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HomeMy WebLinkAboutPLANS - 01-00045 - City of Rexburg - Sandpit BuildingE PROPER ERECTION OF THIS BUILDING )WING ERECTION GUIDES) ARE REQ'D. I FRAME BUILDING ERECTION GUIDE I STANDING SEAM ROOF I STANDING SEAM ROOF GUIDELINES FOR AVOIDING CAII RAr'wt, JIANUING SEAM "REROOF" ERECTION GUIDE FRAME BUILDING ADP1 LINER PANEL ERECTION GufnF FRAME BUILDING ADP2 LINER PANEL ERECTION rI nnF IBMITTAL TION S LY ZY USE ONLY 1•R U C TI ON LY 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. IMPORTANT INFORMATION LONG TRIM, CARE SHOULD BE TAKEN TO AVOID DAMAGE KLING. INENTS HAVE A PROTECTIVE FILM ON THE COLORED SURFACE 2EMOVED PRIOR TO INSTALLATION. PROLONGED EXPOSURE TO JNLIGHT WILL ADVERSELY EFFECT THE PROTECTIVE FILM MAKING ILT. BEHLEN MFG. CO. WILL ACCEPT NO RESPONSIBILITY FOR ITECTIVE FILM HAS BEEN EXPOSED FOR MORE THAN 3 � CRITFRIA N ACCORDANCE WITH THE APPLICABLE CODE LISTED BELOW. UBC 97 WIND VELOCITY (MPH) 35 WIND EXPOSURE 1.0 WIND ENCLOSURE 0 SEISMIC ZONE 4 80 Partially Enclosed 3 WIDTH: LENGTH: SW BAY: EW BAY: (LEFT) EW BAY: (RIGHT) BUILDING 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 ENG. FAX: 402-563-7286 NFORMATION JOB NUMBER.- NAME: UMBER:NAME: ADDRESS: CITY, STATE: BUILDER: 1703 EXBURG SANDPIT REXBURG, IDAHO TETON WEST CONST. BUILDING PROFILE 54 FEET EAVE HEIGHT: (BACK/�_RONT) 15 /15 FEET 90 FEET ROOF SLOPE: (BACK/'`RONT) 2.0: 12 /2.0:12 4 at 22.5 FEET PEAK OFFSET: (FROM BACK) 27 1@17, 1@20, 1@17 FEET GIRT TYPE: (BACK) Bypass FEET 1@17, 1@20, 1@17 FEET (FRONT) Bypass (LEFT) Flush (RIGHT) Flush METAMDING�ACTUM R ASSOCIATION FRAME TYPE: (LEFT) Rigid (RIGHT) Bearinq 2. ANCHOR BOLT DIAMETER DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC (ASTM A-307). LENGTHS SHOWN ARE SUGGESTED MINIMUMS. ACTUAL LENGTH, HEAD STYLE AND METHOD OF TRANSFER– RING FORCES FROM ANCHOR BOLTS TO CONCRETE FOOTINGS TO BE DETERMINED BY OTHERS. 3. FOUNDATIONS MUST BE QUALIFIED FOUNDATION DESIGNED ENGINEER FOR LOCAL SOIL CONDITIONS BY A 9 110 DArE TO SAFELY SUPPORT COLUMN LOADS. TRIM AND I N U %� TI O N DO GENERAL NOTES R M A TI 0 N IS THE SEAL OF THE TI. THE SEAL THAT APPEARS ON THESE DR ENGINEER FOR BEHLEN MFG. CO. WHO IS NIOTSTHE ENGINEER OF RECORD. TRIM 2. CERTIFICATION RESTRICTION: COLOR: GALVALUME RAKE: GAUGE: 26 COLOR: ANTIQUE BRONZE ENGINEER'S CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL EAVE: COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG. CO. GAUGE: 26 COLOR: ANTIQUE