The URL can be used to link to this page

Home My WebLink About043-88 Shennandoah Gas Storage Building - Gainesboro - Approved - Backfile (2)20 r--�©t —�`y n ,I 3 U a u-71 X, OHS T "�c•►'x'� -'I _ Flo i Fr4b1%4- n 3 doaA Ga,, CAD__- -Vo "X_ya'x iil- by L & L BUILDERS INC. STONEWALL INDUSTRIAL PARK 1550 LENOIR DRIVE WINCHESTER, VA 22601 PHONE (703) 662-5030 .1NL 3 doaA Ga,, CAD__- -Vo "X_ya'x iil- by L & L BUILDERS INC. STONEWALL INDUSTRIAL PARK 1550 LENOIR DRIVE WINCHESTER, VA 22601 PHONE (703) 662-5030 .1NL � d FOUNDATION DETAILS - MONOLITHIC SLAB ,DWALL POST ANCHOR BOLTS ARE ALWAYS 1 3/4" LEFT BUILDING CENTERLINE WHEN VIEWED FROM OUTSIDE. ' a a ADD OR SUBTRACT BAYS FOR TOTAL BUILDING LENG-H 20L0", 25'-0° OR 30'-0" BAY 20-0, 25*-0" OR 30'-0" BAY S-0" SPACES * DETAIL B DETAIL A D (TAIL E ` D o 0 n .I m 0 n O y 0 \I a 0 N ..DETAIL G W i y r DETAIL C W y m r 1D 1D I i I N P ?IGID FRAME ENDWALL 21.0. D D 6 % 6 10/10 WIRE MESH - LAPPED 6" 1 1/2'' COVERAGE - STRIP 6'-0" WIDE _ COMPLETE PERIMETER OF BUILDING I-1-1 I�I4I-1 L1- 1 `o -I—I--I P ml BEAM AND POST ENDWALL RIGID FRAME 3" 3" 1 _ F a 'a --- `------- Il III \\ 5 BAR 10'-0" LONG IjI F \�( ENTERED UNDER COLUMN P L A N V I E W 's RIGID FRAME 33" 11/2° 11/2" -- -� Fr p6 BAR 10'•0" CENTERED UNOE' ti o �I q6 BAR 10'-0" LONG '* _ -_ ; / o-��\----'--' li I CENT EREO UNDER POST q5 HAIRPIN BAR 12'-0" // \� LONG BEFORE BENDING it I-�--�F \\ It$ HAIRPIN BAR 12-0" II i LONG BEFORE BENDING--�,,q \\\\\ G/ \J 3-2" DETAIL A 3 3� I n I I � N6 BAR 10'-0" LONG CENTERED UNDER POST I D E T A I L B dn' W IDF R 11 1I_ DIN G DETAIL C a N6 BAR ? 2 CONTINUOUS 1 -a f,o,-O,, RE MESH ONAL N6 BAR LONG CENTERED UNDER ENDWALL AND DOOR POST I - O" SECTION D—D F 0 U ND AT ION DET AILS CURTAIN WALL _ENDWALL POST ANCHOR BOLTS ARE A_LWA`YSI —3/4" _LEF T-1 ADD OR SUBTRACT BAYS FOR TOTAL BUILDING LENGTH OF BUILDING CENTERLINE WHEN VIEWED FROM OUTSIDE tS 12,- o" 20'-O"L_25'_O" OR 30'-0" BAY 20'-0", 25'-0" OR 30'-0" SAY 2 0'- 2 .- 0 2 ..61, 5'-0" SPACES D DETAIL E -DETAIL A c c O DETAIL 8 : 0 3 4.11"rDETAIL H TAIL H z zi nl C + c ID RIGID FRAME ENDWALL BEAM AND POST ENDWALL RIGID FRAME L1,12 —le F #6 BAR 1 0' _O" LONG CENTERED UNDER COLUMN CROSS TIE BAR F DETAIL A f yea #6 BAR 1 0' -0" LONG CENTERED UNDER POST DETAI L B 4 0' WIDE BUILDING III D #6 CROSS TIE BAR CONTINUOUS III COLUMN TO Co LUMN INSTALL II "T IN A x 6" CONCRETE WRAP (TYPICAL) 6 �ll III I III Ill GRADE III III Ill III * CONCRETE WRAPIll #6 CROSS TIE BAR Ill II III III I -4- -4- P L A N V I E W #6 BAR CONTINUOUS T.-T #6 CROSS TIE BAR RIGID FRAME ENOWALLEZ 'AD?ITIONAL #6 BARAI0 0" LONG CENTERED RED UNDER ENDW!,.LL AND DOOR POST SECTION C -C SECTION D-D RIGID FRAME #6 BAR 10'-0" L ENTERED UNDER iF --- 4� II I +6 CROSS' TIE BAR F DETAIL E ONTINUOUS #6B10'-0" LONG, CENTERED ENTERED II UNDER POST. rame ENDWALL STRUCTURAL DETAILS LIVE LOAD 12, 20, 25, 30, 40 and 50 PSF SIDEWALL STRUCTURAL LINE 8" I H I 0 N I 9" OR 12" LJ 9-112"' 3-112" OR 5" ENDWALL STRUCTURAL LINE WIDESPAN STRUCTURAL SYSTEM DOUBLE POSTS MAY BE REQUIRED REFER TO FOUNDATION REFERENCE MANUAL r� rn-- ' I (V I m 1 LJI-- Tr-}-- 3-112" 5" CORNER DETAIL ENDWALL POST DETAIL CORNER POST IS ALWAYS REQUIRED 12', 14', 16' and 20' ON INTERMEDIATE FRAME ENDWALL EAVE HEIGHTS 20 20 -25 40' 25' - ENDWALL POST DETAIL 24' EAVE HEIGHTS 20' 20 -- 20' 60' ---- — — I -- 25 -�--- 20 25' - 2Q - .l 20_ ._ 20 1 20 ...