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HomeMy WebLinkAboutUnit 2 Anchor Bolt Plan5 10 loo•-o' I I UNIT 2 i CoS o53�03� , , I O '^ REVISION NO. 1 0 m W DRAIYN DY: CHECKED [iY: KEY PLAN Z` 046 SPECIFIC ERECTION DRAWING LIST THE DRAWINGS LISTED BELOW HAVE BEEN CREATED BY COMPUTER SPECIFICALLY FOR YOUR ORDER TO ASSIST YOU IN PUTTING UP YOUR BUILDING. THESE SPECIFIC ERECTION DRAWINGS ARE THE SAME SIZE AS THIS SHEET AND CAN BE IDENTIFIED INDIVIDUALLY FROM THE TITLES AND DRAWING SEQUENCE NUMBERS THAT APPEAR IN THE LOWER RIGHT HIND CORNER OF EACH DRAWING. DRAINING TIRE AG RE NO.: ROOF DATE: 02/16/83 SECONDARY STRUCTURAL 117A11NG Huut¢R REVISON FRAMING PLAN D g3-1234566-05L 02 TITLE / G DRAWING J THE YEAR DURING WHICH YOUR SEQUENCE ORDER WAS ENTERED NUMBER THE BUTLER ORDER NUMBER OF YOUR ORDER REVISION LEVEL OF THE DRAWING. IF THE DRAWING HAS NEVER BEEN REVISED, 00 APPEARS HERE. D99-053103-00 COVER DRAWING - SHEET 1 1399-053103=01 SPECIFIC ANCHOR BOLT DRAWING - SHEET 1' D99-053103-OIA SPECIFIC REACT" DRAWING - SHEET 2 D99-053103-OIB ANCHOR BOLT DETAIL SHEET - SHEET 3 D99-053103-02 CROSS SECTION ERECTION DRAWING - SHEET 1 -D99-053103-02A CROSS SECTION ERECTION DRAWING - SHEET 2 D99-053103-028 CROSS SECTION ERECTION DRAWING - SHEET 3 D99-053103-02C CROSS SECTION ERECTION DRAWING - SHEET 4 099-053103-02D CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 5 099-053103-02E CROSS SECTION ERECTION DRAWING DETAIL SHEET - SHEET 6 D99-053103-03 WIND BRACING DRAWING - SHEET 1 D99-053103-03A WIND BRACING DETAIL SHEET - SHEET 2 D99-053103-04 ROOF SECONDARY STRUCTURAL FRAMING PLAN - SHEET 1 D99-053103-04A ROOF SECONDARY STRUCTURAL DETAIL SHEET - SHEET 2 D99-053103-05 WALL SECONDARY STRUCTURAL ELEVATION - SHEET 1 099-053103-05A WALL SECONDARY STRUCTURAL ELEVATION - SHEET 2 099-053103-GSB DOOR DETAIL DRAWING - SHEET 3 D99-053103-05C WALL SECONDARY STRUCTURAL ELEVATION DETAIL SHEET - SHEET 4 D99-053103-06 WALL PANEL DRAWING - SHEET 1 099-053103-07 ROOF PANEL DRAWING-- SHEET 1 D99-053103-07A EDGE OF ROOF DEVIL SHEET -.SHEET 2 SUPPLEMENTING THE SPECIFIC ERECTION DRAWINGS LISTED ARE SEVERAL GENERAL ERECTION DRAWINGS CALLED 'PLANOGRAPHS. SEEEET-DRAWING MANIFEST FOR A COMPLETE LIST OF THESE THIS PPO.IECT 1!S 3"=V PROCLSSED BY TrE SOGTr�ER''� PEGIO_N G-0L-P FOR QCE-3- T TONS CONC_R `I7JVG YOUR ORDER. C L:_: II �110 - Q277- 1tzZ PROJECT MGR' EAI_ .SANfo r d •J-T �_— ?:VGiNE R: M* V-'e t oUe!-'T:(20`)791-5 70 ^a roLr-KS 'r':_20 )i°7—o•��7 REVISION N0. 2 � BUTLER MANUFACTURING COMPANY GENERAL OFFICES-KANSAS CITY, MISSOURI PRODUCT OF THE ORDER ENGINEERING SYSTEM FIELD WORK SUMMARY WALL SECONDARY FW0006 FIELD LOCATE HOLES IN EAVE STRUT FOR DOOR POST CONNECTION. FW0042 FIELD CUT AND LOCATE HOLES IN DOOR HEADER. FW0048 FIELD LOCATE HOLES IN DOOR POST. COVER DRAWING NOTES STANDARD NOTES: ' CD0001 ATTACH PATENT PLATE 007849 TO THE WEB OF AN INTERMEDIATE FRAME COLUMN AT EYE LEVEL. CD0002 PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING MANIFEST FOR POSSIBLE SUBSTITUTIONS.0 C00011 HIGH STRENGTH BOLTING: - ` CO PY ALL MGM STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE HI MkkG""'.a TO BE INSTALLED USING THE TURN -OF -THE -NUT METHOD SPECIFIED IN . THE NINTH EDITION OF THE-AISC 'SPECIFICATION -FOR STRUCTURAL ' JONTS USING ASTM A325 OR A490 BOLTS PER SECTION 8 D (1). A-325 oGLiS MAY BE INSTALLED W,THOUT WASHERS WHEN TIGHTENED BY THE TURN-OF-THE-NUr METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-3257 BOLT DRAWING 8-1080268 (GROUP 78-052-01). CDO013 IF THESE DRAWINGS ARE SEALED. THE SEAL APPLIES ONLY TO THE MAT ,uA S SUPPLIED BY