Loading...
HomeMy WebLinkAboutProduct Approval11/13R01R -1 do— Iq In Va nrpvmnm "r, Or %No- Building Cad. Online RISCT�: I ry L e ' r " ' "�m�"mac' ` �.n'apau u.. same s.rn.mr �son. ar.m ww¢nnnr e.n.nu non vn B.a Len. Imo' s...n trial . i9 Pmade¢ Pplacyal 4, our 'mneas�4g. Brace+, aeo,rade, ^'S0plNpgmBid +aeldo,,d. aYM1R tOiL ffTiT' <: FL e AppllCatlon Type code varsmn Application SONG eemmenta ARTl,dad Purdue' Manufaeturer Addlesa/Ph.ae/Email Authorized Signature Teohaleal Representative Address/Pborc/Emall Quality Assurance Represenrative Address/phone/Email C#¢gory, SnbGte9ory MI50761R5 Re,do.,1 2017 1 Approved I Global Pre.tetfl0n FatalUC. 4600 Sw $1st Street #lea Davie, M33314 (954)699-7545 and.mblearm®9ppentmm M. Robinson tlm.mbin' n®gppmbmm Tim Pobimm� 4800 SW Slit Street Davie 'M53314-SSSI (954)61191]545 Om.mbinsen®9gpena.mm I Shutters sm,m worth Cnmpllance MCNM Evaluatba patent from a Florida Registered Are -lid, Ora Ocenaed Florida pmfe9ei0nal Enghrter Mhort ae Repdrt - Hardmpy RHeNed Flarlda Engineer or Arehite d Name,,he devemped the Welter A. Tllit Jr., P.E. Munition Repoli N.Bdo limns¢ PE-a4167 Quality Assurance Entity National Acvedltatlen and Management In fteure Quad(W Assurance Contri Explralloa Cote 12/31/2020 Valldated By Sohn W. I(nexaai BE • Validation CheWlSl-Hmdmpy Received Certificate of lndePenden[[ FlI<O]R RG of f Ban' p — ERENDENC�_ R I5076 Rc 01 Gl QDAJ p Re(eren¢05[endard e0d year (of Standard) ..... Ban, rai Standard!l yer ASTM E330 1.02 SM 12 1 1999 2/2 TAS 201/2003 1994 Epulvalenee of Broil Standards earclfied By htlps:l/MndabulldingmPlpr/pr_Opp Ell.aspxlpamm=wGEV DquST3FRZyIPz136eMugF/ QnO nEWUI 6SMNdvq%3d%3d 12 110=019 SeWons from the Cede Pmduct Approval Method Date Submitted Data Validated Date PeMing MC Approval Dale Approved zummary of prpduds %Me BuldNg Code online Method I Option 0 08/31/2017 09/06/2017 Og/ll/301] 12/12/2017 FLY Model, Number er Name Onse'il 25076.1 20 Gage Galvanized Steel Stares Demlgated G'T"Noed Sol StOnn Perot, retained or not by PaneIVWHZ itr0C4z to provide htmeane proportion. Limit. of Use Approved In, use In HVHZ: Yea Installation habitual FI150}6 RC Approved br use outside N", Yes Nf.L(1 f }n CGf El Mau PAGE. mi, Design Resorted!: Yes Design Pressure: N/A V....— 9y: --a A, --sit, Jr„ P.E. PE<d1fi} Other: large missile Ill resistant with Maximum span of Created by Intlepereent Third Party: Yes Evaluation Repwls l2'-4'fora Dr-q].ep.z.1. 0.500eslgn load for regular panels FLi[ (zre zM1eet 0 6 10), Maelmum ,an is B'-B' far ilia sakty panel ALUArTQN and S"f-'br E-Z bung bands. Fill or, Vea[ed by Intlependent nled Per: Yes 15076.2 2a Gage G"Venized 5teel$orm Can -gated Selvanlzetl Steel Stand Panels retained or not by eemels/NNVHZ saris to pmvide M1urrlpne pmteid.n. Llmite DI Use Approved for use In feel No InstailillDn InrtNHlen9 iRiS Approved far uae Dutslde HVHZ: Tu i41 2. HI 6N ZED T El STORM PA Impael Resistant: Tez Verlfletl of; Walter A. TI"I In, P.E, 11-ga16) Design Pressure! N/A Otheraarge missile opened resistant Mrh Maximum span of C .ed by Intlependent Third Par: Yes Evaluation Reperte 12'4' kr t/.20 If ASD Design load and 13'-0- far a/- 20 psf RIEM M q ASD Design load for:eguiar panels seemed ntheit-h- header 13. Ra001 z'z mspedively. See sheets 3,5,9,10, 11. 126 Vofinz[altaHen drawings created M1y operendent Thlyd Per: Yea for other spans and breazurca hazed an mountlnp mndimns. lasso a:: mo sl.l. m of ,.,a"u,seesn eo: E Eiz l Appose.. em.peo I Credit Card Safe CMMM Areme b.Sat — r: hftpzfl(Ipddabuiking.olglprlpf app dllsSps2pammw,GEVX nu573FQZyiPd36oMugFVFUOT9z Ua96SMNdvp%3d%3d 272 1'a000Cr WALUATION REPORT NO 1]03090] 2.2. TEST REPORTS - Large missile Impact load tests were performedlunder SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform stall, loads as per Section 1709.8.3, per ASTM E-330. Test repods prepared by American Testing Lab of South Florida, Report # 0814,01-01 dated 03/11/02. witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hallam. P.E. and Report No. 0219.01-09, dated Febmary 25, 2009, signed and sealed by Edmund. Largaespada, P.E. and Henry Hallam, P.E. Large missile Impact and cyclin loadings per Protocols TAS 201 8 203 as per 6ection 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC: Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jacloteno, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance wi section 1604 Of the Florida Building e. Calculations eco Inc.. dated s 2/18110 and 08127//13 (for this revision), evis on), signed and sealed by d by 1Walter A. Tillit, Jr.. P.E. 3. MISSILE IMPACT RESISTANCE• Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE• 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.0.), drawing No. 17.142. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thm 16 _and 18 of 18. of Product Evaluation Documerl)I(p.6,L},� drawing Na. 17-142. 24 Gage Galvanized Steel Storm panel halIU�s.q�p�f8d Cdc-code compliance to work as a non -porous storm shutter assent oer:.A'4%fil ioo QI—A..-a No. PRODUCT RVALUATrON RFPORTNO 17030a07 S. INSTALLATION - installation shall be performed strictly in accordance with details indicated on sheets 3 thm 8, 12 thru 18 of 18. of Product' Evaluation Document (P.E.D.), drawing No. 17.142. Minimum separation lo'glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 17.142. 6. MATERIAL CHARACTERISTICS AND'SPECIFICATIONS: Shall he stric0y in accordance with General Nole's and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17- 142. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 17-142. 7. LIMITATIONS AND CONDITIONS OF USE 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thnr 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17A42 prepared by Tilteco, Inc. and signed and sealed by Waller A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE 20NES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured ;concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Welter A. Tilli6 Jr., P.E. (Florida License No. 44167), President of Tilleco, Inc, (Florida EB-00067191. aJQXM PANEL SHOWN ON THIS PRODUCT EWLWTION DOCUMENT (P.E.0) HAS BEEN VERUI D FOR OOMP4WCE IN ACCORDANCE WAR THE 2017 (6tp EDITION) OP THE FLORIDA SUILOING CODE. WE STORM PANEL SHALL NOT BE INSTALLED AT MON WLOOTY HURRICANE ZONES (MAMA -DAME / BROWARO COUNTIIrS, L DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC "No JURISDICTION WHERE STORM PANEL WILL BE WSTALJEI AND FOR A DIRECTIONALITY FACTOR AND SMALL NO EXCEED THE MA%IMUTA ("D.) DESIGN PRESSURE RAPNGS INDICATED ON SHEETS ORDER TO WANT THE ABOVE CONDITION, ULTIMATE DESIGN WIND LEADS DETERMINED PER ASCE 7-%0 SHALL BE FIRST DUCEO TO &S.D. RESIGN PRESSURE AETNA RV MULTIPLYING THEM SY 0.6 IN ORDER TO COMPARE THESE W/ '1 (AS.O.f SICN PRESSURE RATSNOBSCS INDICATED ON SNOBS 3, R TIRU 12 h 17, 1R. ORDER TO VERIFY THAT ANCHORS ON IRIS P.E.D. AS TESTED WERE NOT GREW STRESSED, A 13% INCREASE IN ALLOWABLE IUS FOR WIND LINOS WAS $NTT USED IN THEW ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN WRDANCE WAR NUS 2015. IBM PANEPS ADEQUACY FOR IMPACT AND WNO RESISTANCE HAS BEEN VERRET) IN ACCORDANCE WITH SECTION 1609.1.2 OF i ABOVE MENTIONED CODE AS PER AMERICAN TEST LA) OF i.50U R RORIM AMOR15 JOBAM1-OI AND 802I0.02-09, AS i BUD J2-99 y ASTM E IM-02 SGNOARDS, AND AMERICAN T,,W UB MUM FLORIDA REPORT #1123.01-10 1 PER ;-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF ME XRDA BUILINNG CODE. 2. ALL ALUMINUM EXTRUSIONS. TO BE W63-T6 ALLOY AND YEMEN. (UNLESS ONERNSE NOTED). SEE GREET 2 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-H14 ALLOY. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURµ Wµltt STEEL ASTIA A-653 GRADE 80 MINIMUM, G-60 VyYANIZED STEEL DMICM71ON W/FV� 92.2 All (AFTO ROLLED). 5. ALL SCAM i0 BE STAINLESS STFFI, 301 OR 316 NSI SERIES OR CORROSION RESISTANT CRATED CARBON STEEL AS PER BW 50DID W/ 50 Lsi WELD STRENGTH AND BD Rai TEN9LE STRENGTH Mo SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241, 3.3A. 6. BOLTS TO SE ASIM A-307 GALVANIZED STEEL, OR µ51 304 SERIES STAINLESS STEEL WAR 36 Wi MINIMUM WELD STRENGM. L ANCHORS TO WALL SHALL BE A9 FOLLOWS: (A) TB FY CTNL COJLfj[ N MICHORS AS MANUfACNRFO BY I.T.W. BNtlDEK, INC. (I,Gn. ('o-3192 p.e 6) 7/B' EAU( -IN ANCHORS. AS MANUFACTURED AT POWERS FASTENERS INC. I/4'0 a 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED ITT ALL POINT SCREW, BOLT & SPED Ey CO. (Min. Cc-3000 P.aiT p14-ID PAWLIATI: PEWJE 10 h PANELMATE PLUS ANCHORS, AS MANUFACTURED BY GDO CONSTRUCTION PRODUCTS. 1/4'0 WRAC NAILW ANCHORS, AS MANUFACTURED BY NAME FASTENERS. NO. A I) MINIMUM EMBEDMENT OF TAPOW ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4. 