Loading...
HomeMy WebLinkAboutSHUUTER PLANS1. STORM PANEL 590" ON THIS PRODUCT EVAUXTKIN DOCUMENT (P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE MIN ME M17 (61b RANCH) OF ME FLORIDA BURDNG CODE DESIGN WIND LOADS S 1 BE DETERMINED AS PER SECT" 16200E MF ABOVE MENTIONED CODE, FOR A MIND SPEED AS REQUIRED BY THE JURISDICTION INHERE THESE SHUTTERS WILL BE INSIALLF,D AND FOR A DRECnO.HAPIY FACTOR Kd-0.85. USING ASCE 7-10 FOR NSTAUAlIONS ORDER 2017 FEC AND SHALL NOT EXCEED THE UXOMUM (0.SD.) DESIGN PRESSURE RATINGS INDICATED W SHEETS 7 THRU 12. 14. 15. 16. 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTLLaIE DESIGN WIND LONGS DETERMINED PER ASCE 7-10 SlW BE FIRST REDUCED TO AS.D. DESIGN MND LOADS BY MULTiPLYNG TMEM BY 0.6 IN ORDER TO COMPARE MESS W/ 1MX. (A.S.D) DESIGN PRESSURE RAID: INDICATED 014 SHEETS 7 THRU 72. 14. 15. 16. 19 & 20. IN DROER TD VERIFY MOT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A M% INCREASE IN ALLOWABLE STRESS FOR WIND LOA05 WAS ha USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. STORM PANEL'S ADECIJALY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF ME ABOVE MENTIONED CODE AS PER INRRI ENGINEERING & TESTING INC. REPORTS 96-5E9, 96-570 & 96-T30 ANTI FENESTRATION TESTING W. ITC, REPORTS /2032 & /2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203, Y AS WELL AS AMERICAR TEST LAB OF SOUTH FLORIDA REPORT /0219.01-09, AS PER TAS 201. TAS 202 AND / TAS 203 STMWDS. 2. AL AUFANUM EXTRUSIONS TO BE SOW-T6 ALLOY AND TEMPER (UNLESS OTHERIVISE NOTED). SEE SHEET 2. 49 3. ALL AUMINUU SH ci META USED AT CLOSURES SHA-L NAVE 3105-HI4 ALLOY. 4. ` 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCNRA OUN1M STEEL, ASnE A-653 GRADF 50 MINIAUM, GAVANQED STEEL OESGNAnm w/FY- SB.S "; (ASTER ROLLED). ALL STREWS TO BE STNNLIESS STEEL 3D4 OR 316 ASI SERIES OR CORROSION RESISTANT DIN 50018 W/ 50 Rsi MELD STYEHGTH AID 90 Va1 TENSRE STRENGTH & SHALL COMPLY SECTION 2411,3.3.4. S. BOLTS TO BE ASTI A-307 GAVANQEO STEEL, OR ASt 304 SERIES STANIESS STEEL, WITH 36 Osi MINIMUM STRENGTH. 7. ANCHORS TO WALL SH EE AS FOLLOWS: 1 (A) 70 EXISTING y - 1/4'0 TAPCON ANCP,CRS AS MANUFACTURED BY LT.W. BOILDE%, INC. (4Nn. Fc=3192 .Sl) LU LV 1/4' 0 x 7/8' LAX--'N ANCHORS, AS MANUFACTUHED BY POWERS FASTENERS IN (MIN. YE=3D00 P.s.t) . 1/4Y x 3/4' SOLID -SET ANCHORS, AS DISMIBUTFD BY ALL POOR SCREVI. BOLT & SPECILTY CO. (Min. Fc=3000 'al) /14-10 PANELIIATE FEMALE H & PAEIMATE PICA ANCHORS, AS LVNUFRCTUREO BY ELCD CONSTRUCTION PROOU (MIN. Fc�335D Oa.iJ 1/4.0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRO-FAST CORPORATION (Fc=36DO P.31) AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS ' P POURED CONCRETE ANAL BE 1 3/4": 2' FOR PANELMATE FEMALE 10 AND PARENOLTE PLUS AND 1 1/� MR CF TAP -CRP ANCNOIK. Al) W -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED, 7/9'_INTO THE. POURED CONCRETE NO.EMONMEM-IRO-- STUCCO SNAIL BE PERNOTEO. 1/L' 0-20 SCREWS USED SHNU- BE 1 1/2- LONG MNIUUM SHOULD STUCCO EXIST, ND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCRENS OR ALL THREADED SCRnVS W/O HEAD. BUT WITH YANG NUR. 113) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON ME EESTING WALL, ANCHORS Sli BE LONG ENOUGH M REAM THE MAW STRUCTURE BEHIND SUCH PANELS. ANCHCRAGZ SHALL BE AS MENTIONED IN 8.1) AND IN 112). (C) - 1/4.0 TAPCON ANCHORS, AS MF NUFA"TURED BY I.T.W. BNIDEt, INC. - 114-10 PMELMATE FEMALE 10 AND PANEIFMTE PLUS ANCHORS. AS MANUFACTURED BY RED CONSTRIICNDN PRODUCTS - 1/4'0 LAC SCREWS PER N.D.S.10,00 - 7/I6'0 x 5/8' WOOD SLAKING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECILTY CO. ,,/AALL��0WWW C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR RCO PATE PLUS AND PANELUAE FEMALE ID. CZ) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO ME WOOD FRAMF UNIT SHALL BE 1 1/2-. NO THRCO PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF ME REQUIRED THREADED PENETRATION. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS MImaiG Y C.4) MNIMUM PENETRATION OF WOOD BUSMHG STALL BE 5/8. 1/4' 0-20 SCREV5 USED :HELL BE 1 1/2' VFJg1If�MUM L SHOULD STUCCO MET. AND 1' 4NWU4 FOR WALES YGM NO STu=L � {)( YA) IN CASE THAT PRECA51 STONE OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FWND ON H j&NC yry`/I' WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH WE WVN STRUCTURE BEHIND SUCH PANELS. - ANCHORAGE SHALL BE AS MENTIONED IN CA). C.2) & C.4) C=O) MLHORS SH4LL BE INSTALLED FOLLOWING ALL OF THE REC04DENDAl 0H5 AND SPECIFI ATIGIA OF ME ANCHOR ACTURER. PANELS MAY ALSO BE INSTALLED HORQOMALY FOLLOWING INSTALLATAN DETARS SKTYN ON SECTION 3 THROUGH 10 (SHEETS 4 CH 6) EXCEPT THAT HEARERS (2) & © SNMJL NOT BE USED. 0IT BE THE RESPOISNBILTIT OF ME CONNUCTOR TO VERIFY WE SOwaDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE A D TO INSURE PROPER ANCHORAGE THIS SHETIM SW ONLY BE ATTACHED TO CONCRETE BIDCK OR WOOD FRAME WMD. REGULAR STORM PARR WITH LENGTHS OVER 8'-B MRELGH 12'-4', AS PER SECTGNS 6. B. 9 & 10 AND ATFRNAHVES 8W, WOW ON SHEER 5, 6 & 12 RESPECTIVELY; SHALL RAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TO SECURE PANELS ACTH APPLICABLE REINFORCEMENT DURNG PERIODS OF HURRICANE WARNING. m1, THE INSTALLATION CONTRACTOR IS TO SEAL/FAULK ALL SHURER COMPONENT EDGES VMGH REMA4 01 CONIINUOUS CONTACT WITH Aj ME BUILDING TO PREVENT WIND/RAH INTRUSION. d2. STORM FARM INSTALLATION SHALL COMPLY YAM SPECS INDICATED IN MIS CROWING PLUS ANY BUaNG AND ZONING REGULATIONS F� PROVIDED BY ME JURGoCIXN VIHME PERMIT 6 MPLIEO TO. c13. (a) THIS PRODUCT EYAWTION DOCUMENT (P,ED.) PREPARED BY MIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORNAMN � FOR A SHE SPECIFIC PROTECT; Ls. WHERE ME SITE CONDOIONS DEMTE FROM THE P,ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND 06TA TIDN INCLUDING CAFE SOFT' OF THIS PRODUCT EASED ON TINS P.E.D. PROVDED HE/SHE DOES R07 CEVWTE MOM THE CONDITIONS DETALED ON MS COCUMEJNT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILEY. A3) IN USE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAYr . STUCCO OR WORD BAWDS BE FOUND ON ME EXISTING VIAL OR FLOOR. ANCHORS SHAL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL Be AS MENTIONED IN AI) AND IN X2). (B) TO EXISTING ONCINTE RI i(0.�` WALL ASFM C`90,. - 1/4' 0 TAPCON ARMORS AS MANUFACTURED BY I. F. 