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8.3) N EASE TWIT PRECAST STONE, OR PRECAST CONCRETE PANELS, Si1NCC0 OR WIND BOARDS BE FOUND ON THE NiA Elora! pYdE 6LLVMI� cnew elrH9u iDONFL EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE ODOR SUCH PANELS. L STORM PANEL SHOWN ON THUS PRODUCT EVALUATION OOCUt1ENT (P.E.D.) HAS BEEN VERIFIED FOR COAP,ANNCE IN ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 13.2). ACCORDI WITH THE 2014 (5th TDTOON) OF THE FLORIDA BUILDING CODE (G) T11 Etli~r' J (I±L*H. CaEMG 98MI G-.0-11% TAt1.?: 1 ` BY E.T.W. INC. IDFSIGN WIND LOADS SHALL BE D'EEET+ NIM AS PER SECTION 1620OF THE ABOVE MENTIONED CODE. #14-10 ATE FEMALE D A+D PAMEELMATE PLUS ANCHORS, AS MANUFACTURED BY EECO CONSTRUCTIN FOR A WIND SPEED AS RETIUAVD BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND /4'® LAG SCR PER ND& FOR A DIRECTIONALITY FAC-TdXt Kd-0.65. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2D14 FBC AND SHALL - I S. AS DISTRIBUTED BY ALL FONT , BOLT �NC STET TY CO. NOT DMEED SHE MAJOMNM (ASD.) DESIGN RATINGS INDICATED ON SW TS 7 TMRU 12. 14, 15. 1IS. 19 & 2D. - 11 /16'0 x aWOODBU D N ORDER TO VERIFY THE ABOVE OONDII UtXWEL DESIGN WIND LOADS DETERMINED PER ASCE 7-10 C,1) MINIMUM THREADED pFSNETRAT" ORTO WOOD OF TAPCON ANCHORS SMALL BE 11/2` AND 2'° FOR ELCO PA E MATE PLUS SHALL BEHEST REDUCED TO AS.D. DESIGN WOO LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO AND PANELIAALE FEMALE ID. 10 COMPARE THESE W/ MAIL (A.SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THIRU 12. 14.15. 16. 19 Nk 2D. C,2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED IN ORDER TD VERIFY THAT ANCHORS ON THE P*EO. AS TESTED WERE NOT OVERSTRESSED. A 33X INCREASE INALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THRFADffJ PENETRATION, STRESS FOR WIND LOADS WAS BOIL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETEiNMINED N ACCORDANCE WITH N.O.S. 2017- C°3) MINIMUM MOE DISTANCE OF UAG SCREWS. INTO WOOD SHALL BE AS INDICATED I1 THIS DRAWING STORm ''... THE ABOVE SMIIEHTKNIED CODE AS PERY FOR K! � RESISTANCE PAS BEEN E & TESTING, VERIFIED C RETPORTS ACCORDANCE8• 568, 88••O7G SECTION 96-•T3D AND C,4) MINIMUM PENETRATION OF 'WOOD BUSHING SMALL BE. 35/r. 1/4" 0-20 9CRIEWS USED SHALL BE 1 1/2' LONG MINMWIM FIIM:5TRATION TESTING TAB: INC,. REPORTS #2632 & 12126 , AS PROTOCOLS TAS•-20k, TAS-202 AND TAS-203. SHOW STUCCO DOST, AND i" MINIMUM FOR WALLS WITH NO STU= AS WELL AS AMERICAN TEST L40 OF SOUTH FLORIDA REPORT #0219.01-09. AS PER TAS 201, TAS 202 AND C.5) INCASE THAT PRECAST STONE, OR CONCRETE PANELS, STUCCO, OR WOOD BOARDS BE FOUND 1 THE IDOSTI , . U>.S �.3 WALL, ANCHORS M WL DE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PMELS. Z ALL AIUMIRR/ DRRUSONS TO BE OD63-TB ALLOY AND TpTPER. (UNLESS OTHERWISE NOTED). SEE SHM7 2. ANCHORAGE SHALL 13E AS MENTIOWD IN C.1). C,2) & CA) 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 AHOY. (D) AN(NORS SHALL. BE INSTALLED FO VION G ALL OF THE RECOMMENDATIOIC AND SPECIFICATIONS OF THE RNCIOn MANUFACTURER. 