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HomeMy WebLinkAboutAnchor Bolt PlanEW EW F; o in 2 E�/ A391 A54A537 k:�� i E�/ A549 o- I I I I I I I I I I b o- -o A&% A391 j ID A391 0 ITT, M54 .07 0 0 0 0 0 0�9iy 0 o � I I I I I I I m I I I I I I I I I I �. � r. � ST. LUCIE CO�NTY BUILDING IVISION REVIEWED F1DR CO L11ANN C P 0", REVIEWED BY Sj� DATE JOB UNIT 1 ANCHOR BOLT PLAN ST B KEPT ON PERMIT PLANS PE . T Z :� W `y b =? OR NO INSPECTION WILL BE MAD E- cz. John Err, st _nuinb STANDARD NOTES: R0. Box 1529 AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE ABDO 14 CA U,aurur T 1 0 N ABOOIS FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT Linb SQUARE, LEVEL, AND SMOOTH. FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED g, NC 28353 ' AL FORCE A80009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT RIGDTZ FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING BY FOUNDATION DESIGN ENGINEER. AT HE BASE OF THE COLUMN.IN SOME CASES THE HORIZONT HAND SET ANCHOR BOLTS. IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A ABOD16 REFER TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF Fla. PE # 2771 7 CONVENTIONAL STRUCTURE WILL: NOT BE SATISFACTORY. FAJLURE TO FOUNDATION DETAILS. ABDOIO ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASTM TYPE A307. MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN ABDO13 USE REINFORCING STEEL AS REQUIRED. PROVIDE FOR HORIZONTAL LOAD FOUNDATION FAILURE. ABOO17 THE SOLID BLACK <> SYMBOL DESIGNATES A BRACED BAY OR SECTION. ON ANCHOR BOLTS. .7-1-OZ0070 118,101 mrEN REVISION NO. I REVISION NO; 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE- DRW: AALINAGHIA G: DATE' DAM' 395X224X24 MRF SPECIFIC CHK: DATE: 01/05/01 DAVIS,EV. DRAWN fff- DRAWN at: BUTLER MANUFACTURING BUILDER: RICHARD K CONST COLDAIR 20# LL + O#CLL ANCHOR BOLT DRAWING NUMBER: COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 DRAWING CHEC KED Be.' CHECKED BY: GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM D 00-068961 —01 00 1 9- s 0 N 1 O � o c c REVISION NO. 1 DAIS W DRAWN 9i: W CHECIQD BA � N 7 Q Ew Q Q Q Q Q Q u - S EN U R � I I I I I I I I I II n N AS{R I I I I I I I A554 I I I I I I • I. I I I O N 115411 I I I I I I I I AS.% I I I I I I I I I I m I I I I I I I I N I I I I I I I I I � 1•,i/ , A554 � Y - D�1p1`I � 9� STY Bt�D�cE a�'I D10.m CO C 0, : . UNIT 1 ANCHOR BOLT PLAN ST•DFOR c7 SOB p\' RE��D BY � T B ICEY E• N DATE PE•�gT LBEr� 'Ir� p S pEC O1Z ,S�hrl ��� ::', � 00% �S p0. B3r I-: 29 Fla. FIE >' 27717 az. f i REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORW: AALINAGHIA I ENG.- Q 395X224X24 MRF SPECIFIC CHK: DATE: 01/05/01 km W. BUTLER MANUFACTURING DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL ANCHOR BOLT DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 DRAWING Ec1an �` GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM ❑ 00-0689 1-01 A 00 Q M Q Q Q m i Q Q Q r El >� =W o I I I I I I I I I I o I• • I I I I I I I I I O I I I I I I I I V A549 I I I I I I I I I ] I i xm% II I I I I I I I I I I I I I I I I A549 A&% II I I I I I I I I I wsas I ises I wsea I �sas I sea I wsea I Alas I wsas D>rvG D�Sip\ ST. I UCTE COUN C� CE j UNIT 1 ANCHOR BOLT PLAN RE�'DFOIt 9xv,= BYpT ON JOB PLANS AND FYI BE TION wII'I' BE D'�E. ORNO �ISYEC I _ o I I 9 ' in John est Lamib P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 ��Q Q BUTLER MANUFACTURING COMPANY GENERAL OFFICES-KANSAS CITY. MISSOURI PRODUCT OF THE � ® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AALINAGHIA ENG: wV_ DAB DAVIS, RICHARD K CONST COLDAIR FT. PIERCE, FL 395X224X24 MRF 20# LL + 0#CLL 110 MPH SBC 97 SPECIFIC ANCHOR BOLT DRAWING CHK: DATE: 01/OS/01 DRAW &* DaAwn B''' DRAWING NUMBER: D 00-068961 —01 B REV. 00 cx[c�n ar OccKO ff" SIDEWALL COLUMN BASE SEE APPROPRIATE DETAIL 6' 8' I I I I c-- / t FRAME DETAIL A351 SIDEWALL COLUMN BASE SEE APPROPRIATE DETAIL 1' DVL R BOL ANCHOR ED BOLTS 2' I / CfEp�2' PROJECT n a 7 I I I 4, B' I FRAME FT) DETAIL A352 BRACE ROD CUP (RIGHT) I � io � t/z' z 1/2' n o U) I SAME DETAIL A504 iSIDEWALL COLUMN 11 I �I a 10' MAX 3/4' DIAL —— I IPRCHO N DWALL c\ 1 I a 10 Z 72-2- N CORNER COL DETAIL A536 CORNER COLUMN 10' MAX I ANCHOR_ r3/4' DIA 3/4' D0. —� a i7 i7 -Ell 1 3/4' LR WIDTH %• DOOR WIDTH 1 3/4' DETAIL A391 9' DOOR POST (LEFT) DETAIL A392 9' DOOR POST (RIGHT) 10• MAX 10• MAX DWALL 3/4' DIA. .} ENDWALL nANNCHOR BOLTS PROJECTED 2' — — N �� ANCHOR '0 S PROJECTED 2' I I m J � �I z• z•H YR.