'W. BNLOEX, INC. 14. - 1/4- 0 x 7/87 CMIN-Ill ANCFDRS, AS MANUFACURED BY POWERS FASTENERS IRO (MIN. Fe 15(10 p,sH.) - 1/4'0 X 3/4- SOEIO-SET ANCHORS, AS DISMEIUTEO BY ALL P Nl SCREW, BOLT & SPECIALTY CO. (MIN. 1'c-1800 Ds.Q - /14-10 PANE -MATE FEMALE ID AND PANEUMTE PLUS ANCHORS. AS M ACTUREU BY ELCD CONSTRUCTION PRODUCTS (MIN, FL4D71 psi) 1 1/4' 0 U TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPWtARON B.1) MINUUU EMBEDMENT OF TAPCON ANCHORS, RED PANS TES ANTI CF TAP -GRIP ANCHOR, INTO THE CONCRETE BUX- BLOCK UNrt ANAL BE 1 1/4'. B.2) CAA( -IN & SOLID -SET ARMORS SHALL BE EMBEDDED 7/8- INTO ME CONCRETE BLOCK UNH. No EMBEDMENT INTO STUCCO SAPLL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MJNTWIM FOR WALLS MM NO STUCCO. (c) THIS PRODUCT 'EVAUATION DDCUMONT W111 BE CONSIDERED WVA4D IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENCIR OR ARCHITECT WHICH MU- BECOME ME ENGINEER OF RECORD (EO.R) FOR ME PROJECT AND WHO WAl BE RESPONSIBLE FOR ME PROPER USE OF ME P.E.D. MONEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO ME P.E.D. ENGINEER, SHALL SUBMIT TD TARS LATTER ME WE SPECIFIC DRAWINGS FOR REY1EYl, (`) ENGINEER OF�RECORD PUT PREPARED ff. BEAR THE DATE AND scN- AND SGIWTURE OF THE PROFEssNo L qAaM(( N V UlAUIU1 5 LABEL SHALL BE LOCATED ON A READILY VISIBLE LCGTION AT STORM FHURER IN ACCORDANCE WITH SELTKIN 17D9.9,3 OF FLORIDA BWDING CODE. GTE LABEL E-p,LFjj.D FOR INMY OPENING. IABEIING TO COMPLY WM SECTION 1709.9.2 OF ME _�Ld. LUCI� C011I 1EP /., wiLWNC SHPil ONLY BE USED TO vT ` CEN 'P,iRL1ns w TINE srAr of FLORIDA FLORIDA BUILDING CODE (High VOIOcIty HuMcane Zone ] 1 20 GAGE GALVANIZED STEEL STPANEL �, * ww, 1,,,ORIJ UCTSE LAC. :nur rzsTuc & TAr.uHmxc P0RIANR PA 17-L W m-ammn NI`"'110 w 1V1n �A lxl6 NSA; � - rl �•n I 2000•.350" �� ,YP. j ElWE ---- 1 ISOMETRIC VIEW DETAIL A ROUNDED CORNER 6 MOS OF PANEL'S NO UP W/ REUYEO EOOE. (N T-S) COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS ROLLL (E{'iFM1VE L'MIMJ � I I ,/ G ]0 LOY4 G-69 GIN. °d8' 01 STORM PANEL G=NEE GE / 2.631' 4PM6E 60 D[TAa e.3r- 2.000' ,35D' LA .8.W O2 "h" HEADER O3 "U" HEADER GE r otTAIL A,J '1(� •)`L" 'yN SERIES 1/.'0.30. .m. e r snn w9E1[D ss MUD RN, •o m avGtE m 112E o ,: 1n• bL. ,: ,n• D.G. 3A00• :sao' 1.soc RiM 1 .839 939' 0�R 1 ( ss• 113s ® ANGLE 4A ANGLE WITH STUD SEEDS sEE oR. c.NP .374' Sn' I v ME EtfGE r.196' .096' 1.4W'IAGI' br.l �)5• fib'" 3i...6,fi' D AT L =MQ L NEST PANfL OM1AUP .45T • —R.135 1.OBD• L - Yrt 1t$1• 7.W5 SO KEY HOLE WASHER .6zs•m—z000•— A63" © "F" TRACK ANGLE c°Evnx¢m s,E¢ _ ice .3)5-L ulvl. I•o .8)5'c LOIST jllppuuiW' Th E s .350- .II .,q)s• PUTED nmG NUf COP eMEL ,� , KEY HOLE D. AT PANEL © 2"X7"X1 14" uWw..ms r. u6L xGr u/drt P •' `r!'!'^1QU/ ALUMINUM ANGLE YGn2mLc xAvm w/.mRUN1 ? Oe SICQ 211.12(R DW0 STEE,i � - ••O./IG1L1�iMG1R 111 r L9 I :41.: . 374- .W6' _ 750' SlJTO aWIE O 13 In O.C. --1.6]t- - 9 1 _ ,SOD• - - $S. 1.•J15 1 L no- JLmP`.) ©ya" "F" TRACK ® FLAT PLATED WITH STUD "� 10 GAGE GALVANQED STEEL STORM PANEL DwNx n: L EGO L,Lb.dn. PROTECTION PRODUCTS, LLC. .mo v.-51 2Rm E4'i R SVI. 1:;L g LNOMRLINO LDY!!JR 17-143 nuE r • _ _ bILLT 3 W 3[ DR104 Lu•IA _ ®'L�J•l�J'®.. 0, 2W/10, 3W/10, 4W/10, 0. 6W/11 & 7W/11 ]FORS: FOR CONChFIE SEE SCHEDULE ON VM 8 & FOR V=0 SEE SEMOro ON SHE 10 & II 51� LEx,ANELS I I 1� I I I I I I I�SEET $ECRONS AS SEOTENS AS &s. N5. GOLT " "MGNY1s o [A c 2/4, 3/4. 4/4. 5/5. 7/5. 0. 2W/10, 3W/10, 4W/10. 0. 6W/11 & 7W/11 :HORS: MR CCNCA E SU SCNMULE ON SH S 8 & FOR PODD SEE S ONS ON SHEETS I & 11 - REGULAR -STORM PANELS (1) &- Q ELEVATION N.TS. SECTION A -A N.T.S. ;Jm - - l/J0' c:on 1LLIR'0, nc p0 GALE GALYA UEO STEEL STORM PANEL uL. 0.VN B L E�O E.E. GLOBAL PROTECTION PRODUCTS, I.I.C. 1RSQm,yrsa ae/m/n oe envN¢nne ron 17-W a�n s ie�nse oa n,-m• ArrtC rysgam awR, F wr..n w. eR - _ _ _ SrtLT a m ae L1LN A TWf b� PE insmn r� c u1n INSTALLATION DETAILS FOR REGULAR PANELSQ & 10 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STP"^T"o« CEILING AND FLOOR MOUNTING SECTION_2__________ SME 3/9.r �mm ems (Sa SCM Dt)L nv sr2Ers a TxRouCx a) ;REIE RECW `, I - a1Y0. I Ima ro auis iM � � x I I 1 MFl 9W C B I O rt MO 1NTING -SECTION-3 AE 3/8.1- :O i 5�:7`J9 i>i_lU I R1illil• �C/7 .. Iv. E.D. =EDGE DISTANCE (SEE SCHEDUIf ON SHEETS B & 9) NOTE FOR COMBR:ATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BULLRING E <aan wv°' vn 20 GAGE GALVANIZED STEEL STORM PANEL I m' m v n. L ET C O �N�. GLOBAL PROTECTION PRODUCTS, LLC. 0°al' tiuu""`o°m+cCOi"nm{vulmf�asltii.n�ryv;Cav-alvr 17-143 mKmcnv Dv Gn: • � � _ tl SXLR. / 0! }p LTFA A 1Wl Y� i.E lORG lie. / N:6) fENHE W cWIcPOT HOIS_ TW-WP (SCE ScH a ON l 8 k 9) SIRETS 6 wRcucH 9) iEYCIL p N9 NttUYI[ i( CWSREIE INCYp6 PUS OR Cf W-GRIP l (SEE sc [mtRE ON — IS SWED Ti W SHEE13 6 iNRJUWi 9)- e 9 _MOUNTING-(D.M.1------ SECTIONS 5 & 6 sCACE J/6•t• EDGE OE ER5DNG NON 1•'ViDE x VARIES x I/6' oPDwHc THICK AWN. ATE OR I. x E%CD 9 SRK:CD/ P.T. NODD PUTS SPACER ODD 9RND S / / NEW 1- ,ME } VARIES x ALUM. TUDP I- x VARIESCS DE %� I P.T. WOOD PUTF. SPACER BEHIND TRACK X WNcx ASCWRR • _ (SEE SCHEghE ON SNEO6 B IXIiDIICN Ll :$ COrlt. I + OnR �'. P yyl, vvJn NNDix S 6-. —cprxP[2 ut6ox5 (S. SCMWIC 1 1/2• WN. CONCRETcPoUPF.D CONCRETE SIDCKPpKpCP°,wRI, ,x x� a a R p) }• Nnv REQUIRED. , xQort. XHO SECTION X—X - SC E 3/8-1 I E.D. a EDGE DISTANCE (SEE SCHEDULE ON SHEETS (1 & 9) ZjQTE FOR COMBINATON OF SyFG] TOP & BOTTOM MOUNTINGS CAN COMBINED IN ANY WAY TO SUIT 7` � • l • 7. �ia1L•111a1Ye);�I�6��dllLL'117SA;U:�7�I�:�l�(�:ia •ol l CASE C (PLAN) sc C J/16.1• fOwiD m'fiOG nclP® x aPwN: mll6 CASE E (PLAN) SCNF ]/14•Y r, rm vxpas �,, B (PLAN) CASESCNE J/18.1- (D« F'f .V•wI T s' CAD (PLAN) SE SCNF J/IB•1 CASE P (PLAN) SLN£ 3/I6.1• _ ez9n na,w. Ilc 20 GAGE GALVANIZED STEEL STORM PANEL Ni ouw fin W/O]/19 r 0 GLOBAL PROTECTION PRODUCTS, LLC. d,c * : LT EI G woo p.v. s1 nvEE, 17-143 L• CNOI NC[NMO COYPINY LNIS R a,I1 \ ,iN,ILL�iC�INO 4. i. y6 4CtlC IC ]):Y f9-OLfi]10 >NJNE: (pN)669-,Sw. C.M: (99C)699-619] _ _ HILR 91Y ]6 rE �n r:�OVA rw�uin� I e 1 rW I sa]a]B z 1 vtfl ) IGa aOMs r/ � Ioe�ww a rAEx I Al �II 'm j Ic. sVlnron m ' � F vas aw I sear w x ] aw Iss oo]rz r . 