__25 ..... _�_ 20' -1- 20' 25' 90, I 25 ---1— �5 25100, —� 20' I 20' 20' 1 20 f 12 LRF II ENDWALL STRUCTURAL DETAILS BUTLER Form No. 3259W-3-83 Butler Manufamunnq Co. Butler Building Products are constantly moing rnprovec; thowfore, the nformatlon con Prime,! m U. S. A lamod herein is subject io change wilhout rmiice_ Before finali/.mq project details, con- 1983 Tact your nearest Butler Builder' or Bu!Inr MonulnCturinq Company for 1Ilmt Information_ ��— WIDESPAN STRUCTURAL SYSTEM ow igid ramp CROSS SECTION DIMENSIONS FRAME USAGE LIVE LOAD BAY LENGTH 30' 25' 20' 25 PSF YES YES YES 30 PSF NO YES YES SPACES @ 5'-0-1/16 � 3'-10-7/8" 12 1/2 line--1 IN Line r NOTE: Number of purlins and girts vary with building size and loading. Refer to "GIRT AND PURLIN LOCA-LION CHART — TYPE LRF II STRUC- TURAL SYSTEM". WIDTH Nominal width is "W" dimension or combi- EAVE HEIGHTS Nominal 12', 14', 16', 20' and 24' for nation of these dimensions. widths as shown. Simple span purlins: 20' and 25' Minimum of 3 bays with continuous span BAY LENGTHS LENGTH purlins. Unlimited in multiples or combi- Continuous span purlins: 20', 25' and 30' nations of bays. DIMENSIONS NOMINAL SIZE W H A B C D E F G K K1 L 4012 40'-0" 1V-9-1/2" 37'-4" 34' 8" 8" 20'-0.7/32" T-5.1/16" 10'.6" V-4" 5-1/4" 6" 2' 8" 4014 40'-0" 13'-9-1/2" 37'-4" 34'8" 8" 20'-0-7/32" 1V-5-1/8" 12'-6" 1'4" 5-1/4" 6-7/16" 2'-8" 4016, 40'-0" 15'-9-1/2" 37'-4" 34'-8" 8" 20'-0-7/32" 13'-5-1/8" 14'-6" V-4" 5-1/4" 7" T-8"' 5012 50'-0" 1V-9-1/2" 47'-4" 44'-0" 8" 25'-0-1/4" 9'-1-3/16" 10'-0-1/2" 2'-0" 6" 6" 3'-0" 5014 50'-0" 13'-9-1/2" 47'-4" 44%0" "8" 25'-0-1/4" 11%1-3/16" 12'-0-1/2" 2'.0" 6" 7" 3'-0": 5016 50'-0" 15'-9-1/2" 47'-4" 44'-0" 8" 25'-0-1/4" IT-1-3/16" 14'-0-1/2" T-0" 6" 7-5/8" T-0" 5020 50'-0" 19'-9-1/2"., 47'-4" 44'-0"; -8" 25'-0-1/4" 17'-1-3/16'' 18'-0-1/2" T-O." 6", 5-1/4" 7", 8,3/8" 3'-0" 6012 60'.0" 1 V-9-1/2" 57'-4" 53'-4" 8" 30'-0-5/16" 8'-9-13/32" 9'-11,, 2'-4" 6", 6-7/16"1 6.7/16" 3'-4 6014 60' 0" 13'-9-1/2" 57' 4" 53'-4" 8" 30'-0-5/16" 10'-9-13/32" 11' 11" 2' 4" 6" 6-716" 7" 3' 4" 6016 60'-0" 15'-9-1/2" 57'-4" 53'-4" 8" 30'-0-5/16" 12'-9-13/32" 13'-11" 2'-4" 6", 6.7/16" 7" 3'-4" 6020 60'-0" 19'-9-1 /2" 57 4" 53'-4" 8" 30'-0-5/ 16" 16'-9.13/32" 17'.11 " T-4•' 6" 6-7/16" 7-5/8", 9" 3'-," BUTLER CROSS SECTION DIMENSIONS LRF II Butler Manufacturing Company Fenn No. 3257-4-83 Printed in U. S. A. Butler Building Products are constantly being improved; therefore, the information cn 1983 rained herein is subject to chane without notice. Before finalizing project details. coon- , tact your nearest Butler Builder' 'or Butler Manufacturing Company for latest information. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.