17 E MARINE VIEW DR 2019 Plans 2025-09-29 (4)

Z—PURLIN GENERAL NOTES Z—PURLIN Z—PURLIN ONNECTION TO PR IN 1, CONCENTRATED LOADS GREATER THAN 5001bs ON ANY SINGE PURLIN MUST BE EXPLICITLY LOCATED AND DESIGNED NO UT BY BLUESCOPE� ONNECTION TO PUR IN FOR DURING DESIGN OF BUILDING SYSTEM. ANGLE HANGER NOT BY BLUESCOPE) ONNECTION TO PUR IN 2. SPECIFIED COLLATERAL OADS MAY BE CONVERTED TO SAFE CONCENTRATED LOADS AS FOLLOWS, WHERE P = MAX NOT BY BLUESCO CONCENTRATED LOAD Ibs ; W = UNIFORM COLLATERAL LOAD (PSF) x PURLIN SPACING (ft) = Ibs/ft; L = PURLIN NLENT PLATE OR STRAP SPAN (ft). HANGERS SHOULD BE SPACED APPROX. EQUAL 1 HANGER LOAD HANGER LOAD I OT BY BLUESCOPE) I iIP I P IP 1 P I P `HANGER LOAD P MAX= 0.5w1 P MAX= 0.4wl P MAX= 0.25w1 WEB HANGERS POURLIN MUST BEBEBOLT TO SPECIFICALLY PURLIN DESICONNECTION— OR LOADSX HANGER GREATER THAN 500 GLIbs B. SEE NOTE #2. 1P p �P p r 1P lP �P IP 6 OR MORE HANGERS PER PURLIN + i i P MAX= W x HANGER SPACING P MAX= 0.2wl 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 = 6-0" 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'—D" — 150 LEIS AT EACH LOCATION WIDTH FIELD DRILL HOLE THE PURLIN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION Z— PURLIN FOR ROD IN BOTTOM CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS. DO NOT USE A HANGER DEVICE F G� OF PURLIN AT CAU S DEFORMATION HANGER ROD (7 ' MAX HOLE) 3. FOR LOADS GREATER THAN 250 Ibs, PURLINS MUST BE "BLOCKED" AT LOCATION OF LOAD TO PREVENT PURLIN ROTATION. (FLATTENING OF THIS FLANGE LIP NOT BY 16 MJESCOPE) 4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA. 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 LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (}-L/180), MAXIMUM LOAD SUSPENDED FROM BOTTOM FLANGE 6. THE NATIONAL FIRE PRDTECT10N ASSOCIATION [NFPA) REQUIRES SPRINKLER HANGERS TO BE DESIGNED FOR A (LOCATED AT HALF—FLANGE WIDTH) 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" 1101bs 0.088" 20011>s 7. SUSPENDED LOADS WILL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE 0.068" 1201 b s TO EARTHQUAKES, 0.073" 1401b s 0_D98" 250Ibs B. HANGER DESIGN IS NOT THE RESPONSIBILITY OF BLUESCOPE. 0.079" 1801bs 0.113" 2501bs 9. TOP FLANGE,H IF TOP FLANGE ANGERS AVOIDED EOREQUIILRDEID PLACE WITHOUT INSULATION AT THEE ROOFO PANEOL MAJOR OF 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 R+ RI HALF FLANGE I HALF FL NGE �1K W TH WAS,y� TABTABOVE FOR (ANGER ASSEMBLY ) NOT BY BLUESCOPE EACRLIN HANGER LOAD HANGER LOAD 56 92 1STEi \� DOUBLE PURLIN HANGERS NALL CDNCENTRATED LOADS ON RDOF Z—PURLIN HANGER DETAILS VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS, MtA"UT OECKM D1 NUMBER; 60-054-01 U4/u8/2019 REVERITT RSENTON ,I RST ROGASC O TC REV@OI DATE Lz 08146 5 107 02 2fi 10 11 20 13 PERMIT SET-For Building Dept.Approval THE VP ENGINEER'S SEAL APPLIES ONLY THIS DRAWING,INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF VP Buildings TO THE WORK PRODUCT OF VP AND VP BUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED BI 3200 Players Club Circle Memphis TN 38125 CONCENTRATED LOADS ON ROOF DESIGN AND PERFORMANCE IN THE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT REQUIREMENTS SPECIFIED BY VP. THE PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER BUILDER JOB n VP ENGINEER'S SEAL DOES NOT APPLY PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS. Rev DATe ev DEscR�PnoN CHG Building Systems,Inc. 18-040734 TO THE PERFORMANCE OR DESIGN OF THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE C`uTo"Cadman DATE ANY OTHER PRODUCT OR COMPONENT GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 111CAT'o"Everett,Washington VP BUILDINGS 4.5.2019 FURNISHED BY VP EXCEPT TO ANY DRAWING,DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE VP BUILDINGS R o�wN D—WCHEDK DESIGN OR PERFORMANCE ERECTION GUIDES,AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PRaeCT Cadman Everett Bldg 1 jac REQUIREMENTS SPECIFIED BY VP. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. NITS BULDERS PC# 28103 vacvERsioN 2018.2b PAGE29 4/5/2019 11:54:42 E`Ew ME!Cadman 1 xaws o"ot Bi esooPa emm y wrt ame,ca.uc