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Z-PURLIN Z-PURLIN Z-PURLIN GENERAL NOTES <br /> CONNECTION TO PUR IN 1. CONCENTRATED LOADS GREATER THAN 5001bs ON ANY SINGLE PURLIN MUST BE EXPLICITLY LOCATED AND DESIGNED <br /> (NOT BY BLUESCOPE� QONNECTION TO PUR IN FOR DURING DESIGN OF BUILDING SYSTEM. <br /> ANGLE HANGER (NOT BY BLUESCOPE� <br /> ONNECl10N TO PUR I <br /> NOT BY BLUESCOPE� 2. SPECIFIED COLLATERAL GADS MAY BE CONVERTED TO SAFE CO CENTRATED LOADS AS FOLLOWS, WHERE P = MAX <br /> CONCEN ATED LOAD Ibs W = UNIFORM COLLATERAL LOAD (PSF) x PURLIN SPACING (ft) = Ibs/ft; L = PURLIN <br /> HANGER LOAD I ENT PLATE OR STRAP SPAN (ft).. HANGERS �H OLD BE SPACED APPROX. EQUAL <br /> HANGER LQAD HANGER TLOY BLUESCOPE) IP r 1 P P lP I P <br /> P MAXi= 0.5w1 P M1AX= 0.4wl P MAX= 0.25WI <br /> WEB HANGERS <br /> FOR 1/2" DIAM. BOLT TO PURLIN CONNECTION-- MAX HANGER LOAD=15001bs <br /> PURLIN MUST BE SPECIFICALLY DESIGNED FOR LOADS GREATER THAN 500 LB. SEE NOTE #2. `P 1P IP I 1P I 1P IP IP 6 OR MORE HANGERS PER PURLIN <br /> i i i P MAX= W x HANGER SPACING <br /> P MAX= 0.2w1 P MAX= 0.15w1 <br /> WIDE THROAT BEAM EXAMPLE: A PIPE IS SUSPENDED FROM A PURLIN AT 3 LOCATIONS EQUALLY SPACED <br /> BE CLAMP MUST NOT BAY SPACING = 24'-0" PURLIN SPACING = 6-0-- <br /> PURLIN OR CONTACT <br /> PURLIN LIP NOT Z-PURLIN SPECIFIED COLLATERAL LOAD = 5 PSF <br /> BY BLUESCOPE) HALF FLANGE W = 5 PSF x 5 FT = 25 PLF L = 24'-0" <br /> WIDTH HALF FLANGE PMAX - 0.25 x 25 PLF x 24'-0" - 150 LEIS AT EACH LOCATION <br /> WIDTH THE PURLIN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION <br /> Z- PURLIN FIELD DRILL HOLE CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS. <br /> DO NOT USE A HANGER DEVICE FOR ROD IN <br /> PURLIN M <br /> AT CAUSES DEFORMATION ANGER ROD (7/118- MAX HOLE) 3. FOR LOADS GREATER THAN 250 Ibs, PURLINS MUST BE "BLOCKED" AT LOCATION OF LOAD TO PREVENT PURLIN ROTATION. <br /> (FLATTENING) OF THIS FLANGE LIP NOT BY <br /> ULUESCOPE) 4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. <br /> VERIFY OVERALL PURLIN DESIGN CAN TAKE APPLIED LOADS. SEE NOTE #2 5. Z-PURLINS WILL DEFLECT UNDER SNOW AND WIND LOADS. ITEMS THAT MAY BE DAMAGED DUE TO DEFLECTIONS, (EX. GAS <br /> MAXIMUM LOAD SUSPENDED FROM BOTTOM FLANGE LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (±-L/180). <br /> (LOCATED AT HALF-FLANGE WIDTH) 6. THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) REQUIRES SPRINKLER HANGERS TO BE DESIGNED FOR A <br /> MINIMUM LOAD OF FIVE TIMES THE WEIGHT OF THE wWATER-FILLED PIPE PLUS 250 POUNDS, THE HANGER ITSELF MUST <br /> BE ABLE TO SUPPORT THIS LOADING IT IS NOT NECESSARY TO DESIGN THE SUPPORTING MEMBER FOR THIS LOAD IN <br /> THICKNESS MAX LOAD THICKNESS MAX LOAD COMBINATION WITH THE DESIGN LOADS. <br /> 0.060" 110Ibs 0.08B" 2001bs 7. SUSPENDED LOADS WALL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE <br /> 0.0813" 1201bs TO EARTHQUAKES. <br /> 0.073" 1401be 0.09B" 2501bs B. HANGER DESIGN IS NOT THE RESPONSIBILITY OF BLUESCOPE. <br /> 0,079" 1801bs 0.113" 2501bs 9. TOP FLANGE,H IF TOP FLANGE BE GERSDAREOREQUIREID�PLACE THE(HANGERS ATT SPACER <br /> PANEL MAJOR CORRUGATION <br /> 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. <br /> 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 <br /> THE TOP OF THE CLAMP TO AVOID DAMAGING THE ROOF PANEL WITH THE ROD VAEN THE ROOF PANEL IS LOADED OR <br /> WALKED ON. <br /> BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER <br /> (TOP FLANGE SIMILAR) (TOP FLANGE SIMILAR) 11. DO NOT HANG ANY TYPE OF CRANE, HOIST, CONVEYOR OR ANY MOVING LOADS FROM THE Z-PURLINS. <br /> DO NOT USE ANY OF THE DETAILS ABOVE IF ROOF SLOPE IS GREATER THAN +'12 12. DO NOT HANG ANY LOAD FROM BBNA SUPPLIED PURLIN BRACES OR BRIDGING. <br /> Z-PURLIN HANGER ASSEMBLY 13. DO NOT WELD ANY PART OF THE Z-PURLIN. <br /> Z-PURLIN (NOT BY BLUESCOPE) 14. HOLES MUST NOT EXCEED 9/1ti" DIAMETER UNLESS AUTHORIZED BY BBNA ENGINEER. DRILL OR REAM HOLES WHEN <br /> REQUIRED- DO NOT FLAME CUT <br /> R+ RI <br /> HALF FLANGE I HALF FLANGE <br /> Kww�s`�! <br /> h to <br /> N i <br /> R Mq� PER HANGER ASSEMBLYorsr�co �{r <br /> TABLE ABOVE FOR (NOT BY BLUESCOPE) ONAL <br /> EACH PURLIN <br /> HANGER LOAD !HANGER LOAD o4i09i2019 <br /> PG. 35 <br /> DOUBLE PURLIN HANGERS CONCENTRATED LOADS ON ROOF <br /> Z—PURLIN HANGER DETAILS <br /> VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS. mAv" GROUP NUNma W-054-01 <br /> REVERITT RBENTON <br /> "'�"°L`z°"'� B I B-081465 07 <br /> 02 26 1D 1 11 13 <br />