- - I "Z --- CORNER COL CORNER COL DETAIL A537 CORNER COLUMN DETAIL A542 CORNER COLUMN 1' DIA C BOLTS 4' 44' / o U O01 YrEl i 3 m 4• o \ } w POST FRAME ENDWALL SECTION t ENDWALL SECTION - - - - — DETAIL A549 I ENDWALL POST (H-SECTION OR C-SECTION) DETAIL A554 ENDWALL POST lAETAIL A583 I INTERIOR PIPE OR TUBE COLUMN ©� coc- lz FI 14 �o 4ede7 - ©�� �� X 21 Tf cz C�c(-n-t(- G©Iy Cp4) 34r7C-ZPI / I� REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: GATE �Q _ BUTLER MANUFACTURING �® DAVIS, RICHARD K CONST COMPANY ORDER ENGINEERING GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM SID OEWRALL ENDWALL , EDGE OF FOUNDATION i LINE 4 SECTION A411 ---"-UN-NOTCHED gpSErvv nli� to• MAX ENDWALL 3/4' DIAL R rrLTS PRROJJECTED 2' Lr J27 1 -0• CORNER COL DETAIL A545 CORNER COLUMN TT $U Lr .w V s'r.D°o OVIL B pT ON �C T VLANS pE �N OIL NO PROJECT: BUILDING ORDER DESCRIPTION: 395X224X24 MRF COLDAIR 20# LL + 0#CLL FT. PIERCE, FL 110 MPH SBC 97 DRAWING TITLE: ANCHOR BOLT DETAIL SHEET �Rt�s John Er J # Lamb P.O. Box 1529 Laurinburg, NC 23353 Fla. PE # 27717 � PA/0) DRW: AAUNAGHIA I ENG: CHK: I DATE: 01/05/01 DRAWING NUMBER: REV. p 00-068961-01 G 100 n'9 2'-6 1 2� z� zo3 203 � 1 FLANGE 'R s03 203 203 2D7.- 2� zos • BRACES � 203 � B B C 112 s s [tog r r s f in PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH FIELD WORK • 109 EW ROOF BEAM L65466 35'-0' 110 EW INTERM POST L65468 27'-5 3 8' .Li 1 EW INTERM POST L65470 28'-5 7 8- 112 EW ROOF BEAM L65472 37'-7 15 16- 113 EW INTERM POST L65474 29'-6 3 e' 115 EW INTERM POST L65478 30'-1 3 4' 177777 BOLTED CONNECTION, SCHEDULE Q 1 QUANTITY I BOLT NO. I DESCRIPTION NIIT NO. DETAIL B 1 04 1 097282 1 5/BX2-1/4 BOLT A325T 095233 C 1 04 1 097281 1 5/8X1-1/2 BOLT A325T 095233 FLANGE BRACE SCHEDULE PAU FRONT/NL.EFT - REAR/R GHT DIM. Y DETAIL WOERwK . 2031 SINGLE I SINGLE \-C1103 Y1113 \--C 1133 \-11153 FLOOR LINE - OUNT ST. LiICIE CY BUILDING DIVISION Ew POST REVIEWED FOR CO 25'-0' � 2525'-0* - 25'-0" •, 197'-6' RIDGE REVIEWED BY ' 395'-0- DATE _ PE BE "KEPT ON JOB cb OR NNO INSPECT. L BE MADE. UNIT 1 FRONT EW ELEVATION AT GRID 1 IGlO Fu" R 6r"-*E T 0 N z John E est Lamb P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 DAMREVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AALINAGHIA ENG: Q w1E PRODUCT OF THE 395X224X24 MRF CHK: I DATE: Ot/OS/Ot DRAN11 err �® DRAWING NUMBER: REV. BUTLER MANUFACTURING DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM C 0 M P R N Y ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING D 00-068961-02A 00 �� ' Ktn �` � 2'-6 1/32- 1 PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH FIELD WORK • 109 EW ROOF BEAM L65465 110 EW INTERM POST L65468 111 EW INTERM POST L65470 28'-5 7 8- 112 EW ROOF BEAM ' L65472 37'-7 15 16- 113 EW INTERM POST L65474 29'-6 3 8' 114 EW ROOF BEAM L65476 20'-0 7 32- 1203 203 20T sal sas 203 sw sa1 sal BOLTED CONNECTION SCHEDULE [114 B 1t4] G 203 2W Q 2 RAOEE Q Dummy BOLT NO. DESCRIPTION NUT NO. DETA10 B 1093 B 04 0972B2 I 5/BX2-1/4 BOLT A325T 1 095233 [113 EW POST 25'-0* RIDGE 25'-0* 25'-O" UNIT 1 FRONT EW ELEVATION AT GRID 1 FLOOR LINE FLANGE BRACE -SCHEDULE FRONT%LEFT REAR/RIGHT DIM. Y DETAIL ELD WORKFl• 2031 SINGLE SINGLE DING DIVISION ST. LUCIE COUNTY B CE REVIEWED FOR CO REVIEWED B DATE PLANS AND PERMIT ST BE �ErT ON JOB BE MADE. OR NO INSPECTION f`V� VVVV - _era: John E Si LGrn.b P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG: w1E DATE Q -� 395X224X24 MRF CHK: DATE: 01/05/01 °RAYON aY° DfAM ffe° BUTLER MANUFACTURING DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING *O-KED BY*,cN� er: GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 00-068961-0 B 00 18 SPACES AT 5'-0 1 16' PART SCHEDULE 111 PART NAME PART NUMBER PART LENGTH WORK • 108 EW INTERM POST L65464 264 7 8* 116 EW ROOF BEAM L65480 4O'-0' 117 EW ROOF BEAM L65482 35'-0' 118 EW INTERM POST L65484 25'-4 3 8' 119 EW INTERM POST L65486 24'-3 7 8' 120 EW ROOF BEAM L654% 39' 121 EW INTERM POST L65490 23'-3 3 8' 122 EW CORNER POST I L65492 1 22'-4 7 16' E I2W 203 gas Q 203 203 G.)/--1 .