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HomeMy WebLinkAboutPlans• w CO W N 1--k ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION. PROVIDE APPROVAL REPORT AT FRAME INSPECTION. ALL HIGH STRENGTH BOLTING AND FIELD WELDING REQUIRES SPECIAL INSPECTOR. EXCAVATION OBSERVATION REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSF. ALL WORK SHALL COMPLY WITH STATE AND FEDERAL REGULATIONS. D D r r O 0 70 z V)1 D D r r C r r -< ft, N - 2 2 7JN r2 -r 0 _ W O m m fD l0 c r O 0 (1 = n z 0O fD W Ql S __ z D CU Qo O a) O 0 o�W3 Z • i m C (l C 0 n rmn c C Z m � T Z cn 0 C n_ In � m -I 70 E z v, Z9EZ-Zt-Z-O318 l J 0 z 0 0 z 0 -n - 10 mm N i 3 1 rici t 1 d .. F: Q i; '% 1 Q 7) A5,,,e4-1e-A8 0 cA 4-oFvll9od m Clough Sheep Company, LLC BLCD-2-I2-2362 22539 Hwy 6 6 24 ii Rifle Foundation / Metal Building (Shop) Off'/CE Copy I 0 O 70 rn 0 z oz OTHER DESIGN CONSIDERATIONS: U) z 0 0 0 i FRAMED OPENINGS CORNER TRIM DOWNSPOUTS GUTTER TRIM EAVE TRIM GABLE / RAKE I DESCRIPTION ••1 trltw v) n O NEED COLOR hl LF/ELD LOCATED 4o4o THERMAL SL/DER WINDOW FIELD LOCATED 3o7o (1/2 GLASS) SF WALKDOOR KIT DESCRIPTION: :S2lOJ3YJ 3ONV12JOdWl C) D z m C) D n SGNf10d aNVSf10H1 (31BVOI1ddv Al) OdNI 3NV2d3 3300 OINISI3S :IVO NDIS30 DIWSOS :O33dS ONIM OISVR 0 :dX3' HdW :0V01 MONS 3002! v In m X 0 O �l r- 01 m O D 0 ASd 00'0( OTHER (SPECIFY) FRAMED OPENINGS CORNER TRIM DOWNSPOUTS GUTTER TRIM EAVE TRIM GABLE / RAKE I DESCRIPTION f' BUILDING TRIM COLOR SCHEDULE NEED COLOR hl r1 N1 o NEED COLOR COLOR 94 0 4x :0V01 1V2J31V1103 v in :0V01 OV30 d002J 3.000 PSF (ROOF PANELS, PURLINS, MI= C O Z7 O mz PI zD 0 0 z7 m -I ( n S � m 0 0 -n m TJ K 0 Z > o o PI m 1m -I r Zo 71 0 0 S -1 z m m N D -I > c z m o1 III _ N C) Z m O N z C) S m ✓ O D CD 0 0 U) z O O P1 m 0 D z 0 444 :NOI1V001 ONIG1If1B c c 0 r -I oI Z C) 0 ml Z N 0 z Cn D m Z Z 0 z0 F 13 m m m r 0 z 4' BU/LD/NG LOADS / DESCR/PT/ON.• FACIA BACK PANEL FACIA FRONT PANEL PARTITION PANEL LINER PANEL SOFFIT PANEL WALL PANEL ROOF PANEL DESCRIPTION BU/LD/NG PANEL & COLOR SCHEDULE to Vt 0 0 to TYPE C NEED COLOR NEED COLOR COLOR C) o ttl C) • IM 0 X- -4x) m0 K O m Z r M- O D z X/ O m C) v0 D13 O T -- Mm o� -c -4z Mr - DW rD(m o-1 r S OM 0 O O NO/Id/61,25_70 AO SNO/S/A 3a/ 1 •5310N 73N*/ zr(zmo M▪ rqw 11K ,rmmop WOA�°v1 mNMm ori Z m ZX * N O C m▪ o O mm mm D Nm 4412. 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P.I. 1 1/2" 10' - 0" .1110. 20'-3" OUT -TO -OUT OF CONCRETE PROJECT: WILLIAMS — RULISON LOCATION RULISON, CO NOTES: 1. REFER TO SHEET A2 (& A3 /F ROD) FOR REACTIONS & DETAILS. 