|
I , I I I I ___ I I I I I I I
<br />/T- . --------\
<br />- 1 Eco ,Nc\
<br />i L
<br />-1, ____�,
<br />TILLIT TE19TING A EFMWERM f
<br />__ - _____ - __
<br />liik�iii�ik_k 7ILLA JR., P.E.. ,,.tit sit',z'Irn
<br />r.,,� ,, '-,
<br />?LC A L.64F, wftlll.�
<br />PRODUCT EVAL1JAM_N_ft_PQR]T
<br />REPORT NO.: 26-0728.011
<br />DATE: hi y 28.2020
<br />PRODUCT CATEGORY: Shlittef3
<br />PRODUCT SUB -CATEGORY: Stann Pan,,,ft;
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection PrWucts LLC-
<br />4800 S.W. 51 Street
<br />Oavim, Flor-da33?'14
<br />1_PMWQ5E OF EVAL ATION;
<br />This is a Product Evaluation Report 1E.Sued by Walter A. Tillit, Jr.. P.E. (Syste., I
<br />'
<br />10 # 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />6 1 G20-3, Method 1 0 of the Florida Department of Business and
<br />Professional Regulation -
<br />This prodlurl iq t>elng Issued an Evaluation Report as described herein, and het,
<br />been verified for compliance In accordance with the 2D20 Seventh Edition of the
<br />FloridiN Building Code, ane to verify that the prodvct Is for the purpose Intended
<br />at loss[ equivalent to that mquirod by the Code.
<br />Thi.,� Prindtirt Evaluistion Report shall bEi subject to review and revision in case of
<br />a Suf1durio C.(Af? CY,,inqc- thni may affe,-cl Its limitations and conditioris
<br />2..EY1DLK_E4UBNMED;
<br />2.1. PROPLICT-EYALUATION DOCUMENT (R".I:
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 ot 26 prepared by Tilteco, Inc : signed and scaled by Walter A.
<br />Tiilit, Jr., P.E.; dated 07i2812020. This drawing is an integral part oArI
<br />Evalug5on Report. . L,Lo, (IFF"01,
<br />'00 , ii- A - T/� 4 %,
<br />, ,X J1
<br />.0 11�� . ..... I.. /
<br />- - ,44 .. .** ,,, .)�%
<br />-
<br />.1 - - - _,�4 sms ..--!.��%
<br />---,*-,-W--- 7`F _�.-.* V e .. 1.
<br />,
<br />.1 I - 1. f *; .I'- No. 44167 'i
<br />. 0�;�?A_11 - * :*
<br />_____'��, ;k-*. �_. -.*
<br />I
<br />.
<br />I *1 " I I
<br />I'. A ,9:..
<br />.. 0 I, '�Pml�. ,'4�,
<br />� �
<br />,
<br />Ile" .,. -
<br />Nk ` , I
<br />I
<br />6.155 N.W. 36th Street. Suite 305, Miami, Florida 13166 - Phune: (305) $71-1530 - Q11*1A -,
<br />PR_P_D_VCLKVALLUA11
<br />2.9. TF$T REPORT$:
<br />Large rnisi;Tle nipaci and fatigue load tests were performed under Protocols TAS
<br />�
<br />201, 203 as per section 1626 of i1he Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol Test reports prepared by Hurricane Engineering &
<br />Testing. Inc., Reports N 96-560 dated OB/0911996, #96-570 dated 0911811996.
<br />"q6-T30 dated 0912011996, all three signed and sealed by Hoctor M. Medina,
<br />P.L., Feneostration Testing Laboratory, Inc. reports * 2032 dated 04116;1998 and
<br />0 21126 dCiI 10105111998 witnessed by Gilben Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada.
<br />P E. and Henry Hattem, P.E.
<br />Tensile t@st r"rt No. DCM-197 by QC MetalilvIrgii;al, iriv . dat,,d klarc,h 13, 20FD9,
<br />signed and sealed by Frank Grate, P.E
<br />2.3-3TRUCTURAL ENGINEERING CALCULATIQNS;
<br />On 20 Gage Galvanized Steel Storrn Prilrim tor waximurn parial length Va. design
<br />wind lead, as well as maxanurn anchor spactm, ��,s I�Jesjqn LLInd load and pans;
<br />V
<br />length based on rational and comparative analysis, ,ind :r, accordance with
<br />soction 161 6 (Alive Florida Building Code Calculations prispar-ed by Tilteco, liw�
<br />dated 11103108 and ON12115 ,;i�jned arid seeW by Walter A. TiNt, Jr., P E,
<br />3. MISSILE IMPACT-REMI T"N -E.
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. MNID LOADS RESI$TA
<br />- � - N_C.F_.
<br />20 Gage Gaivanized Steel Storm Panel has been verified to sustain wind
<br />pnessures. Maximum :)Iinal IeNth shall boas Inclicated on sheets 8,10, 14,15,
<br />16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.O.). drawing No.
<br />20-176. Maximum Anchur Spacing shall be as lind"Ied on sheets 8, 9, 10, I 1,
<br />14. 15.17, 18,19. 20 25 arld 20 of 26, of Product Evaluation Documnt (P E. D.),
<br />drawmU No. 20-176.
<br />5. INSTALLATION,
<br />Installattun shall be performed strictly in accord ince with details indicated an
<br />shee%3thru7.10thru2O,23,24anLi26of26,OfProdut.AEv,41ubii�in N.cun,ent
<br />(P.E.D.), drawing No, 20AIIIII, Minimum separation to glass shall be as
<br />Indicated on sheets 8. 14, 'IF, 25 �ind 26 of 26 clf Prod,ict Evaluation Document
<br />(P.E.D.), drawing No. 20-176,
<br />040%W10111111",
<br />L lik tk 1-144 ""',
<br />, "Y ......... o' ,,,
<br />A . . . I/ W,
<br />, :P `P
<br />Ay . . ` , -
<br />ir _.. \\�,ENS
<br />_ - , e ..... I
<br />I _:�t . %
<br />V-81! -1 -- , -No. 44167
<br />-3;/7':o� - * .; At
<br />,/ ,,, I * TATE Of .: Q-'
<br />4 - §��_- ,
<br />tv - ,
<br />W,-,' ' - ,r i3b, - (��,i
<br />�
<br />_ 0�, - itow - - ,# I
<br />,,,, 6- I. 0 iiO
<br />"'Y ,� sF
<br />"
<br />� sinllj��_`� ,,
<br />I--- -
<br />GENERAL NCITESF:
<br />___._ --- -_ -_ --.-,
<br />93) IN CA3E THAT PRECAST ST(W. CA PIRIECAS- LQNCRVE PAWS S-UCC- I- KWWI V,"Cl -1 ;I',-,- QFM 'HE
<br />CY" me 21L MINLOMMMNLJMDL-Mmi%"=
<br />C(ISTING SIALL AtIC"DIFIS SHII,11 BE LONG EWN.G-0 TO REACH 44 MAIN SVFr.KT1JW TV-41 1"?t P,NNJCJS
<br />. STOMP PANEL 1"-N^ ON TI FIFOXICT (VALUAWN DOCUMIEXI M[o) HFI5 KEN WNI'rff, (OR r(ININIAtki -0
<br />AVD40WA SKF,IjL BE AS MENMY*CL ,1IF LILI) ANQ IN 02)
<br />ALCOPD�,E IV14 'ME 2WO 111,, F�,',�'�J ,4 7,1( FLOPICA IWILDING Cone
<br />(C) M-Cilmiu&-tam WL.V1C&x_AAM:�;._ - 0.35 ul
<br />'R
<br />CrSeT"O ,I)I_� 11 W NTI.I.111t, AS PCO SErTFFD4 162100F ISE WOW AAWPCIVEC LCICt.