--.. — 12 1 2 197'-6' 395'-0' SW CC FF GG CID UNIT 1 FRONT EW ELEVATION AT GRID 1 BOLTED CONNECTION SCHEDULE Q QUANTITY BOLT NO. DESCRIPTION NUT NO. DETAIL A O8 097281 5/8X1-1/2 HS BOLT A3 095233 B 04 097282 5/8X2-1/4 BOLT A325T 095233 FLANGE BRACE SCHEDULE PART NO. PART NO. DIM. Y DETAIL FIELD FRONT/LEFT REAR/RIGHT WORK A 202 SINGLE SINGLE 203 SINGLE SINGLE ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO . REVIEWED B DATE ICE ON JOB PLANS AND PERNIITI T ORNO INSPECTION WILL BE NUDE. 0 R P'��. ay NLl John F st Lamb P.O. Box 1529 Laurinbur g, NC 28353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW. AAUNAGHIA ENG: DAMDAM Q 395X224X24 MRF CHK: DATE: 01/05/01 DPAWN ar: DRWN BY: BUTLER MANUFACTURING � ® DAVIS, RICHARD K CONST COLDAIR 20# LL + O#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING CHECM BY. CHECM W. GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM IDOO-068961-02C 00 3'-11 1 32' PURUN LOCAnoNs 1/21 12 — 2os 2a5 205 Q zo5 201 tot 205 Q Q 205 za5 20.5 FLANGE 2u, �+e2]-\ E E BRACES E,B, r r r r I i T— 8> io I i, L FLOOR LINE W w L O 9 2 J = m UNIT 1 FRAME ELEVATION AT GRIDS 2 AND 3 1 INT COL u PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH FIELD WORK • 159 EXTERIOR COLUMN L65676 25'-10 5 16' 160 ROOF BEAM L65678 40'-0 11 4' 161 ROOF BEAM L65680 25'-0 ,I.,; 162 ROOF BEAM • L65682 30--0 5 16' 163 INTERIOR COLUMN L65684 23'-11 7 32' BOLTED CONNECTION SCHEDULE p Dummy BOLT NO. DESCRIPTION I NUT NO. DETAIL B 04 097282 5/8X2-1/4 BOLT A325T 095233 D 10 097284 3/4X2-1/2 BOLT A325T 095235 E 12 097284 3/4X2-1/2 BOLT A325T 095235 FLANGE BRACE SCHEDULE FPART O R%LEFT R �R GHT DIM. Y DETAIL WORK A 201 DOUBLE DOUBLE 204 SINGLE SINGLE 205 SINGLE SINGLE B ST.,D Fp CO �VIE�D B 1 ORpLA1Vs A� pECTiOI`� � NO IN "rNai�� Xsloco 0i JO's .ICCY$13! John Er st Lamb P.O. Box 1529 Laurinburg, NG 23353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: [ED RW: AALINAGHIA ENG: PRODUCT OF THE HK: DATE: 01/05/01 DAM oA,E �Q —� 395X224X24 MRF 01AWN a''` °RA1MN BM' BUTLER MANUFACTURING - ® DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION RAWING NUMBER: 7novno COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING 00-068961-02D CHMXM BM: CHECKED M. GENERAL OFFICES-KANSRS CITY. MISSOURI SYSTEM 2'-6 1/32' 6' AT 2Q5 205 zos Q zo1 zD1 zos 2D5 20.S Q 20.5 FLANGE Q BRACES [166 G r f P [ 164 ]-x _ r r\ + T I [167Y 1 INT COL FLOOR LINE 197'_6- ' RIDGE 395'-0' UNIT 1 FRAME ELEVATION AT -GRIDS 2 AND 3 PART SCHEDULE [ ] PART NAME PART NUMBER PART U NGTH FIELD WORK • 164 ROOF BEAM L65686 25'-0 1 4' 165 ROOF BEAM L65688 25'-0 1 4- 166 ROOF BEAM L65690 35-0 B- 167 INTERIOR COLUMN ' L65692 27'-11 1/8- BOLTED CONNECTION SCHEDULE O QUANTITY BOLT NO. DESCRIPTION NUr NO. I DETAIL B 04 097282 5/8X2-1/4.p2LT A325T 095233 E 12 097284 3/4X2-1/2 BOLT A325T 093735 F 08 097284 3/42-1/2 BOLT A325T 095235 G 08 097282 5/BX2-1/4 BOLT A325T 095233 FLANGE BRACE SCHEDULE NO. FROM/LEFT PART GHT O. R RIPART DIM. Y ffiAIL FIELD RK . 201 DOUBLE DOUBLE 205 SINGLE SINGLE covic Y L'�� CE ST•>p -'OR CO` JOB s S �� pE�RN L P SPECIO ORNO Fu"R PEMAIT ONLY v- John E:#g27717 st Lamb P.O. Bo29 Laurin, NG 23353 Fla. P REVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG: PRODUCT OF THE DATE DATE �Q � � CHK: DATE: 01/05/01 395X224X24 MRF DRAW" �° DRAWN Uf° BUTLER MANUFACTURING ggff�pm DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING CHECKED BY: CHECKED BY: GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM 00-068 61-02E 1 00 E r 2'-6 1/32' Q 205 Q 201 205 20, Q Q Q (G 2os � 205FLANGE -11583 BRACES T T T F r l:1653 1703 INT COL 197'-6' 80'-0' 395'-0' ob UNIT 1 FRAME ELEVATION AT GRIDS 2 AND 3 FLOOR LINE IY' I RNUT PART SCHEDULE I I PART NAME PART NUMBER PART LENGTH ELD WORK 164 ROOF BEAM L65686 25'-0 1 4' 165 ROOF BEAM � L65688 25'-0 1 4' 166 ROOF BEAM L65690 35'-0 3 B' 168 ROOF BEAM ' L65694 35'-0 13 32' 170 INTERIOR COLUMN L65698 BOLTED CONNECTION SCHEDULE O OUANTTTY BOLT NO. DESCRIPTION NUT NO. DETAIL B G4 097282 5/8X2-1/4 BOLT A325T 095233 E 12 097284 3/4X2-1/2 BOLT A325T 095235 F 08 097284 3/4X2-1/2 BOLT A325T 095235 G 08 097282 5/8X2-1/4 BOLT A325T 095233 FLANGE BRACE SCHEDULE PART FROO. ONT/ NT/LEFT PART O.'Y REAR/RIGHT DIM. DETAIL LD WORK A 201 DOUBLE DOUBLE 205 SINGLE SINGLE DEG TY B SCE co ST•LuD gOlt co, i WOO B Imp ®� JOB YES A1`�O PET wII,L BE Di�E PIANSpEC-1ION y O\ John ErNabst Lam'D P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 1 REVISION NO. 1 REVISION NO. 2 Q BUTLER MANUFACTURING PRODUCT OF THE —� �® BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: ORIN: AAUNAGHIA ENG: �� WE DAVIS, RICHARD K CONST COLDAIR 395X224X24 MRF 20# LL + 0#CLL CROSS SECTION IDOO-068961-02F CHK: DATE: 01 OS 01 / / DRUM" f` °R""" B'° DRAWING NUMBER: REV. COMPANY GENERAL OFFICES-KRNSRS CITY. HISSOURI ORDER ENGINEERING SYSTEM FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING 00 � BY' a1� �: PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH FIELD . WORK 160 ROOF BEAM L65678 40'-0 1 4' 161 ROOF BEAM L65680 25'-0 1 4' 162 ROOF BEAM . L65682 30'-0 5 16' 169 EXTERIOR COLUMN L65696 21'-10 5 16' 171 INTERIOR COLUMN L65700 23'-11 7 32' 5'-0 1 16' 18 SPACES AT 3-11 1 32' �ocnTlNorts BOLTED CONNECTION SCHEDULE p OUANTf1Y BOLT N0. DESCRIPTION NUT NO, DETAIL B 04 097282 5/BX2-1/4 BOLT A325T 095233 Yo5 201 201 ��' 12 D 10 097284 3 4X2-1/2 BOLT A325T 095235 205 E 2� �� s"s 205 zos zo1 FLANGE �1/2 E 12 097284 3/4X2-1/2 BOLT A325T 095235 I � ] E rc 1513 BRACES INT COL 197'-6' DD UNIT 1 FRAME ELEVATION AT GRIDS 2 AND 3 SW FLANGE BRACE SCHEDULE Q PART NO. FRONT/LEFT PART NO. REAR/RIGHT DIM. Y DETAIL FIELD WORK A 201 DOUBLE DOUBLE 204 SINGLE SINGLE 205 SINGLE SINGLE I�Ip;.I P;GD BT��C,% CD gC i WE D Y DABSAIDpE 0 L O�O �SYEC -.,;r,._ 0 R pCy '5Ilk in.':.� rr g� 5 L ONIV��E3 •tea y i 77 John Er 'JL I_a{i:'.f P.O. Box 162.9 �} Laurinburg, NC 28353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 �t�Q BUTLER MANUFACTURING COMPANY GENERAL OFFICES—KANSAS CITY. MISSOURI PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AALINAGHIA ENG: DATEDATE DAVIS, RICHARD K CONST COLDAIR FT. PIERCE, FL 395X224X24 MRF 20# LL + 0#CLL 110 MPH SBC 97 CROSS SECTION ERECTION DRAWING CHK: DATE: 01/05/01 ® ORDER ENGINEERING SYSTEM DRAIN" g''' DRAWN ef. DRAWING NUMBER: D 00-068961-02G REV. 00 ED CHECKar: CHECKED 9Y: PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH WOERLDK . 149 EXTERIOR COLUMN L65654 21'-10 5 16� 150 ROOF BEAM L65556 40'-0 1 4' 151 ROOF BEAM L65558 25'-0 1 4- 152 ROOF BEAM L65660 30'-0 5/1 B- 153 INTERIOR COLUMN L65662 23'-11 7 32- 18 SPACES AT BOLTED CONNECTION SCHEDULE 5'-0 1 16 S-11TFLANGE • F .O QUANTITY BOLT NO. DESCRIPTIDN NUT NO. DETAIL za5 B 04 097282 5/BX2-1/4 BOLT A3 095233 LOzos zot z01 205 205 E 12 097284 3/4X2-1/2 BOLT A325T 095235 zo1 205 E F08 097284 3/4X2-1/2 BOLT A325T 095235 12 F C 15z 1_ / I C t517-�\ � \ zas 0 'a I I o Nc'j 204 io I n FLOOR l LINE SW INT COL BO'-0' BO'-0' Gb UNIT 1 FRAME ELEVATION AT GRIDS 4,5,6,7,8, AND 9 FLANGE BRACE SCHEDULE NO. PART REAR/RIGHT DIM. Y DETAIL WORK . 201 DOUBLE DOUBLE 204 SINGLE SINGLE 205 SINGLE SINGLE •v ST• 13 FO C4 DATE S �0ECTI FUR t I:h!m* ^ N Ly G DT� ION, CE V L/ �pT UN JOB BE D'L�E. 2 John Me; Lamb P.O. Box 1529 Laurinburg, NC 26353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 Q BUTLER MANUFACTURING PRODUCT OF THE ® BUILDER: PROJECT, BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG: SATE` LATE° DAVIS, RICHARD K CONST COLDAIR 395X224X24 MRF 20# LL + 0#CLL CROSS SECTION CHK: DATE: 01/05/01 °RAN" B °"""" �: DRAWING NUMBER: REV. C 0 M P R N Y GENERAL OFFICES-KANSAS CITY. MISSOURI ORDER ENGINEERING SYSTEM FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING 00-068961-02H 00 CHECKED ef` CHECKED f: a ui 205 205 205 2os 201 tot FLANGE ZO5 2os Q I BRACES Q C 158 ] �\ [155 \ r \ r- C 154 3-\ r r n r r [157 INT COL 395'-0" UNIT 1 FRAME ELEVATION AT GRIDS 4,5,6,7,8, AND 9 2'-6 1/32- 205 205 2Ds G r f J J J PART SCHEDULE I I PART NAME PART NUMBER PART LENON WOERD . 154 ROOF BEAM L65664 155 ROOF BEAM L65666 156 ROOF BEAM _ L65660 - 35'-0 3pr 157 INTERIOR COLUMN L65670 27'-11 lfir BOLTED CONNECTION SCHEDULE O OUANTITY I BOLT NO. DESCRIPDON NUT Am DETAIL B 04 097282 5/BX2-1/4 BOLT A325T 095233 E 12 D97284 3/4X2-1/2 BOLT A325T 095235 F 08 D97284 3/4X2-1/2 BOLT A325T 095235 G 08 097282 5/BX2-1/4 BOLT A325T 095233 FLANGE BRACE SCHEDULE PART NO. FROM/LEFT REAR/RIGHT GHT DIM. Y DETAL WORK . 201 DOUBLE DOUBLE _ 205 SINGLE SINGLE FLOOR LINE Ol �,1G p1� cow S CE RIDGE S'1', LUCl FOR CO D L � 1J I ' pit JOB � E• D AMID'p 'PLO Sp�CT1l0 ORsO . P .%C. N % F' '`fra R u ,€F Ue f - John r cst La1 d P.O. Box 1629 U Lewrinhurg, t`10 Pla. RE - 277 1: REVISION NO. 1 REVISION NO. 2 Q BUTLER MANUFACTURING PRODUCT OF THE — �y ® BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG- DATE DATE DAVIS, RICHARD K CONST COLDAIR 395X224X24 MRF 20# LL + O#CLL CROSS SECTION CHK: DATE 01/OS/01 DfAN11 W. DPWN BY. DRAWING NUMBER: REV. GENERAL OFFICES KRNSRS CITY, MISSOURI MPANYORDER ENGINE SYSTEM ERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING 00-068961-02J 00 CHECKm tK: CHM'o 6Y: I E 155 zos 2os zo1 �01 zos zos zos 2os G tss] _ A -[ 155 3 1573 zos : 2os FLANGE BRACES /4154 J INT COL 75'-0' BO'-0" RIDGE 197'-6'. 