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HomeMy WebLinkAboutNOANOTICE OF A NCI Group, Inc. 14031 West Hardy Houston, TX 77060 ST. LUCIE COUNTY BUILDING DIVISION SCANNED REVIEWED BY MIAMI-DADE COUNTY FORCOMPLIA St.LUCI� CONTROL SECTION RRVE ) i I8051� W 26 Street, Room 208 -�"� Miami, Florida 33175-2474 P KS", AND PE IIT T (786) 315-2590 F (786) 315-2599 4 R 0 JOnB wenOR er vw.w,miamidade.Qov/economy n JAN 18 2018 SCOPE: I ST, Lucie County,—9211N09 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " DoubleLok" 0.02411(min.) Structural Standing Seam Steel Roof Panel APPROVAL DOCUMENT: Drawing No. Dade County, titled" DoubleLok Roof Panel", sheets 1 through 10 of 10, dated April 14, 2015, prepared by NCI Group, Inc., signed and sealed by Mark Detwiler, P.E. on April 14, 2015, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturers name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0425.14 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by H�elm�(yp�A-,. M,J�aJk1arr,, P.EE.,,/M�..S. MIAMFDADE COUNTY I " „J !� ' '" - NOA No. 15-0505.28 L/ Expiration Date: 02/25/2019 ]e/&q/ Z-01 Approval Date: 10/29/2015 ® P/, Page 1 Ji�[ \/t NCI Group, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0920.02 A. DRAWINGS 1. Drawing No. DL-001, titled" DoubleLok Panel", sheets 1 through 10 of 10, dated July 25, 2006, prepared by Metal Building Components, Inc. LP, signed and sealed by Mark Detwiler, P.E. on January 05, 2009. B. TESTS 1. Test report on Uplift Resistance per ASTME 1592-01 on DoubleLok 12" wide 24 ga. Roof Panel, prepared by Force Engineering & Testing, Inc., Report No. 07- 01291-06L, dated July 12, 2006, signed and sealed by Terrence E. Wolfe, P.E. 2. Test report on Uplift Resistance per ASTME 1592-01 on DoubleLok 12" wide 24 ga. Roof Panel, prepared by Force Engineering & Testing, Inc., Report No. 07- 0129T-061-K, dated July 12, 2006, signed and sealed by Terrence E. Wolfe, P.E. 3. Test report on Uplift Resistance per ASTME 1592-01 on DoubleLok 18" wide 24 ga. Roof Panel, prepared by Force Engineering & Testing, Inc., Report No. 07- 0129T-06E-G, dated July 12, 2006, signed and sealed by Terrence E. Wolfe, P.E. 4. Test report on Uplift Resistance per ASTME 1592-01 on DoubleLok 24" wide 24 ga. Roof Panel, prepared by Force Engineering & Testing, Inc., Report No. 07- 0119T-06A-C, dated July 12, 2006, signed and sealed by Terrence E. Wolfe, P.E. 5. Test report on Uplift Resistance per ASTM E 1592-01 on DoubleLok 24" wide 24 ga. Roof Panel, prepared by Force Engineering & Testing, Inc., Report No. 07- 0129T-06D, dated July 12, 2006, signed and sealed by Terrence E. Wolfe, P.E. 6. Test report on: 2000 hours Accelerated Weathering per ASTM G23, prepared by The Valspar Corporation, dated 08112198, signed by Clark Higginbotham. 