<br />- 1/4-0 WcON ANCHORs. AS WhurRe-TURED W I I A 8L% Dro, -W�
<br />,V* WIND V10 A,% REMNLO-0 III INC JCAVS=nOk WIFIENE t"M %FF,FI *%I Or W�;A,tf`Zl Jih,,�
<br />- #14-10 POJ41UAMTE FEMALf. M Ahl ILAFFIMMAIT PLUS AN010FtS -5 .I�IURII , C11" `rNSIPLICTION FFIFIOF
<br />I�,N A rl4iC1KNQkJTV rACIDIR Xil�Oft "NO AWE 7-16 00 SHALL NQY tXCFTC Of tit,N I � A.I 0;
<br />- 1/4 . LAC SCOCITs PER 4 0, S
<br />"A5,Gk PIW0,11FICE NXIIFF 00CArED ON SHILEIS 7 IHRU 11 14, *, 16, Ili A, 70
<br />- 7/10'. , 1,/0' MC0.1 RUS�IiW Af MtPaVlft gy ALL VCRI,,i Sr.w,w D��T 4 %%L�ri CFO
<br />' C
<br />� IF DOW 10 Werf 114 ADM CONDITION. LFLI�Tt r4W,14 ~ LUFFD' DICIFFIVINIff'I PtP kSCE 1-$0
<br />C '; UNK-M CINFCA�E' `LINCI WiIl WOW Of TAKM :HGFIF�, �FFI (IF 1 1/2w AND V " Elm PANCLIFATI 4..�, 1
<br />: 54ALL at FIRSTRIDDUCED TO ASD OCSICN WW tOKITS it" W�I%RtYCNC :,ON FIN 04 IN URVEA to
<br />041 PM,Fk-f 111CMALIF ,P
<br />I COMPARE NESA W/ 6" t4110) f,*rU.-,N -ES�Uff RILIWA IXW.AIEC ON SHF) VS I I)NIC0 14 10, 15, Ilk 11 A 20
<br />1
<br />�
<br />.:� VONIFI �-WAVII!l lICNETRAFFON Or LAO SCREW. *V0 H,i 0XIC, iYFAM( .90 Sllk� M - 1/1" 40 "EADO
<br />IN OPM04 TO IRCRIFY THAT AMCtFCft (N THIS 0 I 0 AS 10TIVI , IFFEWL WJ; ,NR N FRIS" U, A SYS INCM1A!M 0 XLQWAKI
<br />"" "
<br />c5s OR MIND LOADS IFFAS NQL USED IN INFloft AWLv%S rASCENERS LpAow. ,c *Fpx�_ .IA5 pCF-, ,,w�PuRn LN
<br />9VWU,&TV.1N "In '.TIPr,.Q , , ', ""
<br />P'ft. OF. CON11110" As PAP � tttl�- ,1:� ,ilitwl', PENICTRAITOM
<br />,Fc�CIWANCI VAIN N.Os� 20TIL
<br />I
<br />C') MPMAOU I`CFQE 17715TWE Or LAO SCREM, 1411i WOW SHALL BE AS INORrATED it, 1-It 3hA*,,,
<br />�
<br />STORM �FLFFQ.Lt, IFLIJ,.All FUN IFIFILIM4 AND ~, RESISTANCE 03 SUN VCWKr, IN ACCORDAINCE WT-- -f t,-, A:t Of
<br />T14E ABOVE MUOPOWD CM Al PIP NtOW�xV tW,lh(DNNG & TESTING PK RERDIRIS 96-50. 96-�7Q & 96 YSQ W
<br />� 4) M~JV PIDICNIATION OF ill= WJSP04 SHALL RE VA 1/4* 9-2111 SCIW" USED SNAIL OF I I /2* �, WN v, ,
<br />, ,, -201.
<br />FMMWMN TESTING VS INC REPORITS J45� , #Ili* AS PROT"S TAS 745-2W AND TAI
<br />S.IQUILD s7UCFCO cop. Am I* wawm COP WAI M". "a STIJCW
<br />AS WELL AS AMERICAN TEST LAO Or SW7H FILCACA PIP )FIT OVJ719 31 09 A!, P(.K TAS 201. TAS 207 AND
<br />I
<br />I TAS ?03 SIANDININD&
<br />IF M CASf IHL1 OKCAW STOK, OR PlNEC" COMDRrTT PANIL,�, sI14C,0 ON KIM, BYWITS BE F6*0) ON THE EXISfe',
<br />� L A.,1111AMUM C"RtrS*d TO K 0011I AUCY AMID TEMPEA IvkLLS.s II!Htow:.4 H.�qo� sCI ICHIT7 2
<br />IIMFFI ANCHORS SHALL OF LONG ENOUGH TO REACH IHE MANN '31PNIC11111fir eI WrII PAWLS
<br />AM�HCAAGI SHAC� IF -5 MLWMW IN C 4). C 2) J, C 4)
<br />1 ALL NLIJIMINUM SWT WCTN u1bro AT CLO%41E5 -J4ALL WINE )105-Hl* ALLO,
<br />�
<br />(U) W-?�, SHIA, �r! IFFS"011 F0,A)UM1,1. 14, Oi PHIC REM&NWhOATIO.S 0 SPCCP,'CAT'�� "; "'C. ANcNo*S MmureCTILFREP
<br />I
<br />A ALL �TIELL WW 1,10AL F,,4I[t1, SHAL 0AF0( STRILICYLINAL QUALITY STEEL ASTM A-05.s I;AA1.1. �. 44VU4 C -80
<br />Q,`NU,CANRzEO, jqli� nisioNIDITM w,rv-'%s IF - (AFTER ROLLED)
<br />6 PANIEL -, VAY M-30 491 INSTALLM W.PPLIGNIAL.1 10,�% N', Ns7AL,AT*N DVA" SHOWN ON SMnQN 1, r,R0--l�, 10 !14CM I
<br />.
<br />1.111OUGH 6) &XUPT 'MI HEADERD (1: & Q) 9 L4LL W,1 81 - `0 "
<br />5 ALL SMINS TO BE STAINLESS SIM 3U4 ON Pe AlSt SLAV �* F�APUIAIIN RESIISTANTIC COWED 0,411ION 57LU �, PER
<br />Oi-,Wla
<br />, W. MID "AMIN AM K Illn TENSILE SIALK14 6, VViLt C�OMF W/ FtOMOA IRAD" COCj
<br />11 I' '�OLI N THE WSPOkSOLMY OF TPIE COWIFFACIOR 10 VMF'Y Tit SI ,,, ' -� ,Cl,��Ilw 0 RE SMILITTER is TO BE
<br />"
<br />!,/,So
<br />14.. �. �. 14
<br />" ,.� ,I. L ..
<br />ArWIFt'r, TV wFirt �"Ffl ANCNORI �Pi WJM SHALL ONY fif ArTA(Att� U ., %. � 1, Uk leom fRANq I
<br />VFF1FI I
<br />0 SOLIS f�l 1 � , �'. " t, ,:rl OP At%N 300 +ATIFFI,, VAJIFIFFEEI SIM. W" .$6 ., ISHMAl "EUD
<br />;4�
<br />SIRF �
<br />iO EACH RECLIFLAIR STORM PANILL IFT111- LW.H' rh4A A .P 114COUrm 12' 4", AS PER SECIOVI 1, I � A , 111V AL'T'"TNES ON.
<br />I AreCTIM to NA" SAN,L Fc.,
<br />" & 300 04 $1,41111is .. 6 * 12 FLLSPI,�Im,, !..., -VI. k LCOftE AND RE*010 A50OU V4F,PIrd t 11� I' T110 r�*P LIP
<br />'ro
<br />�
<br />N, A,
<br />TENART SECURE PANELS WITH APPLICABLE REINF(ACELIN41 CIIA01OU PEAMS OF NARRITCANE III
<br />� � � , � JLNSTM ?WRW,SWKKX
<br />I I COWRIFFICkIP t% TO SCAL/CoMAX ALL 94j,j4 CiA&F,UFF"r EDGCS WHICH REM00i IN ,'T�, - ". � ,- i I
<br />,, I ' 't TAPCDN A"61ORS AS MANIA, ACTIOU IIN 0 T ft 11N,,oLI,It,A, 04( �MII � I L � ! I I,' I
<br />;-1 ;��i&IAUUk
<br />7 -E UIXINIL ir " I't NY MMILF IRAN MIRUWN
<br />- 1�4 � 0 . '�lb 1.11 - IN Q4, -Ow�. .5 K~ACIURfr By DIOKLT IMIC (10% I'yJM 0 9.)
