3003 W CASINO RD BLDG 45-63 2019-07-16

Z-PURLIN Z—PURLIN Z—PURLIN GENERAL NOTES ONNECTION TO PVR IN 1. CONCENTRATED LOADS GREATER THAN 500Ibs ON ANY SINGLE PURLIN MUST BE EXPUCITLY LOCATED AND DESIGNED FNOT BY BLUESCOPE� CONNECTION TO PURLIN FOR DURING DESIGN OF BUILDING SYSTEM. ` ANGLE HANGER NOT BY BLUESCOPE� CONNECTION TO PURLIN NOT BY BLUESCOPE) 2. SPECIFIED COLLATERALLOADS MAY BE CONVERTED TO SAFE CONCENTRATED LOADS AS FOLLOWS, WHERE P = MAX CONCENTRATED LOAD(Ibs'; W = UNIFORM COLLATERAL LOAD (PSF) x PURUN SPACING (ft) = lbs/ft; L = PURLIN I KNOT PLATE AP SPAN (ft)I. HANGERS 5H ULD BE SPACED APPROX. EQUAL P P i HANGER LOAD r ' HANGER LOAD HANGER LOAD P MAX= 0.5wI P MAX= 0.4w1 P MAX= 0.25w1 WEB HANGERS FOR 1/2" DIAM.PURLIN MUST BE8OLT TO SPEC SPECIFICALLY PURLIN DESIGNEDCONNECTION— FOR LOADS GREATER THAN 500.LB. SEE NOTE 1/2. 1P IP p �P Ip IP IP IP i + 1 1 'i i 6 OR MORE HANGERS PER PURLIN P MAX P MAX= 0.2wI P MAX= 0.15wI W x HANGER SPACING WIDE THROAT BEAM EXAMPLE: A PIPE IS SUSPENDED FROM A PURLIN AT 3 LOCATIONS EQUALLY SPACED C—CLAMP MUST NOT BAY SPACING = 24'-0" PURLIN SPACING = 5'-0° BEND OR CONTACT SPECIFIED COLLATERAL LOAD = 5 PSF PURLIN LIP NOT 4Z-PURLIN BY BLUESCOPE) HALF FLANGE W = 5 PSF x 5 FT = 25 PLF L = 24!-0" WIDTH HPMAX — 0.25 x 25 PLF x 24'—O" — 150 LBS AT EACH LOCATION THE PURUN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION Z— PURLINELD DRILL HOLE CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS. R ROD IN BOTTOM DO NOT USE A HANGER DEVICE G� OF PURUN (FAT CAU 5 DEFORMATION AN /16' MAX HOLE) 3. FOR LOADS GREATER THAN 250 lbs, PURLINS MUST BE "BLOCKED" AT LOCATION OF LOAD TO PREVENT PURUN ROTATION. LATTENING OF THIS FLANGE LIP (SNOLU4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. VERIFY OVERALL PURUN DESIGN CAN TAKE APPUED LOADS. SEE NOTE 1/2 5. Z—PURUNS WILL DEFLECT UNDER SNOW AND WIND LOADS. ITEMS THAT MAY BE DAMAGED DUE TO DEFLECTIONS, (EX. GAS LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (±L/160). MAXIMUM LOAD SUSPENDED FROM BOTTOM FLANGE (LOCATED AT HALF—FLANGE WIDTH) 6. THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) REQUIRES SPRINKLER HANGERS TO BE DESIGNED FOR A MINIMUM LOAD OF FIVE TIMES THE WEIGHT OF THE WATER—FILLED PIPE PLUS 250 POUNDS. THE HANGER ITSELF MUST THICKNESS MAX LOAD THICKNESS MAX LOAD BE ABLE COMBINATION SUPPORT THISIOADSIT IS NOT NECESSARY TO DESIGN THE SUPPORTING MEMBER FOR THIS LOAD IN 0,060 1101bs 0.086" 200Ibs 7. SUSPENDED LOADS WILL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE TO EARTHQUAKES. 0:06B" 12016s 0.096" 2501bs- 8. HANGER DESIGN IS NOT THE RESPONSIBIUTY OF 8LUESCOPE. 