2' FDA ELCO PANEUWTE AND 1 3/4' FOR ZAMAC NAILIN ANCHORS 0.2) CALK -IN A SOUO-SEL ANCHORS SHALL BE FLIBEDDEO 7/H' INTO THE POURED CONCRETE NO EMBEDMENT IWO STUCCO SHALL BE PERMITIEO- 1/4- 0-20 SCREWS USED WALL BE 1 1/2- LONG MINIMUM WOULD ENLCC0 MST, AND I' MINIMUM FOR WALLS WIN NO STUI AND MAY BE HEADED SINEWS OR ALL THREADED SCREWS W/O HEAD, BUT WAR KING NUTS. A3) IN GEE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS, STUCCO Op WOOD WAGES BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LAND ENOUGH TO REACH THE TRAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MENTIONED IN AI) AUTO IN A2). (B) Tn vIRINONFPETF q p[K wl!I eBTM G-90; - 1/4- 0 TAPCON aNCREW AS MANUFACTURED BY L T. W. BUILDEX. AND, - 1/4' 0 a 7/8' CA&R-IN ANCHORS, AS MANUFACTURED BY POWERS F45TFNERS INC. - 1/4'0 A 3/4' SIXN-SET ANCHORS. AS OISTRIRIREp 61 ALL POINT SCREW, BOLT k SPECIALTY CO, - #14-10 PAN IUMOE FEMALE 0 AMC RANEWNE PLUS ANCHORS, AS MANUFACTURED BY ME C014STRUCVON PRODUCTS, - 1/4' P ZAMAC NAIL IN ANCHORS, AS MANUFACTURED BY EMITS FASTENERS, INC. BIT MINIMUM UIBMUE14T OF TAPCON ANCHORS. MOD PARELMATES ANO LM.1C HAAN ANCHOR, INTO THE CONCRETE BLOCK UNIT SHALL SE 1 1/4'. 0.2) CAUL -IN h SOUR -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO ME CONCRETE. BLOCK UNIT, NO EMBEDMENT INTO STUCCO SHALL BE PEAMI TIED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD SEUCCD COST, AND I' MINIMUM FOR PRATE VRM NO STUCCO. 0.3) IN CAGE THAT PRECAST GROW, OR BRACKET CONCRETE PANELS, STUCCO OR ROOM BOARDS BE FOUND ON ME EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO PEACH ME AKIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED W 0A) AND W 9.2). TO IGID Luf 000 INN 9P! 1/1"0 TAPCON ANCHORS, p5 MANUFACTURED BY Li.W. •bDE% UIL. INC. jH-10 PNJEIMAE FEMALE ID AND PrWELMgE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 1/4"0 LAC SCREEDS PER NG.5. 2/TO" X 5/6' WOOD BUSTING, AS D191NIBUTEO BY ALL POINT SCREW. BOLT 6 SPECIALTY CO. CAT MINIMUM 1 THREADED FEMALE ALE ID. INTO WOOD OP I FROO.V AfRHIXyS SINLL BE 1 1/2- AND 2- FOR CLEO PFNEU MIE PLUS AND PANELNNF FEMALE 10, C.2) MINIMUM THRUOED PENETRATION OF LAG SCREW, INTO IRE WOW FRAME UNIT SHALL HE 1 1/2'. NO THREADED PENETRATION INFO STUCCO SHALL BE CONSIOLNEO AS PART OF THE REQUIRED THREADED PDADMATION, O3) MITI EDGE DSGNCE OF UG SCREWS. WIOIY/OW SHALL BE AS INDICATED IN THIS DRAWING CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8'. 1/4" 0-20 SCREWS USED SHALL 9E 1 1/2" LONG MINIMUM SHOULD STUCCO MST, AND 1' NINIIAUM FOR WALLS WITH NO STUCCO. D5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WIND d0AR05 BE FOUND ON WRAC E%I511119 WALL, ANCHORS SHALL BE LOIJG ENOUGH TO REACH WE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C,1), C.2) h C.4) (D) ANCHORS SHALL BE INSTAULED FOLLOWING ALL OF THE REMMMEWATIO14S AND SPECIFICATIONS OF THE ANCHOFS MANUFACTURER. S. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING IINSTALLATION DUALS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 THROUGH S) EXCEPT TINT HFMERS(D Q® SHALL NOTiBE USED. 9: IT SHALL BE THE RESPONSIMURE OF THE COMPACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER A, TO M ATTACHED 10 WSURE PROPER ANCHORAGE. MIS SHVRERi SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD NAME BUROWOS. 10. EACH REGULAR STORM PANEL WAR LENGMS OVER 90'. In PER SECTIONS 1, 2, 4, 5, B AND µTERNAIIVES JR. 3W h 411 ON SHEETS 4, 5, 0 5 2 RESPECIMLY; SHALL HAVE A LEGIBLE AND READILY "WILE MARKING INSTRUCTING COMER OR TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PUACGE OF HURRICANE WARMAN. 11. THE INSTALLATION CBNTIMTOR IS NO 5 I THE BUILDING TO PREVENT WINO/RAW FINNED,K µL BHUNGS COMWNUT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WIN 12. STORM PANEL INSIALAIION 9NLL COMPLY WAIN SIDES IRRIGATED IN RIMS DRAWN PLUS ANY BUILDING AND ZONING REGULATIONS PROWOED BY WE JURISDICFON WHERE PERMIT IS APPLIED 70, 13. (a) THIS PRODUCT EVµUNION DOCUMENT (BLOT PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE MFOgN/JION FOR A 511E SPECIFIC PROJECT; i.0. WHERE THE SITE CONDITIONS DCVLATE FROM DE P.E.D. (0) COMPACTOR TO BE RESPONSIBLE FOR WE SELECNW. PURCHASE AND 'RETALIATION INCLUDING LEE SAFETY OF INS PRODUCT BASED ON THIS P.EO. PROMDED HE/SHE DOES NOT BEWARE MOM WE CONDI110NS DETAILED ON RIMS DOCUMENT. CONSTRUCTION WEN AT SRE 15 THE CONMACTOW'I13 RESPONSIBILITY, (e) THIS PRODUCT EVALUg10N DOCUMENT WILL BE CONSIDERED MVAID F WAITED. (d) STE SPECIFIC PROJECTS SHALL BE PREPARED BY Al FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WAR. BECOME