLAN d SLOPE a 4 n a a e 41 4 SLO i a GRAR BASE ANUL n el a ' d 1 i _ I Q. ca I i t j ROAD BASE L - �" i 0 I 1 tVE-TA I L A► SCALE + I " -4 PAINT PAVEMENT W/ 4" WIDE STRIPIN6 - U51N6 WHITE ON BLUE BAGKC�ROU TYPICAL I i my i OF-019 RAMP AND FLARED H6. SION S SURFACES ?1t ('►YP. of : PARALLEL TO SLOPES 1 10 6 � RAP 5 WIDE RAMP DOWN A • 6" O FACE OF CURB FLARED ---- � SURFACE AT CONCRETE Ob• CONCRETE ASPHALT TO BE FLUSH AT ABUTTING ED6E5 OF RAMP. FOR DETECTABLE WA ZHIN6 SURFAGE- SCORE MAIN RAMP AND FLARED SURFACES PARALLEL TO SLOPE5 W/ i' DEEP TOOLED JOINTS O 4' o4. IN CONCRETE. -..-- CONCRETE WALK FACE OF 6' CURB ASPHALT PAVING (TYP. of 2) PAINT SURFACE OF 5'x2O' ASPHALT W/ DIA60NAL STRIPIN6 4" WIDE AS INDICATED ON SITE PLAN PETAI L v SCALE: 5/4 =1' SD"4 °I W •4 CONTINUOUS 12' PETA I L. t o o "�, SCALE: I' =1' 50 -4 NOT USOEP t* SCALE: 1/5"=l' SD -4 ASPHALTIC CONCRETE PAVING m m NOTE= AT 6ATE, WELD "D" LOOP FOR CHAIN ATTACHEMENT . a � e a d Q 4 WALL 0 ALIGN WITH ED4 OF PLAN Dom OPENING POETA I L. SCALE: 1 "= I' 4 -1-1----, 4 L 4 a SECTION t 5D-4 s +# w • w 4 VIA. STD PIPE FILLED NTH CONCRETE NOTE: 6' VIA. STD PIPE FILLED WITH CONCRETE AT EXTERIOR LOCATIONS NOTE: ALL PIPE BOLLARDS TO BE 4" DIA. STD PIPE UNLESS NOTED OTHERWISE SEE SHEET AI.I le w • .• w w lu a f� l SECTION VIEW N0T U5=L� SCALE: 1 "- I' SD - No 'S KEYNOTE A. CONTRACTOR TO SUPPLY 4 1. TOP OF COVER TO MATCH IN5TALL ALL PIPING AND EXISTING GRADE/PAVING 5ANITARY TEE'S, GLEAN -OUTS WHERE APPLICABLE FOR GLEANING TOWARD AND AWAY FROM INTERCEPTOR 2. LOCKING FRAME 4 COVER (ALTERNATE DUAL 5Y EEP AIR # 6A5 TIGHT GLEAN- OUTS) B. FILL W/GLEAN WATER PRIOR OUTLET TO SANITARY SEWER MAIN TO START UP OF 5Y5TEM G. GRAY WATER ONLY, BLACK 4. PRECAST BAFFLE 4" THICK WATER SHALL BE CARRIED 5. INSPECTION TEE BY SEPARATE 5EWER D. CONTACT AMGOR PREGA5T AT S' INLET � 1 -800- 499 -2240 7. CLEAR ACCESS OPENING 8. SLOT BOTH 510E5 � 33 PLAN VIEW PETAL rH ** �*\ SCALE: 1 "= I' 50-4 I m DRAWIN NO. FILE 3D4-SD-4 • SD-4 304 -SD-4 Pwl T � ca a 0 DRAWIN NO. FILE 3D4-SD-4 • SD-4 304 -SD-4 Pwl T � RA - ZTQ - " 10,T19 Fv - -; " I NEE LAR6E 5CALE PLAN Ai3 5ERVICIE Po BAY #2 ,_,,SEE LARGE 5CALE PLAN Al -3 30'X25' (TYP. BAY 51ZE) 5Ep-\/lclr: BAY 05 SLOPE 1/8 PER. FT. cla 4E SEFNICE BA"( SLOPE 1/4 PER. FT. SLOPE 1/4' PER. FT. SERVIGE REGEPTION 1/8' PER. FT. SERVICE BAY *6 SLOPE GENERAL FLOOR PLAN NOTES -1-Al-E, 1/5' -0" I. OHAN&E5 IN FLOOR FIN15H SHALL OCCUR UNDER DOORS U.N.O. 2. FIRE EXTIN&UISHER5 ARE INDICATED AS FEC FIRE EXT. &5EMI—RECE55ED CABINET AT FRAMED WALLS. OMIT CABINET IN SERVICE/PART5 AREA. 5. ALL SHAVED FURNITURE 4 DISPLAY FURNITURE ARE OWNER FURNISHED 4 INSTALLED. 