BUTLER .MFG. CO. AND IS NOT INTENDED AS THE SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT. CDO017 LIATERL6 S ASTM DESIGNATION STRUCT PLATE I' & LESS A-529 FY= 55KSI GRADE 55 STRUCT PLATE OVER. - A-529 .. FY- 5OKSI GRADE 50 ' LIGHT GAGE/COLD, FORMED . A-607 . . FY= 6OKSI : GRADE 60 BRACE RODS 3/4 & LESS A-108 GRADE 101 BRACE RODS OVER 3/4 A-572 GRADE 50 OR GREATER HOT ROLLED Y01 •SHAPES A-36; A-572 FY= 36KSI: FY=50KSI . ROOF AND WALL PANELS A-446 GRADE*45 OR GREATER - BOLTS A-307 AND A-325 . . MUCH LOADS DEAD LOAD = 2.7 PSF + FRAME WT. ROOF LIVE LOAD 0 TO 200 SO. FT. . = 20 PSF 201 TO 600 SO. FT. = 16 PSF 201 TO 600 SQ. FT. = 12 PSF COLLATERAL LOAD = 3.0 PSF . ST. LUCIE CA�U BUILDING DIVISION BASIC WIND SPED = 110 MPH REVIEWED BUILDING USE CATEGORY = I FOR COM LI16 PEAK VELOCITY RELATED ACCELERATION AV = 0.05 REVIEWED BY PEAK ACCELERATION Aa = 0.05 SEISMIC HAZARD EXPOSURE GROUP = I DATE / - SEISMIC PERFORMANCE CATEGORY = B LANS AND PERMIT MUST BE KEPT ON JOB OR SOIL PROFILE TYPE ASSUMED = S3 NO INSPECTION WILL BE MADE BASIC STRUCTURAL /. EISMIC RESISTANT SYSTEM = STEEL MOMENT FRAME BASIC STRUCTURAL / SEISMIC RESISTANT SYSTEM = CONCENTRICALLY BRACED FRAME RESPONCE MODIFICATION FACTOR R = 4 1/2 MOMENT FRAME RESPONCE MODIFICATION FACTOR R = 5 CONCENTRICALLY BRACED FRAME DEFLECTION AMPLIFICATION FACTOR CD = 4 MOMENT FRAME DEFLECTION AMPLIFICATION FACTOR CD = 4 1/2 CONCENTRICALLY BRACED FRAME ANALYSIS PROCEDURE SECTION 1607.4 1994 EDITION OF THE SBC CODE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BDSTOCK CA S� -rl 10OX 10OX 16 LRST CHK: DATE: 10/08/99 RICHARD K DAVIS, CONST HARPETCO/GEM ELECTRI 20# LL + 3#CLL COVER DRAWING DRAWING NUMB R: REV. FT PIERCE, FL FT PIERCE, FL 110 MPH SBC 97 D ggN 3dlj., 00 00 EV �zl I LLI V 3'-6' 4 3 N 3 N .. . TANDARD NOTES, AB0007 GIVE TOP OF FOUNDATION A TROWEL FINISH. THE FOUNDATION MUST BE SQUARE, LEVEL, AND SMOOTH. AB0009 ANCHOR BOLTS MUST BE LOCATED BY MEANS OF A TEMPLATE. DO NOT HAND SET ANCHOR BOLTS. AB0010 ANCHOR BOLTS, NUTS AND WASHERS MUST BE ASTM TYPE A307. ABOO13 USE REINFORCING STEEL AS REQUIRED, PROVIDE FOR HORIZONTAL LOAD @l ANCHOR BOLTS. ABOO14 CAUTION u nin x"uu RIGID FRAMES HAVE BOTH HORIZONTAL AND VERTICAL REACTIONS ACTING AT THE BASE OF THE COLUMN. IN SOME CASES THE HORIZONTAL FORCE IS GREATER THAN THE VERTICAL A FOUNDATION DESIGNED FOR A CONVENTIONAL STRUCTURE WILL NOT BE SATISFACTORY. FAILURE TO MAKE ADEQUATE PROVISION FOR THE HORIZONTAL THRUST CAN RESULT IN FOUNDATION FAILURE. ABOO15 FOUNDATION DESIGN AND ANCHOR BOLTS, NUTS AND WASHERS ARE NOT FURNISHED BY BUTLER. PROPER EMBEDMENT LENGTH MUST BE DESIGNED BY FOUNDATION DESIGN ENGINEER. ABOO16 REFER -TO WALL PANEL ANCHOR BOLT DRAWING FOR SPECIFIC EDGE OF FOUNDATION DETAILS. ABOO17 THE SOLID BLACK O SYMBOL DESIGNATES A BRACED BAY OR SECTION. L UNIT 2 ANCHOR BOLT PLAN v F1111A o, BUILDER. PROJECT. BUILDING ORDER DESCRIPTION. DRAWING TITLE. DRW- EMHOLDER Ezm Q REVISION NO. 1 REVISION NO. 2 PRODUCT OF THE 100X100X16 MRST SPECIFIC CHK� DATE. 10/13/99 w Q DArEr DAM _� �® RICHARD K DAVIS, C❑NST HARPETC❑/GEM ELECTRI 20# LL + 3#CLL ANCHOR BOLT DRAWING NUMBER, REV. DR�VN BY. (SAWN BY. Q BUTLER MANUFACTURING COMPANY ORDER ENGINEERING FT PIERCE, FL FT PIERCE, FL 110 MPH SBC 97 DRAWING z SYSTEM ❑99-053103-01 00 CHECKED BY. CHECKED BY- w N 7 GENERAL OFFICES—KANSAS CITY. MISSOURI PART SCHEDULE I ] PART NAME PART NUMBER PART LENGTH FIELD WORK 40 INTERIOR COLUMN 024580 15'-2 1/32" 41 EXTERIOR COLUMN 024604 12'-8 11/32- 42 ROOF BEAM B24606 39'-11 27/32" 43 ROOF BEAM 824608 20'-0 7/32' 44 ROOF BEAM B24610 40'-0 23/32" 45 EXTERIOR COLUMN 824612 17'-5 17/32' 18 SPACES AT__- 2'-5 15/16' - 5 -0 1/16' _ — -- 2'-6 1/8- 3'-11 1/32' PURLIN 17 8 ..16 16 16 . - - 16 12 LOCATIONS Q Q 19 O 21 FLANGE gr IB e © C44 r12 BRACES J L43 __ A 1 /2 1 — E42 A .. - BOLTED CONNECTION -SCHEDULE Q OUANTITT BOLT NO. DESCRIPTION NUT NO. DETAIL A 08 097282 5/8X2-1/4 BOLT A325T 095233 B ' 04 097282 5/8X2-1/4 BOLT A325T 095233 _. _ , _ .... ..... A .. _ A N N OI ' o N E40 _ N E45 FLOOR 41 ] - LIHE' i n INT COL- 50'-0• 50'-0' FLANGE BRACE.SCHEDULE .