THE ENGINEER OF RETOLD (M.R.) FOR THE PROJECT AND WNO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.EU. ENGINEER OF RECORD, %C1WC AS A DEIEWTEp ENGINEER i0 THE P.E.D. ENGINEER, SHALL SUBMIT 10 THIS UTTER ME SHE SPECIBC DRAWINGS FOR ER TO (o) THIS P.E.D.ERF RECORD MAR WE WIE AND ORIGINAL SEAL µD SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WHAT PREDATED IT 14. SHUTTER MANUFACTURER'S LABEL SHµL BE LOCATED ONI A READILY W51ME LOCATION AT STORIA PANEL SHUMUR W ACCORDANCE ATM SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR CVERY OPENING, LABEUNC TB COMPLY WITH SECTOR 1700.9.3 OF THE FLORIDA BURRING CODE. I 24 GAGE GALVANIZED STEEL STORM PANEL ML p KL .OBAL PROTECTION PRODUCTS, LLC.1 III Me P. paleeh9em',;;! ivAH,er-Rm 1 17-142 _COMPONENTS FOR REGULAR. LIH SAFETY & E—Z HANC SjggM pANEL SYSTEMS (SC 1/2.1 ) 1 s.nr (Tom wmdl —__Izs9o• (RRCTYE morx) � ( �j!a7'� , 250 1 -IyiElmEn Ez4- lun. rx EBGE 1014EVl�11, vi TH ISN a6q] EIYCE 6] Mxu •—BnaL • E-LB cuv. eu¢Es s.uu a xnaMro awars rPW 197WpR . ar Eno ar IEn sw1 or rum r1.J5o' % IW 1.2to.-I p �v-2 IETAIL Iv/ Neuuro tact. bar •.� Bo.OY 250- �2591'� XEMME�y e.E2!' 2513 )SCMEIBIG VIEW DETAIL A 00• ROUNDED CORNER O ENDS OF PMOVS .IJ]• 57 r_a STI._� MD IIP W/ HNMED EDGE (N.T.S) a00' F y7lss• .mz• I. .091. osr.) J DAD. - O KEY HOLE WASHER IM100-him uuN. ALmr 2124' .750.E 091 ' LzsB- .CDs• O SLEEVE 2 1 /B" �I �J MAX. LENGTH --19s- 1—2400'--' z.EbE• 2.548•J I"e la� j In• O REV. "H" HEADER O8 "U" HEADER O I'0 —i• NN 10 SLEEVE 7" MAX. O .n4---3,00' tee. LENGTH 0 ANGLE Ls l• an• .ass. ��AD• ..NO .D,• 4.253. 1111Ep�P.�TII[%lf•_. RabO'i -�4 .u]' paR IdD® aBo•IWINGNUT .' 1Y. ENS•`"•.9 I E05 4JY. m MW. O . L—z.osB' Irvo) La�l �., 4.' L—saLss—mans—i ? 0. 44167 •i* aa4� •e ., 13 BUILD —OUT "F" 14 BUILD —OUT "F" TRACK 15 & 5® WASHER=9�,r ``'••..0 TRACK ANGLE(ZAWC ] Au . K' () "H" HEADERi O3 .F" TRACK ® ANGLE WITH STUD E.024• It) - L.N. SIEEL 'v ,.I B.zse•E 1 15 OR 5® .125' .PET9lL_I ' PANEL r Emn mrtcq ilE. 44•GAGE GALVANIZED STEEL STORM PANEL E GLOBAL PROTECTION PRODUCTS, LL 9 enyw.I.,W�l en-�"� enorvN lDBaeeD-i515, mu 65.1e00-m9r 17-142 WITN ANR nDRn MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) D —w M ISM DESGN PRES .E MTNO. (P.f.l.) vv -) LYINCRFIE & W000 IN9,RLLATONS f L+ L- ao Ip_o• u'-o. 15o ra'-O• Ir•-e• Jao u'-a' ID'-q' J5.0 10'-10' 10'-0' e0O 1041 9•-r e30 g•�• R•_p• mo p'_I• R'-I' 55.0 W. e•_,• ,•_,• 65.0 Too A.0 loo 0.0 )b' e•_5• Sao e'-p• 6'-a" ➢SO 6•_p• E•_p' IWo IO50 1100 ,•_,• 1150 6•_e• IIp6 ,l5• DIRECTJMOUNM AT EACH MAXIMUM PANEL LENGTH "L+" 0R "L-' W%IMIM w5 D. DE GN PRf550RE M1WE LOMCREIE k "'00 INSf.LLUiIONS f L+ L- zo.o u'-o• l J0.0 11'. 10'-Y ]SO 10'-10 1'o- 100 q'_J• 130 q'_I• R'_)' wo 51.0 elJ• )•_q• 10.0 )'y. MO e5o )-o• e•-,• Rao e•-9• e•_1• PAO Wo 1050 110.0 J'-1 Vqe !_0• YINWM WPAMOON TO CUSS SCHEDUE YU]MIIY PNIEL I WH WINO $PEED C 170 m A MD 9PEOD > 120 m.pR (^) UNRESTM RESIRLMD IRiRESt Dl RESTUNED 30 OR (E95 1' 1• B e 1/a' >BD i0 115 I' 1• ) IJ2• ) I/2' MINIMUM PANEL LENGTH (In) FOR A GIVEN MO NTIN ONOITION TGp I.SYI.S' Y' BUIt Y tw B BNN-OUI BOTTOM WM XUDER HDbER SruD NG4f )MCH I�OE E TM4 WISa nosWLs DIRECT uwm Ie' 32• M' Js• 55• Sp• I sw 4 LSl'.L5' STUD ANCLf ]S• M' ]a' F' R' SB ]B' 3 Y iRACN y' m. ST N' 8T Ep' Bp• E W LSIpE�hO PIE�N So- J2• ]2' 19' BD' 66• SB' E C s M0x 30 32- 32• ]3• 6p' 56' m. D.M.. 3Q. Iz) /4, 3/4, 4/5, 5/5 @ 6/5 W/e, 2W/6, 3W/7 A, 4W/7 .WCXOR9 Om SCH,w ON $HEFTS P. 10 all) REGULAR STORM PAN L n ELEVATION 9,657N.T.S. 1/I' Yv., W gA (I.p1. pyD0Av al N)K1F VMLE1') ,^ L^J ro : 95 P..I. Y.. A.S.O. 1. ws.0 OESWN LOAO5 A No. 44167 1 i �* p zvn Innm vm �Ll bxm.aAlxv 9on�, vw) m qmi..,-,ul EB-9WB11a WILIER w RIII L_ P.L 24 CAGE GALVANIZED STEEL STORM PANEL ,ly g� GLOBAL PROTECTION PRODUCTS, LLC. Ivwrvlv)aD rnae P.Iluv-ryn. lu, tnll.ev-ervl BB)uI/Il pw 17-142 d'u y,'•y ,gprt rL. o w Si¢n l D• 10 INSTALLATION QUAILS FOR R GU AR PANE n INTO POURED CONCRETE OR CONCRETZ BLOCK STRUCTURES —E%, ISnNO POURCO CONCgLTf g51Y1° YDURED CDNCRflE Ofl CDVQICff 9L0CK I�q CONCRCIE BLOCK REWIRFM1 CONCRETE µCHMS REWWRED (SEE SCHEWIF ON — CONCRETE µ[MOMS_ SHEER B 1NRWE8 10) �, I J —%n� SHEASC9FINR00ULE 0H ID) \ — EX�INGURED N o 1/2- I/•• V CONCRETE L -ICI t/2• : I • REWIRED. 11LNU�' MN%. CDNCREIL ENS (SEE SCIIFOLLt ON 1 1 SIB. ' SNEET58. 