4. ELECTRICAL CONTRACTOR 5HALL COORDINATED V41TH OWNER TO FIELD VERIFY ELECTRICAL/TELEPHONE/VATA CUTLET LOCATIONS. 4 REOUIREMENT5. FLOOK PLAN NOTES 0 DOOR TO BE UNLOCKED VURIN6 BUSINESS HOURS, WITH "DOOR SHALL BE UNLOCKED DURING BUSINESS HOURS" 516N, OR DOOR SHALL HAVE PANIC, HARDWARE. DOOR 15 A DUTCH ST**fLF— DOOR "ASS THRU COUNTER. PROVIDE COMPRE55ED AIR PIPING TO EACH SERVICE SAY. CONFIRM SIZE OF PIPE 4 LOCATION OF OUTLET WITH OVOER. EMERGENCY EYEViA5H 4 5HOYCR. FROST —FREE HOSE BIB H05E-515, COORD. WITH OWNER FOR EXACT REC . OF PRESSURE WASHER. TRENCH MAIN, CONNECT TO SAND GREASE TRAP, SEE SITE 01 C-OORD. REOUIREMENT5 OF CRANE H015T Y41TH MANUFACTURE. GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES. &RAPHIC BAND, SEE JOHM DEERE DYSI&S. @ FLOOR FINISH TRANSITION, SEE JOHN DEERE DY465. G ELECTRIC WATER COOLER, VJPPL ONE FOR ADA ACCE5515ILITI. @ PLASTIC LAMINATE CAOUNTER. ABOVE OWNER FURNISHED CABINETS, SEE HOHN DEERE VV O"sIER FURNISHED AND INSTALLED "JOHN DEERE LIVE" INTERACTIVE EGUIPMENT. COORD. REGUIRMENTS WITH OWNER. ELECTRICAL FLOOR PLAN NOTES TELEPHONE, DATA 4 DUPLEX OUTLET, MOUNT ON BACK OF CABINET IN THE KNEE SPACE. TELEPNONE, DATA 4 DUPLEX OUTLET TELEPHONE, DATA 4 ELEC. OUTLET. CONTRACT SHALL CONFIRM ELEC. REGUIREMENT5 OF OYSINEW5 COPIERS AND FAX MACHINE. COMPUTER DATA RACK, TELEPHONE BOARD, ELECTRICAL PANEL TO BE MOUNTED ON FIRE RESISTANT 314"X*X&PLYW00D. ELECTRICAL SERVICE. • I cn 0 O I 101-0 PARTS RECEMN& t6 PRB=ABRICATED ME=. STRIACTLIRE AWVt frr - r y-f fY iv 11 V# H RETAIL PARTS \VEBREI - ------ --- SCALE: 118" = V-0' r - 1 j, PPE 10 9 t io I (TYP. BAY SIZE) TRENCH 01RAIN RECEPTION 6ENERAL FLOOR PLAN NOTES 1. DIMENSIONS ARE FACE OF STUD TO FACE OF 5TLV ON INTERIOR AALL5, AND FACE OF PURLIN ON EXTERIOR KALL5 a lftm�r AL & If& tam aml lldft..dmk&vft � \l JL & I SCALLEt 1/6* = V -0* AALL SCHEVULM Cjj>— 2X4 STUDS AT 24" O.C. "/a" &m TYPE w (pRovivE MOISTURE RC-515TANT BOARD IN RE5TROOMS, LOCKER ROOM AND WITHIN 4' OF ANY 5INK5/KATER 5OLJRCEJ SAME AS 'Vil PROVIDE 2X6 STUDS AT 24" O.C. IN LIEU OF 2X4 STUDS. �_>— PRE - ENGINEERED METAL BUILDING WALL ASSEMBLY (SEE (1 BUILDING DRANIN65) 1/2" AIR SPACE, 2X4 5TLM AT 24" O.C. "/6" 6A5 TYPE 'X' ON ROOM SIDE. 2X6 AT W O.C. WIMP PANELS EA. 51VE OVER 1/2" 5HEATHIN& EA, SIDE. SAME AS - VA5", PROVIDE 1/2' 055 5HEATHIN(5 il FRP PANELS ON A&. SERVICE SIDE. PRE - ENGINEERED MTL. BLDG. WALL ASSEMBLY, (5EE