<br />I - 1(/.'* I -�' ��,C -f PNF,I� A' INSTOM)ILi) ITY ALL P~ SCRIIII, QOKt & SPI"AAN", ,I
<br />12 STORM PANo'llf"AII I�L L'IMP"', .,"4 '31(1. ,No1CA;EFI IN - A*VJI. 6-� JS N� BUILDING AMU ZCW41%1; lli�ILAIV
<br />1 P!/4'
<br />3000 P.- i
<br />FORINFIXG By 16 JLAISO"OM INI ':�RNII '� M-P-LO TO
<br />- INN,
<br />14-10, PIAMELAV.3 ft"* a) 4 PANFLMAI "i n AWHOPS. IS MANIX.CrUFFIFIED a, ELCO CON51k:K 1� -1 �,,,, 7.
<br />11 (6) TM PROOLICT EVAL(ATION OOCVW!0 JV I r- � OKOAKC- fr� TPtl', (10, I ,!, 411(hir. AMD OCCII, him INICAWE ,ftIONMI,?I' I.
<br />1;.33% V..)
<br />U.31P A SITE SPCCC�X PROJECT. , 9 WHERE tit SITE COFODYTIFAw� III I R-1 ! Ai P I J
<br />,(VMM
<br />I 'Will C TAP-0111P AMCWJRS, AS MN1UFNC1L,ftf� 61 '�� .- 1*-.N 136CO &�)
<br />,,, ;0NIFFIAC7011 TO BE RESPON%W FOR INC SELECTION, MW.-V ANT, w�'.a A .w W�UCII tirf SOFFIT OF III15 L" I
<br />k)) WOOMM OFFIXEDMENI OF 7�oh AFIC400M ftT,', PC AFE, t,, at�t �� BE - ,V41' 2' FOR P.W.NAW FIVA ;
<br />1AMED ON THIS P(D� PROVIDED 1CJSHE DOES NOT "%"Tr rRnk -, �� n1D,TKPh% D17TARETIF ON t4l*� 0MVIPE41 ,
<br />Q Afte PARICIARLIE PILUS AND I t/4' MR CF TAF-IRW W'
<br />tOOSYRFLACTOk SAFETY AT SITT r, THE CONTRWOF IRESP,)%%S.i"
<br />FIJ) CA" -IN h S060-SET, ANCHORS SHA- Of (WILIX-A.1, ?/FI' N!'. '�' �-.411!�, ,C-KRM NO EUKDW.l NI,
<br />lel INS PRODUCT EVALUATION DOCL-AMY WRA BE GUNSAXPET, IN�J;; IF 1A,X 01i i�
<br />STUMO SHALL BE PERMITTED 114* FF-20 '9M.MS VIEC, 51.t W '.'.' 11-10 0090itim 910" 57,IC.1CQ fM'
<br />: MIT, 1, waak" MR TRALL,S WMI NO STMO AW NNF� Iff- �W,F(Flt? �! W, - -.W AU I.VWJ.'VD SCRIM .,'Q IIEAII
<br />0i SITE SPIDDIFFIC PROJECTS Vski 61 PREPAiln ICY A FLORIDA REGISTERED ENC.wik :& �L,,-,�� FVH,LH VILL BECOME t�
<br />W1 %F wee, NUTS
<br />MONSON Or ACCORD (E 0 R ) f DR I Ht I'I00A C, AND WAG Tea K REISPoh-vaLf ; I � ',, I
<br />OKKII USE Of THIF Pf 0 ENGINEER OF RECORD. A -CI NC AS A O(LEGATEO ENGINECT, 1,- - I
<br />N 1 14 CASE TNAT. PRECAST STOMIL. PRECAS1 C04CRCTE 11�1�% �A4Ps F. �', OR WOOD 90AAM BE �O,LFNL � '.1,
<br />OE-D DOMINEER. SHAAA WHOM 11) 145 Antlit t4i VFC SPECIFIC DRAWINGS f(W RF.1Ik,FI
<br />COSTI"IC FIN111. 00 FLOOR, AMICHOR6 IJNAU IN ,A*6 I1kXFF1- IF,) P" ,, 4 .Q, STRUCTURE BEFFIFFIL, ',,I'.,-
<br />"ANI's ANCHORACDC SHALL ME A.
<br />.� Mor"M IN A I) AN:j IN A I L
<br />�
<br />- '15 pro SHA, BEAR THE DATE AND CAIr'NAL S" e4y SK4,HTURF OF INIT PROFFESIVIIIAL
<br />1
<br />rw.0410511F IV RECORD I"A' PREPARCIP IT
<br />(6) 1(L.LVJMFP_iA8QZ�Fi, 9-W-19AJ. *TV C-11111
<br />. t 1,141V MUFNI0A(VIIRf.RS Ullki SPALL BE LOCATEC, *4 A AL".- ��IIII, [�,A4 AT Stcft
<br />. :14' 0 tAlNCYY,i ANCHIM AS WARLWAL'IVM 07 1 1 6 OU(M dM,
<br />P,,,I,. ;'r0p IN .Cf�OKVACE MTN SECTIFFICIN 0091 3 OF flOWNI PF,Fk!,,II,_ r,�,-. ,,� !
<br />-1 /,� , , ,`a, ,A,,m ANYHOFRs. pq MANU,rAC,n*rt BY DCOMI P,C (-, I. ", , . � �
<br />S-v, -I, t4ArCI too fvrBY OPrNING LAK11w, TO COMF MIN, SICIFF)" I p,* I, 2 , � '1'I4L
<br />. *1 I ' '111.1, III AN11AII AS .�"'I.TW By ALL POlMl V TV IN I ,�*, 2 A 0 rr�
<br />/4 ,/, R a, 4
<br />1,0PILA 3"'Li-IFIC, t0llt
<br />"A" , FI., ow 0 ."
<br />FrS fAAWFINC; LIMILL ONLY at, VSED TO I .
<br />- NIII_'D NUFFEILMAIR rILIJAI 4: �41 ;'AWLW:� PLUS ANCHORS, AS MANUFACTURED 8- 41.1 - '�',,',DNI
<br />40"Ons
<br />MAIN PtRIAn', " THE SVTATnE OF IFIC.ORIDA
<br />11111--__
<br />PAOCKM (MIN ( � - 7,111 F, . �
<br />: i/d� @ OF rNP-opip ANCHORS. A,, F,,h,, -I, q, rFFRe_rAI;I L,opPORMICH .�
<br />- -_ -_
<br />r,
<br />I .ilii
<br />" , -
<br />:. ", .
<br />I
<br />.
<br />1, ,I FFFFINN- 1-1— 0 -0114 ANCIORS. W'O P-11-11', 1,1 -I' ,,, , :," —. 0110 CHI . . . - LORTIDA GIALDING CODE �"Igh YFFHotil, M,,,,,I,1.* Z-0)
<br />. LYI I I `- __ F
<br />.CCK% jNL �NFAF, AT I 1/4' .
<br />.
<br />�
<br />F
<br />'/ - - f % �0 .11,04 � I It
<br />70 GAGf CALVANIZED STFEL STORM PAN[(
<br />�. _
<br />11.21 CALK-th "n- �1- QFI� *IRS 5-6k� K tWKDOCID I/ir INTO INFE � � 1-01 EmeM .4 167 �, i I - - - - - ;
<br />,it CONCIIIETt -
<br />Term STUCCO Nwl IN WiPHF'I7I,r '14' 024) WIFIVITS, USED SHALL BE I s/;- L,.%�- FIFFFNFIFAFFF:osmov� 0
<br />z __ � - ,--- ___ .
<br />� .
<br />, -rS,
<br />I � S
<br />EXW. AND 1, 111110001. F`�q IFH,L,_'. .I-- W. ISTIWZO T 1.