11WOI:CNID 1 , I I I 1 I I SO EO feu nls Ns/u) I e�EP /••-ui. E SS TO CAss % I dim euL I 11 SfPYUiIOX F%ISRJ (SEE SCHf➢IM1E I %�1 'L•Ge., (SEE SOMEWLE 1 4wdx pm >-e'1 I 1 GU55 ON SNEfl J A 1 I ) I r PµFl LENGTH II W SHEET J) �I- I 1 I I (SEE SWEWLE II I IMn. SCPµRION CONCRETE WCNOR% I I I ON SHEET a) A I u N!rI I TO GUSS 1 i• IAE.. (ME SCMEDUIE Cfl�r--1 II PµEt LCIWIH —1(SEE SCMfDYIE I PµCL LCN°TM sKEETs 9 1KROucH I I i 1 I 0� ONE 5x5 ¢TCO]� I' an 5H Jl I RON SNEHEWLC n I BASE I tlASiH� Y I 1 I GLASS i 1 nl AW. SEE; GIASS E.O I 1 llw �n I 1 NA% I I ) E.I . L / •e9' I E� I I 1 1 I ' E.B. IXISTINC PoURJ I I 5 L 5 I I • . Ky wxa xnOR CWCREIE ORCERCRETE 1 4i, 9 It 1/i OC �.•:: D 1•-r°p,aSi¢9 i P REWWCO. MOCK CONCRETE µCXWS / J IA$ CPPUCAIM1E)I J (SEE SLHEOIAE ON i I 4IEKNATE 1• r1in,'- o n In• OGR,ICEFS L 'Mow. ID) I LEG LOCATION SwA OLU¢OIHN µpwfl5 SOLID V µE ISEv & W/ <CR WNFN EFISTIHL -L-EO CONCRETE K1ERI..iE CWCREIE� •�yM ,,IitIN6 PoOPF11 CONCRETE PANELIMTES µC11OTT5 OR CONCRETE BLOCK MEN OR CONCMRC BLOC% REWIRED. CWCREIE µC ORSJ PME VSE°, I flEOCONC (SEE SCNEWLE ON BEACCERED W/ SNO SXEE15 9 THROUGH 10) (SEE SCRIBBLE ON SHEETS 9 1HRWGH 10) I BUILD -OUT MDUNTIN -WALL MOUNTING / DIREGT MOUNT SECTION 1 S .TION SCALE a/e.l' SECTION 3 srAlE a/Bn' I scuE a/e-r EN � FLORIDA BUILDING CODE Non NI h Voloclly Hurricane ZOna) mon mrzsa, nc 2< CAGE GALVANIZED STEEL STORM PANEL RL E.D. - EDGE DISTANCE NOTE FOR COVRNATON OF c oXc: ND. 44187 oR..x R.. (SEE SCHEDULE ON TOP 90TN MO ` n N nu e•/w/n OS CAN BE IL PRODUCTS, SHEETS 9 k. 10) COMBINED ANY IN NY WAYAY TTO SUR ANY -D 'L• GLOBAL PROTECTION P�RL, o•m INSTALIATION. 90 ••'. )D . rC W.tI ,�i:4ni e.:.i u.vaia10' X[. h »ali ,C Q i •�'-rN:� rwm 0>geev->s•q rm Lvs.pm-e»v 1 ]-162 ' ~— M1NlD1AIWT. P£ M. .....• gases • mer x van . I EXISTING POURED _ CONCRETE REOUWETI �. 1 EnSNJR POVRED C011CREIE REWIRED t CWUE. AHCXORsj (SEE SCXERIAE ON SHEETS 9 THROUGH 10) CEILING AND FLOOR MOUNTING SECTION 4 scuE a/B.r .4V 4ay. 1 PANEL LENCM i (SEC ON ON SHEET ]) S�A w WX. OC OI llµ OR SURC 'WOMEN) BUILD -OUT MOUNTING SECTION 5 SGSE J/E-1' i (XISSWC POURED CONCRETA__._ DR CONCRETE CLUCK REM I... £ROM AT 3) �'I EP' L [ MflANCHORS ON LENGTH I CIFi (SEE SCIE (SEE SMEWIE ON 1 SfFfiS 9 MflOWM 10 I L@2 1/B' LONG µVMINVIA SPACERS E515nxC POVREO CWCREIE j 1/4 O U I S OC mEt Wfl VAV µL 0 . P LOOS T 3. PµCL IFNCMS PER SXELT J. 0fl CONCRETE BLOCK REOWREO.1 1• XM. LONG µy[IINUX SPPC£RS 12 1/2' O.C. (SEE TABLE 11 ON WALL MOUNTING /DIRECT MOUNT W/SPACERS (9i OR P. TUA I E7XdIDl:� O. 4418T L i omn mrzm. nc. 24 GAGE GALVANIZED STEEL STORM PANEL ED. EDGE DISTANCE NOTE FOR [OMPNATON nF RECTO <; 0''�u — ��P—? (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN DE GLOBAL PROTECTION PRODUCTS, LUC. Ww�.1j SHEETS 9 h 10) COMBINFO IN ANY WAY TO SUIT ANY N nwT 1[anxa • [naln�[[�Nna coxPwr r wNv.o. St sm[fl INSTALIATION. 9O '., SC�D({[Q ;; •�WC`,+qua n��w.r.. pey»jai °i �a. (n.len ip4 iu PSOavv-nn A-142 t�rVS11Lf LL fB-W0611u� SX[[i . S IC . V V � WnmAN IIW .. niE m EIYJ IHL.LA nVry utIAILS FOR R rULAR PANEL IAITYI 111/ -- .-'-• • CTURES MMU D µCNOPS SCHLODE Njt ET 111 EO e PLA � H'.-fen• r—(SEE HEET EOJLI �:/ v f�a rFwn Fnu EO v ED r.4X, 4 ONO WAiNVN SPI.CEN5 O 12 1/ 3'1J i" Mµ O.C. (SEE TABLE 11 ON I III I ISHEET I PµEL LFNUH (SEE 5CHE)ULE ON SHEET 31 L_PA4CL MATE ITUkE 10 OP PANEL WIFE MVS (SEE WHEEDLE ON SHEET 11) /T 311• NOW PLATE REQUIRED f �l DIRECT MOUNT W/ SPACER 14A ,`C I ALT O 121I SEE iPfiLE UE11 /1 ON SHECI 11 fFMµPRNEL 8 MAY.. A .D OESION LOADS ERO R THIS INSE1.00N. I 1 'ME HOPS SiAGGETKo ER s (ME SCHEDULE UN sXELT 111 _ 2 Ef WOOD PLATE REQUIRED MLL. MOUNTING ALTERNATIVE 1W ILFCT MOUNT SCALE 3/a.1- scuE ye-r • ROIFS: NOTE FOR POMR Ny I. INSTALLATION PRE ONLY VALID FOR MAY, A.S.D. er DESIGN PRESSURE RATWG (PAO AND PANEL LENGTHS ' TOP I BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET ] (EXCEPT FOR COMBINED IN ANY WAY TO SLIT ANY ALTERNATE 2Y/') INSTPLlAT10N. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO 2. W/ SPECIFIC EMERY OF O.SE OR EOUAL PL. efµ/5lttxrypE/OAR k Mm l I• MV1. gppgATION M OASS IR.,,,1 D ON MEET l MAY BE REDUCED l0 I/O A5 R. AS THE iDLLpMxc coxomoxs µE COWUM WITH; I (I) MMMUM ASD OESIGN!pR65URE M1WC M ♦CO. -65 p.A.1. (2) MAYIMUM Sp PµEt lEN4TH IS T2' (3) ETDRLI PAR& WSTAILmGN 6 UMT ono AN "ISTING WOOD AUME WALT. (4) MIALADON W. ONLY wR NO ZONES I. 2 h 5 PER!ASTM E 996-05. 