4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY SIM ASTM A-653 GRADE 50 M1PA(4UIN, G-60 B. PANELS MAY ALSO BE INSTALLED HORMWALLY FOLLOWING INSTALLATION DETAILS 'SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL 6"W/FY- 5k$I (AFTER ROLLED). THROUGH 6) EXCEPT THAT MEADERI SHAM. MDT BE USED. 5, ALL SCAM TO BE STAINUEMSS STEEL 304 OR 316 AM BERES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER tS TO BE 41N 5DO18 1 5O NO MELD STRENGTH AND 90 1� TENSILE STRENGTH !k SH4yi,R. CgdPLY W/ F7�tIDA BULLDINO CODE ATTACHED TO I�TDRE PROPER ANCHIORAGE. THIS SFIiTTER SWILL Ot~�Y AiTI�tiED TO LOCH( OR WOOD FRAME SECTION 241 ,3.3.4 BUILDINGS. B. DOLTS TO BE ASTM A-307 OALVAP42M STEEL., OR AIM 3D4 SIRES 'STAINLESS STEEL, WITH 38 IW MINIMUM YIELD STRENGTH• To. EACH REGULAR ARM PANTS, YlfTH LENGTHS OVER W-8 TROUGH 12*-4", AS PER SECTIONS 6, $ 9 GIN 10 AND ALTERNATIVES $W, 9W tit IOW ON 94EETS & 6 & 12 RESFECTHt MY; SHALL HAVE A L€t31BI AND READILY VISIBLE MARKING IHSTRUG'Tk♦<' OWNER OR 7. ANCHORS TO WALL SHALL. BE AS FOLLOWS: T04ANT TO SECURE PANGS WITH APPLE REINFORCEMENT DURING PMOCS OF HURRICANE WARMING (A) r1 1XiS11NG eMME£D CONCRETE: ° 11. THE INSTALLATION CONTRACTOR IS TO SEALJC X ALL, SHUTTER EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH - 1Yee TAPOM AICHORS AS MANUFACTURED BY I.T.W. BUI DEX, INS, (Min, fo-3102 pa.!*) THE BUILDING TO PREVIINT WRdD/RAN INTRUSION. - 11-C M x 7/W CALK -IN ANCHORS. AS MANIWACiURED BY POWERS FASTENERS iNG. (ION. No=3000 p•e,H:) - 1/4.0 x 3, 4' SOLID -SET ANCHORS, As DISITOBUTED BY ALL. PONT SCREW. DOLT & SPECIALTY CD. 12. STORM PANEL INSTALLATION SHALL COMPLY W IM SPECS INDICATED IN THE DRqm PI•US ANT' BUILDING AIND ZONING REGULATIONS (Mfn. t`0-3000 P.S.T.) PROVIDED BY THE JURISDICTION WHERE PERMIT 8 APR" TO, ° - #i4-10 PANEII FEMALE D & PAN:ELNNV.x F1_,DS ANcHoRS. AS mkmwAcTum BY em oms7mxmN PRODUCTS. I& (a) THIS PRODUCT EVALUATION DOCUMENT (P40,) PREPARED BY THE EINGINNEER IS GENIC AIM DOES NOT PRI INFORMATION (MN. Poxx3350 P.e.L) FOR A SITE SPECIFIC PROJECT; Le. W"M THE SITE CONDITIONS LEMATE FROM TIE RED• - 1/4 0 CF TAP- RIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Yc-3wo p c,i) (b) CONTRACTOR TO BE RESPONSldLE FOR THE SELECTION. PURCHASE ARID INSTALLATION MN MNG LIFE SAFETY OF THIN PRODUCT Ai) MINIMUM DOMMENT OF TAPOCRI M0400S INTD POURED CONCRETE SHALL BE 1 3/4"; 2' FOR PANELMAIE FEMALE BASED ON THIS P.E.D. PRIDED PE/SHF DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THiS DOCUMENT. D AND PANEMALTE PLUS AND 1 1/4' FOR CF Ti P-GF4P ANCHORS. CONSTRUCTION SAFETY At SITE IS THE TORS RESPONSIBILITY. A.2) CALK-N & LLD-SEF AiOFIORS $HALL BE EMBEDDED 71W INTO THE POURED CON1CR`ETE'. NO EMBEDMENT Iwo PRODUCT EVALUATION OOCUMEHT WILL BE CONSIDERED INVALID IF MODIFIED, STUCCO 'SHALT. BE PERMITTED. 