MTL, BUILDING DRAININ165) ATTACH FRP EA. PANEL EA. SIDE OVER 1/2" 055 EA. SIDE. SAME AS "V*' EXCEPT FRP AND 1/2 055 5HEATINiS ON INTERIOR 51M ONLY. 2 -FOUR OC<AJPAW-,Y 5EPERATION WALL (&A FILE NO. WP 4155) BASE LAYER 5/6" TYPE 'X' GYP. WALLBOARD OR GYP. VENEER BASE APPLIED AT RIGHT AN6LE5 TO EACH 51M OF 2X4 Y400D STUDS 24" O.C. YV&d COATED NAILS, 1 -1/8" LONG 0.065" SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/6" TYPE 'X' GYP, WALLBOARD OR GYP. VENEER BASE APPLIED AT RIGHT ANGLES To EA, 51DE YV&d COATED NAILS, 2 -3/8" LONC7,0.100' SHANK, 1/4" HEADS, 5' O.C. Kflk OF CHANV6 aD 7 In • - — — ------ fzooti Now m m Ck O I I 43� - — — — — — — — — --- DRAWING NO. RE o"v#w * sm A 1.2- aD 30'X25' 9 t io I (TYP. BAY SIZE) TRENCH 01RAIN RECEPTION 6ENERAL FLOOR PLAN NOTES 1. DIMENSIONS ARE FACE OF STUD TO FACE OF 5TLV ON INTERIOR AALL5, AND FACE OF PURLIN ON EXTERIOR KALL5 a lftm�r AL & If& tam aml lldft..dmk&vft � \l JL & I SCALLEt 1/6* = V -0* AALL SCHEVULM Cjj>— 2X4 STUDS AT 24" O.C. "/a" &m TYPE w (pRovivE MOISTURE RC-515TANT BOARD IN RE5TROOMS, LOCKER ROOM AND WITHIN 4' OF ANY 5INK5/KATER 5OLJRCEJ SAME AS 'Vil PROVIDE 2X6 STUDS AT 24" O.C. IN LIEU OF 2X4 STUDS. �_>— PRE - ENGINEERED METAL BUILDING WALL ASSEMBLY (SEE (1 BUILDING DRANIN65) 1/2" AIR SPACE, 2X4 5TLM AT 24" O.C. "/6" 6A5 TYPE 'X' ON ROOM SIDE. 2X6 AT W O.C. WIMP PANELS EA. 51VE OVER 1/2" 5HEATHIN& EA, SIDE. SAME AS - VA5", PROVIDE 1/2' 055 5HEATHIN(5 il FRP PANELS ON A&. SERVICE SIDE. PRE - ENGINEERED MTL. BLDG. WALL ASSEMBLY, (5EE MTL, BUILDING DRAININ165) ATTACH FRP EA. PANEL EA. SIDE OVER 1/2" 055 EA. SIDE. SAME AS "V*' EXCEPT FRP AND 1/2 055 5HEATINiS ON INTERIOR 51M ONLY. 2 -FOUR OC<AJPAW-,Y 5EPERATION WALL (&A FILE NO. WP 4155) BASE LAYER 5/6" TYPE 'X' GYP. WALLBOARD OR GYP. VENEER BASE APPLIED AT RIGHT AN6LE5 TO EACH 51M OF 2X4 Y400D STUDS 24" O.C. YV&d COATED NAILS, 1 -1/8" LONG 0.065" SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/6" TYPE 'X' GYP, WALLBOARD OR GYP. VENEER BASE APPLIED AT RIGHT ANGLES To EA, 51DE YV&d COATED NAILS, 2 -3/8" LONC7,0.100' SHANK, 1/4" HEADS, 5' O.C. Kflk OF aD 7 In Now m m Ck I DRAWING NO. RE o"v#w * sm A 1.2- FOLD DOWN BABY CHAN&IN& STATION, INSTALL PER MF6. RECOMMENDATION. SEE DETAIL C/AI3 FOR TYPICAL FIXTURE MOUNTIN6 LAR6E SCALE TOILET RM. 5CALE: 1/4* la it-ON SEE DETAIL C/Al-3 FOR TYPICAL FIXTURE MOUNTIN6 LAR&M SCALE LOCKER KM SGALEt 1/4* = 1'--0* PAINTED GYPSUM BOARD GRAB BAR Al- TOILET PAPER DISPENSER T* , ePICAL. fml>Mfe MOUNT IN6 SCALES 1/4* - 1'--0* PRE- FABRICATED