2. DIMENSIONS AT OPENINGS ARE TO FACE OF JAMBS. SEE DETAILS. J. ANCHOR BOLTS TO BE SET TO t 1/8" IN LOCATION & ELEVATION n A IM P 00 By Richard T Smith at 5:09 pm, Jan 03, 2012 REFER TO DWG: E2 FOR MONORAIL CRANE BEAM INFORMATION REFER TO DWG: E2 FOR MONORAIL CRANE BEAM INFORMATION :NQIl`d/ TO 3WVHi 3Wd�3 OIQIi Fri D z 3N11 3IW1i 14'-0" 4'-0" 4'-0" 4'-0" Co CO 4'-0" 4'-0" 4'-0" 2'-0" 1 4'-0" 14'-0" 4'-0" 4'- 4'-0" 2'-0" 20'-0" OUT -TO -OUT OF STEEL 20'-0" OUT -TO -OUT OF STEEL tightened according to the of the Nut Method" as in the Specification for Structural Joints using 1325 or 2. Flange Brace holes in girts at sidewoll (if req d) must located os rep?. See detail sheets for more information. A n) RF1-1 C) N N N RF1-1 RF1-3 I SP-1� SP 1a- \ I /:/// DJ -1 G U_ I \ I ; J . CO 4'-0" 4'-0" 4'-0" 2'-0" 1 4'-0" 14'-0" 4'-0" 4'- 4'-0" 2'-0" 20'-0" OUT -TO -OUT OF STEEL and described A490 Bolts. be field tightened according to the of the Nut Method" as in the Specification for Structural Joints using 1325 or 2. Flange Brace holes in girts at sidewoll (if req d) must located os rep?. See detail sheets for more information. A n) RF1-1 C) N SP -1 C) I N ❑� l�Jl � J 7 — - ? I— CO ti U O ; L DJ -1 z 0 10'-0" BA -200 n�2 O (1,3 DJ -1 G U_ I \ I ; I N RF1-3 0 C) I N SP -1, 4'-0" 4'-0" 4'-0" 14'-0" N N C) II D In ono m 0 O 5A 5- O O CO W N N U) N W C.J N N N CO 0 CD C) 0� r (D 1n 0301 ? N 0 S n F r CD L0 310b1 1100 31b'ld 3011dS DZI W N 0 F N NJ NJ A CO A V '0 V lD to 3 Co CO N N m CO 0 0 0 0 0 0 pp co N N co co 0 CO 0 0 0 CO 0 d 0' 0 0 S pp 0 0 0 0 N NJ molgmom F Wco10—'CDw I I '� rn r 10 CD 0 - CD rn XX XXX I \ N m 1 rn a > a AlAVI NRRMI rn n m C) rn PURCHASER' T. P.I. PROJECTW/LLIAMS - RULISON LOCATION.RULISON, CO NOTES.' I. Structural joints with A.S.ZM. A325 Bolts shall be assembled "Turn and described A490 Bolts. be field tightened according to the of the Nut Method" as in the Specification for Structural Joints using 1325 or 2. Flange Brace holes in girts at sidewoll (if req d) must located os rep?. See detail sheets for more information. A A 00 tO a. cncn 5 G O N rn ivy C) N L 0 OZ/ 0) C) 14'-0" 4'-0" 4'-0" 4'-0" m 4'-0" 12'-5 3/8" Clearance +/- Clearance +/- oma »s gomrmg zmN�\oo�o�n-- ci�D�o 0 ao �a=: �:jr, �W N x. n C Z D N= X NO C') I p " �ZD 12'-5 3/8" '� Clearance +/- 4'-0" 2'-0" 14'-0" n C) 0 :0 C) ti D N RCHASER: T.P.I. PRo✓ECT. WILLIAMS - RULISON LOCATION. RULISON, CO NOTES: I. Structural joints with ASTM A325 Bolts shall be assembled and tightened according to the Tum of the Nut Method" as described in the Specification for Structural Joints using AJ25 or A490 Bolts. 