1/4',e-20 :SCREWS USED SIiAt1 BE 1 1/2- LONG MINIMUM SHOW STUCCO PDIIST, LET 1" MAMMAL FOR WALLS WITH NQ SiUL".I.IO. AND MAY DE WADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC Pii JM% SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER Oft ARCHITECT WHICH WILL BECOME THE BUT WITH WING Nvm ENGINEER OF RECORD (E.OR.) FOR THE PROJECT AND WHD WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E°D. ENGINEER OF RECORD. ACTING AS A OE EGA= ENGINEER TO TIE A,3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS LE FOUND ON THE P.E.D. QNGNEtOb SHALL SUBMIT TO THIS TATTER THE SITE SPECIFIC DRAI FOR RENEW. EXISTING WALL OR F'LO Ii'* ANCHORS SHALL TE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS MWRONE.D IN At) AND N A.2). (e) THIS RE-0. SI AiL BEAR THE LATE AND ORIGINAL SEAL AND SIGI4TUIRE OF THE PROFESSIONAL ENGINEER OF RECORD TEAT PREPARED IT. ' (D) TO ES(L57NO:� CTiiiK 'Rl(♦,LL.,�,�Tp[.�C- 14. SWUTrtl -- 'S LABEL SHALL BE LOCATED ON A READILY VI LOCATION AT 5'MRM ORS - 11C 0 TAPCDN ANCHAS MAAIIFNC AACTURED BY L T. W. BULDEX, M. PAIL SHUTTER IN ACCORDANCE WITH SECTION 1710A Z OF FLORIDA BUIDNG CODE ONE LABEL 1/4" e x 7/8' CMX-44 ANCHORS, AS MWXACnM BY POWERS FASTENERS INC. (MIN. f"c-1500 pa.T.) SHV.L PLAC ED OED FOR EERY OPENING_ LABELING To COMPLY WITH 1710.8.2 OF 1W -1/4"0 X 3/4" SDUJD-SET ANCHORS, AS DISFR`. iTiD RY ALL POW SCREW, BOLT & SPECIALTY CO.111 (MN. re-iBOD p.e.L) +Tt�tVAr. ...... SHALL ONLY BE USED TO - 114-10 PANG WOE FEMALE D AND PAPEa.MATE PLUS ANCFIDRS. AS MAHUJFAACG,TURED BY E.LCO CONSTRUCTIONpy P .• PRODUCTS (►9N. II PAL) � � V�� "• PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE ValoxcHy HMYFTamBe Zane - Ile 0 OF TAP -GRIP ANCHORS, AS MAAUFACT'LA BY TRU-'FAST CORPORATION E B.t) MINIMUM DOMMENT OF TAPCON ARCHDR% BDO PANFLMATTS AND CF TAP-GRP ANINTO THE CONCRETE T4' NO. 44 j **. - exta i� 2O GAGE CALVN STEEL STORK PANEL aewaa owl BLOCK UNIT SHALL. BE 11/4'.- 8.2) CALK-li M StKJO-SET ANCHORS. SHALL BE EMBEDDED 7/B° KID THE CONNCRETE BLOCK i 'T 140 EMsmME NT 4 �r. /� PwIry�, ,gtrym _ L E C 0 INC. SEC IO St S!RO INTO STUCCO SHALL BE PERMITTED. 1/4' 0-2D SCYEMM USED StHALL IE 1 1/2 LONG SFIOULD STUCCO A< 3314 15-021 4, s<v • aR H RNIOFE` I=BA W-7SY6e 1 4 (W)US-RP07 EXWr. AND 1' MINIMUM FOR WALLS WAIN NO STOUCCCI er.. HA8 H i pw Oak t= BwNoxt Ns #, ve, r raw w rarrxea r eVVFx A Uaa r ow n LY x - SHED i OF 28 A1,aeDa at 4'AItffi , CANGR£rE ANCHM at g� TS 6 TNIOrm 9) 5LL• -IPA ON SHW4 on 100"L l ,r YYys � (g€ SC+MaLI1r ar 8 1T4�lIOH e) � � 1 1 � 1 I 1 J I I I I I a j s � I 1 (*.BETE REOl1DED. nOPNCREtE IXLK:T;EfE AN2110RS �+Y.tJaTYtR ON " 5Hi!€!Ti 8 TtaiOtAp}f fQ t CEOh POURED E REOLN 1 mrt t { o t � � I t,D i i O Nh e T 12 1 ft' O.C. .