0 17/e•.. aP2' meG NNG fu]I SOX OF •L' I ( CDNT. II i of 'L' � E v' C.O. I/e'ea/a] 1 /2' 1 ' 1 mo 12 j Nm. 1/{7/W' w/_]/e'x3/321_WiNC] rof$Rr1E M]Cxon A.ILCERED L WNCRM M HLRS w/ $1110 (SLc SGEW.f pu (LEE SOIMU oN 5H41 s) sHEEI 0) Lto'0 CONCRETE OR L-'ZRED�EOON.cR OR CONCRETE'BLOOK RFGV$0 REW W ➢ DIRECT AND WALL MOUNTING DIRECT AND WALL MOUNTING INSTAIIATION INSTALLATION SECTION 8 SECTION 9 sme 3/8-1• SCAM: 3/0-1- NOTE FOR COMBINATION OMANSE E.O. - EDGE DWANCE (SEE SCHEDULE ON TOP @ BOTTOM MOUNT,NCSHEET B) COMBINED W ANY WAY TO INSTALLATION. ANCHORS: FOR CONCREF'SFE SCHIVULE ON sHEEI FOR WDOO SEE SECTIONS ON S B7 12 3' Mar. zw ANCNO S 1' uin (ION OVERLAP .1 VA U M w¢ ox —nu Eo NNCNEI GR REM B O wxB DIRECT MOUNTING INSTALLATION SECTION 10 SCALE 3/9.1• �- A 4Y/IE Bv/R�aaaxxx��J-.. r wx. D.Y..®oa® wlGrpx 1"uln.l P u:n. __ANLHORL: FOR CONCRETE SEE SCHEDULE ON ar12 9_�__J FOR p'OOD SEE sECTONS ON SHEET 12 REGULAR STORM PA! (P& ELEVATION scALE 3/3Z'-1• 1/4• V.VL GOP 2.E77— (MBL ORMR �1 W363[ IRMF) SECTION A -A (TvD ) SCREE 3/32'm l' -a- 3 '1_ 44 rBV A �. •` .'2 P .%•'c cmlT ixrto. �¢ ILECOE,BG. nwr rz�snxG r tNRwEEvxR couvulr n,><m c,rur.avlu ]acoonlB W41fA 4 . P.E rWLI1 niWl!el 'J.N161 20 GAGE GALVANIZED STEEL STORM PANEL ui c �, GLOBAL PROTECTION PRODUCTS, U.C. woo s.r. 31 smm owc n. >vi. rxorrt. MOwB-]a.s ruR s]s Rn-0m7 ( ) �• 17-143 oPnrac xm u _ � • - - _ 9xll 0 Or ]! e 1 Y » N S IOAC P 6Mq WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS w/I/Ygxpt♦IM3 \1 RIP � XORGY) � !ice 9- u0, ELEVATION g _ SCALE:1/4' - 1' SCplis 1 A 1 DETAIL 1 yl® -" - - -ELEVATION SCALE 1/4--1' OXE OP ul M 9.8 WA caNnPlaO MULLION SCHEDULE k 9) vuv a RMM SPAN (RMOE Mec NUU$2" REWIfiED Uln. UULLCN ••. > a'-6• TO2' t e : 1/a• > 5'-8' TO' • 5' 9 1/8'. a•6'-10' TOT a 6' A 1/8' • SPANS VAUD EUR UP TO .55.0 P.a.r.. MA P NASD7DESIGNf. PRESSURE PAYING •, PAX NB"S'T 4N PASNEML'S�E (f K OREMCO SECTION 1 sf•IP 3/8-1- WOOL' UUWIXi CAN N BE INSTALLED V//0 STORM PANCLS ON MP OR BOTTOM SO 7W R N LCUTEO AT TOP OR BOTTOM OP W WO. (ONE PANEL OPENING W/ TUBE TOP Q BOiMM) SECTION Y—Y • E 1/6'.1' SPLIT STORM PANEL LEVATION SOLLE 1/B"-1' FLORIDA BUILDING CODE (High V6Iocily H... iroc6 ZPn6 x0'nR' 20 GAGE GALVANRED STEEL STORM PANEL °1- OL,.X PR E C O ENe. GLOBAL PROTECTION PRODUCTS, I.I.C. WC ,60o s.n. sl s'IxRi WGdF[tlNC OW1N> M+&.R>ilN .�>wFf:'��uVfmi �l�u qIN£: I9M)EPx->Stl. PO%: LBN)49-Q19) 17-1(} A 16LT Jc, P.L • un. _ _ snm > a xa m-Ll oN NnYe9 l'n taty-essusvl vve xru-enUsn mmu ma.lv®d.�.a..u.c--u >iw�s mtiys �r Y+nm oxinmxmm v ox n 'SIOM108d N0113310ad IVe010 N1033 1 73HYd HNOLS 1331S 93ZINVAIVO 30Y0 OZ .m ,m3.m uoea H /I10910A 461H) 3003 DNIOlInB Y018013 ml el .41 r n' m1 ml rol .c sr cc .41 1 L/1 c LP c 41 c c e (J xm Iw.vn = 9 41 e e c 9 c (ol Mara; rasa 9]1 D9bO0i M-13.0 3nJ°x°mxe ]mi � <mam s Imm 3d'LL bW91Y ..r/l W, I ..r/I I Ies/lI o}/L V'U931 SNONhn 1Y 3d Na<Al I Nw GmY'}NL OM s Nm" HYNL 991 38 lOtl lMli botwe . O3 ;w smZVdS WDMOX `SI91SSOJ 30 01 Nq:Y W SPA 4W 'SbODW OMfi of JW 19 3tMTg5 NO NNONS ON 45 0.0 lm m 1AND'a Lf w 2WN18 TIIO319S NO mill d ANA, SST 'Oi Nod 31M3 'm No MYOW. 3Hr 3Jm1510 39D3 nnnlxlx 6W SOM01e5 N.D. nnmxW 'ONMryNI 3n GO" p SYOUY11Y1yL Yo; 0wxda 9 3d SbOgloY No, !L o 01 sLDNs li (nO1109/doll S _r/L 9 .1/I 9 }/I 9 .I/4 9 .1/1 9 .r/L Ll .1/L 9 .L/L LL V/N Y/N YIN - V/N .5 -g WOO d VA p Y/N .B Y/N .9 Y/N Y/N (noum) r .9 .9 .9 .3 .9 -9 Y/N AM .S -9 5531 b0 .S-.L (e9il r a s Y/N .9 V/N .9 Y/I' .9 V/N AIN YIN .9 531 NO OZL- 'T99. (mcaca) L IN .G YIN .9 Y/N .9 Y/N YIN Y/N .9 (dw L V/N .9 1/N .9 Y/N .9 Y/N YIN Y/N .9 (MUM) t .9 .9 .9 .9 -9 .9 V/N V/N .S .9 (�o L %N .9 Mm .9 A/N .9 Y/N Y/Y I V/N -g (ll) .1 NLAV31 l3MId nnl'YIMI NTIl Sl NOIIIM191100 AMI f I Smams 01 3ffifJndda NJp1B 3l3tlYlo] m 31iYNb] Ol MAID ? AC o] O1 31?IOxOJ m N]O1B 313tlg10J O 3DYJxN pl NJO1B 3Dy_IpJ p 3DKAY0.l Ot MJ010 ]DMYq] 0 3D10uOJ Ot ('!nd) OMlyy 3tln953Nd NOIS}] "oSY YIlbY�YYn 5Td 3yYnryryd N 3Mfl1 31MYl3Md M-YM dNp-drl !J NO]Ml OfIL StlOHJNr nNNxAN (9 A r Sl33HS NO 'L nNHI l SNOIL'135 N3d SY SNOUV MN1@ w(Dm Yd NOd AlNO O(NA) '91roG dg NIy1TtU1 A dYtYV-0 LY NIN,INW A 'ST Y'9 .L•OL-..r/1 /q O3L3lA . 01 A O 8 Sdt1tl31O 1Y NU`Nilon 1Y Q3 .Z/I S 55T CO .1-,Ll 0'9r- '6Cr1 9 100x31 OMISS . .L/I L "•M .L-,tl 01 .9 ,9< 0'ZL- 'OW+ L v s n4K l 0311WN0 .r/c L '•ml .9-.9 01.9-,t< 0'Z4-'S'9C+ L N s rNHt I 01108xn ../I z ssT a0 s-.L ou- 'si+ xnu JO HSI�ANomi M Mmo SSY10 Ol (g1py735 3d5) (NI l ('I'+'dI ONIlYtl 3MI59Nd N01530 mFdM 3NYd NOUYYId�i .-m"n N . 9AYd '.9x '0'SY H( nfl (9 v S -r 5133H5 NO bl n8w L SNONO35 N3d 5Y SNONVLMl r6) V (()SMWd bW AWO OT/A) Woos „ „ HiON31 l NVd n-W[TVR ONWNWSM803 0 '► ONIM 381ISS38d NOIS30S' rinrimm MAXIMUM A.S.D. DESIGN PRESSURE RATING (P s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n & & INSTALLATIONS INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES (VANO ONLY FOR PANELS 0& (DINSTALARONS AS PER SECTIONS 1 TNRO 10. ON SHEETS 4, 5 & 5) 4 WN NILONY ANCKp6 WP G MR CO. - y 1/Y " A&D. DESIGN T POON CF TAP-GNIP W -N PIMECWTE PJ 10 PA TE PLI SOND SET m.P mIF TO CIYJN$ F 6 NVIWN PA4E1. PRESNRE Wes, (PyA) TO [OxCRETE M COxIA[lE B TO CO.SREIE TO roNGifTE BOK TO Cd1[RETE TO fLN D= TCONCRETE TO COTICREIT BLCCK 10 CONCRETE 1G CONCRETE BLOCK TO OCRfl Tp O BILCK AW COMNIYINN OF 1Mf1 IIIiGM •L- (IL.) B• N/A N/A N/A 6' N/A b' N/A 6' N/A N/A N/A 1 (TOP) 6' 4• N/A N/A 6. 6' 6' 6' 6' 6• N/A N/A 1 (BOTTOM) G. N/A N/A N/A 6• N/A 6- N/A 6' N/A N/A N/A 2 (TOP) 6- N/A N/A N/A 6• N/A 5' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5, -7ZO 6' N/A N/A N/A 6• N/A 6' N/A. 6• N/A N/A N/A 3 & 4 (TOP) >7'-5' TO B'-8' OR IF58 6' 4' N/A N/A 0' 6' 6' 6' 6• B. N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6- N/A 6• N/A 6- N/A N/A N/A 7 (TOT) 6- 4- N/A N/A 6' 6' 6. 6- 6' N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2- 6 1/4- 12 1/2' 5 1/4- 6 1/1 6 1/4- 6 1/4• 6 1/4- N/A N/A 5 (TOP/BOTTOM) 50.0. -SJ.3 N/A N/A 12 1/2" 6 1/4- 12 1/2" 6 1/4" 6 1/4- 6 1/4" 6 1/4' 6 1/4' N/A N/A 6 (TOP/BORON) 8'-S" TO 11'-2• 55.0. -7ZO N/A N/A 6 1/4" N/A 6 1/4- N/A 6 1/4- 6 1/4- 6 1/d' 6 1/4• N/A N/A 6 (TOP/80TTOM) 8'-8' TO 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 1/4' 6 1/4- 6 1/9 6, 0, 10 (TOP) 43.8, -480 6' 4- N/A N/A N/A N/A N/A N/A 8• 6' 6 1/4' 6 1/t B (BOTTOM) OR LESS 8• 4• N/A N/A N/A N/A N/A N/A 6' 6- 6 1/4" 6 1/4' 9 (BWTON) 12'-1' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4• 6 1/4' 6 1/4- 10 (BOTTOM) SF£ SHEETS 10. 