� PART N0. FRONT/LEFT PART N0. REAR/RIGHT DIM. 'T' DETAIL FIELD WORK 8 005650 005650 2'-4 1/2" CO0.3 9 005656 2'-10 1/2" C002 , 12 005668 1'-4 1/2' CO25 14 005673 2'-4 1/2- C007 16 005679 2'-4 1/2- : C002 IT 005683 2'-4 1/2" C002 ' IS 005725 3'-4 1/2" C001 19 005725 3'-10 1/2": C002 20 005727 3'-10"1/2` C002 21 005742 2'-4 1/2'. . .0002 . SW A. E UNIT :a FRAME ELEVATION AT GRID 7 STANDARD NOTES- ' - IF0001 ALL HIGH STRENGTH BOLTS ARE A-325-T WITH HEAVY HEX NUTS AND ARE 'TO•BE INSTALLED USING THE 'TURN -OF -THE -NUT- METHOD SPECIFIED IN .. THE NINTH EDITION OF THE AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS- PER SECTION 8 D (1).. _ A-325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE 'TURN -OF -THE -NUT' METHOD. 17 IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS. SEE INSTALLATION OF A-325T BOLT DRAWING 1080268 (GROUP 78-052-01). REVISION NO. I WE- ONAYN BT CKCNEB BY- - REVISION NO. 2 BUTLER MANUFACTURING COMPANY GENERAL OFFICES-KANSAS CITY, MISSOURI PRODUCT OF THE �O ORDER ENGINEERING SYSTEM BUILDER: PROJECT- BUILDING ORDER DESCRIPTION- DRAWING TITLE- DRW- BDSTOCKS Q 5 RICHARD K DAVIS, CONST FT PIERCE. FL 100X100X16 MRST HARPETCO/GEM ELECTR I 20u LL + 39CLL FT PIERCE. FL 110 MPH SBC 97 CROSS SECTION ERECTION DRAWING ]D99-053103-02 c"K' DATE- 10/13/99 eT. oar. DRAWING NUMBER: REV. 00 r NOT ALL SECTION TYPES SHOWN MAY APPLY TO THIS ORDER. TOP / OUTSIDE TOP / OUTSIDE WIDTH DIAMETER , FLANGE FLANGE x x a d s VEI JTM'�INESS WALL THICKNESS TICKNESS o WALL THICKNESS << a L -� BOTTOM / INSIDE -_--- - BOTTOM / ULSIDE FI ANGF - FLANGE FRAME DESIGN INFORMATION FRAME DESIGN INFORMATION (cont.) F DESCRIPTION PART DESCRIPTION TOP FLANGE - 6' X .180. - - EW TOP FLANGE 5' X .250' BOTTOM WEB PART ._ ORNER FLANGE -6' X .'180' B24628 POS 168-3 BOTTOM FLANGE - 5' X :250' THICKNESS .I40' WEB THICKNESS - .I40' DEPTH - VARIES 10 3/4' TO 20 3/47 PART DEPTH - 12' ROOF TOP BEAM 824606 BOTTOM 479-7 WEB FLANGE • 6- X .2oU- FLANGE - 6' X .250' - - THICKNESS - .I60' - LOW END TO 19'-II 3/8' FROM .140' - 19'-11 3/8' FROM LOW END TO LOW EI® HIGH END PART DEPTH VARIES 29' TO ROOF TOP BEAM 824608 BOTTOM 240-2 WEB PART FLANGE 6' X .250' - - FLANGE d 6' X .313' THICKNESS - .I60' DEPTH • VARIES 24' TO '23' TO 20' ROOF TOP FLANGE - 6' X .250' BEAM BOTTOM FLANGE 6' X .250' .B24610 480-6 . WEB PART THICKNESS = .140' DEPTH 20' ' ID- " TOP FLANGE 5' X .256' ANOPY. BEA BOTTOM -61006Z FLANGE - 5- X- .250- ' WEB . THICKNESS'_ .140' PART DEPTH - 9 7/8- TO 14 7/8' INTERIOR TOP COLUMN B24580 FLANGE - 5 1/4' X .330' BOTTOM FLANGE 5 1/4- X .330- ' 182-0 WEB THICKNESS =• .230' .W8X18• PART DEPTH - 8 1/8' EXTERIOR TOP FLANGE - 6' X .250' COLUMN B24604 BOTTOM FLANGE • 6- X .250- ' . 