36 GAGE GALVANIZED STEEL STORM PANEL NL Drown m 1xP. GLOBAL PROTECTION PRODUCTS, LLC. ,-,,'; C CCYrvP» ♦ �0 F.wR51 11rIQ1 "' R:n-m� pn9e¢, Eogean�iw, eAn: pvlevv+rvZ 17-142 am (5E SHE a�(.T Le e• ue E IN (SEE SCHEDNLE ON SHEET II) .000 HEAOI REO. O "OD ANOHOR5 f (SEE SCHEWLE 5HEE1 II) l' MAN. PµLL LENCTX (EE[ SCHEDULE Ox SHEEt J) NpTT FOR COMB NAi R ' ON OF Nei TOP k BOTTOM IAOUNTINC.S LAN qE 1, INSTALLADON ME ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING (P.E.O AND PANEL LINCTH1 COMpWED IN ANY YIAY i0 SUR ANY INSTAlLAT10N. AS PER SCHEDULES 01, SHEET O 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MFMSERS TO BE SOUTHERN PINE NO 2, W/ SPECIFIC DENSITY OF n.55 OR FOUAL. w REouwGflo" WOOD 'T Hom LL4 I L 1 Mrt SEPnDITUE 10 �ISEE SCIIEOL¢E SGLASS ON SHEET J) HEET 1 1c�� `^�w(� 3i "NE' LENCIX j�ro'. LL151N (SEE SCHEOOLE U55 —X 1 I aw IF) ON SHEET J) 1 i Fd1 u 1 EO , 1/2 1 EO T, ',LIuw,W eAle e a Dc. i'v - ANCHORS (SEE (SEE SCNEDutfl ON _ SHEET II) R I O-0 IT MOUNTING ALTERNATIVE 4W 5ME S/B.1- 24 GAGE GALVANIZED STEEL STORM PANEL Prvm�v on .ORAL PROTECTION PRODUCTS, LLC. 1°Y0M'T Dn +i'.u'Ieellses-nmr 17-142 PdWFD Ltl+[AflS LOx@ IU`. BLapwz x'.r wooC ENME� PouREC mxPLt . 1 1 u m couwRL pton[sr-- r 1 JYin ) O x• O L I VARIES 1 ' I131� 5 Mu 9I<l CLS9 x� 1 rnn..wu. Y+OLw. � L— IL ] I 1 I/aaJ O x• 04 EIOSJII° Ox e°e]-1B ILLp] N/J.[I:14I [mL Y.m, µCI[ CASE A (PLAN) CASE B (PLAN) SME I/A'vl•• i OR & (@ Liuwnmw L+wrt %Inx. I OR® w O x' Cs. ]wNx' III � I.&t[xi,NL I tFC l N011 otW. µ4lL CW . W- ]IOf-MIe+SMER NR.LL M.YM B[N] MI[ 4- M° UN $GlE 1/e .1 - SCALE 1/. 1 �� vwuo co-+c:at�i, t.v POIRtU COxdF}L .® I�I.f �� OR LMCP DL K OAK PANEL — NXCRRL macR ivl— vPL]Irs 1 On ]'...0 UVFAIM 9EYON0 x1f NtGO RM:t S' µy'C ® 8L NNE xfOJwEO OP[NINE V.IUM) EdIFEO fw:_Gn[, Cd:CPRF mWI9. 1 ' K.m x N' WpA RU"L 1 a iVNIIES 1 �— ©.© OR© YM 1 CASE E (PLAN) CASE F (PLAN) SCALE I/4'.1' SIdEE 1/°'.I' ¢ON Iy0Y <o,o] µ-I4 W A 4 * w+C Iz A _ I• v PWNFA LONCml4 COXCNR[� moc% m x'.R' noon FRV.[ [°YIPF➢ CASE D (PLAN) SGLLE I/.'vl• ' i f1µ0E5 gPµ]Lt 10 (NINR CO] LNo Pµw ]4[bE..A VALIO FUN UNECT MOUNT INSTµ ION ONLY k . CERTHM PµEL W"A I,IIIpII T(1,. 4rT✓ TION AT W&t$ W/ 1111 �(LP SURFACE OWL VWA➢ONS ITT 3/4' Sy�I 4416''• t *Veloclly FIARIDA GUILDING CODE (Non High Hurricane 2Cr 1jG N0. 441 * ; amr mI 0. m€ 2A GAGE GALYANIZCD S EEL 9oRM PANC * = wMW or IL EC OIIHc. GLOBAL PROTECTION PRODUCTS, LLC. e`. :'90,r ILnIN°w ° c..S 'w°xm'..,[]I°mR, OSNOR 6�,l ..°.. ""O°'i�" more tcsl°Lo-zwx rw tnquo-nn 17-1/2 (VALID ONLY FOR PANEL() INSTALLATIONS AS PER SEOTIONS 1 MRU 6, ON SHEETS 4 k 5) S A 14DESIGNM. p. -AS PRESSURE NG R(P4-Tx'1') iP➢CpN MAXIMUM ANCHORS SIXIO-SEE SPMMG PµEUYTE FOR MIN E.O, PER SCHEDULE BELOW k MPUPABLF CI WOR((AFBBEO¶'NNNON)) Me%IbuN (YIl') 'M . A.S.O, PA.TeSURE R(p MAMMUM ANCHORS SPACING FOR AN E.O. PER SCHEDULE BELOW 'R APPIJ[A6LE SOLEN61X ( rr��/ Ub MPAA'LMSL pq 1E [M1t1I9]SS 6' J' P �IIuSS''fl I L a'lltIIGS]''ah wN� yam[ COxN[N[1E q.{�PANL [MqAlToFrl[ rMIiS'AN .IL x1am]P [ w1{il0M [[du123nyR CwprN Ov 0.KroC' WC O-oSxCw[I[ Ff nxc[PDAwNe Pn[ LWMATEM-NARN[ i0 NElwa -IN SveJ ]' u' IS' I3 13 IS is' I3' u 13. 1] IJ' OOWLAP1TNA)tO IJ' IS U' 13'13. IJ IJ' 1} _ IS 1] 13' 1] 13' IS IJ' IJ _ IJ IJ' R II t/E' 1(TI3' O IIO B)O p TOP 3 TwpoN) (TM) 1]' I]' 1]' IJ' 1]' I]' I]' 1]' lJ' IS' (VALID ONLY FOR PANEL 1QINSTALLATIONS AS PER ) U ES ALTERNATIVES 1W THRU 4W, ON SHEETS'6 & MA%, A.S.D. OESICN MUMUM ANCHORS SPACING FOR US, AS SHOWN ON SHEETS 6 & 7 AppUGBIE PRESSURE 10 PANEL D, NI%IMUA1 ArCHDRS ;PACING {OR ED. SAS SNOWN ON SHEFIS RAlWG (P'1'1'j iAPCDN UG SCREW PANEAI4TE PANRMATE WODO RNA �R& LENGTH pE51GN PRESSURE L & 7 FER4[ 10 PWS fi115NINC GpAINyT@1 OF THEN Y' (II) RA1lNL (P•.L) IFPCON LpC SCREW PANEUMATE 1ENAlE ID PANELMRE pLU9 WOOD tlWHINC q' IJ• U' u' In (TOP) 6 1/3' la' 6 1/3• IB• 8 1/x' 1]' u' IF (DonON) la, la, Ir lu' u' u• B I/]' 8 1/3• IW (TOP) la• IJ• IJ• B - - 6 I/f 17 I/3' 6 I C (BOn,•) 6 I/3• 6 1/x" O 1 3 B 6 6 R• - xW (HOP) LR Lau r - O I/1 13 I/x` fi 1/♦' 1] 1] e• B' m IRDnmq 7 1/$ 7 1/x' B• e• ♦♦5. -♦5 IJ 1]' IS 1] la- ♦N ILOP) IY 6. B• B- _ OR UE S LT Is q' IS IS IW (BOIfOY) >�♦], -45 IJ' la• U' 13 O' Ia' n' a l/3' Iw Oro) !D Ia 13- 13' u• Ia' n- n' u' e- 1w Donau ) +7s. -7aID- 6 1/3• B 1/3' 6 1/3' 6 1/1' 6 1/3' M (TOP) la• 10 TJ- 1]• B 1/f' • 1/3' - 6 1/♦ 13 I/V 16 I/4• xIY (80n.•) >5'-D• 6 In' B 1/x• B 1/2 6 1/4' 6 1/2' B 1/Y 6 1/3' _ Hy TOP) ID - 6 1/f Ix 1/R' B 1/4' 6 1/2' f 1/3' e• .. _. .. 