11 AND 12 TYP FOR ANCHORS E A. SPACING FOR INSTANATIWS IN10 WOOD FRNIE WRONG. .. N R V.NOB .AND H0xl." EDGE 0 CE NK WC TEO ON P0C 5CREDJLE. MR ED. LOBS THAN WGIBATED ON SONECUI£ RIMICE ANCHOR SPACING BY MILTPLYINO SPACING SHORN ON SC.WJIE BY Txc FnLLOm110 rACMA& FOR TN4 CFERVTON TO BE PDSVI REOUCm SPACING OTIANED OSNC FACTOR ;1WL NOT BE M TWN W%WUN WKM Nb4i9 MR E/.CN WCNOR ME Al ANCHORS IFOEN0. ANCHOR ME 1/4". 1/4'. 1/4 S 1/4'0 110 TANpI 6iIP-�JIP pb � Nh WA-N S'SWSQ 14rt INUIM SPILING @.) ] ] ] ] 2 111 ] 3" 4 y w Mom EL GTAL mum* FACTOR - ]in• 20 GAGE GALVANIZED STEEL STORM PANEL CO Tx 7 GLOBAL PROTECTION PRODUCTS, LL 46w 5 . 51 aem aurtmuc eounxr ovr:NT1-. NO: ( .,OP.vaonn nm�Y Pxart: (9s41eeR-Tva NO: (s541mo-e77) 17-143 ' i , INSTALLATION DETAILS FOR REGULAR PANELSa & i1-A INTO EXISTING WOOD STRUCTURES BUILD —OUT MOUNTING INSTALLATION — ALTERNATIVE I W SGIE: 1/4' . I- I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 P.s.L. AITD PANELS LENGTH UP TO B'-B-. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. V7/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP k BOTTOM No NfINDS CAN BE CONBINED IN PNY WAY TO SUIT ANY INSTALLATION. CEILING & FLOOR MOUNTING WALL & FLOOR MOUNTING INSTALLATION - ALTERNATIVE AW INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS UNITED TO +55.5-67,0 &S.D. DESIGN PRESSURE RATING) S - I/V . I- 7n9wa� 4 y SC,LLE II! . 1 Illlll/////Ii P�tEPA"r'(��l FLORIDA BUILDING CODE (High Velocity Hurricano Zone Ah '•.• _ e:9n. o. uc. 20 GAGE GALVANIZED STEEL STORM PANEL Ni 0.4418 •: GLOBAL PROTECTION PRODUCTS, LLC, oe/Wn * : ? — T ILTTECOINa"`. eAS..e1S mm 9 :qz O •'•. 4r wr rzmxc . aux9axa caurar Wfr.`%u 0.An %p aMpJ1.n91N mva, rz va1 rNONE Iv).)00v-»vI. CIY: (GN)Av�ly) 17—Id] _ , P.) m-�>a. r..1>DI m-.a. LH-OMb719 ek, :"ry °.'c'mm mmc x: p�3W urW- ,o ai to n d I I n 1 a . EIja FM e. r s@Uu ION TO cw5. I 7 I ' I I I I uE IFl+c w w DIRECT MOUNTING INSTALLATION ALTERNATIVE 6W swE 3/4.1- 1. INSTALLATIONS ARE ONLY VAUD FOR BURDINGS W" A.S.D. DESIGN LOADS UP 70 +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO W-B". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF U55 OR EQUAL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR REGULAR PANELSn & 1 INTO EXISTING WOOD STRUCTURES 0. ALTERNATIVE 1W SME 3/8-1- �I I EO \ II ED umo NMO[R R:ANXD ALTERNATIVE 2W sm,LC 3/8=1' wca vurt rccuoao �mo vutt vxm ALTERNATIVE 3W ALTERNATIVE 4W SCNE 3/B-1' SCALE 3/R=1' ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS NOTE : sHUREN 1WS NOT SNGWN MR CW =M7 mTva, we 20 GAGE GALVANIZED STEEL STORM PANEL IXL9M pT LL ET GOIM. GLOBAL PROTECTION PRODUCTS, LLC. 0°o�vul' . c� v�_wcnwo cno. n°um s 17-143 m-0D] =Hac 0>•M rn3ExwLssN.m-em mow' J inns - . N7 [`2Ir 11 O }p INSTALLATION DETAILS FOR REGULAR PANELSQ & INTO EXISTING WOOD STRUCTURES / 1{-IO. PAVEWArE PLUS r! THREADED DED %mINNG waoo N�RAFAnm ON 10 1 (WR'SHE, mRr mo o 100D HEADER . / ` ! 2`\ KOUWEO / Min. `� I w. s¢ sN e _ to 7cuss. Mar. PAN�L LENOM 1/{'e-a0N1' S.S. • (SEE NOTE 1) LL5. Y/ ]/B•0 a n• mxc xIn � OF X MA r L\ J, w e 1 N4 mo o f0. L1 ,RFD 14-10 PAN119IME PLUS O 8 1/4' O.C. W/ 1 7/8' RE THREADEO PENETRATION O L I 1 MO ON OF PLATE DIRECT MOUNTING INSTALLATION ALTERNATIVE 8W NGTii: 1. INSTALLATIONS FOR ALTERNATIVES SW. OW & 10W ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 143.6. —48.0 p.s.f. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE ND. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NOCOMBINATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. DIRECT MOUNT / WALL MOUNTING INSTALLATION DIRECT MOUNT /WALL MOUNTING INSTALLATION ALTERNATIVE 9W ALTERNATIVE 10W SCALE 3/6-1• FCA1E J/mot' A. 20 CAGE GALVANIZED STEEL STORM PANEL merx w: PRODUCTS, LLC. �� > IL ECOTHc. reap sw. a1 snxT.r 17-143 nw>y>xwnxom Lxwx¢Ram coxeexrwvq rAxrw{ wuy rt )me LPROTECTION n lU1{ Co am (SM s COK:LLIE 4CMJR$ (SEE. ScRO UIE ON SHM 14) POURED VERY 1/1' O.C. CHME PEOD.. N 1p' oc d d 3 3 POURED SHEET ", \ � Sao" 4� rSEi S'xEWLE 6 I sXECf . Fqt Tin. $FPIA).TM , TO LV55 I WALL MOUNTING INSTALLATIQ WALL AND FLOOR MOUNTING S_ •, SECTION •L JJQ]El ON�F' S4FEIY NORM PANEL M EM NCTA ATION r. UPS SAFETY STORM PANE' CAN BE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL. LOCATION IN �EN END P UPS SAFETY PANELS MAY OR(MAY NOANY TBEINSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS) 2. LIFE SAFETY STORM PANE. CONSISTS OF 0.039" GALVANIZED STEEL STORM PANEL AS PER COMMENT 01 SHEET 20F DPAWING. THIS PANEL )llIDW5 ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF SDtUCTURE J. UFE SAFETY PANEL REOURES TOP TRACK TO BE COMM NEAT©h BOTTOM TR K TO BE COMPONENT®AS PER SHEET 2 OF THIS DRAWING, COMPONENT ®MAY BE INSTALLED WALL OR FLOOR MOUNTED FOLLONIING SECTIONS 1 S, 2 ON TWS SHEET, AS WELL AS DETAILS 1 h 2 ON SHEET 14. •. Min LENGTH FOR COMPONZAR 1S Max. ANCHOR SPACING FOR COMPGNEM1T ®ANCHORAGE AT BOTTOM 5 GNDJ ON SCHEDULES 1 & 2. SHEET 14. COMPONENT ®MAY BE PERMPNENF OR REMOVABLE 5. SEE DETAILS FOR INSTALLATION INTO MOD FRAME BUILDINGS ON SHEET 15. 6. SEE SHEET A FOR DETAL APPLICABLE TO WE NECESSITY FOR THE NISTAULADON OF SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO S UCCO/WOOD BANDS. 3 ED rpl� CONaM N6HORS SEE SC DALE ON SHEET 1.; FOR =0 s0a'. SEE SERMON ON sHEEr )S �1 1W/75 a zVa s/a m a/a .. T, z & 1w/1s I ,- r,- Mti 11 MEN ll %GE LOGAMN U PAHU.S) XALS 1/1. .) W/15 W/o REGULAR TRACKS (SEE NO}E 1 BELGw) L AAVL ('� SAFElY.S SWLLL OPTION 1 FORLIFE SAFETY TOM VIE DR. PANEL OPEMNO 6"I UT P NE 1 & 1 iA0•IAKPLRATEMSi�AIAIro TO BE INSTILLED OR REMOVED FROM INSIDE of STRUCTURE. ELEVATION SCALE 3/u"=T" - -- I INTERIM c.O& 8 (41FANTE LOCATION �p1p i[E N= 1) pAVZ a ImX q SECTION B-B SCALE 3/32--l- � TALL '•ilBEly /�i/ = FLORIDA BUILDING CODE (High WOODY Hurricane Zone •L • NO, 44167 T ; R S V ML GOO RXCq mG 20 GAGE GALYAN¢ED STEEL STORM PANEL OPM)I Btt 9i o GLOBAL PROTECTION PRODUCTS, LLC. aeFm/O I ••._• %•' i _ nLur rzsuxc L rN �cRlxo coxPwT oMs fL w„ . P. (szL•pw-)51s. DLc (peP)SB-en) 17-143 La-000G1, oPAmrea re: SX6T LT aF i xFLOaM To- Li u, 7E _ _ -_ -_ e e STUDS C I/: TOOHOL[ S) ® OR OR OIRECI DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE i) SCA1E: 3/18' - 