gRpIJZE CERTIFICATION EXTENDS ONLY TO THE DESIGN LOADS AND STANDARDS HEADER: COPED FLASHING: GAUGE: 26 COLOR: NIA INDICATED ON THESE PLANS. CERTIFICATION DOES NOT EXTEND TO GAUGE: 26 ECHANICAL,RESPONSIBILITIES,RICAL,PLMIG,FIE PROTECTION,BASE SEAL: I(UE 59UW1E FOUNDATION, ARCHITECTURAL GAUGE: 26 COLOR: CORNER: ANTI Q1F_ 82'DM COORDINATION, OR OTHER ASPECTS OF CODE COMPLIANCENOTCOLOR: Af�(TlQUE BRONZE GAUGE: 26 COLOR: AAif1QjJE BROI12E SPECIFICALLY REFERENCED BY THE MANUFACTURER'S ORDER DOCUMENTS. _ CERTIFICATION SHALL NOT EXTEND TO BUILDING ERECTION SUPERVISION OR INSPECTION. 3. BEHLEN MFG. Co. MAY BE NOTED IN THESE PLANS AS "BMC". 4. BMC IS NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DAMAGES INCURRED IN THE ERECTION OF BUILDING COMPONENTS NOR FOR THE INSPECTION OF ERECTED COMPONENTS TO ASCERTAIN SAME. 5. TEMPORARY BRACING MUST BE INSTALLED BY ERECTOR TO PROVIDE ADEQUATE STABILITY DURING ERECTION. BRACING INDICATED ON THE ERECTION DRAWINGS IS CRITICAL TO THE STABILITY OF THE COMPLETED STRUCTURE AND SHALL NOT BE REMOVED. 6. IF WINDOW AND DOOR FRAMES ARE TO BE FIELD LOCATED, GIRTS & SHEETING ARE TO BFIELD 7. A 3/4" DIA X 2" LONGSLOT MUST BE REQ'D. LOCATED AS REQ'D IN GIRTS OF FLUSH FRAMED BUILDINGS TO PERMIT THE INSTALLATION OF ICABLE BRACING. INSULATION 8. WALL & LINER PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. UNAUTHORIZED REMOVAL OF PANELS IS PROHIBITED. BY BY THICKNESS 9• ALL FIELD WELDING MUST BE PERFORMED BY AWS QUALIFIED WELDERS NONE SIMPLE RIGID FOR THE WELDING PROCESSES AND POSITIONS INDICATED IN ACCORDANCE ROOF: OTHERS BEHLEN OVER ZEE SAVER CLIPS BOARD WITH THE APPLICABLE AWS SPECIFICATIONS. WELD ELECTRODES USED MUST BE 70 KSI STEEL, LOW HYDROGEN CONTENT. WALL: 10. STANDARD BEHLEN WALL, LINER & ROOF PANEL PROFILES ARE SHOWN � BELOW. 1 -COLORED SIDE (WHEN APPLICABLE) ADP1 WALL,–LINER OR ROOF PANEL OUTSIDE COLORED SIDE (WHEN APPLICABLE) PANEL SS = STANDING SEAM STANDING SEAM ROOF PANEL ADP2 WALL, SOFFIT OR LINER PANEL 7-11111 fill BYI DATE ICHECKED BYI DATE APPROVED BY DATE BYI DATE VISIONS FRAMING FIN PRIMARY FRAMING (MAIN FRAMES & ENDWALL FRAMES) (WIND COLUMNS & BENTS) SECONDARY FRAMING (GIRTS, LAVE STRUTS, PURLINS DOOR/FRAMED OP SCALE NONE NG. & CLIPS ETC.) TRE Y G. DUYSEN BY RON HENRY BY J,_R05LEy 9Y DBY DATE / DAT= I DATE 9 110 DArE y 17/„/ REXBURG SANDPIT 11 REXBURG, IDAHO GENFRAI INlr7nQhA A -1 1 1 3/4" 1 3/4" { - V -0 - DETAIL B 3" 3" 1" EW Dia= 3/4" - T - I I 3, 0) (� ,, EW 1 3/4 1 3/4' See Plan Dia= 