<br />q_--_T.---.- 11LIECO... . 11118AL PROTECTION PROMIC I
<br />. ,,v
<br />- , , . . -00 IV 51 STREET __ - _. �
<br />� �i I . . I- * 4 33" IF
<br />.., tj R 0, - , - IN, - .%alml, - -- M
<br />/I "It'. U, .. - 16ft FN, (�)OM-&Ml 20-176
<br />,
<br />" . - INNIFFI-1
<br />.. . - � -
<br />i I
<br />. "
<br />AIA
<br />- (AFFIFFIN I
<br />, __ - r- - — I — I -
<br />Vk - .PN.,1vCFFNoxFlI,1CN. .. (A-10W I " -9 __'
<br />1� I *:!�,
<br />0
<br />,. . -1-1- L -�- --,r , - -]
<br />% __ I It Fj, , .. 11 Ul� I
<br />- - H
<br />� �__ � ___ ... ..--..-- __ __ _ __�
<br />INSTALLATIQt.4--I)fJAU-5-EDIL--RL-Q�R PAN"5_11-4--a ;
<br />INTO EXISTING P-QV-RED-. CONCRETE OR-�;DN-C-RLU-.BLQCK--$-TIW-(�T-�U-RF-5 --- — .
<br />I INS ON
<br />C"FINCAE'll .10CHM . 141,11 I YNAFFIFIFFIN 9) I
<br />I. SC. 04 __ IF
<br />CoNcArt M.1cm 1111 6 '-A.*- V \ - __... , , I � �� "'. __ 'Irs"NG PoumD � �
<br />-
<br />(sar sotimt cNF -- , - — - ,T)I, ,:�, ,:'11.`At7E -coum \ \ 1 4
<br />I
<br />a-aln a PoDuc. 0 " rx's7w. PQL.w � , - I . I I SHI a I-i"'I . ! , Ile- '. �, .V$ - - --
<br />, cow.0m REMAM - � I� - . �,
<br />_r:�� , , ! , . �� - 1,� ��- .,- e� . ,�.. . t .."a
<br />I I �11 I , I/4 .;��, . � � - , � � , - _�=J �, , I I'll 1 11: :4 . �. C',
<br />� I CA';_ . I
<br />,
<br />' -
<br />...
<br />,_":�
<br />"
<br /> 11 -_ - , I 0 J11 1/4 -
<br />,� I I r, " - 1,;q- - �_
<br />I . - k.
<br />VNH T "t el; , a lit _L_J
<br />I'll
<br />�, � I � --T-- A". - - - C :: �� - -_ - , - � I
<br />I [ , 1. i I I �� : 6
<br />t to I I I I
<br />.
<br />L,atw. -r,~ I to !4 , �'�� � : V coNeerit wooewrb , , ONIF . � � �, ,
<br />ccwft I 11 : 46A ., I
<br />, 1 . ROLM @_*
<br />.W"T 1 -02 a � "I � i �_ ; ON't ! 11
<br />,,� ,,, , �� � ,,i, - I : t I I i
<br />- !: I. .... J F;11 I
<br />� � f� 11 � I I 4-��. s"
<br />..... I I'll i I I 1 4z-x:
<br />1 1 1 1 = W. I 9 ��o A _-, . a
<br />I ., .4 1 , __ � - -
<br />, 6 t 12 1/7 ae : I# If** at . I
<br />I � I11 � " It m�� : (�) i . : - �11
<br />I .. I I I __(D 9 '- "ANFIL I m "HIPPAT I ----" LIN . "I
<br /> ,..'�:'_ � : .�'ft III IF 1, . F - - - � 0, f
<br />.o�*�
<br />OFFIFIN" -1 I ! ; , I _n- "' I I I
<br />.,�v- -; 11 ! i � I QLMII : I A. I I
<br />I N I ; 1 5 ,—,,. - : � �� o" I I �, I
<br />� ; ; 1, I i I I amm 1_: I ! I I
<br />� I : ;1 I I . ..
<br />; : ! I I ; .
<br />T� 1 4 11 I : � �
<br />: : I I : � � ; I I * .1 � : . I
<br />: 11 : : 7— a. i .
<br />I !0), .! ., -:� 1 I , : 1, lm.r .& � !
<br />, I '\1 I Fir i
<br />� ; I .;. I : '. .
<br />� I I IM-.* I I _,��_ . I I .- I - /. . IF :V. I
<br />I , ,7,1
<br />i I .� I I , I � k4a - ' -1, I row ", , I
<br />: t�wwo i E.6 ;:, , , " - - :- ."'... Povill" to JK,, I 4 -Ir at -e
<br />IIIIST" POLIFIFTE, , E 1 4 , 1. ! a ./r MI, 4 �, : .. A "
<br />�'.NCREYC OR : , A-X.r J - ;_ k-s"Ne. -OLIFIFE0 .. ,� I I
<br />,
<br />� I.C" BLOCK I : I I co"CAVE F)A .1 I I cvw- RVIC OR I I , ..
<br />I -FIED ; M. am 6 �, cO.LROX 9LON ., \1 & - I
<br />I I j t Ow"Im (III acw*fn I . , = ,
<br />i — REwRLD " - , �_� 1_7 �
<br />-a' . '
<br />; q= J ; : 1", - � - -" I C�-4 '� I Cz -
<br />ow I I . .\ : , i I T �z -
<br />i . 11� � L___A,__. I ��iiliFFCFFLFFFFP - 3, : _.,r.f � .-I, IFF.. , w_-
<br />: PAN, I. - - n, I IT
<br />� — , eo..c" W. . - i , �
<br />- ia , r IV, -
<br />: iia, -, � IF tm..
<br />ei,1 �;�IIOK �, 4, : r 00
<br />_ - � C_" c A lic"' -oft -
<br />'r , . T ,_ *jD4m 11 C_ I CONCRETE #Ac ,�,
<br />f 'ACIPF., I. CA) , - "I � .It , .'
<br />svw ow ISIDE siCk(I film samom am 1" P. R,
<br />I as sc-,( a. s romm" D) 2#4113 a "_' IiI -als 6 boKktm 0
<br />sHirt's, a ,,4"�r, 0
<br />WA6 11110111111210 NO %�w"AtovNTIH IPTING, ALtERNATE fiffig-111199sm
<br />wm.li Sr a "I RR"id-
<br />I
<br />,
<br />�_Aa 3/8-il- lilki , a... ,-N� 3/l!_l*
<br />: __T Ir
<br />� i I , E�D - EDGE DISTANCE I
<br />I Mil. 1C,111CIP4 I I �SEC SCHEDFULL ON .
<br />-iim. '-=. I I 01 I i s", Its 6 ar 9)
<br />� ; . QUNNL : J I 6
<br />I I
<br />I ,
<br />� I : i.--.-zF. NOTL FnR COUPARIDN.Of S[_'JIQIF�� - -
<br />I ! ( "Aw vw a I . I
<br />I I'll
<br />I
<br />:6 .1 �r - :1 TOP III 80TT04o wl�j"Ks �Aitr
<br />I � I I 0""I"ll"I'AII COMBINED IN ANY WAY IC, I , OL I
<br />! 1% �ICS�Al CATION
<br />* �-- � 1-14
<br />� _. � _�_ ! . ,"� tA. -A :. r, '14 .;,� T ANY
<br />... �
<br />T , I : 4, I� I 777I 't .. t�c .-N
<br />: rxslm �� PoLow _�/.!` 7 , . - � : ,. I "',$.-IA FLORIDA BUILDING CODE (1,119h ViWoOfy Hur L-ole Z*rw)
<br />"oNclim . , I . tmft It"C'm MI
<br />nrojpu� - � I � I J*j * : I 20 row �,ALVAWFO STEEL STORM PANEL ..;� .
<br />I=,E - � . �
<br />I " I �. ''wl-mu I 'IT ," '� ATE �; .- : * .J!Sh, - - - ____ . win/mo
<br />. .
<br />� IF r.aax. IF) , , - 1,
<br />, 44 ... _-_�_-. c I GLOBAL ROTECTION PRODUCTS. U_C.__,.(`F01`
<br />i . (1171 _ ... _ _ / "�" "IE rO I. I OKI$ s. %, mRFr
<br />CIEN Mir AND JIQ OUNTING , 7.11 - . i;r'T'W$T;R -;-�,�Ntexom 4 _\ MINN. m Im'.