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT & FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES SCtlEDOLGj ($l / 1 CONUMERNS TOP & 8070 W/ / STUDS a EVER OJERIA (12 1/2' D. C TO HELD PANE 5/8" .. (CASE 1) 3" W, (CASE C) NV . Aio. DESIGN FIESSIRE MTf1G ' il. LWCW Cr TOP-CMP GkX-N PAVB n FEWAL 0 I PINDYAR Run FAPNCA6IE TO SFLnONS IF e DAIBNETON .. W%INW1 P.D. 1EN N v (N.) TO CCM-QEIE CONCRETE BLOCN TO CWCREFE fAxTO 610GR To CONCRETE CONCAVE BLS. m CONbiCR CBHBflflE 61M.A. ro CONCRAE CONCRIE 0 6' N/A N/A N/A B' N/A 6' N/A 1 8' N/A 1 & 2 (TOP) +55.0. -72.0 9' 7" 9' 9" 9' 9' 9' 9" 9" 9' 1 (BOTTOM) 5'-0' OR LESS 6' N/A N/A N/A 8' N/A 6- N/A N/A 1 & 2 (TOP)+SSD ->2.D 9'6• 9'6'9'7 1/2" 9' 9' 116' 9' 1 (BOTTOM)S'-0" TO ]'-6' -72.0 6'N/A N/A N/A 6'N/4 6- N/A N/A 1 & 2 DOP)+SSG -4'-- —g•_6' 6' 1 (BOTTDN) ]'-6'i08'-89'" 1 D nE A 2 _MIR/ FLOOR MOUNT CONDITIONS AT BOTTOM W/ FD _3 t/L MM MJM AM 6csvi PBESSURf MM ..if. NOSE 1 (SNP 9 51W L<n MEN FOP OF MM13 Vef ! (SiL9 0 3'" FROM T, G KNOW APPLICABLE TO SECTIONS f & NY COMBINAEO OF THEM 1WOMUM PANEL UO GM 'L' (ft) TAP 1 T N _ TD C10.T,RE1E CONCI:EIE TP MNamle i0 cOKR[lE +49.2 -61.5 3• 3' 4 1/2" 4 1/2- 2 (BOTTOM.) 7'-6' OR LESS +Sze -66.o 3" 3' 4' 4' 2 (BOTIEM) 7'-6' OR LESS +SSD -72.0 2 1/2" 2 1/2' 4' 3 1/2- 2 (BOTTOM) 7'-67 OR LESS +5&0 -R.D 2 1/2' 2 1/2 NIA N/A 2 (BOTTOM) 7'-6' TO B'-Om +SSO -72.0 N/A N/A 3" 3' 2 (BOTTOM) 7'-6' TO W-8- ALTERNATE LOCATION AT END PANEL 4B 1/4' 1I SEE SEE III SCHIMK E $ ¢YEDB F 3' /2 FOR f2 FOR 3'—I CR Yaa. ANCYDR N.M. ANCxOm i `INTERIDR PANEL SEND PANEL SPAONE SPIL ' Mln. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE: 3/1C - I' +ww+ Ata xuN VXSS4RE Mlnl, (pil) w. u —) v (A) (s[E SECIIOi6) nnmro snrxmol. 4VSL w.+a Wrolrou ,M l -)I.0 I W-6' 2 3/C VXBCVFC SEE WEET IS FOR ANCHORS ME G BRIM FOR NSTNUTONS .70 SRbO PRIME B o.. MINIMUM ANCHOR 5PACWGS MD MINIMUM EDGE DSLV:CE ME INDOaED ON THIS SCxfDULE FOR E.G. IESS SOW NDIWED ON WKEDGE REDUCE NTNOR SPACING BY uMWP. SPAONG S✓OFN DI SCOEEMM£ W ME PXL0n IG FAL n. FOR Rb OFEAATON TO BE POSSISIE NEWGED SMM 08TFJNED USING FWDR SH41 NOT BE LESS TNW MINIMUM SWWG INDICTED Fee M. A4 Nce TYPE AT ARONOR5 LEGEND ANCHOR ME I/a o I/4'e TndN oW-CRJ• vANa)WE n ICPAI> SAS WR-N Yn M omm !Pima Eh) J ] 3 ] I ,n [PG[RGTMS • On.) 3 ] ] J nAI.C) fbuM. pyy (irv) 3 ACRAL Ea (mZ MM430 EIaIOR y t.m Ila tM .0.J J FLORIDA BUILDING CODE (High Velocity Hurricane Zone Di01J C0'� 20 GAGE GALVANIZED STEEL SMRM PANEL AL GLOBAL PROTECTION PRODUCTS, LLC, GuL L E C O EH6. 4GT 6e. !t all °'°'ti xc A Elcwmanc c-nI 17-143 y 4. acl mtlu Wm.L N MGM f 1 nBa- ru. pml n,_un FG-MJe)IB PIN2: (9NM6P-)Sq. 8Mp (eN)IM-8)8) o. m tlMIIINF b: 'b7{R�A 1LLVr u.1 7 1 ute) U INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORM PANEL SYSTEM •'° I I"E° ,ADD ENETMTWO/N INTO EXISTING WOOD STRUCTURES TO ELODL V0DO HEADER N8 R SEE ON Mf MU. 1. MR ., SFFAMON M cuss. ALTERNATIVE 1 ROOD PLATE eEQWRw ALTERNATIVE 2 ,oDD mw RMURRED V C> , ALTERNATIVE 3 ALTERNATIVE 4 "LTE Mn. TIPWc11 Op1E1PLlpN OF ww BPASS Pu91W6 W/ rx-]wz S.s ks. W P- D.E. M ALTERNATIVE WOOD FRAME CONDITIONS I/4.0-]0 PMEUu'E FIU E ID OR & ANCHOR LOCATIONS PMS W, PW] O V O.C. N/ 1 1/2' Mh.1- 1KKVyFp PptT+l1pN 10 F]n51NC VgOU NOTE : 9MIFA TPKKS N01 SNOiN FOR UM1ry WALL MOUNTING INSTALLATION ALTscR- TIVE 1W 1""I1�SERA*T/ ND. v t+5T4WICl5 ME AND WW MR TH UPr T xnn /3.a DFSGR LMDS UP TO ISSS, -0].0 paN.NO P.WFL'S LENCIN UP TO ] roN NEW WORD PPN1E Cp61ftUt]iWl: P000 YyFFAS TO M Eg11NERN PmE Ne, ]. W/ ]P¢R OFMT' OF O. 5 ON MULL. cPpn mrztaixa 20 GAGE GALVANIZED STEEL STORM PANEL u'I. DMxW rr Deroe/I> � GLOBAL PROTECTION PRODUCTS, LLC. L E—I C O 1we. +ew sW. m siuEr c^"c ti �' xc P�Mc:Euxc coarurc 17-143 ee-en> OPTION #2 FOR LIFE SAFETY STORM PANEL(1O ELEVATION wil 3/Ix"-1 1/" WL 4W SECTION A —A so P 3/16-1" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE MAXIMUM &S.D. PRESSURE M"z. PANEL LENGTH L (R.) MINIMUM SEPARATION PANEL DESIGN RATING (pa.(J (SEE SECTIONS) TO CIASS CON011ION +55.0. —72.0 g'—g' 2 3/4" UNBOLTED A. " • c NO.44167 i 1 cmu mrtw, me ECOIM.. 20 CAGE GALVANIZED STEEL STORM PANEL GLOBAL PROTECoeTl+GION PRODUCTS, LLC.IL ' ux xr= 17-163 �Q*. + y7 x iwr rtsrmo a e�ixeuwa wµ �xr zx vv14 vnm�e (mspes_�,lu, i"c rys.)esv-ewx E IOIC sGva.R2:m TAKEN ANCHORS O.C. 3/32- W)N O"1TI]2' =11S ME) INSTALLATION DETAILS FOR OPTION &2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 4 TPPCOx P2ICIWRS SE SN[ET IB @ 20 MR 0.Yw I E M AVM TYiE SPK M MSTNl/."WS IM0 Ww0 W µOb) Spyy M E ltI W. mm. NILNOR $VK s AW 4➢iNIW ME (%WA R MEWED ON MIS �IDG[w140 Gvrn S MURE MR Ea. LESS T. w01CATM ON xaxy � SCNFw4E RE➢ULE u:OIOR E.M. BY AORL'L EO,GI60S Oltry ... SPxWG Sli w M SMMLE BY ME f IING FACTORS. FOR MIS OPFR w t0 BE P0ss9 RMCM 11/Y 2 I S M. MM1© USIM FXICR WV NM BE "SE" MAN —B" SWLMG INEI M 3' MA C µCROR ) E GN MIS,SF c. E 3 1/1 1/2--- 1 4b-lBd/4'SS. N.S. M, /B'm3/32' WING NW WA 6 12 1/2' O.C. _IL___44- TWCON ANCHORS4 1/2- O.C. sut2 WALL MOUNTING INSTALLATION SECTION 4B O LIFE SAFETY PANEL sCa4E 3/e'.1' * No. 441 i 1 $ i 20 GAGE GAWANIZEO STEEL STORM PANEL xG "° GLOBAL PROTECTION PRODUCTS, LLC. 44/ovn -1 9 ' � nwr mTuw n LNwx[uwa Gw•Axr TMG ti 3v1. 3'.M..,l RxoxE� (w4)Fea-)u3. rwB lau)wa-mn I7-1 d3 INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I (9'. TWWN AVCNDRS �<' TMCON m"N"S 09'OC. r eR•Dc. s T+L__ ._— WA ER WALL MOUNTING INSTALLATION SECTION .5A O REGULAR PANEL SCNE 3/6-=t• SEE NG F 19 tr SD TOfl WHOM W OO @ SVN9lL FOR W]V1lAlgNS IMU M(qD {I.W p NCHO. EDGE O µC E SP..; µD YR EDGE UE FOE M. WDIWED ON CAT SCNFDULCREDCE I155 SP Wp OY' ON .mmV pIDACl µCNON S0. W Hr' scxFLIRE w THE NG OP F sx FOR er " N TO be IOLTptl. fM cm ovE O TO bPowc F RFDucm PE D9TK+ED NW IIGI G ICA XDL 1E551WN OR M SPI.GNL WDIKM FOR FOR FKN µtlgR lYVE ON TN6 SCXIWIE � lYP[ H•e r. iNCW vblW4rz Yn. µ2Mpx av me INJ ] S ImuN C =.