395'-0" UNIT 1 FRAME ELEVATION AT GRIDS 4,5,6,7,8, AND 9 �.Ca-marr, FLOOR LINE PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH FIELD WORK • 154 ROOF BEAM L65664 25'-0 1 4' 155 ROOF BEAM L65666 25'-0 1 4' 156 ROOF BEAM .L65668 35'-0 3 8" 157 INTERIOR COLUMN • L65670 27'-11 1 8' 158 ROOF BEAM L65672 35'-0 13 32" BOLTED CONNECTION SCHEDULE O QUANTITY BOLT N0. DESCRIPTION NUT NO. .DETAIL B 04 0972B2 5/8X2-1/4 BOLT A325T 095233 E 12 097284 3/4X2-1/2 BOLT A325T 095235 F 08 0972B4 3/4X2-1/2 BOLT A325T 095235 G 08 097282 5/8X2-1/4 BOLT A325T 095233 FLANGE BRACE SCHEDULE PART NO. FRONT/LEFT PART NO. REAR/RIGHT DIM. Y DETAIL FIELD WORK 201 DOUBLE DOUBLE 205 SINGLE SINGLE Co v, ,� 5D B D �5 o so SVy _'t1Tsa0s 3pB John Ernest Lc )b P.O. Box 1529 Laurinburg, NIC 28353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AALINAGHIA ENG: DATE: - DATE: [=Q --, 395X224X24 MRF CHK: I DATE: 01/05/01 °RAN'" BY: DRAWN BY., BUTLER MANUFACTURING � ® DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING CHECKED BY.. CHErxm 1W: GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM 00-068961-02K 1 00 6' 18 SPACES AT 5'-0 1 16' F 205 z01 z01 205 205 205 205 205 E Q 205 zos 152 3 201 �-[ 15I - INT COL - - 80,-0' 80'-O' DD UNIT 1 FRAME ELEVATION AT GRIDS 4,5,6,7,8, AND 9 , t'w-':- 3 ti .335 '�)ON 'III,fi ' R ` ACES 12 11/2 PART .SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH FIELD WORK 149 EXTERIOR COLUMN L65654 21'-10 5 16' 150 ROOF BEAM L65656 40 -0 1 4' 151 ROOF BEAM L65658 25--0 1 4' 152 ROOF BEAM L65660 30'-0 5 16' 153 INTERIOR COLUMN LB5662 23'-11 7 32' BOLTED CONNECTION SCHEDULE Q OUANTTTY BOLT NO. DESCRIPTION NUT NO. DETAIL B 04 -09 282 5/BX2-1/4 BOLT A325T 095233 E 12 097254 3/4X2-1/2 BOLT A325T 095235 F 08 097284 3/4X2-1/2 BOLT A325T 095235 FLANGE BRACE SCHEDULE 0 PART NO. FRONT/LEFT PART NO. REAR/RIGHT DIM. Y DETAIL FIELD WORK 201 DOUBLE DOUBLE 204 SINGLE SINGLE 205 SINGLE SINGLE m Ely G Dp;`7 CE ST.LA3c% C VO C-0 D ROWED BY S Bp O JOB PLANS PSO ORNO gIS _ ,11 John Mest Laub' P.O. Box 1529 Laurinburg, NC 2,9353 Fla. PE # 27717 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AALINAGHIA ENG: �� �� Q CHK: DATE: 01/05/01 —' 395X224X24 MRF °"""" a" °NAN" �° BUTLER MANUFACTURING ® DAMS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING aEcxm BY. C"°tl® �` GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM p 00-068961 -02L 00 18 SPACES AT 5'-0 1 16' S-11 1 32� PURUN IONS Q Q LOCATIONS Q Q Q FLAN 12 BRACES 203 203 203 203 20.3 Q Q QB Ctzs r 1 f 1/2r— [124]-% \ _ r T r 402 MOOR cob EE UNIT 1 REAR EW ELEVATION AT GRID 10 PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH WORK 123 EW CORNER POST L65510 124 EW ROOF BEAM 05512 39'-11 7 8- 125 EW INTERM POST L65514 23'-1 5 8- 126 EW ROOF BEAM L65516 40'-0' 127 EW INTERM POST L65518 24'-2 1 8' 128 EW INTERM POST L65520 25'-5 1 8' BOLTED CONNECTION SCHEDULE O QUANTITY BOLT NO. I DESCRIPTION I NUT N0. DETAIL A OB 097281 5/8X1-1/2 HS BOLT A3 095233 B 04 1 097282 5/BX2-1/4 BOLT A325T 095233 FLANGE BRACE SCHEDULE O PART FRONT/NLEFT REAR/RIGHTDIM. Y DETAIL WORK • 202 SINGLE SINGLE 203 SINGLE SINGLE B DEC DOM ON C0 LUG 1� C ST•D FOR RE�.�D B BE pT ON JOB -BE MADE, pl,&NS CT1O'� OR N, R PERMdT ONLY John Er ? t Lart;b P.O. Box 1529 rinbury, NC 233-3 LF PE # 27717 REVISION NO. 1 REVISION NO. 2 Q BUTLER MANUFACTURING PRODUCT OF THE � ® BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG: DAM DATE DAVIS, RICHARD K CONST COLDAIR 395X224X24 MRF 20# LL + 0#CLL CROSS SECTION CHK: DATE: 01/05/01 DRAWN �: DRAW" 91' DRAWING NUMBER: ID00-068961-02M REV. COMPANY GENERAL OFFICES-KANSAS CITY. MISSOURI ORDER ENGINEERING SYSTEM FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING 1 00 atoctcm st: CHECM ar 2'-6 1 /32- 19 SPACES AT 5'-0 1 16' f; 0 1 16' 2D3 203 203 207 20.1 203 203 203 203 203 FLANG 203 203 203 � r r C t 33 }-� r BRACE \ T r C tat }-� 3 EW POST �.. 395'-0' (tDGb UNIT 1, REAR EW ELEVATION AT GRID 10 tsu PART SCHEDULE I ] PART NAME PART NUMBER PART LENGTH FIE WORK • 129 EW ROOF BEAM L65522 40'-0' 130 EW INTERM POST L65524 131 EW ROOF BEAM L65526 40'-0' 132 EW INTERM POST • L65528 27'-11 1 8' 133 EW ROOF BEAM L65530 37'-8 1 16' 134 EW INTERM POST L65232 29-2 1 8' 135 EW INTERM POST L65534 29'-10 5 8' BOLTED CONNECTION SCHEDULE O 1 QUANTITY BOLT NO. I DESCRIPTION I NUT NO. DETAIL _Ll 04 097282 1 5/8X2-1/4 BOLT A325T 1 095233 FLANGE BRACE SCHEDULE FRONT/LEFT PART NO. -REAR/RIGHTDIM. Y DETAIL WRK . 2031,SINGLE SINGLE LINER nj{510S COS B pCE ST•,1,Up FORCO RIDGE y p�S ANO p o� �L BE lr„' ORNO A�SpE `u p¢p.. .