<br />: SECIKIA-7A NAL E, wli.. - ..�.. 'Z� — _5 ` ,�-Ailo-1.6. I- "wt.m7 20- i 76
<br />1 teft 1 .�_ -
<br />... 111 , .- I-
<br />-_ -
<br />SCALE 3/6., It 1. Rr.,FLA%NFC%mEAFACCr -1- - I'"' liv�__21�!� -
<br />I I I �,P , . , IF P1 �74_ � R'.."I _r J=:� wev - w 26
<br />- ______ ________ ------.- - - - 141 I
<br />]
<br />E&0_KC1rNAL%J ... Irf I
<br />6-MATERIA1. CHARACTERISTICS AND SPECIFICATIONS:
<br />Shal be str;cdy In accordancA,, with General Notes and Components indicated on
<br />shet I 1. 2 and 22 of 26, of Product Evaluation Document (P.E D.), drawing
<br />No.'(i,-176. Anchor specifications shall be as indicated on sneets 1, 7 and 21 of
<br />26, (� Product Evaluation Docurnent (P.E D.). drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USF.:
<br />7. I. �',hfill toe strictly in Compliance with Gwiurcil P.Oes No, 1, 6 thru 14, indicated
<br />an siseet 1 of 26, as well as General Notes # 1 Irini 4 and 1 1 thru 16, indicated
<br />on skeet 21 of 26 of Product Evaluation Docurnent (P E.D.), drawing No. 20-176
<br />prep ired by Tilteca, Inc. and signed arid sealed by Walter A Tdlit,.Jr,, P.E,
<br />7,2. 1r.)du,.A may be installed wittlin HIGH VELOCITY HURRICANE ZONSS as
<br />defin,A on section 1820.2 of the Flor,da Building Code
<br />7.3, Product stial I only be lnstalW Into puured concrete, concrete blf)ck. and
<br />wool; frame structures.
<br />Pruo, ct Evaluation Report pt epared by Waller A. Tillh, Jr., P.E. (Florida License
<br />No.44167), President of I ilteco, Inc. (Florida CA-0006719).
<br />F,01,1041011#0"'i
<br />0*,',i:jk A. T1443",
<br />-
<br />I,,, �� .. ......... ?,/%
<br />V. - 1P 5,
<br />Zll?�.. r,EnS, " %. -
<br />. IF S�
<br />; - ' I. t
<br />z_7------F - %j 44167 *.. =
<br />.i� . . - _ , !*=
<br />. 1.0 � -1 * .. =
<br />z
<br />1_�I.e�3r-*-d'.. STATE OF .,',,z51
<br />1 _ _ .
<br />- I.
<br />i - - - - 1k, �_�, - .. OR19 ..-*
<br />I Z*0_1 .
<br />-,,,. q.....'"'.
<br />"No S/ONAL ,,
<br />�,"PliflHoloolik
<br />YFFCAU
<br />O;k TIL 'ECO AWAON HECORC-R � F E RFPORT �11 I Ok OW PROTECTION PRODUCI S, LLC, 20 GAIJE
<br />"IF10I STEEL STOWIRANEU DRM*20.*r8\R1,'1UAT 02CI-01211,01
<br />/ I I , `FF_1 �TT E _�Co �,N C - ,
<br />�,"I"i"..i.
<br />il TA
<br />WA LAB R A � TILIE. JIL, 11 E lilte" JAv.C4-IlF
<br />PRODUC*11' FV,VL,V 'P 31 IF r At 4'
<br />. -AI'IQN �ft
<br />. ., -QK[ 0 LlC*mHFF-,y.,
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PROCJCT SUB -CATEGORY: Storm Panels
<br />PRODLICT NAME 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: 010ml Pirmectlop PrQduct5, LLC
<br />4BOO S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report issuo by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC Rule Chapter No.
<br />51 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation
<br />This product is being msued an Evaluiaiiort Repoit a5 doscnUed hartim, and has
<br />been verified for compliance in accordance with the'2020 Seventh Edition of the
<br />Florida Building Code, and to verify that;he product is for the purpose intended
<br />all least equivalent to that required by the &e.
<br />ThIs Product Evaluation Report shall be subject to review and revision in case of
<br />a Building C�ode change that may AHA('t ds limitations and Conditions
<br />2,-EVjQEN
<br />� � � C�E $1,1113M ITTEQ;
<br />ZT!, PRODUCT FVALVATIOFIN IM.111,11111012,11,1D.);
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sneels 1 thru 18 of 18 prepared vy Tilteco, Inc.; sIgnefJ and sealed by Walter A.
<br />Tillit, Jr., P.E,: dated 07127,?2020. This drawing is an mteR,sF*'r!`71o6,J,h,is
<br />Evaluation Report. .,,I; v t - Q,'%
<br />. 4% ....... I �) 11
<br />-1� ,\; .. I, , ,,�
<br />, - ' -\C Elils, " - ',� 1
<br />S -. \� e * - '%
<br />� t ,- �
<br />.... 2. -.4- -Nn ";16- '. __
<br />-7�, " -.A- - - - " � =
<br />/ ,Y-e,', t-*4-t, * ____ .: * f
<br />—
<br />I - S -�q % _V __dF
<br />, i � -'- ATE ."AI zZ
<br />. <'; -
<br />' '-,'05�- - "�l 0 R 00 - ';;�� ';�
<br />- � N "I
<br />NW��'iiiiii, ` C5
<br />I
<br />6155 N Al 361h SiTeet., Suite 305, Misinit, i-lorida 33160 - Phone: (30) 87 1 - .. -1531
<br />� .
<br /> - .— ...----- ___ - - - __ I - �
<br />R & LIFE SAFE.TY STORM -PANC45
<br />�-ALJC 1/2�0_)
<br />- Is im" (TOTAL WON) - I 11 ,!� ,,tr�) -
<br />- ,?5oc- LEFFECIKet ow,w) .
<br />� . � - , .�,I .
<br />- I I -
<br />I ".W � -1 A-'e -,
<br />, ,
<br />- ' 3"O' - ' 5001
<br />I ,r, N
<br />. I!"
<br />I 1) I M, 440L r'"
<br />, , 1;!iW
<br />I 'IV " "
<br />I ".. - , ,
<br />I' � �,,<,'
<br />".
<br />"`,��'20!W
<br />L"t .
<br />/7"._- " � ��,
<br />I LI /I --r� CALVANOM STEEL
<br />�11,,,, AM A-963 1
<br />O"A" w N" /
<br />,;,. _4 1
<br />� SF lk,O-
<br />. i5A� ,.�,\
<br />I Ifty"WED STET � I
<br />MID
<br />CA
<br />/
<br />� �
<br />15 K' ", ?Fis? ... 6 � -
<br />60 �kv
<br />"CLIMED
<br />I DC(
<br />. , ,�,
<br />� ,kp� 11: I ,,, ", " IMTVI A=I'L, \1,
<br />'
<br />/
<br />; 'II10- ��.-' 4'e" I
<br />,
<br />", 1, "
<br />TYP ',� ,
<br />I
<br />1111-11, .
<br />� I I 1~, X 'M
<br />. / 1�60 Dkv
<br />. DETAIL A
<br />I IIE)ME'�o
<br />EM
<br />,
<br />/
<br />\ I
<br />DV#A A�
<br />I ZiCT., - , 80
<br />� . .
<br />\ ,
<br />,---/
<br />� DETAIL A
<br />.
<br />.
<br />1 44 ft
<br />.
<br />- _: I L 1'1�,_J �
<br />U1 STORM PANE 1A ENJ)__51Q.P4_?ANL1 1
<br />2167' .. !
<br />1.
<br />. - -.7.; �_ __ ___ I - 1� , -
<br />I � , �i i� I,
<br />-I.wv
<br />I . 1 AW
<br />IF. I 1,
<br />- -"!!: I
<br />
<br />, .1ho, - "I". ,� ,
<br />,
<br />1/4-. .11 I
<br />". SFFNS
<br />W/ 1W , I., ,
<br />I
<br />. I 4 0.
<br />,
<br />I
<br />— - -_ J
<br />-
<br />- I .I-- I S's 0'4 NNn.
<br />ri
<br />S.L 111110 RNICIRD I
<br />�, 1 .�Ow
<br />I
<br />. J"., I
<br />F_�__._=,� ,
<br />,
<br />�
<br />M OCRIC 0
<br />'a '""' 0
<br />.-"
<br />1 - , " -
<br />.,. �-
<br />to 08'
<br />.