7. Susceptibility to leakage rest in accordance with Miami -Dade County Protocol PA 114 Appendix G, prepared by Farabaugh Engineering and Testing, Inc., Report No. TI70-06,'dated 0610712006, signed and sealed by Daniel G. Farabaugh, P.E. 8. Test report on Large Missile Impact Test, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. T169-06, dated 0610712006, signed and sealed by Daniel G. Farabaugh, P.E. C. CALCULATIONS 1. Calculations titled "DoubleLok 12", 18 ", 24" 24 ga., 6 pages, prepared by Mark Detwiler, P.E. on 01105109, signed and sealed by Mark Detwiler, P.E. on 01/ 05109. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test on each specimen tested prepared by Bodycote Materials Testing, Inc. Q /, liny A. Maka Product Control Section Supervisor NOA No.15-0505.28 Expiration Date: 02t25/2019 Approval Date: 10/29/2015 E-1 NCI Group, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PEVIOUS APPROVAL # 11-0810.04 A. DRAWINGS 1. Drawing No. Dade County, titled " DoubleLok Panel ", sheets I through 10 of 10, dated July 27, 2011, prepared by NCI Group, Inc., signed and sealed by Mark Detwiler, P.E. on July 27, 2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Ajfairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Bill of Sale, Assignment and Assumption Agreement. 3. EVIDENCE SUBMITTED UNDER PEVIOUS APPROVAL # 13-0425.14 A. DRAWINGS 1. Drawing No. Dade County, titled " DoubleLok Roof Panel ", sheets 1 through 10 of 10, dated April l6, 2013, prepared by NCI Group, Inc., signed and sealed by Mark Detwiler, P.E. on April 16, 2013. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. Elffiny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0505.28 Expiration Date: 02/25/2019 Approval Date: 10t29I2015 E-2 NCI Group, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. Dade County, titled "DoubleLokRoofPanel ", sheets I through 10 of 10, dated April 14, 2015, prepared by NCI Group, Inc., signed and sealed by Mark Detwiler, P.E. on April 14, 2015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 1.�)g&�- geffny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-0505.28 Expiration Date: 02/25/2019 Approval Date: 10/29/2015 E-3 a s INSTALLATION NOTE I. APPLY TRI-BEAD TAPE SEALER CONTINUOUS OVER SUBSTRATE 2. ATTACH MDE METAL CLOSURE W/ 1/4'-14 X 1' SOS W/WASHER [FASTENER I1] 3. APPLY A 10 LONG PIECE OF TRI-BEAD TAPE SEALER UP AND OVER THE INSIDE METAL CLOSURE 4. APPLY A 2' LONG PIECE OF TRI-BEAD TAPE SEALER IN VERTICAL LEG OF PANEL SFAM 5. IF THE PAWLS HAVE MINOR RIBS, APPLY MINOR