�c •.KM"'- 1 1 it➢➢ii'' <� � V John Ern -,,t , ;L P.O. Box 152 LaurinbUrrg, N 2,83353 Fla. PE # 2777-i :' REVISION NO. 1 REVISION NO. 2 Q BUTLER MANUFACTURING PRODUCT OF THE —� � ® WN0 BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG: DAB' DAB` DAVIS, RICHARD K CONST COLDAIR 395X224X24 MRF 20# LL + 0#CLL CROSS SECTION CHK: DATE: 01/05/01 DRAWN Dirt D1AY1N BY.- DRAWING NUMBER: IDOO-068961-02N REV. COMPANY GENERAL OFFICES-KANSAS CITY. MISSOURI ORDER ENGINEERING SYSTEM FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING 00 txKm 9* CHEM= Br: D 2'-6 1/32' zap zoa zal zoa zoa 5zoa zoa zoa 20.1 2os - (1 e7-4.1„u- EW POST 28'-D' 25'-0' 20'-0' 20'-0' 25'-0' RIDGE 197'-6' 395'-0' Gb Gb UNIT 1 REAR EW ELEVATION AT GRID 10 PART SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH WRK . 136 EW ROOF BEAM L55536 37 -8 1 16 137 EW INTERM POST L65538 30-1 1 8' 138 EW INTERM POST L65540 29'-0 5 8' 139 EW ROOF BEAM L55542 40'-0' 140 EW INTERM POST L65544 28'-2 ' 141 EW INTERM POST L65546 27'-4 ' 208 142 EW ROOF BEAM L65548 1 40'-0' BOLTED CONNECTION 5CHEDULE Q QUANTITY BOLT NO. I DESCRIPTION I NUT NO. DETAIL B 1 04 097282 1 5/BX2-1/4 BOLT A325T 1 095233 FLANGE BRACE SCHEDULE QFFRONT/N&0 PART REAR/RIGHT O. DIM. Y DETAIL FIELD WORK . 2031 SINGLE SINGLE CO�o s''jX-0c% VOVL Cl vM'VZ_' '0** ills DATE R P E R T ( a, I,; 1 John Eri ast Lamb P.O. Box 1529 E aurinburg, NO 28353 1a. PE # 27717 REVISION NO. 1 REVISION NO. 2 BUILDER: PROJECT: BUILDING ORDER DESCRIPTION. DRAWING TITLE: DRW: AAUNAGHIA ENG: PRODUCT OF THE �� DATE.. CHK: DATE: 01/05/01 395X224X24 MRF DRAMM �: DPAM er. BUTLER MANUFACTURING ® DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING MECKD �` act �` GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM IDOO-068961-02P 00 18 SPACES A7 3'-11 13 2032� zo3 203 PURLIN 20.7 203 203 LOCATIONS 2E3 203 20J Kati r, �� _ . _ zoz LINER 395'-0' SW Gb l�l UNIT 1 REAR EW ELEVATION AT GRID 10 PART'SCHEDULE [ ] PART NAME PART NUMBER PART LENGTH FIELD WORK 1231 EW CORNER POST L65510 22'-4 7 16- 143 EW INTERM POST L65550 26'-4 1 8- 144 EW ROOF BEAM L65552 40'-0' 145 EW INTERM POST • L65554 25'-3 5 8- 146 EW INTERM POST -' L65556 24'-3 1 8' 147 EW ROOF BEAM L65558 39'-11 7 e' 148 EW INTERM POST L65560 23'-3 1 8- BOLTED CONNECTION SCHEDULE p QUANTITY BOLT N0. DESCRIPTION NUT NO. DETAIL A 08 097281 5/8X1-1/2 HS BOLT A3 1 095233 B 04 097282 5/8X2-1/4 BOLT A325T 1 095233 FLANGE BRACE SCHEDULE PART NO. FRONT/LEFT PART NO. REAR/RIGHT DIM. Y DETAIL FIELD WORK A 202 SINGLE SINGLE 203 SINGLE SINGLE DEG DIv1 ION S1�1 Y B CE snFORCO � U B Y ON 30B 1 SET U LBEr�D,,• 0 � pEG.�I0I�1 FOR rum iT OPJLl' I'�b � I John Ernest Lamb P.O. Box 1529 Laurinburg, NC 28353 1-la. PE # 27717 REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TIRE: DRW: AAUNAGHIA ENG: DATE' DAM 395X224X24 MRF CHK: I DATE: 01/05/01 °FAWN a" OR011 9P, BUTLER MANUFACTURING _�!-T ® DAVIS, RICHARD K CONST COLDAIR 20# LL + 0#CLL CROSS SECTION DRAWING NUMBER: REV. COMPANY ORDER ENGINEERING FT. PIERCE, FL 110 MPH SBC 97 ERECTION DRAWING CHECKm Br: CHECKED BY: GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM ❑ 00-068961-02Q 00 NOT ALL SECTION TYPES SHOWN MAY APPLY TO THIS ORDER. TOP /OUTSIDE TOP OUTSIDE WIDTH DLWEnR FLANGE FIANCE RMI;NLY WALL THICKNESS THICKNESS � THICKNESS � WALL THICKNESS - BOTTOM INSIDE I 1 BOTTOM / INSIDE FLANGE r" ���FFF FLANGE FRAME DESIGN INFORMATION FRAME DESIGN INFORMATION (cont.) FRAME DESIGN INFORMATION (cont.) FRAME DESIGN INFORMATION (cont.) 'PART DESCRIPTION PART DESCRIPTION PART DESCRIPTION PART DESCRIPTION L65450 EW ORNER P05 TOP FLANGE = 5" X .250" L65480 EW ROOF BEAM TOP FLANGE 5' X .188' L65525 EW ROOF BEAM TOP FLANGE - 5' X .188' L65556 EW ARM POST TOP FLANGE B' X .313' BOTTOM FLANGE = 5" X .250' BOTTOM FLANGE = 5' X .188' BOTTOM FLANGE = 5' X .188' BOTTOM FLANGE = 6' X .313" WEB THICKNESS - .120' WEB THICKNESS - .120' WEB THICKNESS - .120" WEB THICKNESS - .120" PART DEPTH = 12" PART DEPTH = 11 7/8' PART DEPTH = 11 7/8' PART DEPTH - 12 1/8' L65452 EW EA ROOF BM TOP FLANGE = 5" X .188' L65482 EW ROOF BEAM TOP FLANGE = 5' X .188' L65528 EW NTERM POST TOP FLANGE = 7' X .250' L65558 ROOF BEAM TOP FLANGE = 5' X. .188" BOTTOM FLANGE = 5" X .188" BOTTOM FLANGE - 5" X .188" BOTTOM FLANGE = 7' X .250" 1BOTTOM FLANGE = 5' X .188'. WEB THICKNESS = .120' WEB THICKNESS = .120" WEB THICKNESS = .120' WEB THICKNESS = .120' PART DEPTH = 11 7/8" PART DEPTH = 11 7/8' PART DEPTH = 12' 1 PART DEPTH = 11 7/8' L65454 EW NTERM POST TOP FLANGE - 6' X .250` L65484 EW NTERM