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 CANGR£rE ANCHM at g� TS 6 TNIOrm 9) 5LL• -IPA ON SHW4 on 100"L l ,r YYys � (g€ SC+MaLI1r ar 8 1T4�lIOH e) � � 1 1 � 1 I 1 J I I I I I a j s � I 1 (*.BETE REOl1DED. nOPNCREtE IXLK:T;EfE AN2110RS �+Y.tJaTYtR ON " 5Hi!€!Ti 8 TtaiOtAp}f fQ t CEOh POURED E REOLN 1 mrt t { o t � � I t,D i i O Nh e T 12 1 ft' O.C. .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 IXLK:T;EfE AN2110RS �+Y.tJaTYtR ON " 5Hi!€!Ti 8 TtaiOtAp}f fQ t CEOh POURED E REOLN 1 mrt t { o t � � I t,D i i O Nh e T 12 1 ft' O.C. .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 .4a A1I1 A a'1.w.1,e7 �.e,I Ll + a "Gd AN SCHEDU w r ss,U 1fr .L1111T EE�i/1' tAC' r e 7 sm VIE e 12 I/e IDaNCRETE OR POOR CONCRETE BLOCK REWRETD. SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 SIX 5 t W IWItj COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1 j �'714E N10T%... • (COTAL WaCaTrD t5°1'IG' (TOTAL i6196' {'"'i• "� f T..',M43' ®•�9 iYI. 1IiCi(�1 n' " - II{'..,._.....i N _ 1STIRL t r_ t - fJ tLD3e` MAN. THICK HEMMED tom" 2. 7' OLWE to HEMMED S=!0 Y. EDGE ! $. EDGE �. 2.000' LOANED TYP. DINTAA, i 2.00D U• �. .. E0 GttAm 50 meaYOM DET11N. '. EDGE 1j 9-w NOON. I _ _ _ _ AA. A 48,$ I LfETAB. A 1 16,6' FL_ �L _.-__ _ ._._._.___----_ ._-_,__.,_.,_ 8.290' KM PANEL END STOW PANEL lffr 39 - 25n" .ifO` R 4 I .t2re" Ef ss rJ+•r,- ,iza'1D0' tT1tO0 ss. Sam 04 750 III 4116LE ♦ '10 AIQLF e 12 i/2 O.G. 12 1/r 0.0. 093` now I 2.12a" .093 - A 0. 75 _ 14' LSD,- J-w jv ISOir1ETRIC VIEWN ROUNDED CORNER HS ENDS OF PANNEVS JvX END LIP W/ PEMMED EDGE. kh � " � , IAMGLE lMiTN STUD (N*T4) ARSE STUD r GILL , L t/14 # 2/14 I.Z4t' 7!0P EDGE .374' .374' •Cos- ,3gn' OP PANIEL .1881•! jitD' _ .i5` i +�$1U10 MiETFDiO 12 1/27 Ot. 1,343' RA62' 1 r om FOR AONE79atF H .. *I,.des' t " K�IW�AS HER ® 'F' TRACK ANGLE 3/8" 'F- TRACK FLAT PLATED o.a36` (Eli)i' llill7-I STUD 6'ALYN021S1 STEEL .344'e 15' LOW 1 A63' I yy F'LORIDA BUILDING OWE (High VelociNW HalFticane Zone) 083• ""EL OF FAINeL ee * earns trasA Ham 20 GACE OALVAN171D STEEL STORM PANEL .rail' PLATED WIND NUT w KEY HOLE _x` Ci x = osjH2✓Ha ��T� pp��LLN�1L�� L4BAL PROTEI;TIOH PRODUCTS, U.C. CIS�LaC1ABia o - _ /� / s 1st • 1� E C O RID$'. 4eW SAT. 51 bT14 rFa t1A i 4H tiuvt FL FM- ( T 5�D21 UL,NA1twTLr,€ Natr A/ttvr 9P a," L%4i r a]!i ni ]b ,:, i ."R R ,'STY PEWNM:` ($54)6E'P-754a. FLY: MIJINUM ANGLE HWHS>LIIMF WIISNER W/ NY71 X*VL NP% a" . alw rt' 3 m-Irss. ua. J 7 SFr_ - or .. ,esir oew.ne r Lt4Wi@II6 ft • 7j'8"eav513w'k" - {5L'A1HON",T's r A aiNlsE AliE.t�>£. as " na a SHED 2 eF 2e SIE11. 0R P4faa11 P1AlED SiEel.), - # REGULA r..i i T1.i '1I..Rt .1 DwA'.. �Ls . Q, _ Mt A... _a.A N E%= • ► CkEE I 8 ►. i_ MI It i lF.Ci*i. �.:fi 1"Bt�l ..., VAID FOR ffM' UEE OL � Lit :. .� ks...- �I`� k'., _.._�;..1,�.,. ].