RIB TAPE SEAL BErhEEN PANEL AND °a FAVE TRIM OR GUTTER 6. ATTACH PANE: W//1/4-14 X 1 1/4- LONG LIFE INAVASKR IN THE FLAT PANEL AND ONE 3 EACH SDE OF THE INSIDE METAL CLOSURE -- WALL PMa (8) TOTAL (FASTENER %IQ ,N FSS 1/4-144 1 1/4 LONG-UFE SELF-DRB11A W/wmHER gg (FASHNER (1E] (8 PER PANEL)SEALER F 2' LONG TRI-BEAD TAPE ] 0 PANEL RB° M BLADE CL05D b TR-BF1ERER TAPE S O5G o rcw F aomR: [HW-sa] CUTTER s1RAP @lie o. � 0 48' D.C. (AWL) Ad'S2 €9 Cl[6VPE 1/4-14 a 7/8 UXLG-UFE LAPTIX (MENLl66 W/WSHER (FASTENER it] (2 PER STRAP) TIB-BEAD TAPE SEALER [HW-sal MINOR INS TAPE SEALER AT ALL MINOR RIBS [HMI-5121 PRCPUVCHED HOLES i wr v rar W PANEL DDUB7E-LON PANEL 24. 18' OR 12' WIDTH — 1/8 a 3/16 POP RNET fEASiENER 1141 19tODVCT RLVISED cm:piva-ych neitmm v.l x.r :no .Mn. WI h74 r 719 LW-UFE V81IX ASTQLER b 5'-o' O.C. B EO�.k ov'vl NofS o y-�,2 mivmi m uw"�'0v mu®ao`v°)'. } TER 1410 f2' O.C. 11-14. I SELF-ORLUR W/OSSNER [FASTENER i11 (2 PER ME a05URE) ®/ lf•Fn:l _ �vN�Nvvmvnv :YIML® a6 m. OFFSET CAP 7RAI (OPTIONAL) - - AO IB6L A@ pviLt C ER Fixed Eave Detail "':�'`E"S, SIS <�. WALL PANEL FAVE uR1 16 CA GA IfffA1 MET& � 1T[ g:, STATE OF AW ` LOP1O: ♦ �� SSIONI Al. TE`�G`` kpR i 4 2015 1. APPLY TRI-BEAD TAPE SEALER CONTINUOUS OVER SUBSTRATE. 2. ATTACH INSIDE METAL CLOSURE W/ j 1/4'-14 % 1' SIBS W/WASHER [FASTENER +1] 1/4-N x 1 I/4 LONG-UFE 3. APPLY A 10 TONG PIECE OF TR-BEN TAPE SEALER atT Wp1J. pANF1 IV"[FASIENELUER 8 SHER UP AND OMEN THE INSIDE METAL CLOSURE 4. APPLY A 2' LONG PIECE OF TRI-BEAD TAPE PER PANEL) SEALER IN VERTICAL LEG OF PANEL SEAM 5. IF THE PANELS HAVE MINOR RIBS, APPLY 2' LONG TRI-BEAD TAPE MINOR RIB TAPE SEAL SEEKER PANEL AND SEALER [HW-504] 0 PANEL RIBS OVER 6. ATTACH PANEL W/jT1/4-14 % 1 1/4 ' L@N TRI-BEAD TAPE URE[HW-504] D TOP OF CLOSURE INSIDE CLOSURE UFE W/WASHER IN THE FLAT PANEL AND ONE GOITER STRAP 0 48' O.C. (MA)L) EACH SIDE OF THE INSIDE METAL CLOSURE (8) TOTAL [FASTENER /IE] METAL INSIDE CLOSURE 1/4-14 x 7/8 LONG-UFE LAPTEK [ENV-426) W/1WASHER (FASTENER 14](2 PER STRAP) FLOATING ERIE PLATE �. F MINOR RIB TAPE SEALER eE @@e AT A11 MINOR RIBS a dF 0 PREPUNCHED HOLES i LeLii 50 IN PANEL DOUBLE-IOK PANEL@� 24', 1B' OR 12"MDTIi 68 F s/ 1/4-14 x 1 1/4 SHOULDER TEK 2 SELF-DRLLER j 12' O.C. 1//4-14 x 7/8 LONG -LIFE LAPTEK (CENTER IN+SLOT) W/WASHEN [FASTENER 1410 12' O.C. I I 1/8 x 3/16 POP ANEf `TRI-BEAD TAPE SEALER [R-] 1/4-14 x 1 SELF -DRILLER rll D nwsm W/WASHER [FASTENER �1] nmmprme.;n in: rrortc (2 PER INSIDE CLOSURE) Dmiams A� Nn15-0 O .Zg FFSET CAP TRIM GxWm mn Dome .'La/9 MIO x C«- WALL PANEL EAVE STRUT . MN. 1e GA METAL v Floating Eave Detail STATE OF APR 14 2015 e r f BOtlRC AY mre1N[ maPnml Th11 I/FI,. 