3003 W CASINO RD BLDG 45-62 2019-07-16

DRAWING INDEX DRAWING RELEASE HISTORY GENERAL NOTES DRAWING TITLE PAGES TYPE DATE DESCRIPTION MATERIALS ASTM DESIGNATION 1\/ / Cover Sheet Approval Drawings 12/28/2015 FOR APPROVAL-NOT FOR CONSTRUCTION 3 PLATE WELDED SECTIONS ASzs,A572,A1o11;A1018 GRADE 55 COLD FORMED LIGHT GAGE SHAPES A653,A1011 GRADE 60 Notes Anchor Rod Plan Anchors For Construction 02/16/2016 FOR CONSTRUCTION Final Drawings 02/22/2016 FOR CONSTRUCTION BRACE RODS A572,A510 GRADE 50 HOT ROLLED MILL SHAPES A36,A529,A572,A588,A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529,A572,A588,A992 GRADE 50 ® HOLLOW STRUCTURAL SECTION(HSS) A500 GRADE B Primary Structural CLADDING A653,A792 GRADE 50 OR GRADE 80 VP BUILDINGS Secondary Structural HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS ,F VARCO PRUDEN Covering — IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE Special Drawings REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE a division of BlueScope Buildings North America,Inc. Standard Erection Details THE BOLT TIGHTNESS(I.E.-SNUG TIGHT OR PRE-TENSION)UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR CONTACT. Planograph Details ALL A490 BOLTS SHALL BE"PRE-TENSIONED".A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE "SNUG-TIGHT" EXCEPT AS FOLLOWS; PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION,IMPACT,OR STRESS p.LLF'N REVERSALS ON CONNECTIONS. 0� wn 8'�f�" 1�. - DPESIGN CATEGORY D-TENSION A325 OE OR F.LTS IF OCATED IN SEE CODESIGH SEISMIC AND LOADS SECTION IION BELOW S.FOR IBC OR DETAILSED . HIGH SEISMIC IS V 0.- - ++ A Q - - PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC.SLIP CRITICAL(SC)CONNECTIONS MUST BE FREE OF PAINT, re iii z },' OIL,OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES _ ARE ACCEPTABLE. 4r /,Air � � IN CANADA ALL A325 AND A490 BOLTS SHALL BE"PRE-TENSIONED",EXCEPT FOR SECONDARY MEMBERS AND FLANGE 0 ♦f x.47 •R{CO <Ct '/ \ BRACES #' j�� _�� - SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS"SNUG TIGHTENED"UNLESS INDICATED OTHERWISE IN. 'OVALAir �`\ „ \ ERECTION DRAWING DETAILS. R. Maddox , � 1 am approving this Drawing Set ► I,,°��°' i; * 2125!2016 0/-•Air II �/�`f %' ' Minimum Wind Rating for FM Approved / Assembly Field of Roof Perimeter Comer ilr "AMP' / // (Zone 1) (Zone 2) (Zone 3 ��' / 2xthe uplift pressure 47.6 48.8 96.4 (Includes FM 1,15 Importance Factor) �� /� Round up to the next increment of 15 60 60 105 11r 417.4.7/ • j Pr *Will use minimum 1-90 per request _ /I Roof System: �`=��,�� j/ FM Method: FM Project Letter;5peaftsation N'I Minimum FM Wind Una Rating ' Roof Panel Type: SSP "�I Field Perimeter Corner I �� Insulation Type: Blanket Insulation! .Lone 1) (Zone 2) (Zone 3) - „ /or Secondary Type: Porto 90' 90 I;' 105 FM Project Letter/Specification 11% Roof Zone` FM Wind t2oofNav Number SSR Panel 0 Fast,/ SSR Clip Type SSR Panel Max.Clip Podia Rating Gage Clip Seam Space Thickness Zone 1-Field of the Roof 1-90 78898-0-0 24 i (2)i-14 Single Tab Standard i 7-6" i 0.059"min. Zone 2-Perimeter 1-90 i 7089840 24 (2)Y.-14 I Single Tab Standard ; 7-S" `, 0.059"min. (Along Gable) Zone 2-Perimeter 1.90 78898-0-0 o 24 (2)Y-14 Single Tab ; Standard ; 7-6" + 0.tt59 min. (Along EavefRidge`) i Prescriptive --�------"i""`---"-- --�-'--_ Zone 3-Corner Zone` Prescriptive 28 (2);F 14 '; Single Tab ; Standard i 1'-3' 0.059 min. (Faye/Ridge*) ; , Permit It: B1603-049 Site Address: 3003 W CASINO RD#45-62 Owner: BOEING COMPANY Tenant: BOEING App.Date: 3/18/2016 EA 2-25-16 GB Final 2 25 16 Proposed Use: COMMERCIAL VPBMdaga 3200 Players Club Circle Memphis TN38125 hi Description: SKY L MULE STORAGE CANOPY-BOEING VG,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP BUILDINGS. ITIS �7t� DE OLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 5)CSA,16, •j J?\\ COVER SHEET y EN 3E MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN Cr So BOLDERJOB/ Q )F VP BUILDINGS. �� Commercial Design Consultants J01 DE Revi ed By: Dater J -�, �5� �L� . CUSTOMER 15 oz3o31 , ACCREDITED Boeing Commercial Airplane Group DATE 4L CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY Certified LOCATION -BUILDINGS 3/28/2015 Office Set Job Site Set Fire/Planning Set HIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN AC472 Everett,Washington mane DRAWN/CHECK VG,ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROJECT Boeing Skydrol Mule Storage SHV ‘"---CLOP ECTION,INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUe°E�Poe 15-1208 VPC VERSION PAGE(]P,5) 1 O'�j"1 11/30/2015 13:38:55 ELE"AME. Boeing Skydrol Mule Storage adnnaBopeeakhaNau,Aneaca.n<. ) /"l