�""'� �L_ irrlital - -- . pfam 9) r COSTING ,at # 7 DIES OR a • Q . //./: ■ �.a+ CASE SCALE 3/16-1- F 't 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 1 v tf4'Y x , DIM TARM0 1 m. rmI AtClralr ♦ ,! f - I- rue w rr To OLM&i AelDaRa x-xrx.,4k- ems a" were r1 �itp i - � .aee'r'o" 3+=-8tow arm i i/2" i . Hae+at nacre. ear n,cY 12 t ANC HOMj 1::1 aLLs i r as ,,•,...+-.. J .r ,wn .,. II __- _ I [#tpzc ,F VftM tilYHc,xu r 0H N Olt eats ! CI - �,;i �,yrIfa�XTr 9J77 1 ELOCK412"tr/ 'Y/4g a [1F�O.IC.,FUMEeN - t_i e' d` O,C.. ATrcI�tNATE BUILD N�IUT AIQUONGN 's �sTAL P AMC ANaMI SCHEDULE N >;nHoaxar e SEC7TENDi 4 D 8 3 s� ,3/t„1. SHEErs e a e) }�eI'1 id{KINTING _�D.I i.1 MLID [GUI IiOUNTING SCALE 3�'t" SS�N 5 & B SECTION 7 SCALE 3/9-1" SCALE 3/e-l- E.D. = EDGE DISTANCE (SEE SCHEDULE ON OF OCISTINGr NEW I' WIDE x VAMES x 1/e� E.D. = EDGE DISTANCE SHEETS 8 & 9) THICK ALUM. TUBE OR 1` x (SEE SCHEDULE ON EXISTING STUCCO/ P.T. WOOD PLATE SPACER I SHEETS 8 & 9) BAND iYaT'F 1YtTN f!NiMBLNATH®N CIF' SECTK}N,5ti '1' NEW T" WILE x VRIBES x 1/0" p AND FOR MMMM SON 'DF' CF'CiHILt . ALUM. TUBE OR I'" x VARIES TUCK' eT[ 84TTOM M(UUINTLFNGS CAN QE T, WOOD PLATE SPACER j TOP & BOTTOM ,MOUNTINGS CAN BE d � COMEINED iN ANY WAY TD SUtt ALYC c D TRACTRACKcorAw:ti COMBINED IN ANY WAY TO SUIT ANY,. ```�Vtll- INN y>: INSTALLAT3pN. iSTALLAMON. FIL OiIDA BUILDING CODE h Ye HM1rlcane Zone) sE�Eis a TtiRCxlpi Q) j Cw k 'Ileoxlta HLHaan AG^ GRt±E GAiY STEED 5TGRM PAiEi FAL I 4�X 4 _ er commm AHwuas � a.rrL as r. hm se l) .... stbiH3i'I'a �'. 1 112- Mir. �E BLOCK 63x1W SPAM N N' •'� 1E. ECOTNc. GLOBAL, PRO�N PRODUCT% I.I.C. r� a«e) 3 Max. ItE(xIRfD. Art s 4 €E5'3SWi 4 F AxrA r 4Ad. . ai 1txaA4 Ataoas PFWaI'�` Lea+DAD-'Sa44 FAY- Les4Daaa"8- 1 S-021 SCALE S/8� 1- ��,•, .. CRIt3'� . ar 4ttV wn-mar s ,arl,w a� wed xa '+ 0 Eff-ammigq+ ' IMiteA. A. iTr i w `" - _ 4 or al BOTTOM TR4CK+s A A^a TO M=QANOOD JWM WALL AND FLOOR MOUNTING INSTALjA1I0N FOR _ I SPLIT PANELS -..,. L%m taAM 4'4 N' � 1• 5 W. am 1' 5/1e i TDx'i31N xa. Faalxt a ownMI Hte N& 22 1/.v No rai Ie Olt Alt ED= 1( Y 31 ssA 4; or ox- Y T 1 I PANG. t/8•-O" 11� PIA. o NOD t/44 n 1 I M +ALA W.. _PIIER1FAL r4Qxq Nf UON 1 fovea--m a 1 T O s s aA Y 5 (hw TOP f 1 I T SOME 1/4'-1' QUAL 2 am or 1 1 (ft 00) tt��a a I N I AYSaWON SCHEDULE u .I III-s Mnx. INwntN REWIRED Mi� s ( I SPAN (FL) ' TUBE MULUDIN cmowvt Room JA I► 1 x a SFIM 8 A: e) _ 4 4,-6• 2` ;i x tJ8' T Lim; 1 I PA1�. -a' NASA. PArIFT. 9 4`-6" TO W-6` I f O , -'&* VAL IM1NC //jy ai40 vim. -Y20 WxH, 2' x 5` z *DIIIII Imom RS > 5`-6• TO fi -10' x e x 1 4' of SIM e A 2) '" -- � 9iLL"0 44 R 3. A 4 > 6'-1y0, 10 V-Q'2' x 6' x F/B• -. +% pOR t, .PR�F'SSURE RA*1G �m SECT I i •� TI�1BE 3SNT}ilM a $L B4GK SCALE 3/8-1' HOTS: MULLION CAN ALSD BE INSTALLED W/O Si13itlA PANELS ON TOP OR BOTTOM SO THAT IT 6 LOOM AT TOP OR BOTTOM OF OPENING. _ (ow PAD, Opew* W/ TUBE TOP a BOTTOu) f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 f T 4 CC y ••4 C Ir NO- 44187-"i FLOR�DAy BUILDING CODE (High Ve1a HU1ri, one zone) FA 02M aI Arc,. -. 