MEZZANINE SYSTEM TO BE RELOCATED FROM EXISTING BUWIN6. INSTALL VERTICAL COLUMN EXTEN51ON5 AS REGUIRED TO MATCH FINISH FLOOR HE16HT OF KO0V FRAMED MEZZANINE LEVEL DA5HED LINE REPRESENTS SOFFIT WALLS 5 1/2* 15 go. METAL STUDS 0 24' OZ, PV 1,42* 6+45 ON SHO04R00M SIDE. ItVAPA RATED SHEATHIN6 ON MEZZ. SIDE. ATTACH TO 10 go. TRAGIC W (1) *12 SCREW EA. SIDE. ATTA4+#-VW OF 10 go. TRACK TO PRE-EN61NEERED METAL BUILDiN6 C40WOWTS PER BUILDIN6 MANUFACTURER. APPROXIMATE PC16W OF SOFFIT WALL 15 &4 LBS&F. ATTA4#HED SOFFIT WALL. TO NEZZ. STRUCTURE AT &'-0* O.C. (MAX) FOR LATER-AL SUPPORT ONLY MEZZANINE FRAM IN6 PLAN SCALE: 1/8' - 1' --0" 12* 42* MIN. ACCESSIBLE WATER COOLER -z z In MAX MAX. OPEN TO BELOW PARTS RECEIVING cc O A OA CEILING HT YMIES C PREFABRICATED MEZZ. STRUCTURE ABOVE COMPUTER DATA RACK, TELEPHONE PANELS BOARD, ELEC. i PARTS F OF' 101 AR -ft WN T OF D PARTS ANACPC-R 0 0 D COUNTER D OAP-E cma 0 D A mlm�mml: K RAFLECTEP CrE I L I N6 PLAN 5e,'ALEz 1/5• = 1'-0* i MF_C,lHjrIRE j R15ER ROOM; n O A FLUIDS 066 5m\/I(: OA BA**( #1 .-Jo EAKROOM ,- j L00KIM EMERGENCY EYEWASH 4, SHOWER u o Q j OA SERVICE BA*i #2 IT KOOW Rg I W15CIAL ToQL I VFJ ED TF-OH. rol w6i O F fol O F C 0 H&R. MEZZ. SERVICE WRITE-UP Q D I i6 PPE O A 0 D K 2 DEERE 0 NERAL \ `,PPE H&R. 0 D Luj �A 10 30'X25' (TYP. B SIZE) O A B WASH BAY O A O A H. A6. SERVICE 01531 SERVICE BA"( *5 O A 5m\/IoE 5A**r #4 O A O A SM\,/I0E DAY *6 O A SERVICE DAY * O A SERVICE N N RECEPTION OUTD PRODUCT PRESENTATION FMFLECTEP CE I L I N6 NOTES 0 BULKHEAD, BOTTOM TO BE ll'-O" A.F.F. SEE JOHN DEERE DRAWINGS E-46 FOR BULKHEAD DTL. CABLE SUSPENDED 516N, BOTTOM AT 10 A.F.F., SEE JOHN DEERE DA&S. 03 BULKHEAD, BOTTOM AT 5 A.F.F. G) EXPOSED METAL DECK, PAINT 6ENERAL REFLECTEP CE I L I N6 NOTES 1. ALL 0EILIN6 HE16HT5 TO BE &-2" U.N.O. 2. HATCHED/SHADED L16HT FIXTURES REPRESENT EMERGENCY LI&HT FIXTURE "ATTER*YBACK -UP 5. CONTRACTOR VERIFY LI&HT 51NITCH LOCATION Vi/OWNER. 4. PROVIDE B1 -LEVEL 510ilTOHIN6 PER I.E.04,. O A SERVICE BA'Y' 06 OA ,0PILIN6 MATERIAL LE&END OA Smyicr= OA BAY 05 w O A 5/5" C7*rP. BOARD CEILING ATTACHED TO MEZZ. FLOOR JOIST ABOVE :2X:2 LAY IN ACOUSTICAL TILE 2X4 LAY IN ACOUSTICAL TILE O A MEZZANINE FLOOR PLAN SCALE: 1/0' - 1'--0* iii 1.16HT FIXTURE 50HEVULE 4 I.E6END 1T SYMBOL DISCRIEILQN LAMPS A OA HOLOPHANE RE250MPMlHRW-W5250/C/BU RETAILER METAL HALIDE GLASS MS250/C/BU REFLECTOR FIXTURE. BOTTOM OF nmw AT 14'-0* A.F.F. j z LOCATION: SHOWROOM AND SHOP B e LM4W U40M 1201277 5W1 R C 8 LITHONIA TWAC 70WTB LPI DWH. WITH PHOTOELECTRIC CONTROL INDYJ215-SG-34OBX-9SA-Tl(2) 2x2 DEEKELL PARABOLIC LOUVER RECESSED 3-FT40DL/835 D 3-BiAX LAMP FLUORESCENT FIXTURE. 