3/4" O-� DETAIL C DETAIL D Dla= 3/4" FI r0-T- /A\ I 3„ 3„ 8„ 1 3/4" 1 3/4" See Plan DETAIL E BACK SIDE 0 0 z z w w r - w = w 0 J Of FRONT SIDE ORIENTATION SW l'-5" -s 22'-6" 21'-1" 90'-0" OUT -TO -OUT OF STEEL 2) (3 -F" 1d 5 I o X -Bracing , X -Bracing b 4 . ■ ■ ■ ■ ■ D E E E ■• JC ■■ w w •■ I-- V) O O I 00 N O E_ I iE O o CD T- C .. U ■ . LO D E E E . . .. .. .. .. Q I X-Bracina I 7T- X -Bracing I O I GED 19/21/01 RAWN BYJ DATE -1" 1'-5" a� 22'-6" ANCHOR BOLT PLAN NOTE: All Base Plates © 100'-0"(U.N.) d1-61 JJAC REACTIONS, ANCHOR 0 I IL I I V1 -----------------Column GED 19/21/01 RAWN BYJ DATE -1" 1'-5" a� 22'-6" ANCHOR BOLT PLAN NOTE: All Base Plates © 100'-0"(U.N.) d1-61 JJAC REACTIONS, ANCHOR 0 I IL I I V1 -----------------Column Reactions (k DATE JAPPROVED BYJ DATE IRIVEWED BYJ DATE ILETTERIREVISIONS Hmax _6„ 00 DRAWN BYJ DATE ICHECKED BYJ DATE JAPPROVED BYJ DATE SCALE : NONE DRAWN BY G. DUYSEN CHECKED BY RON HENRY APPROVED BYJ. CROSLEY BY DATE REVIEWED BY ROLAND AUGSPUI H ~f RIGID FRAME: Q REACTIONS, ANCHOR 0 I BASE PLATES DRAWN BYJ DATE ICHECKED BYJ DATE JAPPROVED BYJ DATE SCALE : NONE DRAWN BY G. DUYSEN CHECKED BY RON HENRY APPROVED BYJ. CROSLEY BY DATE REVIEWED BY ROLAND AUGSPUI H ~f RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES Load -----------------Column Reactions (k )--------------------------- Bolt Base Plate (in) Base Elev Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in)) Line Line Id H Vmox Id H Vmin No D(in) Wld Len �Thk 1 D 1 6.3 9.9 2 -5.0 -6.5 4 0.750 6.000 13.000 0.375 -10.3 3 5.7 11.7 2 -5.0 -6.5 A 4 10.3 1 A 4 5.1 -6.5 5 -6.3 9.9 4 0.750 6.000 13.000 0.375 3 3 -5.7 11.7 4 5.0 -6.5 2 ,1 2.7 RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES -----------------Column Reactions (k )--------------- -IV Base Elev (in) 0.0 0.0 Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Base Elev Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in) 2 * D 1 12.9 19.9 2 -10.3 -13.5 4 0.750 6.000 15.000 0.375 0.0 3 11.7 23.5 2 -10.3 -13.5 R -EW 5 8 3.0 2 * A 4 10.3 -13.5 5 -12.9 19.9 4 0.750 6.000 15.000 0.375 0.0 B -SW D 3 -11.7 23.5 4 10.3 -13.5 2 ,1 2.7 2 * Frame lines: 2 3 4 ENDWALL COLUMN REACTIONS(k ) MAXIMUM VERTICAL DL+CO+LL = 9.1 MAXIMUM VERTICAL DL+WL = -8.5 MAXIMUM HORIZONTAL DL+WL = 3.4 BRACING REACTIONS, PANEL SHEAR ANCHOR BOLT SUMMARY ---------- ----- Total Ont Loc Dia Len Pro (in) (in) (16) 0 16 EW 3/4' 18.00 2.50 9 32 RF 3/4" 18.00 2.50 DATE 9/10 DATE 9/10 DATE 9/11, DATE 9/12 REXBURG SANDPIT