20 GAGE GALVANIZED STEEL STORM PANEL on" a ft 0/a/15 �t� ILIE O inc GLOBAL PROTECTIONPRODUCfSa Ur. e9a 4Rl� SLR yi 911RAU plows aH 00e8'ANF mwL III,=14 15-021 L A ax. JBA 1a1iA1 exeiiw R fl1011L (984)aB!-Ia4i. PAL: (904)eee-t1e7 m i,Nfi1/. AY nFr9 ,DT-kP, Dena vim, M NIA•, r t1t�B mom ftEs-808FTY0 si ,,.mfa • r ail i 4F 'RBI CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 CASE C (ELMD SCAF.E 3/16-t' vww mom wmt at tr r rwa C-49 D SCALE 3/16-L1 rum Fes. n OANIYi2 t DIM- x Z W= now a: ,,L ate. ao Rmw S tiI CAS E (BLAN) SCALE 3j16-e1" FWRIDA BUILDING CODE (High Velocity Hu cons Zane) 02016 Amm A 20 GAGE QkVAi STEEL STORM PANEL ow4 ttm GLOM PROTECTION PRODtlCTS, IJ.0 t>elta/1a IL ECOIN, 46C0 SA6 ar 9tNCL!' MAJT 7107M d 9AVMZ0ftF#& ~ANY OW FL 3M14 T5-QZf ` + a� ax, i aaS tnafx, R kttaH pillow (2")11 1NIat6. FAA: (e54 = Wtx4 m-Yea, . aa" i , SPY-lSit �,� Ha - !B-OOOeTi9 ,nc ► eraw,r � i r ad.� -- r 014001 A AO6 P.E t ; t - am a (F :6 Alaw t a - MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 MLAXImU L AL c TE I►F:jIGN PRESS RE RATING ( s f) AND CORRES-BONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAI.OM ONLY FOR - & INSTILLATIONS;S AS PER SEC1 THEW10. ON SHEETS 4. 5 & 6) . SEPARAZIM • BUi W W/ Ij4Y-26A' SS, M °r. A NOW AT OCA7eAP 3 1MIERM OF (WIEL MAXIMUM DESIGN P ING ANTI C DIN M XC A CHO SPACING SCHEDULE FOR REGULAR STORM PANELS � &E 0 DISTAL TLA IONS ItITO EXISTING CONC�E &e CONCRETBLOCK STRUCTURES (EDITED ONLY FOR PANELS 10* @ LNSTN.UATI m As PER swrom I THRU 7. ON SHEETS Ouam \ . V y Vekoot H1iUlt�inoTHe Z'4Hte '�^ .,E H h FLORIDABDA BUILDING ) T F'UgR 1Y owls a 2O GA1 Y $TEEN STaabl PAl1E3 VAL wrwr eF P4O.441 fi7 * 1 GLOBAL PROTECTION PRODUCTS, LLC. "O� - 1 L E C O INS;. rwr, III tA>� 40,II F at 014- GN � -Art w DIN rwHwN RAtArt1 itlD A (GU)M-aa4a. mw (a�s4kx-8xer 18-421 'F S * Via., r FaaW aFr.eCe . €,xr+ p� of -silt s A. aorw.i - r saw a,st aR41OiO Hx .s..= r A. FNrrHrrtV `'Am-o ae7r ttra _ FPL•TCMS. FOR WA MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 MAxeHRI ASD. Max" L R. TEIICiN MeaLAH,� PAIL. � � aF TIf1t. DRESS. -ETA --. 7`-4.` (At MESS 2 1/4' �� 1 THUD 3AK T +8a_x} =72.n iY-b Tb 6'-°e'° Mm� --.. 2 3/4` ie9$OLT10D 1 TtxILU 6 t ? {66D; -23,EN s$�' lT} 11'•.2' Mmt* R ,/2' * t�10A1 --_e.. +438` -46,0 12'-4" OR LESS 3 NAY' x �� 8. 8 �h i0 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 MADNtW1Ir hSQ MAY2MiAN ANCHORS K7M. INR E.O. - 3 Aft"" APIHIDCA79� 7D T Cr P/�L'LMEIE t'NffAi.E f8 P� PLUS TLLC1lO14S # Nc MAXiFJhN PAEt., DESIGN ANa cx0lerwTlDaN LEANER! 1' (ft) - To � TO tit � Ta 1�.9etc m DCIlIL11<:TE OF 1H�M TATMNO (I�+-r�, 8• �,A MIA N/A °` H t gyp} s• a• WA N/A 6` t 6' WA !1/A - HHIA d N/A 5 N/A e" N/A 2 (TOP) H/A N/A Hjh 8' HIJA 3' WA S' WI/A 2,(Li} - ,3, u72D B N/A. NIA N/A 6` NjA 6' WA 4' H?JA^ 3 Nt 4 (TD¢) 7•"-S' tWk tESS OR LESS 6' 6' ' MIA -- N/A 8a 6. - 6" 6" _ Ny � s 8' NIA NIA NjA 6" NJA � MIA NI" NIA 7 (T� N/A NIA N/A f2 1%2" $ 1J4". 