1 1/, IPL-1fF � [n�i� IIFf 0 W16, 1 iF,%et 1OD 6N8F Pl 41f-WIQI IISI ] e rra I/4H. ] IM.L) U➢IR ,. v/vweR [i°ulow 19e e' na F AC m`2-mMNIX,- T1ux^M1imN mnromAm O' SwFMIX _ 1 INE Q•w wxinPmeM 1 {e. 1Ei.p 1.�1511e/]I/IamtYt vaarwoPli Not m 9-m (rp10t//V045 rt r¢frg )C.irw ir y- $lfjj$ ttumuawuu m �t � '� - ---YL -Do-br4t-e ------rIry --- - -4-1,- Ye%MnrQ 91 ,M u-- ry1. 1Yd gill ateN R9 ayvnu wamsau YSt IYO)V .111-1 / !� 02 1141t•)/tIY:-Ir'LWW /Q9FA [rASIDfA 10 R 4L 1/41,.) I/CiRPUP�II /e � �� R�1 Ira ie m l rNsn Irumu N] p lP1 C)BI1E A vd m um. PW ml6LLS S r�ew wr ro rwr YNL MI01 u1L Wn P..a.r e r as tl.un oAa mrrtr eB PM6i M4.M1 mwort m amv w m': P wen t m+m u.euen P w mv. YRI61LR 6OfAmF9 m wen mtm P ®N6 em lwnGe@eo'�.m 6Vm0 N w6f mr1Y4 m K m0P 11111 ' ``�CCpr'V%CE Amoocrnevrseu m wmyl)inpwivh �RnN: 6 24 ' ovnanaax i s emyl. eewls-oses.2g e y'�ST ATEO °T..F F :gym.= •...... .4.``c. szo APR 14, 2015 a d 1/4-14 x 1 1/4 LONG -LIFE SELF -DRILLER W/WASHER [FASTENER /1E] (8 PER ENDLAP) 3 7' 3" 7- 8 4' 1/4-14 x 1 1/4 LONG -LIFE I II I SELF -DRILLER W/WASHER 1 3 2 4 6 [FASTENER #1E] (8 PER ERDLAP) t FASTENER SEQUENCE ® ENLLLAP DOUBLE-LOK PANEL g§ (PREPUN'Hm) p y 24 18 OR 12" WIDTH E g8 TRIPLE HAD TAPE SEALER CONT. � ACROSS PANEL [0-502] D DOUBLE-LOK PANEL. METAL INSIDE CLOSURE @� (PREPUNCHED) [HW-426] �B sue. .ror m xur Dam p m� MID -SLOPE nxED PLATE ymm 1/4-14 x 1 SELF -DRILLER m:onn rnY41v "` E[FASTENER �1] (2) PERvv�vmuavvv_. (2) PER INSIDE CLOSURE a"ID��m1pQa wcw� nc me m.mia m%�m 1/4-14 x I SELF -DRILLER mMaoim o�®1°r"Om° PURLIN W/WASHER [FASTENER 01] m 161 MIN. 16 GA. METAL ®6 O.C. ® AT 6'-0" O.C. MAX.\xPax pETW...... I"p0 ertonucr Brviscn � �5.: �. T '•. Fixed Endlap Detail 8� os.2a Fap4vw Dcroez 2e/p '� OF .yip o• TATE W n� .n' aunWn ni '�90' FLOR\OP•V ••�4xFSSTONA��px• APR 1 d 2015 'a 1/4-14 v 1 1/4 LONGI SELF -GRILLER W/WASHER § [FASTENER 11E] (8 PER ENDIkP) S a T. 3 7- 1/4-14 1 1/4 LONG-uFE a 1 3 2 4 6 SELF-DRU R W/WASHER [FASTENER /1E] (8 PER FNn.IAP) j FASTENER SEQUENCE ® ENDLAP DOUBLE-LOK PANEL t$� (PREPUNCHED) 24', 18' OR 12' WIDTH ^ 00®�p Eq fF 9�a Be SUTAN!go CLIP t �5 g* DOUBLE-LOK PANEL 9 (PREPUNCHED) 24', 18' AND 12' WIDTH, TRIPLE BEAD TAPE SEMEN CONT. warm ^• °a a ACROSS PANEL [HW-502] BACKUP PULE 24', IB' OR 12' �im �v°n®v:: �I. wuv� o cwmn n.: - vv.vemw®v Zvi oamv�m° 1/4-14 >t 1 SELF-INBLLER ,mn.ve mm.m W/WASHER [FASTENER j1] (2 PER CLIP) 4 VpUIRUN 8 UIN. 16 GA METAL PRODUM REVISED 2 AT 5'-O' O.C. W . romra»�xwm m. EbAac owla�ca Floating Endlap Detail �9 �� A•:FSTATE O DY NHv°i oamc°.. '4�55'AO'NAL E'G�"� I'm APR 14 2015 a j} d 12 12 ROOF PITCH —� ROOF PITCH VOf16S RIDGE PUSHINGI 2' . 