- rltusl gay ) S S ] ]+n KTILL E6 D» DbTMCQ rlCltli + Da " : +n• - im WALL MOUNTING INSTALLATION SECTION 58 O LIFE SAFETY PANEL SC 0/B'.1" N. FLORIDA BUILDING CODE (HI h V.I. affyHurrlc@ne ZDI `a01a TMa' ZO GAGE GALVAMZED STEEL STORM PANEL uE roN B GLOBAL PROTECTION PRODUCTS, LLC. °p;°��,+T L EGO nun rzaTWR a ExamEEalw wxr.xT orvc n:']iiii a>_...,. p._a>,. >vi vgouumr,num Fxwc:. t9v)eev-asu. F. mv)en-nsr 17—I43 INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 6AW ALTERNATIVE 6BW ® REGULAR PANEL ® LIFE SAFETY PANEL sGLE 3/B'=1' SCALE J/B'=I` N TEc 1. WVMONS ARE ONLY VALID MR BUONO WOH ASD. DES'GN LOAM UP TO 455.5. -020 PSF AND PANW5 LENGTH UP TO W-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEYUERS TO BESOUTHERN NNE NO. 2. W/ SPEC104 DENSITY OF 0.55 OR EOUAL. a 'ROOD HEADER REOURFD 4•0 TAPCON 0 D' O.C. /1 1/2' WN. THREADED PENEIPATYJN AT WOO HEADER /2' a' Nm. i i LI.L$ SWFCVS SXiF 16) ' 1/4b-20 i S m5 ^1 MING !M TAPr YM. TNREA[ PENflRAl101 !OX3 4S.S. N.S. VI / /J2/WING NVT �.",,� O 12 1/2' O.0 T'IASNER (m TAFDON m 8' D.C./2' MN. THREADEDRATION AT YIOWDMATE REOld1fD WALL ;L MOUNTING INSTALLATION ALTERNATIVE 78W ® LIFE SAFETY PANEL ScAE 3/8'-1• FLORIDA BUILDING CODE (High Velocity H CQ0IT 11=Q. 20 GAGE GALVANIZED STEEL STORM PANEL IL ECOIHe. GLOBAL PROTECTION PRODUCTS. LL yPAM Pm1�51IEEf M14IM111L m: I951I60 n? O 0'O.0 1HREADED MOD WSW/ NUT INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES WALL MOUNTING INSTALLATION ALTERNATIVE SAW 9 REGULAR PANEL SCALE 3/8--I" NGfTFi: 1. INSTAl1ATON5 ME ONLY `/ D MR BUILDNGS WIIN AS.D. DESIGN LOADS UP TO ♦55.5. -72.0 P F AND PANELS LENGTH VP TO W-8'. 7. FOR NEW WOOD ERAME CONSISUCTION: WOOD MEMBERS TO BE SOUTHERN NNE NO. t. W/ SPEC01C DENSIY OF OSS OR EQUAL WALL MOUNTING INSTALLATION �17 ALTERNATIVE BBW ,4;^ ® LIFE SAFETY PANEL FNns. v.04 SCALE 3/8--1' nnomA cim mvn none mr_. e[_. :zalr nmq vc 20 GAGE GALVANIZED STEEL STORM PANEL 44167 . i I L IE C O .... GLOBAL PROTECTION PRODUCTS, amo sW. 51 n[[a 1nN4 [NtlN[Qp0 CpR/.NY dlfL R SV1a (7ea)ma-5797 ML drz: 17-143 .AG No m nm. NERAL-NOTES-YAUD-E--ZAfANG STORM PANEL SYSTEM 1. C-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH TIE 2017 EDITION OF THE FLORIDA BUILOiNG CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REWIRED BY THE. JURISDICTION WHERE THESE'SHUTTERS WILL BE NSTALLED AND FOR A DIRECTORAUIY FACTOR Kd-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NO1 EXCEED THE MAXIMUM (A.S.D.) DESIGN PR6SURE RATINGS INDICATED ON SHEETS 25 & 26. IN ORDER TO VERIFY ME ABOVE CONDITION. ULTIMATE DESIGN WAD LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED 10 A.S.D. DESIGN WIND LOADS RT MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NTT OVER STRESSED. A MIC INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WM USED IN THEIR ANALYSIS FASTENERS SPAGNG TO WOOD HAS BEEN DETERMNED N ACCORDANCE WITH N.O.S. 201& STORM PANEL'S ADEQUACY MR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED LADE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT A 2032, AS PROTOCOLS 1IAS-201, T5-202 AND TAS-203. 2. MIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING ME OPENING FROM THE INSIDE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALUTION IS INTENDED TD BE PERFORMED FROM ME INSIDE OF STRUCTURE. 3. SERIES IWO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE FILING STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED MOM THE INSIDE OF STRUCTURE. 4. SERIES 20W INSTALLATION IS APPLKDBLE TO SINGLE AND DOUBLE HUNG AND HORIZOWAL SLIDERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE. INSIDF.OF STRUCTURE S. AL ALUMINUM EXTRUSIONS TO BE 61 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. 7. ALL STEEL SKEET METAL PANELS SHALL HAVE STRUCTURAL QUALIFY STEEL. ASTM A-653 GRADE 50 Min.. GALVANIZED STEEL DESIGNATION W/Fy- 5e.5 " (AFTER ROLLED). B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SODIB W/ SO INi VELD STRENGTH MIT 90 Rei TENSGE STRENGTH & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 9. BOLTS TO BE ASAP A-307 G VANZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL. WITH 36 kzi MINIMUM YIELD STRENGTH. 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE- - 1/4.0 TAPCOM ANCHORS AS MANUFACTUREDBY I.T.W. BUILDER, INC. (MIN. Fw3192 pe.i.) - 1/4- 0 X 7/8- CALK -IN ANCHORS, AS MAUFACURED BY POWERS FASTENERS INC. (MN. Vc-=0 P.A.L) - A14-10 PANEIMATE FEMALE ID & PANEIUATE PLUS ANCHORS. AS MANUFACTURED 9Y ELCO CONSTRUCTION PRGDUCTS. _ _ Al) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANEUMTE FEMALE ID & PANEIMATC PLUS. A7) MINIMUM EMBEDMENT OF 1/4.0 X 7/8- CALK-N ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EABWMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EMOUGH(SHOULD ANY MIN MATERIAL EXIST) TO ENGAGE 3/4- INTO ANCHORS. A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON ME EXISIING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS NENTINEO IN AI) AND IN A.2). (8) TO EXISTING CONCRETE BLOCK (AI - 1/4- 0 7000N ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. A - 1/4 a X 7/B' CAIN TU -IN ANCHORS, AS MANUFACRED BY POWERS FASTENERS INC. (1'm-1500 P.S.i.) - 114-10 PANELMATE FEMALE 10 AND PANEUJATE PLUS ANCHORS, AS MANUFACPJRM W ELCO CONSTRUCTION PRODUCTS (Fm=2071 osiJ * B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEIMATE FEM E 10 & PANF.LMATE PLUS 1WO CONCRETE BLOCK SHALL BE 1 1/4-. B.2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8- INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHWA. BE PERMITTED. 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATORML 01 TO ENGAGE 3/4- IWO ANCHORS. DO) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 8.2). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAUFACTURER. LL IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERITY. ME SOUNDNESS OF ME STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 12. ME INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL ARCAND FULL LENGTH. 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROWDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. 14. ATRIUM WINDOWS AND DOORS, INC. E- Z HANG STORM PANEL SYSTEM' IS PATENT PENDING. 15. (a) THIS PRODUCT EVALUATON DOCUMENT (P.E.D.) PREPARED BY TINS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATILN FOR A SITE SPECIFIC PROJECT; i.e. WHORE THE SITE CONDITIONS DMATE FROM THE P.E.O. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUJNG UFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PRWDEO HE/SHE ODES NOT DEVNTE FROM ME CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S RESPCNSIVLITY. (c) THIS PRODUCT Mµ11APON DOCUMENT WILL BE CONSIDERED IWNUO F MODIFIED. (d) SITE SPECIFIC PROJECIS SHALL RE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL. BECOME ME ENGINEER OF RECORD (E.O.RJ FOR THE PROJECT AND WHO WILL BE REBPONSBLE FOR ME PROPER 115E OF ME P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. ENGINEER SHALL SUBMIT TO THIS UTFER ME SITE SPECIFIC DRAWINGS FOR REVIEW. (a) THIS P.E.D. SHAH BEAR ME DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL ENGINI N OF RECORD THAT PREPARED IT. 16. STORM PANEL UMuFACTMRER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE IODATION_ AT STORM._ PANEL. N - - - ACCORDANCE WIN SECTION-1709.9.3 OF FLOFOA-BUIL LNG CODE. ONE -LABEL SHALL BE PLACED FOR EVERY OFmNG. LABELING TO COMPLY WITH SECTION 1709.9.2 OF ME FLORIDA BUILDING CODE. rvc G O INC. u.L DA P . ATRIUM WINDOWS AND DOORS, INC. AxWlr: OSF1AIn-N';s. iu-vXHK.-vR' 17-143 ew>.uc w: ti -` F 2. 'ADO • ' HEHVCD EDGE AIL TYP L. - COMPONENTS FOR SERIES 2000 & 1000 E—Z HANG STORM PANELS (SCALE 1/2"17 D01AL .111 WIWH)- --125D0' (FfFEOTNE 1:101 ouae- ulu. TNIa( ruvulrsm s1EEL tl A GWLE 50 mnluW G-60 WV, 08.8- --6.250' 01 STORM PANEL ISOMETRIC VIEW DETAIL A RD)NDED CORNER 0 ENDS OF PANEL'S END UP W/ HEU.MED EDGE (N.T.S) -ir-.125- 1- I� L 1 1--3• N4. -� � O7 3"x3"(Max.) ALUM ANGLE oEEAn dT RS• r� z.uoD• I.125' p50• L—, DDD-J ® ",I" TRACK .250' .055- Dxo.) — ® STOP BAR 11• LONG W63-M Num. ALLOY O REVERSED "h" TRACK O REVERSED "U" TRACK �.z5o I aso �250 813' L ,.125• I Q• ].250' F- 2.000 125• 250' (TYD.) O PANEL HANGER © 2"xS"( ax.) ALUM ANGLE /4• WIDE 6061-T6 Num. ALLOY lLORIOA BUILDING CODE' (High Ve1oc! H.,d .. Zona eon mrzm. Nc E-Z HANG STORM PANEL SYSTEM (m ave 4uvuam srza mwi rutty Guam an <INC.aoD ATRIUM WINDOWS AND DOORS, INC. r �I rIWT ,[9i1°4 4 CMWM�IIM y�CO"vAN� e.m. >I smm aCT. R 31111 17— I l3 p v. � va �•i;m w�m.ra�lmtm v"'" n-Dmnty rwm (vx)e+v- a.s, wz (vsgem-nm wows x: _ _ _" W_ snm ss ar H wurtn A lic � 1<16l Rp!"1 A'• °'a' I r 1 In -c 3•/241►(pp (SEE .. 2 BEIuO 1./24 ► 4•/24 ► ly -. _.. _, _ v • \ tl IRE r 2 BElOFD S 1' 1! 'it . P°R C MOEIE IIGI°IC: AE SCIRDVIE Otl SxtlT 35: iGA WOOD SEE SECTORIS ON SKEET 26 4°,. 5 Al 2 xN q A��T (O4J jpN PYIFU (MEFOT P tl) (BOWOR PMFL) (MEAIst PW¢) (FPW(FPW FTT 60XR' a BFIOx 1 i I I 1 1 9 S¢ xOTE 2 J, a FELOW 1 1 A •i B�O/IB.TFD PANELS W __IL , • . I.BENW_ SEE nUfE S ]. Ym. fOR CgCRLTc WO1CR4: SFE B¢Ow �]. 5EE NOTEoR 4 u'x. soEnmE LW sr�T v; F0.9 x000 AVLw: ,• M;n. SS. J o /pO o SEE SECxONi EN gtETT 2E L© e LIYF PANEL t TD BE NSAUM AT EACH ¢ NPI TYCAL ELEVATION FOR SERIES 2000 ��+'"c SNAI�Aftn BE PRNOm W/ ;;,CAL,REM YANOtE TO FACILO E INSrAL:ATION E—Z HANG STORM PANEL (1) SYSTEM IF IHTEMDEO TO BE INSTAW FROM INWE OF STRUCNRE SGIf J/J3• - I• Me,. W ORW/o ()•U SECTION A —A $ 3/3r . I - NOTER (1). OEFNITION OF SERIES 2Gp0: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL-+_ .. _ COOL' TRACKS TOP' & BOTTOM. (2). �+D PANELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR B SHAL BE PRPAOEO AT TOP OF SUCK PANELS. (3) IF END Y 5. CONNECTED/ B1%J2 �IWNO0 NOT ORCONNECTION % '0014- AI�n, LTI UMBBSCRM INTO TAPPED BOTTOM TRACK. LCCA110N OF FASTENERS MAY BE AT EITHER OT 1W0 EXTERIOR MT PIMRGES OF END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LF/ST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE IM SUCH C/ E, CONNECTION OF PANELS TO BOTTOM TRICK MAY OCCUR AT ANY PANEL LOCATION. (5). SEE SECTION 1'. 3- & 4- ON SHEET 24,. SEE ANCHOR SCHEDULE ON SHEET 25. 3' Mn,. 2/24 1'/24 4 5 FW 2 8 (SEE I'm3 Boxy) 1• Min. OONCREIE ANCxd$ RFJ 3' M°x 1' MN. (SEE SCMEU-E ON sPFTc ]J) lf,l' SY.S O rwCH m Cf Q — n• • ° i'L• Q10 vW¢7 ( P�/J.E' L) fIHiER1pR Pu1Ela IINIEECER PANEL) 6E (fN0 PW¢)n S¢ Np1E 2. ]. { B¢OY/ c N < BR I • I 1 SLE M1I i 2. { OELWI lillp llE9 W/ 32MIN o u�/ours AD { m z %. .yANEwnTE ttmJ _ MYBE LOCATE I—r—IS' (pyTExygtE LO!AR V.ENO OR ELS 1/� 2' 'S'� AT FNO PANF157 INTERIOR PA • IQ TO BE Y6TN1tD I.T F?EN OPENING OPEN NG SH pRON0E0 W/ NnANU AGE HA HANDLE I T Anon TYPICAL ELEVATION FOR SERIES 1000 �, ED MORE �n� FNO E—Z HANG STORM PANEL G) SYSTEM '"SIDE OF SINNCPJRE. nws alu � I -�1/.• Nm. EI➢ 1/4• Wax. DAP-�L SECTION B—B ;'TLE'No P.v+¢1AUS7t'"" pLTES : SCYE 3/Sr - I- (1), .FMMQY OF TIER a ID00: E - Z HAND STORM PANEL SYSTEM CONSISTING OF PANEL + �nt. TRACKS AT TOP & PMELMATE PLUS OR W LONG AT BOTTOM Y!/_PANELMATES. - (2). END PANELS SHALL AV/AYS BE CONNECTED TO IXI BILL WPLL BY MEANS OF PMEIANlES OR, IF DSED Jq(NRY W/ IS' LONG 2 TRACK AT BOTTOM, END PANELS SwN1 BE CONNECTED TO (Z) lY/ t/4'040d/4- JS: W/ WIT WING BT OR INOTE O EELOW)R UMBSCi2EW MO TAPPED (2�(E IT AS DESC(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IS• LONG 1R, i2� AT TTOM BUT END PANELS ME NOT CONNECTED TO DOTTVN TRACK 2 , MOP DAN e SHAM BE PROVIDED AT TOP OF SUCH PANES. (M1). .... ._ZAUAIONS WHEN END PANELS AND SOME INTERIOR PANES ME DIRECTLY m E—Z4HANG EASYATNOIFRmM mPAxNEL SYSTEM PP+xN ILIECOIne. ATRIUM WINDOWS AND DOORS, INC, y,' rum a txElnttanE cowAxT wxE rt 3UIF o. mxv. cma n-mW nu'E, (�F)m-T3.s. EV: (,],7ces-eTPr 17-143 am 2E INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E—Z HANG STORM PANEL M INTO POURED CONCRETE OR CONCRETE BLOCK [m�„L I.WdM, xm Isw[[�uWax 4 eanL lsee ie"`wnuis :\ ea+evLrz uawu 6 �1. 6Mai is) 4 OY+. COxcMCiL NlLrans r--L.o. (sEL uxLVJL 4 �/•+ 3 2+- uz rsm unLnuly ax sx[[i a> aH. ox zx¢T :s) It.n' s.xs o \ Ox [MFI ]>) �S a Lxv w O aralam mrzutE \ \ p I�vwv lan a IY os. IC-\ ETOSo i® 1�� \ vWIDt N19[fE� \ X IT.1'SLLO [mIN 7 /SEL OL)R 1 M \ $j—$j, 4 WL• .- MIE t B[tNY) W \ 9.tl,2 O \ • (5<L OLINL I w O �\ xmE t awm N. Tow g nm© a a 1 I I I � a�rrtl zee i' otx i -- I I N I 3 R i 1ii r 1%eb( to oa i rj I I 1 I 1 SEE 1 Ox sx[fl ss I I ox 6REEi UaLJE 5[E s[x E ,/pe-amJ/+' IDR un. 1 ' 11- I ox SxFLT 35 I u umv w/ 5. LL SLAEW W SEPHNIFW a I SEC SCAEWIE I W )A'e.]n:/ tl I TO cLISS. 1 u. SGiEw xl w SKCT xs 1/.'e-)mJ/+• r-7ox uu. sLnMiL)Iw I .wv rul e N 1 , l/e•eu/av ~raa r sEaaunra I R. ScvL. ./ I ID vlwu I [wr mvuw �av O Aw Ev�mf' i ro �5S' I IlrMc �M o a C I I I •- I —1 WEPr a.2vur 6 I , ' tl6 I ' I I Zvi. aa:m/i-mw i A w 1 3 Ganz i '•3 fib r �s4 i'v.z 'r 'r J• Lxa 1 I aw r.�z wm/rJxvvzlve �. avi«itvNa te 'S/ ' cnm ne� %fn1/vtn'm:-szcmv_mu/is.�-wJeis/' 3 C. [acwrwLRm[ 1• ut/s.tlv-/x)As+/+ / a )/e•` n a' vu Im re /f.-zmJH' m La T vFLuwm. r V+'.