152-3 WEB THICKNESS = .140- PART DEPTH - 8' TO 28' EXTERIOR TOP FLANGE = 6' X .256' COLUMN B24612 80TTOM"FLANGE - 6' X .250' 209-4 _ _ - WEB THICKNESS =' .140' PART DEPTH - 8' TO 16' EW. TOP FLANGE = 5- X .250' ORNER POS B24614 BOTTOM FLANGE - 5- X .250' 217-5 WEB THICKNESS = .140' PART DEPTH 12' EW TOP FLANGE = 5' X .250' ROOF BEAM B24616 BOTTOM FLANGE - 5- X .250- 360-1 WEB THICKNESS = .140- - LOW END TO 20'-0 1/8' FROM • .I60' - 20'-0 1/6' FROM LOW END TO LOW END HIGH END PART DEPTH = 12' EW TOP FLANGE 5' X .250- NTERM 824618 BOTTOM FLANGE = 5- X .250' 205-2 WEB THICKNESS - .140- PART DEPTH = 12- EW TOP FLANGE 5- X .250- ROOF BEAM B24620 BOTTOM FLANGE = 5' X .250' 420-3 WEB THICKNESS - .140- =M PART DEPTH = 12- EW TOP FLANGE - 5' X .250- NTERM BOTTOM FLANGE = 5' X .250' 824622 192-6 WEB THICKNESS - .140- PART DEPTH 12' EW TOP FLANGE 5- X .250' ROOF BEAM BOTTOM FLANGE = 5- X .250- B2462a 420-2 WEB THICKNESS - .140- PART DEPTH = 12- EW TOP FLANGE - 5' X .250- NTERM POS ( 824626 BOTTOM FLANGE = 5- X .250' I80-2 WEB THICKNESS = .140' PART DEPTH = 8- DIMENSION Y ROOF BEAM DIMENSION T ROOF BEAM FLANGE BRACE FLANGE BRACE USE (2) 1/2' X 1 1/4- USE (2) 1/2' x 1 1/4' HEX. BOLT (095085) AND HEX. BOLT (095085) AND 1/2' HEX. NUT (095032) _ 1/2' HEX. NUT (095032) DETAIL C001 SINGLE FLANGE BRACE CONNECTION.. DETAIL C002 SINGLE FLANGE BRACE CONNECTION USE FIRST HOLE AT PURLIN CONNECTION USE SECOND HOLE AT PURLIN CONNECTION DIMENSION Y DIMENSION Y BEND OUT _ �FLANCE BRACE ROOF BEAM PURLIN .GIRT w ) c . rn ---=----- ------ +�� SIDEWALL COLUMN. DIMENSION T •' BEND- UP BEND UP FLANGE BRACE ., FLANGE BRACE .. USE (4) 1/2' X 1 1/4' USE (2) 1/2' X 1 1/4' HEX. BOLT AO95085) AND HEX. BOLj (095085) AND . 1/2' HEX. NUT (09S032) 1/2. HE%. NUT (095032) DETAIL.0003 DOUBLE FLANGE BRACE CONNECTION DETAIL C007 SINGLE FLANGE BRACE CONNECTION USE FIRST HOLE AT PURLIN CONNECTION USE FIRST HOLE AT SIDEWALL GIRT CONNECTION DIMENSION Y DIMENSION Y ROOF BEAR � ROOF BEAR ----- 1 \ 1 \ PURLIN \ PURLIN BEND.DOWN ♦ BEND DOWN \ FLANGE BRACE 11 NOTE- PRE -BEND FLANGE FLANGE BRACE 1 \ NOTE• PRE -BEND FLANGE SEE NOTE - BRACE TO CLEAR SEE NOTE BRACE TO CLEAR TOP FLANGE OF TOP FLANGE OF ROOF BEAM. ROOF BEAM. USE (2) 1/2' X 1 1/4- USE (2) 1/2' X 1 1/4- HEX. BOLT (0j085) AND HEX. BOLT (095085) AND 1/2' HEX. NUT (095032) 1/2-HEX. NUT (095032) DETAIL CO25 SINGLE FLANGE BRACE CONNECTION DETAIL CO26 SINGLE FLANGE BRACE CONNECTION USE FIRST HOLE AT PURLIN CONNECTION USE SECOND HOLE AT PURLIN CONNECTION ROOF BEAM OR VERTICAL SPLICE COLUMN CANOPY BEAM USE (10) 5/8' % 2 1/4' A325T \/ HE -STRENGTH BOLT '097282) AND 5/8' HEAVY HEX. NUT (095233) DETAIL C320 CANOPY BEAM CONNECTION REVISION N0. I REVISION N0. 2 PRODUCT OF THE BUILDER, PROJECT. BUILDING ORDER DESCRIPTION. DRAWING TITLE, DRW. BDSTOCKS IOIIT192 Cn �G? �nJ� IOOXIOOX16 MRST CROSS SECTION CHK. DATE- 10/13/99 BY. BUTLER MANUFACTURING �O LF K DAV I S. CONST HARPETCO/GEM ELECTR [ 20k LL + 3>rCLL ERECTION DRAWING DRAWING NUM REV, COMPANY ORDER ENGINEERINGPIERCE. FL FT PIERCE. FL 110 MPH SBC 97 DETAIL SHEET 0 Br. GENERAL OFFICES-KANSAS CITY, MISSOURI SYSTEM D 9 9- 0 5 3 1 03 0 2 D DO s ROD NUT WASHERS ROD NUT 'WASHER NUT 6 WASHER CORNER POST - ' D I A. A 8 . C SEE CHART* 1/2- 095032 095133 095165 020821 1/2' 095032 095133 EXISTING FIELD I5/16' % 2' SLOT SLOT 095231 095248 095165 020821 5/8' 095231 095298 ENDWALL ROD EYEBOLT CLIP (543364) 3/4' 095235 095264 095948 020822 ' BEVEL WASHER CONNECTION 7 /8' 095237 095264 695948 020822 SEE DETAIL IBOOII BRACE RO EYEBOLT \ 6` (0I86047 ... ., POST ". NUT '2 0. - A WASHER CONNECTING STEEL B MASHER' - CORNER ' WASHER EYEBOLT POST (095298) CONNECTION \ SLOT SEE DETAIL ENDWALL C WASHER CONNECTING STEEL 6003 USE (4) 5/8' % 1 1/2' EYEBOLT ROD (BEVEL WASHER) A325T HI -STRENGTH BOLT CONNECTION - USE (4) 5/8' X 1 1/2' A325T (097281) HEX. NUT AND 5/8' (095233) HVY. SEE DETAIL - 5/8' HEAVY HEX. BOLT (097285)AND EYEBOLT CLIP liBo0u0w3I� BRACE ROD NUT (095233) 5/8STRENGTH 5/8' HEAVY HEX. NUT (095233) (543364) ( •'�/// LOWER EYEBOLT CONNECTION DETAIL B102 UPPER EYEBOLT CONNECTION DETAIL 8127 LOWER BRACING CONNECTION TYPICAL BEVEL WASHER CONK. DETAIL 8003 TYPICAL EYEBOLT CONNECTION DETAIL 0100 BRACED EY AT CORNER POST BRACED EW AT CORNER POST BRACED EW AT INTERMEDIATE POST DETAIL BOOI ENDWALL - 'ROOF BEAM USE (4) 5/8' % 1 1/2' A325T HI -STRENGTH BOLT ' (097281) AND 5/8' HVY. - HEX. NUT (095233) EMBOLI CLIP m - ' (543364) EYEBOLT I INTERMEDIATE - - CONNECTION ENDWALL • ETAIL 00 POST . 