1z t/2' d tJ4" 6 tJ4• a if4' 6 1/4` B tJ4 a (�P�) J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 J7F ._ - ---- - 8a16�I15 1;2 a 1T FCR NHpFgIS Try k � 112I 115R1tL 1NiD YfiM36 HTtMAi 10l.DeNO. MMM1M A1HcR SPALLMR� AND IRla10UYl d>� tXSTAlO.'E A0E � ON °9N �ySCNrrxP FOR TeIA tU�B - OY TOLTWLYFA *�AN;FHB SHOWN fNN 3FA1FDXILE BY PO�HE, SPACING COMM U1NN6 Pik SHALANCHOR L tH�' � I.FSS 1FHN1 M14ARLA �ANJli9 eaLCJdFJ1 FOR EACH ANdHOR ttPE AT aV4GB01S tl _ � 1J4".. t/4 i tf4'at I/4'A t/4'i iJ# i W'04N Ix MAP-O!r flMM-it a`� a a s t1 3 HL1. aBVaawo a /s � Del 3 s 3 s1 rA� mwrr DID 3 s ! . �aAW Cxtas4t Baca at) d 3 a lit - AC51fN. F.IL 1SPt6F,� FAI.91Xf - ! , ,- � tm 1so - 1so DINT r tAO ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 ELEVATION 1 j4, 2/4, 3/4, 4/4, 5j5, 7/5, 1 wt10, 2w/ 1 o, avr/1 a. 4w/1 o, s j5 5w/io, 6w/1 i a� 7w/1 i MAX ANClM7iiZw FOR CONCRETE SF>= 5CLNEDtA_E ON 9#EIS 6 DIG 9 3" MrVa MN, FOR WLX1D SEE. b'k4,`M1tlF16 iX4 SHEETS 10 Nk 11 O O CI APPIUCpBiL') a � I I V� I I I I I I ('SEE M•SE�L'Tlbhi�FS M-TfT:)r ` ij30, zw/ie, 3w/10, �.wjto, 5iV/To, swji i dL 7wji i AHX;4ipR5: FOR CONCRETE: SEE SCHEDULE ONI SFE!<NS LH & 4 X}R 1NOfD � �cTiorls ON SHEETS id k it ST+CIRM PANELS °� N,r�$. GAP "gAaa 1a r r Y5 H- pA� ax r I I a 4i Kali EYsI � itHroO.AP. � t � t a`1 r a 5 tX' 1," LIAX j 1 6OF 12 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 a FAL 5ECT� A -A �: • V•LD"SF •''x 20 GAQE GALVANIZED STEED sTDRi1 PANE comm BY. N.T � Q• w 9d/t2ft'd �=-, E �:O e1DIc. GLOBAL PROTECTION PRODLK.`TSa I.I.C. o» 4eoo a1Y. 51 x LW:iIE, n- 333t4 15-021 -` - 4-16to"IM."Tocxx�p�.a:wsema'st�ke0-aaaa.FAA:Nit7 a t7mq R7^!-qpf ems'. x, MO�ww r I Sae r rarlo� Yne �� ?�z Ie 9tLLtCN k fltfT' i HNN!!Iq mu- . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 . k '�a4 I i as I � e Ttf47H-taxi' � Is.1t 80LT51F 1 Irt€i " u-� � HaUT a PACK a i�AF' t i �j B ARM REQUIRM QJREa O _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. N/A 8' WA 6` N/A N/A NIA 2 ) 8' N/A WA N/A 8' N/A 5" NfA 8' N/A WA N/A 2 (HiD7T171A} 9a.5, -72A 8• N/A N/A N/A $` N/A (T` N/A 81 N/A N/A NJA 3 8 4 (RIP) >7'-S*' TO 8'-`a` OR LESS � 4" ttJA !(/A 6' 6' B" N/A N/A 3 (TiDTTOM) 8' NJA N/A N/A 8' N/A 6` N/A 8` N/A N/A N/A 7 (FOP) 6` 4' N/A N/A 6' O` 6' 6" 6` 8` N/A NfA 4 A T (BOTTOM} N/A Nj0. ' 12 1/2" 8 1.f4' -.72 1/2' 6 1/4` a 1/4' 8 1%4` $ ij#' 8 1J4` WA N/A 5 (iOP/NDTTDM} 50D, m N/A .NJA 12 lJT' 8 tf4` 12 iJ2' 8 if}' 6 1f4' 6 T/4' B 1%4" 8 1/4' N/A N/A 8 (IOPj80TiT)M). -�8` To 77'-2• 55D, -72D NIA N/A $ 1/# N/A 6 tj4` N/A 8 tf4` 6 1/4' 6 Tj4' 8 1/4` NIA N/A 6 (TU)Pf80TiT)Y) -8' TO 11'-2' N/A - W/A N/A N/A N/A N/A WA N/A 8 tj4' 6 t/4' 6 Ij#" 6 1/4' 8, 9, 10 ) 43,8. - 6' 4` N/A N/A N/A N/A N/A N/A f2'-4" OR LOS DR LESS - Bx- 4" N/A W/k N/A N/A ' NJA 8" 6 TJ4` 8 (BOTTOM) IN/A OVA NIA NJA N/A N/A N/A NN/A 8 1/4' B 1/4` 6 I/4' 8 //4' 10 (BOTT(M) III SWIMS srLEaTs 10. 