POST TOP FLANGE - 5" X .250' L65530 EW ROOF BEAM TOP FLANGE - 5" X .188' L65560 EN POST TOP FLANGE 5' X .168' BOTTOM FLANGE = 6" X .250' BOTTOM FLANGE = 5" X .250" BOTTOM FLANGE = 5' X .188' BOTTOM FLANGE = 5' X .188' WEB -THICKNESS = .120' WEB THICKNESS = .120" WEB THICKNESS = .120' NTERM WEB THICKNESS = .120' PART DEPTH = 12' PART DEPTH = 12' PART DEPTH = 11 7/8' PART DEPTH = 11 7/8" L65456 EW ROOF BEAM TOP FLANGE = 5' X .188' L65486 EW NTERM POST TOP FLANGE = 5' X .188' L65532 EyW NTERM POST TOP FLANGE = W X .250' L65654 EXTERIOR COLUMN TOP FLANGE 6' X .500' BOTTOM FLANGE = 5" X .188' BOTTOM FLANGE - 5" X .188, BOTTOM FLANGE - 8' X .250' BOTTOM FLANGE - 6' X .313' WEB THICKNESS - .120" WEB THICKNESS = .120" WEB THICKNESS = .120" WEB THICKNESS - .140' PART DEPTH = 11 7/8" PART DEPTH = 11 7/8' - PART DEPTH = 12" PART DEPTH = 12" TO 24' L65458 EW NTERM POST TOP FLANGE = 6" X .313' L65488 EW ROOF BEAM TOP FLANGE = 5" X .188' L65534 EW NTERM PO TOP FLANGE = 8' X .250` L65656 ROOF BEAM TOP FLANGE = 6` X .375' BOTTOM FLANGE = 6" X .313' BOTTOM FLANGE = 5" X .188" BOTTOM FLANGE = 8' X .250" BOTTOM FLANGE - 6' X .500" WEB THICKNESS = .120' WEB THICKNESS = .120" WEB THICKNESS = .120" WEB THICKNESS = .219" - LOW END TO 19'-11 11/16' FROM LOW END .140" - 19'-11 11/16' FROM LOW END TO HIGH END PART DEPTH = 12 1/8" PART DEPTH - 11 7/8' PART DEPTH - 12" L65460 EW NTERM POST TOP FLANGE - 5' X .250' L65490 EW NTERM POST TOP FLANGE - 5" X .188" L65536 EW ROOF BEAM TOP FLANGE = 5" X .188" PART DEPTH =VARIES 19" TO 28" BOTTOM FLANGE = 5" X .250' BOTTOM FLANGE =. 5" X .188' BOTTOM FLANGE = 5' X .188" L65658 ROOF BEAM TOP FLANGE = 6" X .250' WEB THICKNESS = .120" WEB THICKNESS = .120" WEB THICKNESS = .120' BOTTOM FLANGE = 6' X .500" PART DEPTH = 12" PART DEPTH = 11 7/6" PART DEPTH = 11 7/8" WEB THICKNESS = .160' - LOW END TO 19'-11 29/32' FROM LOW END - .188' - 19'-11 29/32' FROM LOW END TO HIGH END L65462 EW ROOF BEAM TOP FLANGE = 5" X .188` 1_65492 EW ORNER PO TOP FLANGE = 5' X .188" L65538 EW NTERM POST TOP FLANGE = 8' X .250" BOTTOM FLANGE = .5" X .188' BOTTOM FLANGE = 5" X .188' BOTTOM FLANGE = 8' X .250" PART DEPTH = VARIES 28' TO 24' WEB THICKNESS = .120' WEB THICKNESS = .120" WEB THICKNESS = .120" L65660 _ -.ROOF "''BEAM TOP FLANGE = 8' X .625" PART DEPTH = 11 7/8' 1PART DEPTH = 11 7/8" PART DEPTH = 12' BOTTOM FLANGE = 8" X .500' L65464 ElW NTERM POST TOP FLANGE = 5" X .250' L65510 EyW CORNER POS TOP FLANGE = 5" X .188" L65540 EW NTERM POST TOP FLANGE = 8" X .250" WEB THICKNESS =-. .219" BOTTOM FLANGE = 5' X .250` BOTTOM FLANGE = 5' X .188" BOTTOM FLANGE = 8' X .250' PART DEPTH = VARIES 24' TO 33" TO 24' WEB THICKNESS = .120" WEB THICKNESS = .120' WEB THICKNESS - .120' INTERIOR COLUMN PIPE DIAMETER = 8 5/8' PART DEPTH - 12' PART DEPTH a 11 7/8' PART DEPTH - 12' WALL THICKNESS - .188' L65466 EW ROOF BEAM TOP FLANGE = 5' X .188' L65512 EW ROOF BEAM TOP FLANGE = 5" X .188" L65542 TOP EW ROOF BEAM FLANGE = 5' X .188' Q _ - BOTTOM FLANGE = 5" X .188" BOTTOM FLANGE = 5' X .188" BOTTOM FLANGE _ R8.625X.168 WEB THICKNESS = .120' WEB THICKNESS - .120' WEB THICKNESS = L65664 ROOF BEAM TOP FLANGE = 6' X .313' . PART DEPTH = 11 7/8" PART DEPTH = 11 7/8' PART DEPTH 11 7 BOTTOM FLANGE 6' X .375' L65468 EW TOP FLANGE - 5" X .250' L65514 EW NTERM PO TOP FLANGE - 5' X .188" L65544 TOP EW NTERM PO FLANGE = 7' X 1 WEB THICKNESS + ._4 60' - LOW END TO 15'-0 15/32' FROM LAW END " =NTERM'PO BOTTOM FLANGE - 5' X .250' BOTTOM FLANGE - 5' X .188" BOTTOM FLANGE - 7' X WEB -THICKNESS = .120" WEB THICKNESS = .120" WEB THICKNESS = .120 Q PART DEPTH = 24'PART DEPTH = 12" PART DEPTH 11 7/B' PART DEPTH = 12" L.65666 ROOF BEAM TOP FLANGE = 6" X13"L65470 NTERM PO TOP FLANGE = 6" X .250" L65516 EW ROOF BEAM TOP FLANGE = 5' X .188' L65546 TOP EW NTERM PO FLANGE = 7' X .250" M FLANGE = .37ElW BOTTOM FLANGE - 6' X .250" BOTTOM FLANGE = 5' X .188' BOTTOM FLANGE 7' X .250' WEB THICKNESS - ' - " - W END TO 15'-0 15/32"OM LAW END W-0 1 / OM LOW HIGH END WEB THICKNESS - .120' WEB THICKNESS - .120' WEB THICKNESS - .120' PART DEPTH - 12' PART DEPTH - 11 7/8' PART DEPTH - 12" PART DEPTH - VARI' T ` L65472 E�W ROOF BEAM TOP FLANGE = 5' X .188' L65518 EW NTERM PO TOP FLANGE = 6" X .313' L.65548 TOP ElW BOTTOM ROOF BEAM PART FLANGE = 5' X .188'L65668 ROOF BEAM TOP FLANGE = 8' X25' BOTTOMFLANGE = 5' X .188' BOTTOM FLANGE = 6' X .313' FLANGE = 5' X .188' BOTTOM FLANGE = .31 ' WEB THICKNESS = .120' WEB THICKNESS = .120' WEB THICKNESS•_ .120" WEB