1/4-14 x 1 1/4 LONG-UFE - - SEF-ORRIER W/WASHER TPo-BEAD TAPE SELLER [FASTENER PtE] (3 PER PANEL) _ (HW 5 4] 1/4-14 x 7/6 LONG-EFE i Z W/WASHER [@SIENER P4]0 6- 6' D.C.O. SLIDING CLIP ggp OUTSIDE CLOSURE f�9 pp� DOUBLE-LOK PANEL O DOUBLE-LOK PANEL 24', 16' OR 12' WIDTH 24', 18' OR 12' WIDTH e Q © © O gRg tltl 3 9E9� 9 &CKW PLATE 8 3/8" 24, 18. OR 12' m ruc TPo-BFAD TAPE SERER CONi. PLf1O55 PANE. [MW-5D4J 1/4-14 x 1 1/4 LGNG-LIFE "m care v a va .e'�':a'v mu°Onocr 7 SEE -DRILLER W/WASHFIR PURLIN fWvlV 0.4¢1 ' [FASTENER I10(6 PER PANEL) LRN. I6 GA. METAL nwicvn�v.ma (LOCATED IN PREPUNCHED HOLES) AT '-O' O.C. LWL 5 mrrm ,, v rvos: n¢ vvm um 1/4-14 x 1 SELF -DRILLER W/WASHER [FASTENER PI] ®'xan x�mmc (2 PER CLIP) ; De Y...... �� NS , PRODUCTRGVISID ezmnml)inaxfANe Fle^Na 64 7 •acpemewL?-o So Zg D9 a �A9 e �q STATE OF .'ry IAPfL' 1 4'2015 INSTALLATION NOTE: ATTACH S5! DL WINDCLAMP AT EVERY SLIDINGCLIP LOCATION S-5! DL WIND CLAMP HW-568] SET SCREW MUST BE TORQUED TO 140 in. lbs.) i SLIDING CLIP DOUBLELOK PANEL 24 18" AND 12" WIDTH --- --- —---------- ---------------------------Bg ------------------------------------------------------------------------- e 1/4-14 x 1 SELF—DRILLERe W/WASHER [FASTENER #1] (2 PER CLIP) ---------------------------- 6� a"ere a •e a.,r. as axn mrome m a� rs. n®v:uvaoo a • m runv a cmo:. PURLIN MIN. 16 GA. METAL a mr'm m°rmw¢an AT 5'-0" O.C. MAX. `peonaD inn ro WtOWCf R6ViSED .�`�\�i•�,1GEN e acp1ylnRwiO ilu Mdd" 642 emiamxc"ae gy •.c'•, ' STATE OF Cam.rc.� �OP 2 .. Fys/CORIO L eiy ONAE 0` . n„un 1% z015 SSIN DL WINDCLAMP [HW-568[ ROOF PANEL PANEL CLIP PURLIN Only for use with 2122 and 2124 dips. Torque set screw to 140 ints. Double-Lok Al D—U U.U. MAA. rawocracv�seo ��e�a�'inuaFl�m ZA�pmw 20 Z Ma /9 By .,.sce�w� I.. m t I 42015 HCITES- ®5/16 DWYTm HOLES ARE IN RIBBED PAtL'LS ONLY 6 ARE 1.5' BACR FR➢N B➢TH ENDS NL PANELt6 1ULES EACH EHB 24'g 6 f S EACH END 1H'J maw I NOTE L➢CATINS CDVCRAGE DIM 'A' DIM 'B' RIBS STRIP MOTH CDVEPAEf BIM 'C' BIM D. 12' 11.94 IO 17.94e. 24• 4.➢D➢ 2.693 24' 23.94 S386 YES 2A94' IB'1.693 18' 17.94 1 3.386 AS 23.94- 'STRIP VICTIM TMERANCE a1/8/-O Ww Wubla-L SlIding O HW-2122 HighOpuble-LOR SIIGIng OF HW-2124 +n N•�� a4 [wm SIDE V EW rmur awn m m1 � aav aauo[v ,vTT MoDua re[II RIIM Du'IMP T AreeE . Evi Nop r bM sl f 1/l' atl AW 1 I/P p rea ahybn n/ J5 9'•, STATE OF .