2 Flange Brace ho/es in girts at sidewall (f req d) must be field located os reg'd See detail sheets for more information. A A N N I NJ 0 a as 0 O WW N N Cr, CP C.a CN as N N N 0 Cl CO 0 0 CD O O r CD 0) O) C)-. a N CI) cD w NJ o 0 0 n' r m Kin 318V1 1108 ?d 31Vld 3011d5 M 03 M w N 0 N N N A O A V LD V re 0 CO CO N N O6 m 0 0 noon co co N N OD CO 0 0 0 0 0 0 CD Q d � 0 0 0 9 0 0 N N OD CO CO CP CO m0mmOCO CC -L tD w I I m O) r CD CD CD Q 0 Co Cn CO Cr, Co } } } co tD 0 w _ , . �. N mJ m _ \ _ D 0 17fl�1_ K1RN11YV 4 BACK SIDEWALL FRAMING ELEVATION © FRAME LINE D m a By Richard T Smith at 5:09 pm, Jan 03, 2012 14'-0" 14'-0" rn rn —1 8 3'-0" J WJ-2 6 WF -1 FRONT SIDEWALL FRAMING ELEVATION © FRAME LINE B 21 a H� LI 0 0 V \ \ \ \ Im D N N ® /, / / / \ \ / \ / — .\./_ / \ / \ / / b a / / / / / \ \ \ \ \ \ \ / I./ \ u/e _ I El I 1 1331S JO lno-of-ino ,o-,oi, -r1a -n D C m I Z r cc z r m r* cri fl I N L 5 Aw-o�0 m c�T [Nnm m CC C) C C) Sit C)AZr I D my N I I to N~ DZ � 'E Ph \\ C) Ll) tea= O CO -P. C O w W w m -C D PURCHASER'.• T.P.I. PRa✓Ecr. WILLIAMS — RULISON LOCATIONRULISON, CO NOTES.' 1. FOR INDIVIDUAL TRAMING DETAILS REFER TO DETAIL DR4W/NG SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J. FIELD SLOT FLUSH MOUNT GIRTS FOR CABLE BRACING AS REOD A A 0 0 4a 23M n C ar ti T v 0 Fri NV1d ONIWdd.d JOOd 0 m 0 m 11710 ti mg v m I -o z O G7 SA -12 SA- 12 SA -12 SA 12 10'-7" (14) I I I 10'-7" (14) \ \ / / \ \ \ \� \ T / t;0-)\ /ti / / \ \ / / / /\ \ N // / / / \ \ \ / / \ \ / / / \ \ 1 T .�..i / ► RF1-2 / I c2 4F1-2 RF1-2 i i RR -1 I ---..i iRB-1 W14x30 RUNWAY1 BEAM \W14x30 RUNWAYI BEAM I n / / \ \ / / //'''' /'' / '-� .:..i \� \ \ \ / \ \ Do D N 0 0 xi N mr N v v I SA -12 SA 12 10'-7" (14) I I I 10'-7" (14) PURCHASER. T.P.I. PROJECT.WILLIAMS — RULISON LOCATION.RULISON, CO O 0 0 O -n t r NOTES." 1. FOR INDIVIDUAL FRAMING DETAILS REFER TO DETAIL DRAWING SHEETS 2. FOR CABLE BRACING DETAILS REFER TO DETAIL DRAWING SHEETS. J. FIELD SLOT FLUSH MOUNT GIRLS FOR CABLE BRACING AS REOD 0 A 00 WO CD ru ONIE3HS -1-1VM301S >IDVB 14'—O" (14) WJF-1 WJF-1 WJF-1 = WJF-1 N0100 033N - a -O' '00 9Z :S13NVd FRONT SIDEWALL SHEETING ELEVATION © FRAME LINE B 14'—D" (14) WJF-1 WJF-1 o IN k ii .4 , .,, 0 k. Nt. 43 ek ti 1 ‘it j 1 1D %• 14 1 Z 1 1•1 t 0 • N —G CC) 01 Q) O n C) C) m v C) ti D NET,' PURCHASER: T.P.I. p/ PROJECT WILLIAMS - RUL I SON ocaTioN RULISON, CO NOTES.. 1. FOR INDIVIDUAL SHEETING & TRIM DETAILS REFER TO DETAIL SHEETS 2. PANEL START DIMENSION lS CENTER OF FIRST HI—RID TO STEEL LINE. 3 IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & LOCATIONS REFER TO THE DETAIL SHEETS. 