<br />__ - . �
<br />__ __ ,
<br />I ,
<br />I
<br />,
<br />.I 'p, . F,
<br />,
<br />'�
<br />17 1/7' CC
<br />__!�__
<br />'- -1
<br />-
<br />�
<br />. I
<br />J 375
<br />.
<br />?03
<br />,
<br />3
<br />,
<br />41 .
<br />11
<br />1 ,�' ;,
<br />-
<br />-
<br />I '*�, �
<br />w
<br />I
<br />�� I I
<br />-1
<br />023 .�! I I
<br />I. ,
<br />�32,
<br />, , I- .
<br />." HL.W r,
<br />. I
<br />1
<br />it a
<br />2 iW
<br />3
<br />t
<br />, I r A,�-_ ! ,,,
<br />. �
<br />�'
<br />� ! -
<br />-
<br />I
<br /> . -
<br /> : "!,
<br />I ,,".,
<br />_= "� �
<br />_ I
<br />, ;A: ,:''
<br />1; "
<br />W... I
<br />. 71
<br />1
<br />'el- __ _;_"t.� 11
<br />I ,
<br />111,u
<br />'�'
<br />L. .
<br />I -6
<br />11 I
<br />I
<br />r"I I -W<
<br />- �
<br />I
<br />� I SOD" -
<br />I ."I. -
<br />M 2 W-M.0 YJ M UT A I L A
<br />I ".. .
<br />__ I OOO` .
<br />: - - - .
<br />FICIUNCI CORNER 0 i4n, I!r P�Ilft �
<br />- W, -
<br />Ili .
<br />el," 0
<br />�
<br />CND Lip W? -EMUED txc
<br />i I � .
<br />, ?I -h- HEAQER
<br />, . "IJ." H(APER
<br />(�)
<br />(�) ANGLE
<br />�1
<br />AULL-vit-am
<br />(�i; ---- ll�
<br />(NLTS�
<br />I I VARIES
<br />�/'%'T
<br />-
<br />, ; 21'.
<br />. �. , ,
<br />`0 TOP LDGX
<br />� . I . ." I
<br />11. - ON .
<br />-
<br />I
<br />Ii 1
<br />.
<br />�Ii
<br />.
<br />. - , ,
<br />.
<br />I I ,,,
<br />W F`FANCL
<br />I
<br />,U-.;--. 110,
<br />I
<br />. . .
<br />. 1.
<br />i �
<br />! I .01'% .
<br />I 'AT
<br />.
<br />I I F,
<br />-,I -
<br />�,'.- /--,7--
<br />f�'� . I (�
<br />I
<br />--. I
<br />.
<br />,
<br />, I
<br />I 1:
<br />, I-T,
<br />, , *
<br />I
<br />C I :�-_
<br />., ."
<br />, .
<br />I �
<br />I
<br />! I-
<br />��
<br />3W,
<br />�
<br />I �
<br />06.5, � .
<br />8.''
<br />. r -, ,I, �
<br />�-
<br />I "'.
<br />.
<br />-%.
<br />I. 1.11I.- I .
<br />.T I
<br />I
<br />'r'. ' ' 'I '
<br />.
<br />_! I"
<br />, 01�-
<br />�
<br />I.
<br />6 I
<br />1.
<br />, �%c , ,,, �
<br />I vo, -,
<br />- -
<br />�957'
<br />. I
<br />I I .
<br />I
<br />.,�� -
<br />i . . I 1.11 I
<br />__ I 060'
<br />i
<br />. I
<br />. : I
<br />I.!
<br />I
<br />I t . - 00 1 � I CIN., - -.064
<br />I COO_ � 1 �5) KEY HOLE WASHER \\--.6;. _ - (T,,T,F)
<br />. -
<br />-, -_ 16 ,�I "r' -",\
<br />I 11. . 7 -117- TRACK (,I,) L.LAL-ELAILD
<br />� . "I � - - _TR&&_&KfALE toA)r 3/0
<br />� � _ 1
<br />1 0036, tw, I - - - Ill f, I WITH ' .11FIV
<br />I I OALWHIZEL SIECL � , _� I I � - ) ) ps.,!� ' �� �:.TIII " :
<br />, .,( ,i�"��Et` S,, '-'.\
<br />............... HH,
<br />.
<br />, 4? .
<br />, R. � .
<br />" '"'
<br />I -/- - I , � - - - .��,!?
<br />315L`0 P��,.,-. am'- . I z *. *. S
<br />, .k� - - _i .52 � 5- "', :2 1 1. I
<br />I
<br />i I - I -,---,I— . * F1 04I�iA POILVING CODE (Hiph Valoolly Hur,IcGFT* Zone)
<br />I �,., 'IF I :_ * : * . I
<br />. ?" "one. - . -_ ___� _V_
<br />I J'A�NIC HICKEL Of INIFFIL, � �TATE Cf . 4Q� o" TIFFNIFF0. W I
<br />I I ZINC" �1_ '- iil,�, 10 4"I'D NUT 11 �� -:� . %. I, 20 GAG! Gill"YAW710 "`T;fI. VORM PikkEt CeMeN e,
<br />I I "N'01''... IF to. 01 .,
<br />* to , # . . - - __ - ____ - __ - � I 11 -
<br />-
<br />� . 2 OOO* - - KEy HOLE * , Iz �` * \, 4 - - - GLOBAL PROTECTION PRODUCTS, LLC F "'D.?
<br />DETAIL .1 5i,,, ej� ;FF -P. IT � .
<br />I 3niq —,-I AT PAKEL 1114, --.-.-
<br />2'X 7'X 1 /4' I "Him, - _r" Real s. 5, V.w
<br />� 4T~f-4LY ,5[ WNC 4,11 */W1 Qtv��_e_ .5T. WIN." - - — ANY . ., , �F, 20-176
<br />LAI JIMIRIJIM ANG IFFONOLII-C _54L* V`/ ADM ,.fth / - VPFIF`�Fr_ I- aell� .. .C.C. (V,"-�� r. (Fill.)MO-Irm-
<br />. 7/r.3/32' �(. 437411"ESS .1 --- I - ~� IN, I
<br />151111 01 -.IL P.M IFFICIII) --ft _.�.. " IF --; F—__� - I
<br />-11. !L-- 2L� —
<br />'10� I 1, � - I - I - 1 : 1 - VNW I P, "
<br /> . __ __ _ - - .-
<br />- - I . ._._._____._ ----.. _.___. . - ._.._._..._ ___ I . ... ....._____
<br />DO-9S
<br />411,W__
<br />$-.DETAJLS FOR t,r5T,ViAT10N -IN, POLF
<br />1!151ALLA LQ-I-------. 0 Q%CWL
<br />T N..0ETAtL5__FQR REGULAR PANELS(l &--LA .
<br />NIQ_fXl $11 L4 C, - P QU R . QRn
<br />.
<br />EQ__Q9NCRETE OR CONC-RETE BLOCK STRUCTURES _QQN I KCCK OR ��
<br />IN— IN - 1F,NtL_TE It.41 ILI 00NO"t"Ir .NCH01,11 YAUD FOR REGULAK-INIFE 5ATTTi` P! I, E--Z. HANN15- _$1Q%LPAN0__5)5UM_
<br />4N,,I,WE MA as cF up -ow Isla SCNDPLL o,, a4S%-41y1 1.
<br />W Saco" 00 IHM a & 9) SH" a r�RVL,Q,, - .- . - �, F I
<br />U. I
<br />.�� I- - 1 '4 401,
<br />7",� � /"- 1 Lt& _� ,
<br />, I ", �
<br />I , 7 1 - - - I — — _ I -1 I *1 � 6
<br />1�vl I , I ,-- _ I ,' ." .- - ".. — — � I I
<br />4 I . I, 111`71� . -
<br />"I I � I - 4 I
<br />_�' I 1 ;_:f1_1%�1 . I I - 'IA.
<br />I I I 1 (;� / 7 � ;-�� "� - il. i
<br />I �, I , � — "
<br />I-e-i% ( I I
<br />.S."N', mcm � 4 I.