77, LOCATION: OFFICES, CUSTOMER CONTACT POINTS WITH LAY-IN CEILINGS E 0 E LBL SILVER BULLET PF 000 PC (1)X32W TBX GX24Q-3 4 PIN LOCATION: RETAIL PARTS/CASHIER COUNTER SOFFIT, NOT TO EXCEED 4' CC. (PL32TB-4) SPECIAL ORDER LONGER CORD. MOUNT 8'-0* A.F.F. INDY 1618R-321-SA EIGHT-INCH DIAMETER 32-WATT COMPACT FLUORESCENT F OF DOWNLIGHT. 1 -CF32DT/E/8 LOCATION: MAIN ENTRY, SOFFITED COUNTER AREAS LIGHTOLIER 406WH-402MRE G (DG LOCATION: MAIN ENTRY 75W MR 16 LWOLIER INSMOS340120SO LENSED TROFFER 2X4 3LP. (3) PHILIPS F32T8/ H LOCATION: CUSTOMER SUPPORT AREAS, BACK OF HOUSE TL730/ALTO LIGHTOLIER SW45232HPF- 120-50 (2)32W T8 LOCATION: PARTS STORAGE FLUORESCENT K K LSI JM2901-OOFB-CDM1OOPAR38FL/3K TRACK FIXTURE WITH CDM1OOPAR38FL/3K FOUR FOOT TRACK AND END FITTING, CABLE HUNG AT 12'-O LOCATION: ABOVE SHOWROOM FEATURES AND RETAIL PARTS DISPLAY N 0 N LIGHTOUER #LD7VM*-LD7V 7" MK70/C/U/MP/3K LOCATION: UNDERSIDE OF EXTERIOR CANOPIES ELLIPTIPAR IM10107OG X 01 PENDANT WALL WASH INSTALL 15-0 - P ABOVE FINISHED FLOOR, 2'-6* FROM WALL, 4'-0* ON CENTER CMH70/T6 LOCATION: SERVICE COUNTER 2X4 T8 32 WATT, 2 BULB (2) PHILLIPS F32T8/TL730/ALTO R 2X2 T12 40 WATT, 2 BULB (2) FT40OL/835 F I XTURE LEC-7END W_ "Im o ll� STATE OF IDAH I K#2&q-uuzm j z Lj 77, K#2&q-uuzm O A OA < < 0-) CL O A OA [I OF IDAVIG:17 4V-0* ROOF SLOPE EWYONV 5140 T MIETAI--� KALL PANEL - (ACCENT C<XM ------- ------ - ------ --- ------ _.._ _. _ _ �� _ �..� sl ...... . ... L b* SPO ALUM. STOREFRONT FACE CW OUTLINE OF S16N SLADE A56EPBLY TYP. EAST ELEVATION SCALE, 1/6' - 1'--0* SMOOTH METAL WALL PAWL- (ACCENT C0L0f;V FACE C.-t-V SOUTH ELEVATION SCALE, I/W = V-0" METAL HALL PANEL METAL HALL PAWL F - Il`IETAd- HALL PAWL —i 8* SPLIT FACE CW _rl ' bo SPLIT Aj.UM.STOREFRONT FACE 0-V A55EMEILY TYP. METAL HALL PANEL SMOOTH METAL WALL PANEL COLOR) METAL WALL PANEL 8* SPLIT FACE CMIJ lmml�m - my ; pp t tY CONSULTANTS. 12 SMOOTH META WALL PANE (ACCENT COLOF s m s_ i tV SCALES 1/5" - V - 12 SMOOTH METAL WALL „ � P � ,Ly AN � E � L � (A✓GCENT C40.OR) s METAL ROOF PANEL. i METAL WALL PANEL - - --------- METAL WALL PANEL - v- !f1 W SPLIT FACE C,wU 6” SPLIT FACE CMU S ao! r•r� NORTH ELEVATIO SCALE, 1/6' = 1'—O" -1 SECTION fk,'ALEs 1/6* - 1'--0* SMACE PARTS F20 I PARTS • I I t I �� i� HEADER OVER CANOPY (SEE METAL OPENIN&, C4ONT. EULDfN& 5HOP DRAt"New HALL 4 CL6. ABOVE TO RETAIL SALES/ SHOWROOM � t 1 1 � _n ;e IL Ei DRAWING O.