'ENDWALL .. - ROD UPPER EYEBOLT CONNECTION DETAIL BIBS TO ENDWALL ROOF BEAM REVISION NO- I DATE- BRAUN BY• CHECKED BY - REVISION NO. 2 BUILDER• PROJECT. BUILDING ORDER DESCRIPTION. DRAWING TITLE- DRW. BDSTOCKS s PRODUCT OF THE � 1 OOX 1 OOX 1 6 MRST CHK. DATE- 10/13/99 � �O RI CHARD K DAVIS, CONST HARPETCO/GEM ELECTR I 20# LL + 3#CLL WIND BRACING DRAWING NUMBER, ID99-05-151103-03A REV. B7' BUTLER MANUFACTURING COMPANY ORDER ENGINEERING FT PIERCE, FL FT PIERCE. FL 110 MPH SBC 97 DETAIL SHEET 100 SYSTEM D BY. GENERAL OFFICES-KANSAS CITY, MISSOUR! a O 0 A 0 m EW FIELD WORK EAVE STRUT LE CONNECTION AS REQUIRED. Ft24 �• % F107 _ FI07 % F107 I % F107 b 1 b • I g F107 7 F107 .. 9 F107 I 9 ^ 9 F107 I s �b �S b S F107 F1o7 F107 ' El F107 ' . I F107 FID7 I bF107 N F107 1 I F107 F107 I I F107 F107 i12� 3 y � N W Vl Z O O � W N EW I. rnr I Eu, I E23 r I i107 I i1w I F107 FS7 n - 1223 1233 F107 FIw F107 F257 ZZ3 223 23 I i107 I Fiw .' I F107 fa7 I n i 22 237� i107 Ftw i107 iD7 F107 22 F1w 22 i107 23 L737 2s, _ Flo? 22 Ftw 22 f107 .� 1 i107 22 Ftw T2 F107 - 3 I I 1 23 Fi i107 22 w 22 F107 i237 ' i107 22 22 I. F707 I y_ I F107 22 itw 22 � 9 I G107 22 I Fiw 22 I i107 23 F237 51 F107 22 I ilw 22 F107 23 F757 S3 F107 22 F1w 22 F107 23 F257 I I 093 F107 22 F1w 22 F107 23 F237 FI07 22 Ftw 22 F107 73 i'37 I I 23 � F107 22 Flw 22 F107 F237 F107 Fiw i107 F257 123 ?9 1 29 9: P12s fl2a Ft24 UNIT 1 ROOF SECONDARY STRUCTURAL FRAMING PLAN N 13/1 O PART SCHEDULE [ ] QTY PART NAME PART NUMBER PART LENGTH WORK 22 42 PURUN GIRT 0530869 323-4 26'-11 1 2 23 21 PURUN GIRT 0530870 323-4 26-11 1 26 1 EAVE STRUT 0540500 299-4 24-11 1 27 1 EAVE STRUT 0540500 299-4 24'-11 1 28 3 EAVE STRUT 0540539 299-4 24'-11 1/2 29 3 EAVE STRUT 10540541 299-4 24'-11 1/2" 54 B PURUN GIRT 0530872 311-4 25'-11 1 2 91 I EAVE STRUT 0540500 323-4 26'-It 1/2 92 1 EAVE STRUT 0540541 323-4 26'-11 1 2- 99 21I PURUN GIRT 10530870 371-4 30'-11 1 2" PURLIN BRACE LOCATION SCHEDULE BETWEEN GRIDS LOCATION DETAIL BRACE SECTION DIM. 'Er RIDGE BRACE TOP BOTTOM 6 AND 7 F307 (3) & -0- 6'-10 1/Y (0) 7 AND 8 F307 (3) B -0- 6'-10 I/T (0) 8 AND 9 F307 (3) B -0- 6'-10 1/Y (0) 9 AND 10 F307 (3) B -0- 6'-10 1/7' (0) STANDARD NOTES: - RS0002 REFER TO DRAWING B-1080945 FOR PURLIN BRACE PART NUMBERS AND TYPICAL WSULLATION FOR SLOPE LESS THAN OR EQUAL TO 0.75:12. RS0005 REFER TO DRAWING C-105504 FOR CONNECTING ROOF STRUCTURALS TO 'THE ADJACENT BUILDING. . REVISION N0. 1 REVISION N0. 2 Q(�6QGQ PRODUCT OF THE BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE DRW: BDSTOCKS tl U $1�1 11 100X100X16 MRST ROOF CHK: DATE: 10/13/99 DATE wte DRAWING NUMBER: D 99-053103-04 REV. 00 DRAWN Br: ICHECXED IN: DRAWN BY; ICHEO(ED ar: BUTLER M A N U F A C T U R I N G C 0 M P A N Y GENERAL OFFICES-KANSRS CITY. MISSOURI �® ORDER ENGINEERING SYSTEM RICHARD K DAVIS, CONST FT PIERCE, FL HARPETCO/GEM ELECTRI FT PIERCE, FL 20# LL + 3#CLL 110 MPH SBC 97 SECONDARY STRUCTURAL FRAMING PLAN FLANGE_ 7— \- 4 m UP a RADIU c THICKNESS C — SECTION DESIGN INFORMATION PART DEPTH FLANGE UP ' THICKNESS RADIUS EAVE STRUT 540499 299-4 jr 3 1/2*13/g 