0 A 0 N m cr p W C)zCan c CO rn COCO CD 00 80100 033N — 8-0388 'D0 9Z :S13Ndd ENDWALL SHEETING ELEVATION @ FRAME LINE 1 11VMGN3 1HO12:1 CD m m —I c) m D �3N1131^1Vel3@ CF -1 � I CF -1 CF -1 14'-11" 15'-11" WJF-1, CW -1 6'-9" 7'-1" b ti 4- N'JF-1. CW -1 6'-9" 15'-11" 14'-11" / / / CF -1 / / 4- c) 4- D G7 1-71 O) O 01 w tio D rl PURCHASER: % P / PROJECTWILLIAMS - RULISON l ocarioN RULISON, CO NOTES.' I. FOR INDIVIDUAL SH£ETLNC & TRIM DETAILS REFER TO DETAIL SHEETS 2 PANEL START DIMENSION IS CENTER OF FIRST H/ -RIB TO STEEL LINE. S IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & COCA/IONS REFER TO THE DETAIL SHEETS. A A O N moi CD W CO Z Cr' CD Q, c z N m OLD CD CO�� 00 14'-11" I 15'-11" \\ 16'-11" \ 17-3" 15'-11" / / I I 15'-11" / / / / I 14'-11" / � I CF -1 CF -1 14'-11" 15'-11" WJF-1, CW -1 6'-9" 7'-1" b ti 4- N'JF-1. CW -1 6'-9" 15'-11" 14'-11" / / / CF -1 / / 4- c) 4- D G7 1-71 O) O 01 w tio D rl PURCHASER: % P / PROJECTWILLIAMS - RULISON l ocarioN RULISON, CO NOTES.' I. FOR INDIVIDUAL SH£ETLNC & TRIM DETAILS REFER TO DETAIL SHEETS 2 PANEL START DIMENSION IS CENTER OF FIRST H/ -RIB TO STEEL LINE. S IF NO PANEL START DIMENSION SHOWN THEN START AT STEEL LINE 4. FOR FASTENER SIZES & COCA/IONS REFER TO THE DETAIL SHEETS. A A O N moi CD W CO Z Cr' CD Q, c z N m OLD CD CO�� 00 • 7 rr, o c-7 co D rT1 -'1 r' o c -P Co D D o Q^c n O CD R 1!1 to n -o X)-ao o-1-:=:- .,R 71 Nn m� (�0_ --*1S m! in. _2,'3 n ?I - (o -o Mn o S c c" 3 0 43 o p_ n m • n D c e7-► N r")" "O 7 o--, 7 CL `D C co 0 3 o ON yoNO Oo C 0 I f X'S O O �WO 3 O (=i _ lD N Q. no .. 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MOUNTAIN VIEW ENGINEERING, INC. Structural Engineering Consulting Design 345 North Yon Street Sidle A. Brighom Gly. Uloh 84302 (435) 734-9700 Fox (435) 734-9519 4 • zc 0 • ,a39Y1nN 133HS PLAN ISSUE DATES ,L DA FE: BY: DESCRIPTION: 1-31-12 E.C. FOR PERMIT 0 L L 6. •• SHEET TIRE: FOUNDATION PLAN JOB NAME: WILLIAMS - RULISON LOCATION: RULISON, COLORADO CONTRACTOR: T.P.I. • SMOUNTAIN VIEW ENGINEERING, INC. Structural Engineering Consulting Design 3-45 Nath Maio 51,441 Suite A. Brigham City, Utah 81302 (135) 731-9700 Foe (135) 734-9519 • • • ze N O 01 A • • 213811f1N 133HS PLAN ISSUE DATES N DATE: 3" DESCRIPTION: a 4, m SCO D vZ N43- --IOU ® C7Z >A Nm oo Fi, 1-31-12 E.C. CLR. I / o o m . • ®� °° °° —V — 6. \ Z. \ � i I ? I I c-'= \ 1,f,..). 4'• X I N O 2'-2" L_ r= .—r- a I I I \ l- r� co 12_ A11 D w O Z C)11=11 CD rri�, I I 11=111.. 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MOUNTAIN VIEW ENGINEERING, INC. Structural Engineering Consulting Design 345 North wan Street Suite A. Brigham City. Utoh 84302 (435) 734-9700 Foe (435) 734-9519 •