REXBURG, IDAHO ANCHOR BOLT PLAN LINE -C> BEHLEN MFG. CO. COLUMBUS, NEBRASK JOB No. M1 703 SH1 2 OF 11 Bracing (k) Panel ---Wall-- Col --Wind ---- Selismic- Shear Loc- Id- Id-- Horz Vert Horz Vert - (Ib/ft) L -EW 1 Rigid Frame At Endwall F -SW A 1 ,2 2.7 1.5 6.0 3.3 3 ,4 2.7 1.5 6.0 3.3 R -EW 5 8 3.0 2.3 1.5 1.1 i 3.0 2.3 0.0 0.0 B -SW D 4 ,3 2.7 1.5 6.0 3.3 2 ,1 2.7 1.5 6.0 3.3 ANCHOR BOLT SUMMARY ---------- ----- Total Ont Loc Dia Len Pro (in) (in) (16) 0 16 EW 3/4' 18.00 2.50 9 32 RF 3/4" 18.00 2.50 DATE 9/10 DATE 9/10 DATE 9/11, DATE 9/12 REXBURG SANDPIT REXBURG, IDAHO ANCHOR BOLT PLAN LINE -C> BEHLEN MFG. CO. COLUMBUS, NEBRASK JOB No. M1 703 SH1 2 OF 11 ANGE BRACES: Both Sides(U.N.) A — L1.5xl6G c I if 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. ,.Z-2" 12 1'_5" 1'_5» 2"h�, 12 mmm 0 49'-3 1/8" CLEAR +/- 54'-0" OUT -TO -OUT OF STEEL RIGID FRAME ELEVATION FOR FRAME LINE 1 0 1'-8 7/16" NO m FRONT SIDE ORIENTATION 0— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT REVISED FRAMING MEMBERS GED 19/21/01 'AWN BYI DATE 9 9 E 9/21/011 JRC DATE 1APPROVED O u- 9 21 C DATE JU -U IIID 1- i U-UU I Ur J I CtL 2 3 4 22'-6" 22'-6" 22'-6" 22'-6" DSO 1/2 P-3 8Z16 28-9 1/2 P-4 1 1 E-5 E-2 E-2 E-4 I P-1(TYP) P-2(TYP) \\ P-3(TYP) / P -4(T p I BE14 22'-5 \ / � / I 8E14 22-5 3/4 E-3 8E14 22'-5 3/4 E-4 X I 3/4 E-5 8E14 22'-5 3/4" CB -4 WX6 25'-10" CB -5 WX4 22'-11" C-201 8C16 I C-202 C-201 SC1Fi I I I I 5 Cg I I I G0� \S I P-5 Typ P-3 Typ �\ P-2 Typ � P-6 T YP I \\ i I -201 C-202 I I G�; \B I I / / PURLIN LAP E-1 E-2 CD E-2 1 3'-9 3/4" 2'-5 3/4" IS -9 3/4"-5 3/4" ROOF FRAMING PLAN `O E-3 1 3'-9 3/4� 3'-9 3/4" SIGNS I-RAWN BYO DATE ICNECKED BYE DATE 1APPROVEO BYE DATE 5' O TM 104 (30) mo I I Q0 N Q N ROOF SHEETING PANELS: 26 Go. Al SCALE : NONE DRAWN BY G. DUYSEN DATE 9/10 CHECKED BY RON HENRY DATE 9/10 APPROVED BY J. CROSLEY DATE 9/11 BY DATE REVIEWED BY ROLAND AUGSPURGER DATE 9/12 REXBURG SANDPIT REXBURG, IDAHO 1 1 ROOF FRAMING I --i P-2 ULlY 8Z16 LO -J 28'-9 DSO 1/2 P-3 8Z16 28-9 1/2 P-4 8Z13 26'-3 5/8 P-5 8Z14 26'-3 5/8 P-6 BZ13 26'-3 5/8 E-1 BE14 22'-5 3/4" E-2 8E14 22-5 3/4 E-3 8E14 22'-5 3/4 E-4 8E14 22'-5 3/4 E-5 8E14 22'-5 3/4" CB -4 WX6 25'-10" CB -5 WX4 22'-11" C-201 8C16 4'-5" C-202 SC1Fi S'-1 C) PROFFS\ �r OF W. BEHLEN MFG. CO. COLUMBUS, NEBRASK JOB NO. M1703 I SHT. 5 OF 11 BOLT TABLE: FRAME LINE 1 C N A PE DIX L7N— lGolumn 1 10 A,52b 1 2 1 1 MEMBER TABLE AM 1 LENGTH_ D EC-1 80850413 2 -6 3 8 A G-1 8C16 16'-11' 54'-0" OUT—TO—OUT OF STEEL G-2 