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

.. f Z-PURLIN FIIZPURLIN Z-PURLIN GENERAL NOTES IN I 1. CONCENTRATED LOADS GREATER THAN 5001bs ON ANY SINGLE PURLIN MUST BE EXPUCITLY LOCATED AND DESIGNED CONNECTION TiDN TO PURLIN CONNECTION TO PURLIN FOR DURING DESGN OF BUILDING SYSTEM. ANGLE HANGER (NOT BY BLUESCOPE) ONNE Y BL TO PURI 2. SPECIFIED COLLATERALLOADS MAY BE CONVERTED TO SAFE CONCENTRATED LOADS AS FOLLOWS, WHERE P = MAX NOT BY BLUESCOPE) CONCENTRATED LOAD(Ibs); W = UNIFORM COLLATERAL LOAD (PSF) x PURUN SPACING (ft) = lbs/ft; L = PURLIN $HANGER LOAD HANGER LOAD I KNOT BYABLUESCcPE) SPAN (ft). HANGERS HANGERS SH ULD BE SPACED APPROX. EQUAL p P 1 P `HANGER LOAD P MAX= 0.5w1 P MAX= 0.4w1 P `MAX= 0.25w1 WEB HANGERS OLT TO N CONNECTION-- PURLIN MUST BEBSPEC SPECIFICALLY iDESIGNED FOR LOADSXHANGER GREATER THAN 5 0fl LB. SEE NOTE /{2. IP IP 'P IP �P 6 OR MORE HANGERS PER PURLIN 1 P MAX= W x HANGER SPACING P MAX= 0.2w1 P MAX= 0.15w1 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 PURLIN LIP (NOT Z-PURLIN SPECIFIED COLLATERAL LOAD = 5 PSF BY BLUESCOPE) HALF FLANGE W = 5 PSF x 5 FT = 25 PLF L = 24'-0" WIDTH HALF FLANGE PMAX - 0.25 x 25 PLF x 24'-0a - 150 LBS AT EACH LOCATION Z- PURUN WIDTH THE DRILL HOLE THE PURUN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION FOR ROD IN BOTTOM CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS. DO NOT USE A HANGER DEVICE FLANGE OF PURLIN FAT CAUSES DEFORMATION HANGER ROD (7 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 (NOT BY BLUESCOPE) 4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. VERIFY OVERALL PURLIN DESIGN CAN TAKE APPUED LOADS. SEE NOTE #2 5. Z-PURUNS WILL DEFLECT UNDER SNOW AND WIND LOADS. ITEMS THAT MAY BE DAMAGED DUE TO DEFLECTIONS, (EX. GAS UNES). VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (±L/180), MAXIMUM LOAD SUSPENDED FROM BOTTOM FLANGE (LOCATED AT HALF-FLANGE WIDTH) 6. THE NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 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 BE ABLE TO SUPPORT THIS LOADING IT IS NOT NECESSARY TO DESIGN THE SUPPORTING MEMBER FOR THIS LOAD IN THICKNESS MAX LOAD THICKNESS MAX LOAD COMBINATION WITH THE DESIGN LOADS. 0.060" 11CIbs. 0.086" 200Ibs 7. SUSPENDED LOADS WILL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE TO EARTHQUAKES. 0.068" 120Ibs 0.096" 2501bs 8. HANGER DESIGN IS NOT THE RESPONSIBIUTY OF BLUESCOPE. 0.073" 1401bs 0.079" 1801bs 0.113" 2501bs 9. TOP FFLNG{E HANGERS TOPS FLANGE HANGERS ARE REQUIREDGPLCWITHOUTT (HANGERS AT THE ROOF PANELNMAJOR CORRUGATION LOCATION TO AVOID DAMAGING THE ROOF PANEL WITH THE HANGER WHEN THE ROOF PANEL IS LOADED OR WALKED ON. FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH 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 THE 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 R� HALF FLANGE HALF FLANGEi-f-E F. TABLE ABOVE FOR (NOT BY ASSEMBLY x Ze EACH PURLIN 'til 4 HANGER LOAD 1 HANGER LOAD '� 47 '9.,,,,e9 �4r 7Qi1(A4 CONCENTRATED LOADS ON ROOF DOUBLE PURLIN HANGERS Z—PURLIN HANGER DETAILS VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS. 'NAMUR acam m amp NUNBER: 80-054-01 2/25/2016 REVERITT RBENrON "16TRO'"E0ATE 'e"'"'oe B B-081465 07 02/21/113t1/•zo/13 FOR CONSTRUCTION THE VP ENGINEERS SEAL APPLIES ONLY I HIS URAWING,IN(:LUUING I HE INI-ORMAI ION HEREON,REMAINS I HE PROPER I Y UI- TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED VP Buildings r 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 BUILDINGS. REV DATE BY DESCRPIgN BOLDER UOBy VP ENGINEER'S SEAL DOES NOT APPLY Commercial Design Consultants TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE 1 02/22/2016 SHV FINAL DRAWINGS CUSTOMER Boeing Commercial Airplane Group ri 15-023031 ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THISIDCAUjIN 3/28/2015 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALLAPPLICABLE VP BUILDINGS Everett,Washington VP SUlLDINGS PROJECT FRUCEN DRAWWCRECK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, Boeing Skydrol Mule Storage SHVCOP REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NTS BOLDER'S POE 15-1208 vPcyERsr�n 20152c PAS 3�� 2/22/2016 SEDSheet 8:40:19 FLENAME:Boeing Skydrol Mule Storage a6"sm"°'BBeScopeB"'a"RNEM A'"ene•In.