<br />- 3�
<br />! # ; _J I C, __/ I I I ,' �, I L . I
<br />� I . 1-1 --a f I I
<br />I � I : k EX.S7WIC POI ! i ":;:;..*,.�: 4, � , ". - f- - "t ��,. I
<br />. � - ( 1) CONCRIVE OR . � -.�'.',.�., &� " - - -JF"11 �1� 1 4'�
<br />COMCmil BLOCK : (f", , "
<br />� i 6 R,C - - 0. ; * I, I
<br />I - N_ - _J
<br />i CASE A (PLAN) (1):14" - 7 .--.-- I. I I .
<br />! � : I ! I . W . IFIF_z. - 1. 1
<br />I I ! I I MI '� .1 I �,Iil F6.1* -I— - -1
<br />�. I I -1 _,41 V I ; I QA9 a (PLAN)
<br />, a, - . FiNIFF" :
<br />.t� ! I -.-.,u - 9 . I S,�kx Jp-
<br />i ) I ; = �, ! I
<br />=FiI W11-1 0 1 i : I .. . 11
<br />. . . , , I ; � I "..... �'.. - .., r. ,. - _._ -
<br />- IN. -1 IF ,.r
<br />: : T, I — ., , ��
<br />I ; I § - . - I= -, _71 1. .-7
<br />- " .. If- J "-:r,-..- .
<br />I,
<br />- � ,
<br />J . I � - sunaliallim, I I I V. ,... _-
<br />- , , N� FeNeo. — 1-0 .
<br />—Si I I I , � [ I � I T e
<br />;' "', PAR. : 1 14, III. r. - L_ -_ �--\ ! I
<br />: : : i I . L'. 1. llft� .. .1
<br />�.
<br />f I I I I ,/..Vu, I : .- =
<br />. - , r =,n
<br />- I I I '. 4 I - - I
<br />�'
<br />11 I I . I . ! I 1 .7 - . I
<br />: ,I I r_ V:�;: I . 1.0 � 1�
<br />I e _V4, I -,
<br />I I I � � : I -, _ _ ,_
<br />rIS7 .-A. I E 0 zg� I-
<br />101w, 11 ,I : L
<br />COW W., I I t V 4 , , - C&1L _Q &AAW
<br />ROF11 " I I fx,T,*. F,wr QFNI * � I 1r.J - I.. - CASE D (PLAN
<br />CONLAIM ",11 4.��._, � S� I .1 0 6. 1,
<br />iC- I - I
<br />,,.� �J - 1 1 C r I _ - _. - I �
<br />11 I � � R.00`4DE Ift�
<br />I I I CCU RED . I,_ T/,. - ib�I, "Y", ,,, , ;;;!S1_%:X%_ _ . . __
<br />", r ...., -am - . . 1_1
<br />A . I � .Iz� .1.1.V`IF, 4%;1V =_ - MI: , _. .
<br />4.R
<br />= !- —
<br />F� III.% opt IFFAMELIPI't I ry .- .. .
<br />, �J 0 AND ILIVILMNY IC.CRrTT I.KHORS I .,"I"'PIKA 4
<br />�� OR C' FAR .-D" I , � F�4 � --I .
<br />I NrNiFo,LES Crit'. sc,4�1 a"
<br />ON `,i� A i-wxo- 03 ! - ;,L*6,- - It
<br />�, r� , goo-
<br />-1 IF * IF � W Ri lit n NTiNG - -_ .. ,
<br /> I " I / %:II: .
<br />, �
<br />50,0, �A_A_V') &&� NVIL, OWL* �-- I .1 1� 11 � __ , 16b
<br />' 0-INNO -0"
<br />I 'r'g- " UACJ $/A. " 11 . I . I I \ :: I--- =; I
<br />EX" - , - 0 NEV r Mor - NFACE$ IF E.D. - EDGE DISTANCE - ____1
<br />OPILN"I, I, TU I. I IF' - (1) - 0
<br />14C ALVII a' OR . FSEE .,(:F1E0LJLE �v, � GM F (PLAN)
<br />%`DOD a" , � : I 0 & 2� I " _\ .4ml I/Is.,-
<br />_J "ISI.0 'ftlkLl I WOW PLATE SPFICIRC I / I I , 1, I I \
<br />* NEW 1, WIDE . VARIES , I/e, 11101�_ AF 7
<br />_ � ALUM, TUBE OR I* . �ARJO ; , \ , / /_\,__�
<br />I P I *000 PLATE SPACER ; TOP & fii(il%lw MuWLNGS CAN SE
<br />81-1-D MAC1, I COM90,10 IN AN', *A' IO 'JI7 ANY CASE L21LAN�
<br />XP. �.Vt —.1 . NSTALLA"ION
<br />:So SFC11�41L 'A ___ VALE 3/16-l'
<br />. I , : --Arx U, ---AF
<br />I . I- _____ -I "' , I'- ", J_ � I , I - 'I A
<br />.t. ; 6 I -Mr C - _: I � I 11 .1 .-PFI:41",�,"'s,
<br />1 .F Dr.,"., PC`0*47) �_A 'Ile .... -
<br />__. 1-1 � . Z;z�. .Cw�. I " ... 11 FLORIDA BUILDING CODE Nil h Villochy HUrricarile Zo"
<br />_ 11 I - CONCRETE UP - NNCOF -limp'," 1%, X � " , 11� �6� , 4 -,.-!N --,-,-,
<br />1- 1_1 � "'. � 1ITM klrlto, Mit
<br />� COW -OM BLOCK 1- = mokom 'Him �, 'i
<br />P,I L11r. . . ., �: 11� I , n CAm aALyAmzi �Tru votw PANr� I PP
<br />. nowlin) HI ~ : %o' 44167 " � MY
<br />i " � il ��:,,� __ _. _ . . ___ 1, .,
<br />X6 SECTION XT!X = III 4_s�� -"-, .,nN,,TFlFFlFF
<br />SCA�f %/8. " � *:� �,� � I. �' GLOBAL PROTECTION PRODU�Ts. LLC .11
<br />T; _% - � Air �F, ' � C
<br />D0AL1L_EQ&_VAUM_REQ_VJRED AT TOP 0 , ;.,L � ?/` I I L I E C 0 .. " ' `FW I.. $1 r
<br />S_r 0 -. , , _ , -Pi;W-i-6;.NiCiR.ece W--...V, VFW, 'I.
<br />, "..,
<br />-& ;ie -. 1410, .If " ,
<br />_� 1w M
<br />.
<br />. . r, . . NF%FF. MFFF` . . All, — — , _� .- tww.-HH�. 1-.5
<br />OQT�Qlll TRACEL-ADJACEHLJ-"-TV.UQ/W9Q.')-DAt4Q`5 " . �61/ r. .. ho-176
<br />,
<br />`%-',,f�s�,l �� , I It , CA-0001"I's I _. ..�r��- - I
<br />, N, ���,�-,.Ft I, ---- - - `V"""`-- - - , -; ' � ___FV14+7777�� '"M 1 IN TV
<br />__ __ � __ - ---. - "N HHHoll - . F=' L:" Z;%e*,L" _� - __
<br />UCf liell IRT�io. _2Q_Q717&2 ?
<br />2,2, TE3T REPQM;
<br />Large missile impact load tests were pertorroed under SGTO 12,09 standard as
<br />"',
<br />per section 1609.1.2 If the Florida Building Code. Und,.Firm statit, Ioads as per
<br />Section 1709.8.3, per ASTM E-310 Ti-sk reportf, prepared byArrierican Testing
<br />Lab of South Florida, Report# 0814�0'4)11 dated 03111IM2 witnessed by William
<br />R. k4ohner, P.E., E.,)ri,z Moroz, PIE, and Henry Hattern, P.E. sinc Report No.
<br />02 1 9 01-09, dated February 25, 2009, signed and ,sealed by Edrrundo
<br />Largaospada, P.E. and Henry Hattem, P E Large missilo impact and cyclic
<br />loadings per Protoct)ls TAS 201 & 203 as per �;ection '600. 1.2 of the Florida
<br />Building Code. Test Ri4port prepared by Arner�can Testing Lab O'South Florida,
<br />ReporiNo.1123.01 I dated NclFtembei-23,20110, signod and i�aated by Ju,io E.