09G 5/16' EAVE STRUT'540500 323-4 T 3 1/Y 1 3/8' .113' 5/16' SAVE STRUT 540539 299-4 g 3 1/Y 1 1/4 .077 5/16' SAVE STRUT 540541 299-4 T 3 1/2' 1 1/4' .077 5/16' EAVE STRUT 540541 323-4 8' 3 1/Y 1 3/8 .113' 5/16' . FLANGE RADIUS a c THCKNESS = SECTION DESIGN INFORMATION ' ART. VPURUN./ DEPTH FLANGE. UP THICKNESS RADIUS 530869 323-4 8' 2 5/Ir i/16' .067 1/4530870 323-4 87 2 5/9' 1 1/8' .08Y1/4' 530872 311-4 - 8' 2 5/8' 1 1/8• .11-T 1/4' PURUN / GIRT 530870 371-4 8' 2 5/8' 1 1/8• .082' ' VIC o ■ m W N PURUN (SIMPLE $PAN, CONTINUOUS CUP PURUN (543029) ROOF BEAM / ' li/ ROOF BI 1 (41 1/2 HE(g) BOLT (0llr95083)1/ � 1 /2' HEX. NUT USE X 1 1/4 HIX. BOLT (095085) AND D (0950.T2, 1/Y HEX NIT (09503 DETAIL F101 SIMPLE SPAN PURUN CONNECTION DETAIL F104 C USE ((2) 5/tt X 1 1 Y A325T HI-SIREIIGLH BOLT ( 7281)) AND HEAVY HEX. NUT (095133) - pBRACE �) STRU 3ENA SPAN PUR LOCATION - DETAIL F128 EAVE STRUT CONN. TO ENDWALL FRAME DETAIL F152 "Tap PURUN I DIMENSION 'B' DIM x ' Ar U CONTINUOUS PURUN ROOF BEA EAVE STRUT I USE (21 5"" X 1 1 Y UI US CTH BOLT ( 1281 AND 5/8' U HEX. NUT (095 33) I- /- EAVE STRUT V inmous USE (6 1/Y X 1 1/4 HOC. $OUT (095085) AND 2' HIX. NUi CONIINUg15 ' �I / —ROOF BEAM OR II\VIIIIIIr/ VERTICAL SPLICE COLUMN (09 2) PURUN IECTION CONTINUOUS SPAN PURUN CONNECTION DETAIL F107 END BAY LOCATION - S PURUN DETAIL F124 EA S//TRUT CONN. TO INTERM: FRAME ((VE HIESfRjNg BOLT (697281))25AND 5/87 HEAVY HIX. NUT (095233) i ♦ '1 EAVE STRUT PURLIN CUP /(5543029) A V j . - ROOF BEAM URLBI USE (3 1/Y X 11/4 E)L B T (09 AND ROOF BEAM HDL �) 32) DETAIL F175 I SGL. SIMPLE SPAN PURUN CONNECTION DETAIL F180 SAVE STRUT CONN. TO INTERM. FRAME PURUN ,I i TOP OF CUP (543029) ROOF BEAMAl/2- ---------------------- -- SEE DETAIL SEE DETAILFl52 F152(4 1/Y X 1 1/4' $OLT ( 995085) AND HEX. NUf (095032) DETAIL F257 I PURUN CONNECTION TO EW ROOF BEAM DETAIL F307 PURUN BRACE LAYOUT (3) ROWS TOP - (0) ROWS BOTTOM REVISION NO. I REVISION NO. 2 MrE: DHArHBr: er. QN�( d�Q BUTLER MRNUFRCTURINGC0MPANY GENERRL OFFICES-KANSAS CITY. MISSOURISYSTEM PRODUCT OF THE ��® ORDER ENGINEERING BUILDER: RICHARD K DAVIS, CONST FT PIERCE, FL PROJECT: BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BDSTOCKS III §Egm to HARPETCO/GEM ELECTRI FT PIERCE, FL 100X100X16 MRST 20# LL + 3#CLL 110 MPH SBC 97 ROOF SECONDARY STRUCTURAL DETAIL SHEETCHECKED DATE: 10/13/99 CHK:7NUMMER: DRAWI D93103-04A REV. 00 ., V FLANGE� 4UP RADIUS F—FTHICKNESS C — SECTION DESIGN INFORMATION PART DEAfFLANGEUP THICKNESS RADIUS DOOR HEADER 580273 3/47 .06Y 5/16'DOOR POST 580251 7/8' .082' 5/16' FLANGE� A RADIUS a c THICKNESS Z — SECTION • DESIGN INFORMATION PART • DEPTH THICKNESS RADIUS DOOR GIRT 550317 032-0 Er ' .060' 1/4'DOOR GIRT 550317 038-0 ✓i' CFLANCEI- 4 .061Y 1/4'DOOR GIRT 550328 072-6 8'• a'.08Y 1/4'PURUN / GIRT 530872 150-6 W 6..113, 1/4' PURLIN / GIRT 530872 323-4 8' 8" .115 I/4 PURUN / GIRT 530872 347-4 8' 2 5/8' 11 1/8' .113' _ 1/4' O 0 m rn � I e ' o tEAVE STRUT F1 7 ,� s (5U8P0118) —DOOR POST JDCATE FAVE STRUT STRUT �p 4 HE �blT/(095085))1/ D 1/Y MD. NUT (095032) CUP (((580132) r.I THIN HD 180LT (096636) AND e 1/2' HELL NUT (095032) DOOR �•. `� (580118) �`'`DOOR lV1/.y HEADER WIDTH USE `) •1/Y X 1 ))1/4 EX.1/2' 4'ZP '4� DOOR POST HEX. tM 09503) DETAIL D001 DOOR POST TO BOTTOM OF EAVE STRUT DETAIL D006 DOOR HEADER TO DOOR POST TOP MEMBER ' LL COLUMN COLUMN OR ENOWALL POST r u K O GTRTS ..I 1{ GIRT • ; t�J ]}J . '1 c____ «� I 1 • FLUSH TO ., 1/4 MAX. OUT �_ 11 I ' I; J 4 1 S.W. OR E.W. ANGLE tz-ANGL L INT. BAY OR 1•-10 1 Y .10 1 Y ENO BAY OR SECTION 'END SECTION BlDG. 1YIDTH � ' INT. SECTION i . FRAME. OR LENGTH ' USE (6) I ff X t 1/4 HEX. LT (IN 5190 1/2' HEX. NUT (09 2) CORRECT ALIGNMENT MIS-AUGNMENT (AVOID THESE CONDITIONS) Sr DOOR POST " •1�y c`, 4,ie `1 . 