4! AM 52 PL7R NP�k�N5 TYPE 3 SpAl.WNG LFA WOW FRAME FtawE 64laWN0. HtMYAAF AtiLT$gT SPACkNO: AD Itit#iF1Ai ©AG[ Oi6TANTLF ME aXR 11p3 9rLsmtLE. F# U'..D. tR38 THWNN hi 9IYHFDIL.E RELOkE A4ILIOR fOWONB 6F =.-"'!'�Lv.ta SPKlIC BFHOrM ON 6: T€NE; 1';]LIGIILHO F7GTOR4. RTIt TM1.5 ppFASi10N 70 BE P05'dO[� AIL1NFiD SP/C81C ObTA4+!A It8Ni9 FM. CR SHAUL NOT E tE'SS THAN 1$ABeN HOrWiNO YbICA'l1O7 FOR GAIQI ANCFHOR 'nT[ AF ANtl101R8 Imo. 1Y4tXI0R TYPE 1/#"s i/4's i/4'i t 4't 1f#"a .7J4'• ° gp1,1AH CF' TIP• .ILF i, GIX11 9ONNG-SEC ae,. dILYHOR apaL�p (M,) 3 3 a a 4 1/2 3 4d cenatNa NHL) 3 3 3 a 3 3 1ft Sri tYfaxa4r BNic jA.D..., 3 3 3 1U x 3 1/2 4 3 t/2 ACItWL EA {B10E t1Gi9NCQ FACTOR . Y t.Wa teo - Aso Uki - 3 �O O I� Q V LLJ Q Z Z Q J SHEET N0. SH 1.1 _ t rj_ j4 �-ztDx3j4• s.s. IKX.r w1 a{Ns xas�s2• wn4c Barr Nx,A. a Iz a/s .� li CONCRETE aANCHQNLS I ANCHORS SWUM sTAgcETtFA W/ Gnu � a,� GIN l�E �"->• ON I sHEEr s) >LHar 9) 0R 1X OR . IwI,DIiNTINO �I�M AND WALL- 1�OiINTING LMCT6� F I I°ITl4l1 II SECTION B SECTION 9 - 'I SCALE 3/8-1' -SCALE 3/8-1- OF E.D. -EDGE E NITDTE FAR cDMBLNATIS)H-� (SEE S(NHET:HUI.E ON ILIA & E#D1TOM MOUNTINGS CAN BE SHIN S) I (GL7iRBIN1=D IN ANY WAY TO SUIT ANY INSTALLATION. FOR MWATM INDICOM mom somm ME awm zo OAS law YKFIMV .4 minam S V N/A �,4� FOR CONCRETE SEE SCFlEDIIJe ON SHEET 9 fOTN WOOD SEE DNS ON ;DIET 72 3' Max. 2.6E � F-D31. �WnttE 1� 1' (I .g iUt i• L•1.0�DA �l1LDINt", CODE Cn 4-0 Z. Lu mi MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) A i) CORRESPt7NDING MAXIMUM ANCHOR SPACING SCHEDULE .FOR REGULAR STORM PANELS �_FOR &_ INSTALLATIONS INTO ,��'ISTING CONCRETE &CONCRETE BLOCK STRUCTLIRI:S (VALID #+I.y` PAtNEL5�I,IL QIH TiI.rATIQP7S AS PER SIECiP6FT5 T TTHRtI iCti ON 9NIETS 4, 5 & 6) 1 FaaNAA 1� r a •. FL1lRiDA BU1£DRNG CODE (NI h VeiD(�+,R Hu *and ZeTM� " oamxa Tr.Tllar; aen 2Q � GtY.VAlW121"D STEEL �i PANEL x _ .44E � • �ks GLOBAL PROTECTION PRODUCTS, U.C. �`�,'� . (� 400e SO. 61 iIiB7 �ta� Y�� IPaM anAYet R NeNI D144JeM-Ta'Ii ta0h {'D�Y�77lttA 1.9�1dE1 ".v�F�+h" Orr , pq 17,•,®. #x r dtrYA 1tFY..1MF OwrNE10 xaY ar✓4rN Lai - A 5 .., -'ly IIHLRRI-A n ,. ♦ - ". _ L11�.1 9 arm ' - ft1a:WDUN ALICP#OTC4'SFYrWID_ HTAi ER . s 1Jx M - A 04 7DHPCOM Cf t1hP-III CaLHTr•N LMPQLWHTE FTeIVLY IH -- I'N8Wi6 1"LLF3 BRIO 9FJ f � MA1i Lam: Pew _ ANY f9>I�eN7.N Ll9H0TlH i* (TUT W0IN9 4X}HNYMJE (]ONiYiEIE 1kH C<'aW�'!E OOM� iSH L'OIOCtEIE CQHIDFETK 1D CQINL&IQ CpICAF� .NE 7T3. (DC7Np1E±E dONakTE 71H IXJFf( O� OF TM31 (P,i,T•) NitO(LI anal 9ear3L Hxotx ILDCK - 6' N/A N/A N/A 6' N/A 6" N/A 6" N/A WA NjA 1 iRflp) 6" I 4" N/A N/A 8' 0' B' 8` 6" HI` N/A NJA i (B01TOM) 8' N/A N/A N/A 8' '. 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