0.073" 1401bB 4 0.079" 1801bs 0.113° 2501bs 9. TOP FLANGE .HANGERS ISHOULDABE GERSOARE�REQUIRED. PLACE FIE(HANGERS AT SPACER BLOCKS PANELNMAJOR OF FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH LOCATION TO AVOID DAMAGING THE ROOF PANEL WITH THE HANGER WHEN THE ROOF PANEL IS LOADED OR WALKED ON. FROM WEB, USE HALF OF THE LOADS SHOWN ABOVE. 10. WHEN BEAM C—CLAMPS OR OTHER ROD HANGERS ARE USED ON THE TOP FLANGE, THE ROD SHOULD NOT EXTEND ABOVE THE TOP OF THE CLAMP TO AVOID DAMAGING NE ROOF PANEL WITH THE ROD WHEN THE ROOF PANEL IS LOADED OR WALKED ON. BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER (TOP FLANGE SIMILAR) (TOP FLANGE SIMILAR) 11. DO NOT HANG ANY TYPE OF CRANE, HOIST, CONVEYOR OR ANY MOVING LOADS FROM THE Z—PURLINS. DO NOT USE ANY OF THE DETAILS ABOVE IF ROOF SLOPE IS GREATER THAN 4:12 12. DO NOT HANG ANY LOAD FROM BBNA SUPPLIED PURLIN BRACES OR BRIDGING. 13. DO NOT WELD ANY PART OF THE Z—PURLIN. Z—PURLIN HANGER ASSEMBLY (NOT BY BLUESCOPE) 14. HOLES MUST NOT EXCEED 9/16"DIAMETER UNLESS AUTHORIZED BY BBNA ENGINEER. DRILL OR REAM HOLES WHEN Z—PURLIN REQUIRED— DO NOT FLAME CUT RI RI HALF FLANGE HALF FLANGE A`L�FN . T R Ay E HANGER ASSEMBLY Ck' 1 TA9LE A80VE FOR (NOT BY BLUESCOPE) z x EACH PURLIN R3 #1ti HANGER LOAD HANGER LOAD �rt4` 4,-,4 T E DOUBLE PURLIN HANGERS IONAL ' CONCENTRATED LOADS ON ROOF Z—PURLIN HANGER DETAILS VERIFY OVERALL PURUN DESIGN CAN SUPPORT APPLIED LOADS, citA.N or CNN=MT CROUP NUMBER: 80-054-01 2/26/2016 REVERITT RBENTON ,, ,. m°ATEREvEIGIO*T B B-081465 07 02/28/10 11/20/13 FOR CONSTRUCTION THE VP ENGINEER'S SEAL APPLIES ONLY I HIS DRAWING,INCLUDING I H6 INFURMAI ION HEREON,REMAINS I HE I'ROI'LR I Y Oh TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED,REPRODUCED 3200 Players Club Circle Memphis TN 38125 CONCENTRATED LOADS ON ROOF REQUIREMENTS SPECIFIED BY VP.THE . OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP VP ENGINEER'S SEAL DOES NOT APPLY BUILDINGS. REV DATE BY DESCRPT)N BOLDER "1 Commeraal Design Consultants "145-022921-01 TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 2/18/2016 DWM FINAL DRAWINGS CUSTOMER Boeing Shared Services ri DA,E ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISLOCATE Everett,Washington VP BUILDINGS 2/18/2016 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS DRAWWCRECK PROJECTIMCCIPRICIEN DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, ycol Load I Unload Canopy DWM N, BoeingGI + REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BULDER'S PDD 15-1208.. VPCVERSION. 20152c PAGE{., J? 2/18/2016 12:50:37 FLENABIE-Boeing Glycol Load and Unload Canopy BdievOn m's'"E''""4'"d"'"'"`"'.'�'L//