14'-P ♦ 1/2• 6• o Ana• .... I$ & 2W x6MLLpy A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH OR 40 PSF LESS 6'-6• > 40 PST TO 50 PSF 6'_2- > 50 PST TO 60 PSF A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTAL W/ PANEL MOTE ^F¢MALE ID OR PANEL MATE PLUS ANCHORS & W/ l.0' SPACER AT 12 1/2. O.C. X. 3f1y�Q���PGENS lr'l✓,P=. ? No.44167 MR NFXIMUN PANEL LENOTN L' (IE) OF IF59 24 GAGE GALVANRED STEEL STORM PANEL O IINa GLOBAL PROTECTION PRODUCTS, LLI :alne ro .. v zr6m ,�IUN;vi ui'R MO,K 155Ofw�'e♦i nr. rea.ru..... 117-142 (SEE SECTIONS & ALTERNATIVES ON EHEUS Ia. fa, I: /13, R-SA/IA, J,, R- 3B/14, 3. 1.. R-30W/1fi. 1• ON 0 • 7RECU�R ISE FOR PANEL LENGTH L/aP WES 5. 6') W�1DVCR )-6') PANELJGINa o .m.0. -m.O GTH _ 0'V wtxva NO ru+n LtrvclN ewT) I I MOLAR EIOflIJ PANEL 1 UR yfE11 EIUGM PANEL , 1 1 I - "� oJEnvs InIG PANEL IExctn BOLT) DOLTS �T j.-�•Or .. ..__. ... ... �1,..... U '- PANEL µ NG UNION OL T SS. BOLiE YI I _ � , _A_ aE fl� a• Nw. AT EP. OVER 7l ALL NWNII _ice,• 1J, , L% V/ e' i T I ._-.-. I .. ..I ....__.. ' - F I �- i5 udicNE;?i'sruu --!. � ___ ,. ___I._ __ v : , I y G. 1 PAN a BOnOM CORNERS Of® 1 LET. NUT 4J EXTERIOR VIING IJpI AT 3 NAx LEFT PANEL RIGHT PANEL 3•,ALaM, t INSTALUiIONS UNLI VALID fOR MNO R-IA/13, R-2p/13, 4, R-1B/13, R-PB/13. R-3B/14, 1' uw. sPEEu uP to np m.p.n. R-TAW/15. R-2AW/i5, 5, R-SR-3AW/Ifi. R-IBW/15, R-2BW/15, R-38W/16. -ANCHORS (SEE SECTIONS & kM.NAAKS ON GREVS 13, 14. 15 &H) LIFE SAFETY STORM PANEL n ELEVATION (t) GA^ va• NAM. scuE /A -- — sroflu PANEL Pw+ omew n veuE vauv) � REcuua Tl �srmRl uAv eeP � I g' • L A' pfrnn I" NEE WM PANEL O V -j' �LU[1TJ�E"•.. _ EXTERIOR No. 44167 '• 1 Y3YI° SECTION A -A = 90 - .SCALE 1/4'.1- 24 GAGE GALVANIZED STEEL STORM PANEL °1 NwN m, 01Mo. GLOBAL PROTECTION PRODUCTS, LC. rt: xo:,c Tn.)eB_,i Rw:(vs,lees-eml 17-142 __ a...v .,, Nnmm N. 0'. ,AR µMDR O I/e. lA^Cdl_ KISTW0 POURED I/i'. WOO WIND POLKW I i IAPCOH ANCIIOq 0 8' 0,0. j d.....LNCRME M µMBN O B' O.C. ( MIrvC OR / P CONCaRC &OCIt µMOP i a[W9RC0. CpNCaRC BLOCK REQUIRED. I/2' v.• M\ f4• I E0.• I i .. A • I IFIYOI oN Taj A I GIASY - _ U P.UW' Ij—�Y �� �,•G N[r4r ryx mn eua wGIX VM FY% 1 I tl I PWJFI IfNL,N T _�» 1• 11 Z• D -- I1—9EI I (SFE ELNAIION II 6' PANEL LENLM IIII 1PµL ENGIN EI2) 11 (BOB K=N ANY0. I _I e' PANELYEI• LENGTH P A 0x SHEI2) I'wwON S(9E mmAvom TO C.S. . 12) I ON S,eff 12) TO GLASS. I _ H— V2 II ' j 1 I I j V3 1 I 1 j I E°• S I Eo.• i i I 1 j I j ED• j I I EO nr • EO / -4 wl EO N •ivvA ur. ��ua %� • M1, � 1� 1 IW •/�SOC I �1 �L 1/l TAPCD� tL/i'a iAPCgN 4 I ,3 /S ec µCHOP O Q. OL. L 1/i IAPCON µCKOR D 9. CO ARMOR R 0 aN 2' ANCHOR ROUND) 9- CO f%19,mG PWflE° CGNCRFFC OH EKIS,WG PwflFD CONCRCIF OR ANCHOR O 9' O.C. pNCREIE BIOCR REWIRED.—TpNtl1E,E &OCK REOUIREO. EKISPNCBLOCK REBCAFIE OR 9,71mG MuREO CONCRUE OR pNCRETE BLOCK REOWREp. `2ONCRETE OLOCK REWMEO. SECTION R-1A SECTION R-1R SECTION R-2A ® REGULeR PANG 0 LIFE SAFETY pAN�F ® R U eR PAN La O L FE 8A- Fg7y pA WALL MOUNTINGS SwE ]/e.r°/e.r WALL MOUNTINGS SCk" SCE eNEOS le. is Im µCK., ANCHOR 1/4-• ,y✓mrrru y.. { NPF A FPWY° FOR WIINIA,SM ROD ,IP4V 1111 G A. TI �/ lu w°�w wCN°1MP�NsorRZRl—1wo Ywiuw Yom�w. rxem. mono nnl Y L, IpS.{•P i J.✓ [OGF 0inweF e6E ruu,F° vx nes ,m•IM,m, raeti• Inl , - EN-"' •. = FWRIDA BUILDING CODE N.. High V.I..Il NurrI..N. ZOm ON SCHf[UlF R[GUE(�YItNOR FPNMVFO •vmuW Rpl Rn•Y Boa M) a °le M1ILN. vlG 9 Dr wa+IPLr.m sP¢WA omuN oN i N0. 44187 T 1 24 GAGE GALVANIZED STEEL STORM PANEL srxnr„r Br ,I¢ '=W'B D FAL,ofls. i1C"W-D� °� �) rrnNv I PK.n..c roR Ms LwfAtNM 1E DC pp59pgF, 1 Ip °y `• 1 L E C O Fxc. GLOBAL PROTECTION PRODUCTS, LLC. REDIKED vAcmG oarAWrD usrtm .._._ _ _ . m/Wn pL,Ov SNNI xOE 9F l65 1NW 1 Ip• Pe, , A'.•- PbNG BRIN4 w wow ,ros mi ,ws soDrvnr. on p'•... - W ,, IYvr �.. • .�n°1Bn m a gin- , ^M^•ru:•iww•'�'r.Y',"Ini,.o-iw"b rxwu Us•l,n-no: ra Os•lees-mn 17—Ie2 I/.'P w, 4NCNOR O [xlsTwr. PQYRmI CONCRflE OR CONCNEIE BLOCK REWIRED, R Cvlmxp POURED NCREIE OR CONCRE[E B . RFOOIRCD. I _ s[e sHais u Y 19 roR wLT9R5 TURFY syst9N Fan 941/EUroxS d[p NMp (IdyC RNlpxYi YWMW ONG2p Se.pMq wp YW WY LOEC tlSfy6C IAC IxNUSED pN ryp5 YN[OYIL. !pp Cp. {[SS iNIH NDIC.RD M SPJIFpIRf RfpI1CF Yb@9 sPRCY:G RV INLNLMHp [GKY.y SYDVM yl $LNFryR[ DV DIL [IXlpNd6 [Y:fpgf. IDR 1XIS OP[pCRpl: [D pC [, R NIK[0 SG4RIp opi/➢A[p YSn:4 BCfpq SMH1 OE I'm of IBS INYI NppiNN SP1[116 pryU[Ep Iql [KY YICNOR T4[ NI T45 $GEDLiF. INOOR ME I/C's 1/C'• ..N. N. $IICpG (In l S Y (xl ] D •LL IECI farwY YtL (NI oFLTW. ] 5 I/t [pp[ mTu¢ 2W fi101pR 090 101 O I 1' Min, C-'.0 FCVREO CONCRETE OR CONCRETE BLOCK REQUIRED. 