8C1 4 '— 1 CONNECTION PLATES FRAME LINE: 1 —oIC D MARK/PA 17'-0" 20'-0" 17'-0" 1 Cpl 352 2 CP134 3 CP144 4 CP194 CP96 G2 IM TABLE FRAME LINE 1 oD PART 2 Q2 _ „ ,�_�__ 1 TW11-20 2 TR1-20 12 3-- -� __`�_____^^�� 12 3 TE31 ----❑� ——]OL___= 5 TR211 1'-0" Cr— G-1 G-2 G-12 �— �� 1'-0" ® oa ao ®I II II II II I II II o 1 o it a it I 4 li II II II II II II II II II II it II II I II-----------------------------------------------�I I I EC-1 EC-1 LEFT ENDWALL FRAMING: FRAME LINE 1 N N \ \ \ \ \ \ \ \ N N 0) CV N 2 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 QED PRO% GIN FE Zo LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. Al — ANTIQUE BRONZE �— OF \oP� W. DENOTES FIELD LOCATED ACCESSORY % qr W. W (SEE ACCESSORY SHEET) TS — DENOTES TORSION SPRING SUPPORT SCALE : NONE DRAWN BY G. DUYSEN DATE 9/10/01 REXBURG SANDPIT BEHLEN MFG. CO. CHECKED BY RON HENRY DATE 9/10/01 REXBURG, IDAHO COLUMBUS, NEBRASKA A REVISED PANEL LENGTHS AND TRIM GED 9/21/01 KW 9/21/01 JRC 9/21/01 1 APPROVED BY J. CROSLEY DATE 9/11/01 LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE RENEWEDIBY DATE LETTER REVISIONS DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWIDBY DATE REVIEWED BY ROLAND AUGSPURGER DATE 9/12/01 ENDWALL FRAMING JOB N0 M1703 sHr. 6 of 11 0— DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS— DENOTES TORSION SPRING SUPPORT LETTE 1'—op) ,Z2" 12 16'---0as 54'-0" OUT—TO—OUT OF STEEL AG2 20'-0" 16'-0" jam I I I I EC -2 EC -3 EC --3 EC -4 RIGHT ENDWALL FRAMING: FRAME LINE 5 Mow'00 E'Al O RIGHT END ALL SHEETING & TR M: FRAME LINE 5 PANELS; 26 Ga. Al — ANTIQUE BRONZE PANEL LENGTHS AND TRIM I GED 9/21/01 1 KW 9/21/01 JJRC 9 21 01 I HhA I cjjzjjoj REVISIONS IDRAWN BYJ DATE ICHECKED BY1 DATE I APPROVED BYI DATE IREVIEWED BY I DATE ILETTERI REVISIONS IDRAWN BYI DATE lChECKED BYI DATE 1APPROVED BYI DATE 1'—o" 2 12 ,r 1 • " MEMIlER TABLE RAME LINE5 MARK .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. . .. EC --2 N N r 13--5 7/8" EC -3 B0850413 clq 0) N �1 M r, } S..r eL I I 00f h R W w I r ! 27'-5 7/8" Qo coI I • J V J Q0 G-4 coI 0 -)Lo 10'-9 13 16" G-5 4� lit O RIGHT END ALL SHEETING & TR M: FRAME LINE 5 PANELS; 26 Ga. Al — ANTIQUE BRONZE PANEL LENGTHS AND TRIM I GED 9/21/01 1 KW 9/21/01 JJRC 9 21 01 I HhA I cjjzjjoj REVISIONS IDRAWN BYJ DATE ICHECKED BY1 DATE I APPROVED BYI DATE IREVIEWED BY I DATE ILETTERI REVISIONS IDRAWN BYI DATE lChECKED BYI DATE 1APPROVED BYI DATE 1'—o" 2 12 ,r 1 • " MEMIlER TABLE RAME LINE5 MARK I PAUILENGTH EC --2 