\, n 0. •. F<0RID P•'�t'� S/ONAllnn"G``` APR 14 2015 DOUBLE-LOK PANEL PROFILE DOUBLE-LOK PANEL PROFILE PANEL PROPERTIES PANEL PANEL YIELD I TENSILE ELONGATION HARDNESS STEEL PAINT COATINGS GAUGE THICKNESS STRENGTH STRENGTH COATING 24 .024 MIN. 50 KSl 1 55-70 KSI 1 20-36X 1 50-155 HRB AZ 55 1 SIG 300 KYNAR PANEL ACCESSORIES CONSTRUCTION FASTENERS MG GULF -SEAL SPECIALTIES, INC. SPRING STREET AND VAN REED ROAD P.O. BOX 508 PR BOX 6326, VYDMISSING PA 19610 Txr-.IA. SOUTH HOUSTON, TX 77587 4 a1Irt II aWID xAwW]IRM[-IItmH � iK ...,^iwu anr�nvoarwo rrmc ruo p tl winwavKmRm-rmm[ � ra axa um. oumm�wc-anw 1 Y� vH1A Ir6a1r4A-r®aN SCHNEE-MOREHEAD, INC. wxrlur Wmnmm-rmaae III NORTH NURSERY ROAD T muwrcwm-rums IRVING, TX 75060 vrx rlumnvrw-rump aNMm.r-a1N —� PERMATHANE URETHANE CAULK NOTES: I. IKE 24 GAUGE DOUBIELOK STANDING SUM ROOF PANELS SHALL BE USED FOR ROOF CONSTRUCTION ONLY. THE ACTUAL ROOF PROJECT SNUL BE COtSTRUCIED UlSNG THE SAME DEWS SHOWN ON TUNA DRAWINGS INCLUDING a DETAILS OF ALL PANEL U47MC CIVAACTOUS005 AND SECTIONS WITH DNUFNSDNS AND THICKNESS b. ASSEMBLY DETAILS INCLUDING ALL CONNECTIONS FASTENERS DIAGRAM WITH SIZE AND LOCATION. 2A THE WVODM PANEL SPAN AND THE I(III ALLOWABLE DESIGN UP-NYT XGATVE) PRESSURE OF INS ROOF PANEL SHALL BE BASED ON THE FOLLUMNG AUZIUBUS: DOUBELOK 12'-21 GA PANELS UAMODU ALLOWABLE BENDING UO&W OF P}NEL AT SUPPORTS - 200.00 Fr-UG/FT MAMIMW ALLOWABLE BENDING MAIM OF PANEL BETWEEN SUPPORTS = 160.00 FT-LBS/Ff ANTI PANEL RUCTION AT SUPPORTS - 440.00 LES MAMIMUM ALLOWABLE DEFLECTION OF PANEL - L/240 PANEL'S O VALUE - 2.605,R7552 LB-N'2 THIS ROOF PANEL IS APPROVED FOR A LI MIMUM SPAN OF 5'-0'. 20. DE VAMNUM PANEL SPAN NO THE UAMIUUY ALLOWABLE DESIGN UP -LIFT (NECA7NE) PRFSSLDRE OF THIS ROOF PANEL. SHALL BE BASED ON THE FOLLOWING ALLOWACLLS: DD I.BDK 18'-24 G0. PANELS WQIJUY ALLOWABLE, BENDING WOMENT OF PANEL AT SUPPORTS = 71.20 FP-UG/FT UAMIMUU ALLOWABLE BENDING MUM OF PANEL BETWEEN SUPPORTS - 51 FT-LBS/FT UWMUM PANEL REACTION AT SUPPORTS - 156.64 LBS MI ALLOWABLE DFFIELTON OF PANEL • L/240 PANELS O VALUE = 848,931.84 LB-IN"2 THS ROOF PANEL 5 APPROVE) FOR A U4MIDU SPAN OF 5'-0'. 2C. THE UAMIMUM PANEL SPAN AND THE MAMNUU ALLOWABLE DESIGN UP-UFT (NEGATIVE) PRESSURE OF THIS ROOF PANEL SHA . BE BASED ON THE FOLLOWED ALLOMABLES: DOUOELOK 24'-24 GA PANELS MWOUNU ALLOWABLE BONDING MMFM OF PANEL AT SUPPORTS - 53M Fr-UG/Fr MAX111I ALLOWABLE GOING MUENf OF PANEL BETWEEN SUPPORTS - 42.66 Fr-Uffi/Fr UAMWUM PANEL REACTOR AT SUPPORTS = 117.32 LOS 1LAOMW ALLOWABLE DEFLATION OF PANEL - L/240 PANEL'S O VALUE - 631 LB-IM2 IHS ROOF PANEL IS APPROVED FOR A MADUUU SPAN OF 5'-V. J. ALL PANEL SUBUEWELRS SHALL BE STEEL WITH 16 CA UWUW THICKNESS 4. DVS STRUCTURAL ROOF PJI PANEEL(FSYSTEL HAS On DESIGNED N ACCORDANCE A m THE 2010ELFBC AS APPLJG BG IRS FOR USE DESIGNNPPRESSURES AS 2014tPIC NED FROM SECTION 1620 AND ASCE 7-10 MUST BE WULTFLED BY 0.60. MODUCFLIEIRS£D m hvllNYmP tnLh llie PbAda w=uo.scm. waap,mc N.15 -0 5 o5.2g L�u19 � IDe ti GMm1 STATE OF 142015