-zvtlN' zxwmcvel (s¢ � / -� xva 1 eras) cexcaLl[ wclnes / %l '/+•r-zvu/: nmxuaLW lsm [MOA[ wVpgJmG[ W ISFE soimNE J / �.� YS Y/lreV/JS' xJIF , epcnJ (mL SfN[eN£ 2COK.MIgflS W VL OP Ae9 OH SXFLi ZJ) I \( (.' 1 O 1]' OG WALL AND DIRECT MOUNTING INST. � si iLflEIE /i1E0)ij a wL alrvnv.I t�JL WALL MOUNTING INST. SECTION 2' FJ,OOR TO CEILING MOUNTING INST BUILD -OUT MOUNTING INST, SECTION 1' 0 srwle 3/a-r suLE 3/8=1• B SECTION 3' SECTION 4' ''.Mau/+• yo,[ t. SGLE 3/8-1• SCALE a/8�1' Y5. TT66 sEE .lecw GM)x5 M'O x--R- NS [OR .., ZEE 1fm i0t 5 O ,J1 it ............ J .) Y. BASCM OR 1CYp W Am I'1 Ok A r�, q� (Fwes enwa.an o,rsE ev ,nLLr ,,. dl o&......... `� ............ E ••. ✓ fLOFIOA SUID/NG CODE (Nigh Vefaci/y Nunfcane Zone z en w w =eenouJ. d ezan m1Lco, arc. 1u E-Z HANG STORK PANEL SYSTEM u.l. LI• 0 P k SCUM .0.5 Wu BE No. 441 i w vm wvu m m my PU maw 4: fAY8wE0 N Nn 164v TO 91R exY ws)AUNnorz. :.a ATRIUM WINDOWS AND DOORS, INC. ov m/n DETAIL 1 1_ L.o.. Luc osrutz Off; . 'r� nLaR lmnla v [r.�[[mxo rowan vavz z. wu ISCL ttuml,ta ax _ •�•. OwRIOP4. ,L N« '� es Pxm¢ (wlcev->w. rw lespmo-en) 17-143 SCALE: 1/2" . 1' YI) ii sxL[r Zs) 4-.'VIV� 116+i n®� mon1. ad) m).tmm re WLLILA A M11L .x.. RE iIOAW Ik MI6l SKLi ]. fl 3e MI AS.D. OE9MNC Max. PANEL IENGIH (Inl UmmuN SEPARATION PANEL MWC[91E l0 CR�,R)E (�L" S) TO GLASSCONDITION SECTIONS .66.0. -75.3 70' OR LE55 2 9/I6' BOLTED • 1', 3'. J'. 1 W, 2W h JtV I66A, -053 n, OR LESS 2 7/6" BOLTED • 0' 6 OW EDITED W/ 1/4'0-2W/0' S.S. N.S. G I"GHW AT OYFRW A' W^n OF PANEL IFNGM MENURED FROM W70M OF PANEA. MAGNUM AS.D. DESIGN MAXIMUM ANCHORS SPACNG FOR E. D. - 3 1/2- ^ APPLICABLE 10 SLc11DN5 K k AW COtlBIEM OPMEN Uxx tl.. P� IEHGTH l' 6n) PRESSURE PATMG (DS.F.J TMCONS UUr-PI PAMEIANTE KMN,E N PANE LUAIE PLUS TO CONCRETE iO CONCRE2 BLOCK TO CONCRETE TO EONCRflE BLOCK ro COILRflE t0 CIXICRETE gam, i0 CONCREF O CONCH BLOCX 12' NIA 12' N/A 12' NIA 12' N/A V h a' (TOP) II' Y, 10' J' 5- 4- S' 4` SERIES 2000 + 12' 3' 12- S' E' 6` B" 6' 1' BOTTOM) SERI 1000 !+ 66.0, -05.3 N/A NIA N/A N/A N/A N/A 12 1/2' 11` 2' (BOTTOM) ]" NIA 6 1/2- N/A 4 1/2- N/A 4 1/2- NIA J` (TOP) 70' OR LESS 12' N/A 12' NIA 9 1/2- NIA 9 1/2- N/A 1 (BOTTOM) 12' N/A 12- N/A 12- N/A 12• NIA 4' (TOP) 12" 6- 12' 9 1/2- 12' 11' 12' 11` 4' (BOTTOM) * LIMITED TO 66.0 Pal. A.S.D. DESIGN PRESSURE RATNG. A SEE SHEET 26 FOR ANCHORS WE h SPACING FOR INSTALI-MONS INTO YNOD FFAIE BULLOINO. MINIMUM MONOR 9RACMG3 AND MMIMJM MOE DISTANCE ME INDICATED ON DIM SCMEDULL. FOR ED. LESS T INUCATED ON SCHEDULE REDUCE MCHOR St`AONG BY MULTPLYINO SPACING SHM ON SCHEWIE BY W F BINB FACTORS. FOR THIS OPERATION TO BE POSSMR RMOCED EPACIND BRUSHED LEND FACFOR SNU NOT BE LEES TMN NINIMUM SPACING INO.YAIM FOR EACH. ANCHOR WE Al AACMRS LEGEND. 1/41 1/4•. 1//•v 1/1'a ANCHOR WE UPCON vArIJUAt[ BUR-M Mn. ulCMwl W. 60 3 F s A 1R .1DIIYu4 Oaax.M Nj .Y 3 r a _-ACIILLL"ELT �6D3FAVD FACTOR. t tR' 3s - i 1/d• _ _ _ .3S s 1/T 'lno Lao I I } REQUIRES Max. USIANCE BETWEEN BOTTOM OF PANEI. I AND Q2 TO BE: 1/2' 1/2- MOa. I }} REpU1RES Alan. DISTANCE BETWEEN BOTTOM 0( P.E. � AND Q TO BE: 3/16- �3 16 Max "• -'r 2 FLORIDA BUILDING CODE (Nigh VBIBcII NMnicane ZBn F •'•. "N" 11 1, E-Y HANG STORM PANEL SYSTEM nl NA. NO. 4 1 1.. BA[Y[MN [Im Mpwe PM OL) ayn, BV: 2 9 a- ; .. - _ L �Lx TIW -TESTIMOENOIN•[RINO aOYPAN[ Y4 wua, n 9iw •m+lel]w)nr-r>e .,ter VW eT_rvr ATRIUM WINDOWS AND DOORS, INC. lUD Sv. 3I m¢ Bt'AER3l3t GIIMx, (p5s1fl axa l FAc (pY1 xxx,ax ] � u umry w m ,. �s iv wTc m/as/1] 1%-i4.3 oMxlnO AN 1/4-0 VG SCREWS O V O.C. N'/ 1 1/2' On. WRFACED PEWEAUT PI Te E%ISPOG WWD MCAKx. C<nl. 01 FA END OF Q 6 1+0�E IIAAHBMW) a I 5 I 1 FIro-z6u(4• N. WBc.3nr mnc xuR D E4Faf OVfAVY itl . _ E $ I/4-. ] JOW u5 w $ "\ 2 ]/9.4J�J2 WING NIV 1 ` IHV�sCPE\N (SEE HOLE IA BFLOW) �.'^U I/Ce 1pU SCRFNS O 6. OG W/ \ \ 1 O ,O WREIOCO P.I[c 2 IN O \ NxIW101-1. P C AT SERIf5.RW0 OR 3) 14-t0 PAV[Wcif PLUS N' 2 0/I6• in s'.'m TO cumc4 $CLEWS O 6" O.C. w/ Tw2 w PEITROBON WOOD HEPOFA. 014.1. 5MS -O M END OE© ]L6• un PFNFmmox D, IT(o WALL MOUNTING 5pi 1 no INSTALLATION V- 121 2'N' WALL MOUNTING on REQUIRED ALTERNATIVE 2"W DIi°.si°OR INSTALLATION ALTERNATIVE 1"W sruE 1/°•-1' 1. 06TN XBONS ME WLT VH1D FOR BUFLIANO mW A.5.0. DESIGN LWDS UP TO i66.0. -73Z Ed m+D PN+EL's t£N.^.IH UP TO p'-10•. $ ' \ 2. FOR NEW WCO) C E CONflHYC110N: WOO MEMBERS TO RE SOITITN P01E N.. Z W/ VOCIFIC DENSRE OF OM OR EOUN. \YS i NOTE IA. SEE sPEL1FILPnon AND RcTOUIRMEw'15 FOR USE Or STOP DAR ® AT TOP 0.5 WELL AS F.B. (5) CONNFCIION N ROCKS R O g) AT BERN... BASED ON NVOO HFAOFH aEOU/SO 10W OR =00 SEpiFS WSTa 70. TYPE ON 3FITT 2S WOn- FOR ewINNAmw m acroN ALTERNATIVE TOP k BDHOU u N—NG5 CAN HE CONENEO IN N+r CONDITION TOP HEADER WOOD FRAME h ANCHOR LOCATION WAr To SUD A ET wov.. n.. , 1/4• - 1- N01E : $YURpi TVCRS .\'m SHOWN F. OpgFT fJ I % H(MEA HEOWRED MT OR ON ME 1 1/4"o UO SCREWS O 6' O.C. w/ I/2• O' WREXB pENE1MT0 TO EFSTNG WOW HEnOER i -T00 / aV3332" wwc Ii 1 SCRETIS D 5" OG W l / II IM O IT O.0 4 Cv.L #14.1' S.YS. ' l _LAC. 1 1/i Yin. WREFOD PEAE]M)YN l / / j O m END O' ,%rt lax" To `JIISItK. WOOD HEAGEIL , A �' f14,1 SOS / 1 (SEC DETOL 1/2. k 1_ _WOTE U. my, 7 cau. -- 6 5 r (SCE MINE 1n. k NOTE m EBMW) I 1 WJSD xMS REONREO 1 INc NNT O - SEPoA4TON Z 1/4SCb-20oH- - To i Y. REW xl caEw w R 5/I6" On ]/O'e.J/Jz sEPN s. 1 E Nln m TO tl.si 1 wW wExuP u j EN"n, u -4 r z o "0.RO.J/ • Y_ 1 Q $C ay 3 trnl.O T'oc i J as n•uN..)� i -I M1 - $r \ 1/4 k-TOn3/J/4'4• N5WW. -I W ]/9 C WERE UYEC41 4 (SEE TIUMBSGAflt `SEE•NOff IA BOB) I�h; j fi 1/4 0-TO➢3/E• ,S W/ ]/a ¢J/3R• caN, mu0 Nur o IT Wa. 1 1/ " VO ¢NEws m C• oC W/ 1/c0 LAC SCREWS m B' oA W/ �I \ L2• Y' . 1 1/T' blrt iHWfM.II PfIFiNATOH Y ('[1 T•.4' OIJ2 En. 1mE PENETWgN \ uin. 2 • wam WVOD PuiE NEomm '\ I PURE ffOURD PUT TUT OR ON ME BUILD —OUT MOUNTING LING MOUNTING INSTALLATION .LATION ALTERNATIVE 4"W TIVE VW scAlE I/4•-1• wwy� A`,/��! 4 FLORIDA BUILDING COBS (High Velocity Humicmnv Zone Pmm nnce. Rs.. E-Z HANG STORM PANEL SYSTEM 1° u3. 7r ' (m WE a VAWENv firm fimw I—) ouch .1.ATRIUM WINDOWS AND DOORS, INC. IL E ,xm WE iIWC ICSTINO k EN �mEAWO COnPAHTs MNC FL >]T4 %sw m Rx°xc 1s541eu-154:, ma: FB34)uo-WAT 17-Il3 ItO{E :''4RC%., ...:iW01 mI-oa.,n aaej ml-:a n "- ,T EB-aD]ulE O ANC vc MN1W A 1RUT Jr. PE ROUM Uc y16) =1[CT " W T6