80850413 13--5 7/8" EC -3 B0850413 16'-1 7/8" EC -4 80850413 13'-5 7/8" ER -1 W10X12 27'-5 7/8" G-3 8C16 15-3 1/2" G-4 BZ16 10'-9 13 16" G-5 8C16 19'-3 1/" G-6 8Z13 19'-3 1/2" L.LB_—_I- WX4 23'-8" 2 I CP134 3 CP98 olD I PAR 1 1 TW11-2 2 TR1-20 "7 3 TE31 4 TR6-1 BEHLEN MFG. CO. COLUMBUS, NEBRASK JOB NO. M1703 I SH T. 7 Of 11 SCALE NONE REXBURG SANDPIT REXBURG, IDAHO DRAWN BY G. DUYSEN DATE g 10 01 CHECKED BY RON HENRY DATE g 10 01 APPROVED BY J. CROSLEY DATE 9/11/01 BYJ DATE I REVIEWED BY ROLAND AUGSPURGER DATE 9/12/011 END WALL FR AM I N G BEHLEN MFG. CO. COLUMBUS, NEBRASK JOB NO. M1703 I SH T. 7 Of 11 1,-5, 90'-0" OUT—TO—OUT OF STEEL I 5 22'-6" 22'-6" T 22'-6" 22'-6" G-7 IN --------------------------- T RF2-1 RFI -1 G-8 NQ ------------------------------------------ ------- R1 _ i T-7-RFl-1 FRONT SIDEWALL FRAMING: LINE A 1= ----------- H EC -2 00 00 co 00 00 N co CN co N 00 N cc N co N co N co N 00 N co NN oc 00 N co N w rq CN cc (N co N 00 N 00 N co N co CN co N co cl-4 co N DO 00 co L------------------------------ --------------------------------------------------------- FRONT SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. Al — ANTIQUE BRONZE L-- I E-2 UL I It 8E14 LL -J J/'+ 221-5 3/4" E-3 8E14 22'-5 3/4" G-7 8C16 22'-53/4" G-8 801 4 22:-5 3/4" G-9 8C14 22, —5 3/4" CB -2 WX5 23'-4, " 1 TW1 1 -20 2 TW1 —12 3 TE1 3 4 TE15-1 5 TE6-20 e<-� ,:�� �p PRoF, "Cc) V'Z'Jc-> 0 F \9'� DENOTES FIELD LOCATED ACCESSORY LO F \9 (SEE ACCESSORY SHEET) W. V -\S TS — DENOTES TORSION SPRING SUPPORT u I I SCALE : NONE VID 01 DRAWN BY G. DUYSEN DATE 9/10/01 REXBURG SANDPIT 0 1 CHECKED By RON HENRY DATE 9/10/01 REXBURG, IDAHO REVISED PANEL LENGTHS AND TRIM GED 9/21/01 KW 9/21/01 JRC 9/21/011 krA I qh1lol -0-1— 1 1APPROVED BY J. CROSLEY DATE I 9/11 /01 - �ulf REVISIONS =DRAWN BY DATE CHECKED BY DATE APPROVED BY DATE REVIEWED BY DATE LETTER REVISIONS S IDRAWNBYDATE KYDATE DATE I CHECKED BY APPROVED BY REVIEWED BYROLAND AUGSPURGER J DATE I REVIEWED By FRAMING DATE 9/12/ol SIDEWALL � I BEHLEN MFG. CO. COLUMBUS, NEBRASKA JOB NO. M 1703 1 SIT. 8 11 11 LE a 5 22'-610 0 22'-6" 90'-0" OUT -TO -OUT OF STEEL n 22'--6" 2 22'-6" L --,c E-4 orl 11t 8E14 L1 —t 5/4-- 22'-5 3/4" E-5 81114 22'-5 3/4" G--8 8C14 22'-5 3/4" G-10 8C14 22'-5 3/4" G-11 8C16 22`-5 3/4" CB -2 WX5 23'-4" CB -3 WX!� DATE I 1 1W11-20 2 TW1-12 3 TE13 V-533 }-5" 4 TE15-1 5 TE6--20 E-4 E-2 F21 I E-2 E-5 G-10 G -g G_S yew j G--11 ti H----- - - - - -------I------------------------------..._.