THICKNESS = " - ". - 1."1111 END 9 11 /32' FRO_. LOW. ENDPART 19 ' 11 M OW D� HIGH. END DEPTH 11 7/8' PART DEPTH = 12 1/8" DEPTH = 11 7/8" L65474 ElW TOP FL NGE 6" X .250' L65520 ELWBOTTOM NTERM PO TOP FLANGE - 7' X .250' L65550 TOP EW BOTTOM NTERM WEB PART FLANGE - 7' X .250' PART DEPTH - VARI" T 20 BOTTOM FLANGE = 6' X .250" FLANGE = 7' X .250" FLANGE = 7' X .250" L65670 INTERIOR COLUMN 188 PIPE DIAMETER =' 8NTERM WEB THICKNESS = .120" WEB THICKNESS = .120" THICKNESS = .120" WALTHICKNESS ; ' PART DEPTH = 12' PART DEPTH = 12' DEPTH = 12" _L65476 EW BEAM TOP FLANGE = 5' X .188" L65522 EW ROOF BEAM TOP FLANGE = 5' X .188' L65552 TOP EW BOTTOM ROOF BEAM WEB PART. FLANGE = 5" X .188` R8.625X - BOTTOM FLANGE = 5" X .188" BOTTOM FLANGE = 5' X .188" FLANGE - 5' X .188' - L65672 ROOF BEAM TOP FUWGE = 6" X0'ROOF WEB THICKNESS - .120' WEB THICKNESS - .120" THICKNESS - .120" BOTTOM FLANGE - .3 ' PART DEPTH = 12" TO 17" TO 12" PART DEPTH = 11 7/8" DEPTH - 11 7/8' WEB THICKNESS - .140" L65478 EAW NTERM PO TOP FLANGE = 6" X .250' L65524 EW NTERM POST TOP FLANGE - 7' X .250' L.65554 TOP EW BOTTOM MERM PO WEB PART FLANGE - 6' X .500" PART DEPTH = VARIES 20" T 28 BOTTOM FLANGE = 6" X .250" BOTTOM FLANGE - 7' X .250' FLANGE - 6" X .500" L.65676 EXTERIOR COLUMN JWM TOP FLANGE - 6" X WEB THICKNESS = .120' WEB THICKNESS = .120' THICKNESS - .140' BOTTOM FLANGE - 6" X .3 jt3)S2-W'1O;I PART DEPTH 12" PART DEPTH - 12' DEPTH - 12 1/2' THICKNESS - .140' PART DEPTH - 12' TO 24' REVISION NO. 1 REVISION NO. 2 Q= BUTLER MANUFACTURING COMPANY GENERAL OFFICES-KANSAS CITY, MISSOUR] PRODUCT OF THE -� 7 ® ORDER ENGINEERING SYSTEM BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG: DATE DAM DAVIS, RICHARD K CONST COLDAIR FT. PIERCE, FL 395X224X24 MRF 20# LL + 0#CLL 110 MPH SBC 97 CROSS SECTION ERECTION DRAWING DETAIL SHEET CHK: DATE 01/05/01 DRAWN Irr. DRAtl1N B' DRAWING NUMBER: IDOO-068961-02R REV. 00 CLIECM BY.. I® CHO:B!: FRAME DESIGN INFORMATION (cont.) PART DESCRIPTION L65678 TOP FLANGE = 6' X .375' ROOF BEAM BOTTOM FLANGE = 6' X .500' WEB THICKNESS - .250' - LOW END TO 19'-11 11/16' FROM LOW END 140' - 19'-11 11/16' FROM LOW END TO HIGH END PART DEPTH = VARIES 19' TO 28' L65680 ROOF TOP FLANGE = 6' X .250' BOTTOM FLANGE = 6' X .500' - BEAM WEB THICKNESS = .160' - LOW END TO 19'-11 29/32' FROM LOW END .188' - 19'-11 29/32' FROM LOW END TO HIGH END PART DEPTH = VARIES 28' TO 24' L65682 TOP FLANGE = 8' X .525' ROOF BEAM BOTTOM FLANGE = 8' X .5D0' WEB THICKNESS = .219' PART DEPTH = VARIES 24' TO 33' TO 24' L65684 PIPE DIAMETER - 8 5/8' INTERIOR Wes- THICKNESS = .188' COLUMN R8.625X.188 - L65686 TOP FLANGE = 6' X .313' ROOF BOTTOM FLANGE - 6' X .375' BEAM WEB THICKNESS _ .160' - LOW END TO 15'-0 15/32' FROM LOW END .120' - 15'-0 15/32' FROM LOW END TO HIGH END PART DEPTH = 24' L65688 TOP FLANGE = 6' X .313' ' ROOF BOTTOM FLANGE = 6' X .375' BEAM WEB THICKNESS = .140' - LOW END TO 15'-0 15/32' FROM LOW END :160' - 15'-0 15/32' FROM LOW END TO HIGH END - PART DEPTH VARIES 24' TO 28' L6569D TOP FLANGE = 8' X .625' ROOF BOTTOM FLANGE = 8' X .375' BEAM WEB THICKNESS = .188' - LOW END TO 19'-.11 29/32' FROM LOW END .160' - 19'-11 29/32' FROM LOW END TO HIGH END ' PART DEPTH = VARIES 28' TO 20' L65692 PIPE DIAMETER = 8 5/8' INTERIOR WALL THICKNESS = .188' COLUMN R8.625X.188 _ L65694 ROOF BEAM TOP FLANGE = 6' X .250' BOTTOM FLANGE = 6' X .375' WEB THICKNESS .140' PART DEPTH = VARIES 20' TO 28 23/32' TO 20' 696 TOP FLANGE = 6' X .500' BOTTOM FLANGE - 6' X .313' rEXTERIOR UMN WEB THICKNESS - .140' PART DEPTH = 12' TO 24' 698 INTERIOR PIPE DIAMETER = 8 5/8' WALL THICKNESS = .188' COLUMN R8.625X.188 _ L65700 INTERIOR COLUMN R8.625X.188 PIPE DIAMETER 8 5/8' WALL THICKNESS - .188' - _ REVISION NO. 1 REVISION NO. 2 EW ROOF BEAM SHIM (543427) BEARING PLATE (543425)I j EW POST I I Ew POST HI-' STRENw � HDf. NL7097 82) AND DETAIL E159 ENDWALL POST TOP CONNECTION . M.- �, - .•ewe -., PRODUCT OF THE BUILDER' PROJECT: BUTLER MANUFACTURING � ® DAVIS. RICHARD K CONST COLDAIR COMPANY ORDER ENGINEERING FT. PIERCE, FL GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM yUC� CO R'' L 'C S�R D BY E � T Ox JOB RED ,n S ESE• Y o ECTION' pvLN IN r 4 v - }; John Ernest Lamb P.O. Box 1529 Laurinburg, NC 28353 Fla. PE # 27717 BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: AAUNAGHIA ENG: 395X224X24 MRF CROSS SECTION CHK: DATE 01/05/01 20# LL + 0#CLL ERECTION DRAWING DRAWING NUMBER: REV. 110 MPH SBC 97 DETAIL SHEET D 00-068961-02S 00