1 CUP (543316) DETAIL D032 I DOOR POST B.A� SIDEWALL E I 3 USE (3� 1/Y X 1 1/c THIN ent BBOOLT (096636) a AND 1 /2' MEX. NUi (095012) F3/4• NUTS T BY BUG) USE X HEX. BOIT/(09-90 1/2'HEX. NUT SIDEWALL GIRT OR DOOR GIRT FIELD (2) 9/16-HOLES O 3 GA. IN DOOR GIRT AS REQUIRED , COLUMN •1 < 1 ; e p b o 1 Z 1 W el DETAIL G004 CONTINUOUS SPAN GIRT CONNECTION DETAIL G047 SECONDARY STRUCTURAL ALIGNMENT DETAIL G261 Ii SW GIRT TO H-SECTION CUHNEH PU51 END BAY OR SECTION LOCATION G' SETBACK ENOWALL FIELD (2) 9/16 HOLES IN THE DOOR SIDE GIRT FOR THE LAP CONNECTION _ DOOR POST COLUMN OR DOOR POST 3 ENDWALL POST GVtT GIRT GIRT = 1 /Y X 1 1/4' o . _ _--_-____- it9N )fl. BOIT .(096636) ______-__-*--______- -� GIRTS 1 AND 1 Y HEX. NUT o i --- I -- -- c pGl I (0950�2) W o , W VI 1 1 1 N 1 HOLES I, I. . I 1 CUP (543399) CUP (543399) CUP LEG (5443,1398) 1 HERE. (ALT (095085)1/AND LEG DOWN LEG WWI'1 .1 SIDEWALL OR ENDWALL 1/2' HEX. NUT (095032) BAY WITH DOOR 10 1 Y 10 1 Y INTERM. BAY. SECTION ECT. LOCATION , SECT. LOCATION USE (6) I/Y X 1 1/4" FRAME HELL BOLT (095085AND USE (6) t/Y x 1 ))1/4' 1/Y HEX. (NM(IN2) 'Jjj1HEX./2' HELT X N09 UT (051AD DETAIL G281 8' SINGLE GIRT TO DOOR POST CONN. DETAIL G282 I 8' DOUBLE GIRT TO DOOR POST CONN. DETAIL G284 CONTINUOUS SPAN GIRT CONNECTION FOR A DOOR ON THE LEFT HAND SIDE OF FRAME REVISION NO. 1 REVISION NO. 2 DOOR HEADER LENGTH DOOR POST LENGTH •� 'g BOTTOM OF 1 Ile J DOOR j i O o SCRAP W O J < ----------- --------- }------- -yam_ 1 OUTSIDE FLANGE ^ �m _ FNJSCE DOOR HEADER DOOR POST NOTES: NOTES: 1. FIELD CUT DOOR HEADER AND LOCATE 9/16 DYL HOLES 1, FIELD LOCATE HOLES AS SHOWN. AS SHOWN. 2. SEE 'FIELD WORK SCHEDULE FOR DIMENSIONS. 2. SEE 'FIELD WORK SCHEDULE FOR DIMENSIONS. DETAIL X026 FIELD WORK DOOR HEADER DETAIL X040 FIELD WORK DOOR POST BUILDER: PROJECT: PRODUCT OF THE �dQQ 1_�!59wff® RICHARD K DAMS, CONST HARPETCO/GEM ELECTRI BUTLER MANUFACTURING COMPANY ORDER ENGINEERING FT PIERCE, FL FT PIERCE, FL GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM DETAIL G003 SIDEWALL COLUMN OR ENDWALL POST GIRTS Li I. I I SIDEWALL OR ENUWALL 10 t 2' wrERM. BAY. SECTION SECT. LOCATION FRAME r USE (61 1/Y x t )1/4 1/2' HEX. NUFS (0 1 AND 'DOOR. POST . () GIRT TTHIIN )120. 1��7 (09663s) 1 --------- AND 1/x HEX. NUT opw (095032) t W S -- — USE (�2)blt/Y X~t~Ile GP S54I� 98). 1 Y MEX. NUTS ( 5095030 DETAIL G280 I 9- SINGLE GIRT TO DOOR POST CONN. FIELD (21 3' 16' CLAW ' MOLE$3 LI/2'GAXGE 14. N GIRT UM5EX B T (895085)D f Y HEX_ NUT (09 32) COLUMN GIRT ------------- -------- � a < 0 0 W N DETAIL G320 BETWEEN ADJ/uCENi DOORS y BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRW: BDSTOCKS ,S 10OX10OX16 MRST WALL SECONDARY CHK: DATE: 10/13/99 20# LL + 3#CLL STRUCTURAL ELEVATION DRAWING NUMBER: REV. 110 MPH SBC 97 DETAIL SHEET p 99-053103-05C 00 1 I n I I — 1 I F[ELD. lkALL F 25'-0' (TYP) 25'-0- 25'-0" too*-D- RIGHT SIDEWALL PANELING ELEVATION AT GRID E. LEFT SIDEWALL PANELING ELEVATION AT GRID A WALL PANEL SCHEDULE PART UHBER EXT. UFF.UFF27095 1NT. LENGTH DESCRIPTION q 106 043-3 BRII HDR SO BIRCH WH 27162 106 188-2 BRII SO BIRCH WH 27162 106 238-2 BRII SO BIRCH WH STANDARD NOTES• WP0010 WP0014 WP0019 ..