---I -- _- RF1-1 BACK SIDEWALL FRAMING: LIME D EC- 4 u L-- _._.. RF1-1 CEJ N N N � N CEJ N r r r r I 1 I I 00 00 00 co cc 00 00 00 <�> - I - I ^ I - I I I I I ro I L--- ----------_------_---------- 0- DENOTES FIELD LOCATED ACCESSORY (SEE ACCESSORY SHEET) TS- DENOTES TORSION SPRING SUPPORT REVISED PANEL LENGTHS AND TRIM� GED I9/21/01I KW 1 9/21/011 J R C 9/21/01 REVISIONS DRAWN BYJ DATE ICHECKED BYI DATE APPROVEDAY BATF �'r 1— M�r cM�-- �yr-� �c++�,//�, ry�� W W W coW W W W W 0 mr rr� cMM-- s� cor�r- W W W 00 W M 1 10 I RF1-1 r r I00 0000 00j I RF2-1 c0 00 CO 00 ro n I f I I I C I ---------,--------------------- - - - - - - - - - - - - - - - - - - - - - _ I BACK SIDEWALL SHEETING 8c TRIM: FRAME LINE D PANELS: 26 Go. Al - ANTIQUE BRONZE ATE ILETTERI R '°. MONS DRAWN BYI DATE ICHECKED ElYl DATE I APPROVED BY D/ REXBURG SANDPIT REXBURG, SCALE : NONE SIDEWALL FRAMING DRAWN BY G. DUYSEN DATE 9/10/01 CHECKED BY RON HENRY DATE 9/10/01 APPROVED BY J. CROSLEY DATE 9/11/01 ,TE IREVIEWED BY DATE I REVIEWED BY RGLAND AUGSPURGER I DATE 9/12/01 REXBURG SANDPIT REXBURG, IDAHO SIDEWALL FRAMING BEHLEN MFG. CO. J.f'COLUMBUS, NEBRASK JOB NO. M1703 sHT. 9 of 11 EAVE STRUT %VE STRUT RIGID FRAME COLUMN II LOW SIDE DETAIL: EAVE STRUT TO COLUMN rSW2 EAVE STRUT RAKE A AG2 (1" GIRT PROJECTION) EAVE STRUT LOWER CONNECTION CLIP LOW SIDE 15 4 BOLTS PER EAVE STRUT ENDWALL RAFTER UPPER CONNECTION CLIP CORNER COLUMN (SHAPE VARIES) DETAIL: EAVE STRUT TO ENDWALL RAFTER ES025 PURL r, FIELD) LIVV TTI'lLL 1\1"11 IL1 DETAIL: PURLIN TO ENDWALL RATTER & FLANGE BRACE PLACEMENT P018 AKE ANGLE AG2 DETAIL: RAKE ANGLE TO EAVE STRUT P 021 3 RAKE ANGLE AG2 PURLIN PUR DETAIL: RAKE ANGLE C RIDGE P024 FASTENER SCHEDULE LAP LOWER CONNECTIO ENDWALL RAFTER PER CONNECTION CLIP WALL COLUMN APE VARIES) DETAIL: ENDWALL COLUMN TO ENDWALL RAFTER E003 FLANGE THK 1/2 - FLANGE /2"FLANGE THK = 5/8" BRACE LOCATION SEE NOTE 5 I PURLIN LAP BRACE LOCATION SEE NOTE 5 PURLIN LAP `1 7 ti z 7 FLANGE BRACE po00 (END BENT IN FIELD) OO ONLY ONE SIDE MAY BE REQ'D SEE RIGID FRAME ELEVATION NOTE: PURLIN LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARILY BE THE SAME ON EACH SIDE OF THE FRAME /O0 O FLANGE BRACE (END DEFT IH REL -Dl) 1all 11=1 RIGID FRAME RAFTER DETAIL: PURLIN LAP & FLANGE BRACE PLACEMENT P001 'w, RAKE ANGLE AG2 DETAIL: RAKE ANGLE TO PURLIN P023 WITH RAKE ANGLE LAP LOC. IPART NUMBER SCALE NONE DESCRIPTION LOC. PART NUMBERI DATE 9 1 9/10/01 DESCRIPTION DATE 9/10/01 ABBREVIATIONS 1 9/11/01 AS NOTED ON RIGID