1/4'R FMF TE ANCHOR (BEYOND) WALL LIOUNTNGS $GLE J/0•I' ,I�''tEP h ii 41 No. 441 *F1 * 1911NC PoYREp VUNCREIC OR 1 RCQC E MOCKRFOMEO. J 1/]' 1/4' star. I I I I 1 I ' I :/ 4x 2—' �' I ' I I I �L 6' PIIAEL lENG1X I (SFL EL£M 12) ONSXEE1 1$) I 1 I I I 1 6 I I 1 I 14imol I I SECTION R-3B B LIEF SAFETY PANF_,,I [x91[ u 24 GAGE GALVANIZED STEEL STORM PANEL .OBAL PROTECTION PRODUCTS, LL 12-142 Dvsxc n•: ALTERNATIVE R-1AW ALTERNATIVE R-1 BW 6 R G eR PAN S 0 LIFE S_ AFM PANEL WA NG LNTIN e SCREE 3/6.1' I. INSTALUTION ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (p.N.l) AND PANEL LENGTHS AS PER EIEVAIION ON SHEET 12. 3. FOR NEW WOOD FRAME CONSTRUCTION:. 11000 MEMBERS TO BE SOUTHERN PINE NP 2. W/ SPECIFIC DENSITY OF D.iS OR EQUALL, � Y A 0 P•. 1,,LLPNZEP...... 1 3;�yCENSFX No. 44167 TAMN R o Y'O.C. BT] 11 ryVp u. 112 MPOON 'R O B'O, Jyi—._LLI—I ALTERNATIVE R—m 9 LIFE SA_ FETy PANEL WALL A(�OONTIN�a surf ]/9-1• FLORIOA BUILDING CODE (Nm a°n m]z(p we 24 GAGE GALVANIZED STEEL STORM PANEL °'L wm eY IL ECOIAC. GLOBAL PROTECTION PRODUCTS, LLC. TLL]� iq iXu u (Xum[fww0 COW1N] (0 4u. ]I (m[[I '� rNp levl]m-mw IJ-162 2'..' PLATE flEML INSTALLATION DETAILS FOR LIFE SA F TY PANEL(11 INTO WOOD STRUCTURES i i A. NINGM EVALION fl 1➢) .WALL MO INTINos .I-E 3/8-1' I. INSTAWTIGH ARE ONLY VAUD FOR MAX. AS.D. DESIGN PRESSURE RATINGS (P.s.1) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N. 2, W/ SPECNiC DENSITY OF 0.55 OR EOW.L. Z'.1' PVIE REW ALTERNATIVE R-M k-LIFF SAFETY PANEL I ,%. NGM 1ATION T 12) nv Inleco, u< No. 4416 ti 24 GAGE GALVANIZED STEEL STORK PANEL GLOBAL PROTECTION PRODUCTS, LL S O ! l •. W uinc ce,..y. woo z. 1 s ..'°ani_A! 17-142 � 1 a w 4 ,1 A' ANCHORS 1] NOE. (EEe", SECTION QI 4 4TENMM E FINK, n. GREET 1Bt I" B (SEE "DIE 1) i l W/ 10 —3- Nance 1- I1'N.I B (SET n%1' R` 0EAEFNO/t" NOiE S) DEEDCH ICE B 0 O O $ O Rn,ETUST PANELOI i0 BE INSTALLED O pUP AT EACH OPENING SI1P11 ALWAYS BE PROVIDED W/ REAR HANDLE TO FACNTATE INSTALLATION IF INTENDED TO OE INSTALLED FROM INSIDE OF STRUCTURE. _ . — At E PfAI NOTES _ (ENO PANEL) (IIDERIOR PANEL) (INTERIOR PAIlCL) (INTERIOR PANEL) SEE NOTES J, 4 OF Y' (FND PANEL) �A 1 (1 ). OEnNIi ON Off_: E-2 HANG STORM PAIiEL SYSTEM CONSISTING OF PANEL f Conl, TRACKS TOP h BOTTOM. I}, I 1 * I 1 I* SEE NOTES 2, ]. 4 1 1 MAX. 1 a r/EL m ODP+.I. ENO PANELS SHALL ALW& BE CONNECTED TO BOTTOM IRCK A STOP BAR 9 SHALL BE PRpW0E0 AT TOP OF SUCH PANELS. PANELS. IL (J). JF END PANELS ARE CONNECTED i0 BOTTOM TRACK, CONNECTION 1 S.S. o m N/ I/4o-y0]I' W LFI� O U OKRLAP I SHALL CONSIST / I/4"P-40J/P U.S. W/ >/Bb]]/JP WINO NUT OR ICATION/OF Min. THUTABSGREW IMO TAPPED BOIIOtA ( ECI (SEF SECTIOH51 tMVIiCA9L[) i TIE ET%L�EFROR FIA110FIFNGES OF END PANEL. AT EITHFR OF TWO GETY % OF Y" (4). IN CASE THAT END PALE S ARE NOT CONNECTED TO BOTTOM y TRACK (I.I. A STOP ISM IS ONLY USED AT LOP) AT LCAS) TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACN USING J J_L. JJ_LLJJILIJJ_LLy)J1LLJ1oL'LJJIILJJ_LLJJILIJJ_L1JJ SPECS IPPNLLSE�O BOTTOM I]pACR MAY IN AT p� C.0NNNE TIONN0N. J ]°GA Nov, F NOTE 4— _ NOTE ] �!JW/ lO F£ NOW l t INSTALLATIONS T FOR WIND �_— µWARS (SEE SECIpN Q1 tr RIIERNATNE 01W ON SXCCT IB) I SP,EEPTO 170..K p EZ1/18, EZ1 W/18 I ' TYPICAL_ELEVATION FOR SERIES 2000 E—Z HANG STORM PANEL(1iSYSTEM M . SCALE: 3/32'=1 1 SWIM, 0.TfdM I/4' Mon w SECTION A —A SCALE: 3/32'=I° 44167 24 GAGE GALVANIZED STEEL SIGN PANEL Bunn m ,OBAL PROTECTION PRODUCTS, LLC. ae%IP Inn. I1. e, nmi P.oxL' (]]]1ae,-ia•], 1, n]O, R_ern 17-142 4 SMISRLG ROMEO CONCRETE OR CONCRETE BLOC, II �� 1NG1nR O 1z• o.c. ': F( GC14,1' HEX REYI o J. ED. cr 1 1 7 o.L. Ex15ioW PoUPEp CONCRETE OR TLP[ON PNC,OR O IV LONCRED, BLOCK PEOUIREO. WALL 1AONNTING S TION SCALE b/8=t" 1" B916. � '� LAIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VALID FOR MAIL A.SO. DESIGN SHALL BE 7'-6' PRESSURE RATING +/- 40.0 p,E.I AND 6'-0' MAN PANEL LENGTH. 2. FOR NEW WOOD FAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE. No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL NAY. PANEL LENGTH I 5ux m Y" No. 441B7 i plr Rrt� I� I 24 GAGE GALVANIZED STEEL STORM PANEL .- �. ILL E C O GLOBAL PROTECTION PRODUCTS, cwnN h1. -a•'� :••aG/�' nwT ,opnc w:rw c°n.x• W4WNYAwe b,M4, A:,1 en ew. e� Inm J]]le LLC. °'rt' � ••PtL �M.R 17-I42 N( _.... n, oweni f _ .,..� w pwrvmt Ian