- -- •-- --"- -- - WP0028 WP0030 WP0075 INSTALL OVERHEAD DOOR TRIM FOR BRII WALL PANELS PER DRAWING 104219 BRII WALL PANEL -TO -PANEL FASTENERS ARE 097364 (1/4 X 3/4 T=30 TORX SELF DRILLING SCREW). BRII WALL PANEL -TO -STRUCTURAL TOP/BASE FASTENERS ARE 097361 (I1/32 X 7/8 T-45 TORX SCRUBOLT). FOR GENERAL BRII WALL PNL INFO. REFER 70 THE FOLLOWING DWGS 104217 - GENERAL PANELING INFORMATION 105017 - INSULATION AT TOP OF WALL-SIDEWALL 105018 - INSULATION AT TOP OF WALL-ENDWALL 1080854 - WALL PANEL LENGTH CALCULATIONS 1080873 - GENERAL INSTALLATION TORX FASTENERS THE DIRECTION OF ERECTION FOR BUTLERIB Il WALL PANEL IS LEFT -TO -RIGHT. IMPORTANT APPEARANCE ITEM FIELD TRIM'INSULATION SO'THAT THERE IS MAXIMUM OF 3' THICKNESS BETWEEN STRUCTURALS AND FLAT SURFACE OF WALL PANEL. WHEN -TRIMMING INSULATION. BE CAREFUL NOT TO CUT VAPOR RETARDER. BRII WALL PANEL -TO -GIRT FASTENERS ARE 097361 (11/32 X 7/8 T-45 TORX SCRUBOLT). ' UNPUNCHED DOOR SIDE GIRT6 REQUIRE FIELD DRILLED 5/I6" HOLES. BUILDER- PROJECT- BUILDING ORDER DESCRIPTION• DRAWING TITLE, ORW- BDSTOCKS 10 NO. 1 REVISION NO. 2 PRODUCT OF THE CHK DATE• 10/13/99 Q 100Xi00X16 MRST W87- FOATE, RICHARD K DAVIS. CONST HARPETCO/GEM ELECTRI 20tt LL + 3#CLL WALL PANEL DRAWING NUHBER• REV. Br. BUTLER MRNUFHCTURINGOD COMPANY ORDER ENGINEERING FT PIERCE. FL FT PIERCE. FL 110 MPH SBC 97 AW NG D 9 9 — 0 5 31 0 3 — 0 6 0 0 NEB er. GENERAL OFFICES -KANSAS CITY, MI SSOUR[ (p (D (P 9� 1D F R❑❑F PANEL SCHEDULE ID PART NUMBER . LENGTH DESCRIPTION HOLE TO HOLE R1 560104 643 186-2 MR24 SPLICE PANEL ALZN 15-0 5/32' R2 560104 643 426-3 MR24 SPLICE PANEL ALZN 35-0 3/8' R3 560105 643 319-1 MR24 EAVE PANEL ALZN 25'-11 1/32' R4 560105 643 379-1 MR24 EAVE PANEL ALZN 3W-11 3/32' R5 560105 643 439-1 MR24 SAVE PANEL ALZN 35'-11 5/32' R6 I 56MOS 643 499-2 MR24 EAVE PANEL ALZN 40'-n 3/16' 56MS 643 178-5 IM4 EAVE PANEL ALZN 13'-10 5/8' 56CUS 643 358-6 MR24 EAVE PANEL ALZN 28'-10 25/32' I 56OUS 643 418-7 MR24 EAVE PANEL ALZN 33'-10 27/3V 560119 643 296-6 MR24 EAVE PANEL ALZN. 23'-10 23/32' 560119 1643 416-7 MR24 EAVE PANEL ALZN 33'-10 27/32' R12 560119 643 476-7 MR24 EAVE PANEL ALZN 38'-10 7/8' R13 560413 390 MR24 LITEEPANL 10'-0 3/32' STANDARD NOTES- RP0031 REFER TO GENERAL ROOF INDEX BRAVING 108UII FOR ADDITIONAL ERECTION DRAWING REQUIREMENTS. REFER TO DRAWING 1080876 AND/OR 10=77 WHEN FIELD WORK IS REGUBZED FOR VARIABLE-VIDTH ROOF PANELS. RP0038 V A R N I N G PANELS WITH PROTECTIVE OIL COATING ARE SLIPPERY. PROCEED WITH CAUTION. WIPE CLEAN IF NECESSARY. RP0046 PANEL CLIP FASTENERS USE �vm��nm CONNECTIONS. OLLT 097196 CGREEN 3/8 X D FOR PANEL CLIP-TO-PURLIN RP0054 DIRECTION OF ERECTION FOR MR-24 PANELS ON LEFT SLOPE IS FRONT TO REAR OF ROOF SURFACE RP0062 ROOF PANELS MUST BE ATTACHED TO ALL ROOF STRUCTURALS TO INSURE THE STRUCTURAL INTEGRITY OF THE ROOF. THIS INCLUDES ALL PURLINS ADDED FOR SPECIFIC LOADING CONDITIONS, ETC. ENOUGH PANEL -TO -STRUCTURAL FASTENERS, CLIPS (IF MR-24/CMR-24) HAVE BEEN FURNISHED FOR ALL R00F STRUCTURALS. RP0073 HOIE TO HOLE DIMENSION IN THE ROOF PANEL SCHEDULE IS NORMALLY THE DISTANCE BETWEEN THE STRUCTUAL ATTACHMENTS AT EACH END OF ROOF PANEL (SEE DVG OOOOOD. THIS MAY NOT BE TRUE FOR'CUSTOM PANEL CONDITIONS. USE SEAM REINFORCEMENT CLIPS (560612) IN 12'-6')25'-0' CORNER 13' ROOF AREA. SEE PLANOGRAPH 108095L n n • W T �O T .A H S La D ' � I ^ 1 �L \vtJ 25'-0' L m D O PROJECT, BUILDING ORDER DESCRIPTION, DRAWING TITLE- BRV- BDSTOCKS S REVISION N0. 1 REVISION NO. 2 �Q PRODUCT OF THE 10OX10OX16 MRST �' DATES 10/13/99 Co DAM Derr, BRAVING NUMBER, REV. BUTLER M A N U F A C T U R I N G ��® ORDER ENGINEERING RICHARD K DAVIS, CONST FT PIERCE, FL HARPETC❑/GEM ELECTRI FT PIERCE, FL 20# LL + 3#CLL 110 MPH SBC 97 ROOF PANEL DRAWING c Daevd Br, nxevn Bn Z COMPANY GENERAL OFFICES-KANSAS CITY. MISSOURI SYSTEM D99-053103-07 00 w CFiEO(ED BY, y aEo�n