FRAME ELEVATION 11 3188125 BOL" -7/4 X 2 1/2 HVHX A325T UNPL & NUT (2688102) HD SD ST SS PT WW NW HVHX PLTD HWH FL -TP = HEAD = SELF DRILLING = SELF TAPPING = STAINLESS STEEL - POINT = NTH WASHER = �OAWASHER = HEAVY HEX UNPLATED = PLATED = HEX WASHER HEAD = FLAT TOP 2 3228100 SCREW 1/4 X 7/8 FL -TP SD WW E2 3228100 SCF -E-4 1/4 X 7/8 FL -TP SD WW FOR ADP1 ROOF 3 322808 SCREW 12 X 1 HWH SD NW �_,. 3228103 SC. -A 1 4 X 7 8 LG -LF SD WW FOR SSR 4 3228101 SCREW 12 X 1 1/4 FL -TP SD WW (0 �J 3228101 SCPE'�" 12 X 1 1 4 FL -TP SD Wl," FOR ADP1 ROOF 5 3228105 SCREW 1/4 X 1 1/4 LG -LF SD WW ,- 3228104 SC�': 12 X 1 1Z4 LG -LF SD WW FOR SSR 6 322809 SCREW 8 X 1/2 HWH SD NW 14 322808 SCREE 12 X 1 1 4 HWH SD 5 PT NW 7 3188185 BOLT 1/2 X 1 1/4 HEX A307 UNPL & NUT 2688126 15 3188223 BOL' 1/2 X 11Z2 2 HVHX A325T UNPL & NUT 2688137 8 3188186 BOLT 1Z2 X 1 3Z4 HEX A307 UNPL & NUT 2688126 16 3208170 BOLT 1 2 X 1 FLT RD HD A307 PLTD & NUT(2688007)UNPL 9 3188130 BOLT 5/8 X 2 1Z4 HVHX A325T UNPL & NUT 2688101 17 32281021 SCREW 12 X 2 FL -TP SD WW UT 10 3188121 BOLT 3/4 X 1 1/2 HVHX A325T UNPL & N (2688102) 18 322809 SCREW 14 X 6 HWH ST 304SS NW 1._5., 1" GIRT PROJECTION) RAKE ANGLE AG2 BRACE LOCATION i SEE NOTE 5 n8FLANGE FLANGE THKS 1/2" THK = 5/8" 0 FLANGE BRACE (END BENT IN FIELD) RIGID FRAME RAFTER DETAIL: PURLIN TO RIGID FRAME RAFTER AT END & FLANGE BRACE PLACEMENT P006 PURLIN RAKE AG2 ENDWALL COLUMN (B0850413) CONNECTION CLIP CP96 RIGID FRAME RAFTER - OR ENDWALL RAFTER 0 @ LINE 1 PURLIN HARDENED WASHER 0 DETAIL: PURLIN TO RIGID FRAME RAFTER OR ENDWALL RAFTER W/ HARDENED WASHER NOTES: 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 2. FOR FLANGE BRACE LOCATIONS - SEE FRAME CROSS SECTION LAP HOLE LOCATION (9, V--8, 2'-5 OR 3'—s) IS A REVISED AND ADDED DETAILS AND ROOF FRAMING PLANS. TO BE USED. FETTER REVISIONS 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. 6. ATTACH FLANGE BRACE TO HOLE IN GIRT WHICH BEST FITS THE FLANGE BRACE LENGTH SUPPLIED FOR THE LOCATION. 7. REPLACE STANDARD BOLT 0 WITH SPECIAL BOLT 5 WHEN INDICATED ON ROOF FRAMING PLAN. SCALE NONE 9/21 /011 J R G PRAWN BY G. DUYSEN DATE 9 1 9/10/01 CHECKED BY RON HENRY DATE 9/10/01 APPROVED BY J. CROSLEY DATE 9/11/01 REVIEWED BY ROLAND AUGSPURGER DATE 9/12/01 CHANNEL GED 9/21 /01 KW 9/21 /011 J R G 4/el/o/ AOfi4 I qb,71117 AWN BY DATE ICHECKED BY DATE JAPPROVED BYJ D A�EUEV DBY DATE REXBURG SANDPIT BEHLEN MFG, CO. REXBURG, IDAHO COLUMBUS, NEBRASKA ERECTION DETAILS JOB No. SHT. OF M1703 i0 11