<br />Gonzalez, P.E.
<br />Twisile test report N,1 9CM-1198 by (Y-' hlletallurgical,)sc .dited klaich 13� 20(X).
<br />signed and Sealed ,,,,,, Frord, Gralfs, P.E, as per ASTM E-8 and Tensile Teel as
<br />per QC Melallurgic.-il Rol)L)ii No� 1 OKM-1318, dated December 1, 2010 signed
<br />and Sealed by Jorry,l,o��K,Ji,ijc�� P F �is per ASTNI E4
<br />2,3, STRUCTURAL C-NO
<br />. ,JNfMj14.C!_�;AL(�"TI0NS:
<br />OrT24 Gage Galvanized Sleei Storrin Panel tor maximurri parw�l lc.n.glh III, d-:t)i,L;It
<br />wind load, as well 8!� rroximitmanchor spacing vs. design wind load and panel
<br />length based on rallona; ,jrd ,(.wiparativei analysis, and in accordance wilt,
<br />section 1604 Cut the Florida Buil,,lirg Code. Calculations prepared by Tilte0o.
<br />Inc., dated 112/18110and 08.,27111! (ff)r this revision), signed andsealed by Walter
<br />A. Tillil, Jr., P.E.
<br />3-MMILE-111111111PACT RESISTANCE:
<br />Large .missile IntI under section i eog. i.2 of the Flortbi Bi jilding Code. as, per
<br />SSTD 12-99 Standat, I and TAS Z01.
<br />4. MN01-OADARES16' NCE.
<br />24 Gage Galvanized Steel Storm Panel has beenverll�c,,a I.,-, 3usl i)n ivind
<br />pressures. MaxirmlTrIF pon,FA lang1h shall be as indicated on sheets 3, 9, 1 (1, I 1,
<br />12 and 17 of 18 of Pr:)Fluct Evaliation Documen((P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall ix-� nf� intfi�,pCted on sheets 5, 9,10,11,13 thru 16
<br />�
<br />and I 8 of 1 8, of P roduct Evaluatio?� Do(, Liniept (P E. D.). dr awing No. 20-175.
<br />24 Gage Galvanizee Slooll Storm Panel has been verffled for code cornpliati%-*4 lu
<br />work as a non-porow., storm shutter assembly, as per SSTD 12-99 Standard.
<br />,-"��- I` -, * , ....... "".0N.
<br />.r I,,rp,1,S,1 ',. - 5 , 0 1
<br />-� I F. - 1
<br />, � .�
<br />. ,
<br />,
<br />. � . . ::!Ii 6 7 '.
<br />-;X,., :� 1___r ; *
<br />-A. t� * .
<br />___ � �
<br />I �- Si_*-,_�T1A_TM___,-'c_r
<br />% - . �-4
<br />lir 0,T,! � - It .
<br />�t n..1oRI0,1-..',A0
<br />I. ... \1 .
<br />%,"I'st , . - I, 0 0
<br />"I ,Fie,
<br />04,111111111TAW',
<br />— . — - _—, - - __ .-
<br />9YALVAT10h RXtS1RX_NQ_2&_fiU= 3
<br />5, 1101ALLATIOM
<br />ir,stallation sr�ali be perforroW stricT.jy in accordance with details in,,11cated on
<br />8heals 3 thru 8, 12 thru I 6 of 1 8, of Product Evaluation Document (P,E.D.),
<br />drawling No. 20-175. Minimum separation to glass shall be as Indicated on
<br />sheets 3, 6, 13, 14. 1 5, 16 and 18 of I 8, of Product Evaluation Document
<br />(P.E.O.), drawing No. 20-175.
<br />6. MATERIAL. CHAHACIMSTICS AND SPECIFICATIONS;
<br />Shall be strictly in acc,ordance with General Noies and Components indicated oo
<br />&hoct'l and 2 of 18, of Product Evaluation Document W E.D ), drawing No.
<br />20-175.
<br />Am.hoi ti�p*�cifications shall be a.s Indicated on sheet 1 of 1 6 of Prodim*,
<br />EvaluetiCsi Document (P.E.D. �, drawing No. 20-175
<br />7. UNITATIONSLA N-.Q- -CONDITIONS OFVU�;
<br />7.1 ,%iiAll bo strictly in compliance with General Notes No. 1. 8 thru 14, Indicated
<br />on Sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175
<br />preparad by Titleco. Iric. and signwi arid sealed by Waller A. Tillif Jr P E
<br />7.2. PtDdj<,.t shall not be Installcd within HIGHVELOCIT'Y Hl IRRIGP riE ZUNF:�
<br />as Ceffiried on secoun 165,20.2 of the Florida Suildi%I Code
<br />"
<br />i.3 Pfudu,f shall unly be instaliev into poured concrete, ,,oricret,� bi�,(�, ;I0
<br />wv)d f-arne structures
<br />PmdLict Evaluation Pepurt prepared by Walter A Tillit. Jr., P.E (Florida Licenst:
<br />No, 44167), P "_ident ol"I'llteco, Inc. (Florida CA-000671 (I I
<br />Ow" "Ut4C'JIlFH Ff'o
<br />I� A, , T11. � "I's
<br />........... /,lL %
<br />� I -� I/
<br />- .. EN � - ..,I,, %
<br />I;.- __. - . ,.---., . 1 441 , *. I 11
<br />a . .- , 7 1.
<br />-,7,�'. t I
<br />LLL * : * -2
<br />.VAT, I .. . . __ - ,r-
<br />-0. . I
<br />CIE
<br />D I,- C I I S7011M 04.14JO IRVV(-, ,`711 I7, , � '11- K ��-,�.. .0
<br />,
<br />, , 9-
<br />LI -, I 1, 1, C?'� A �4!r' I P F r () 4 , , � , * , ,V
<br />'I I, L HL '(. �1 �1 I '.'I- �'!,Al I-. 14NI .I L
<br />, fl�,,", "as ,
<br />, 'i, "' . I'i; M. ! � F
<br />C'.&VAHUE L .11 . �. 7 .-�
<br />, � . ........ _ A
<br />- ____ ____ ---. _____ ____
<br />EF � IF,
<br />. I
<br />.
<br />. . .
<br />I I
<br />I
<br />I - .
<br />i I
<br />____ -
<br />I I
<br />- __
<br />,
<br />�
<br />�
<br />,��
<br />__ I - I
<br />I
<br />.k
<br />I
<br />!
<br />!
<br />I
<br />I i
<br />I
<br />I
<br />I
<br />- ______
<br />.
<br />. .
<br />!:;
<br />, A I
<br />`_
<br />� I.
<br />I
<br />I
<br />� 11 � .
<br />I ,_Z� S"Ll"4" AS -*L
<br />�
<br />L
<br />�
<br />I I
<br />- . I � . . I
<br />el,
<br />; I
<br />i
<br />": ��
<br />�
<br />�
<br />I
<br />*1
<br />i
<br />- ,
<br />7),M ,�; ? 4 , _. N - - ,;�,
<br />�..
<br />� ��..
<br />I .
<br />i
<br />I
<br />-� , : .i; �),� !
<br />__ ,
<br />- �, .,
<br />:, .11,
<br />I
<br />* I,/ �
<br />.
<br />�
<br />- % " -
<br />V_LAJR T M, A ' ION
<br />__._5__QR__J�__K.LS.1. ,� -A EL
<br />RU ) XXAJ
<br />I
<br />I
<br />�
<br />� r , t S
<br />i
<br />�
<br />�:
<br />: 017-
<br />� `1m,FIP - "� 111'1'�,
<br />". ."
<br />. -
<br />
<br />, . I
<br />. � _ . � _. � �� ","Filli- � - . 1_1 ,
<br />_k ,,IV", _- . - ��'T , " , lvll� , � , _ , , ,
<br />. I � L, - _ - , , - I( __ _��
<br />. 1� � , �L ,
<br />i
<br />1,
<br />- /4' 1 I I
<br />-
<br />\_ - ��;o .TN4
<br />"100 e-H,wo, , -
<br />I
<br />.
<br />I , -Al' I .
<br />...... Ii, � , 4, '!A�
<br />.1 I
<br />I I A
<br />I , � 1 1
<br />; , - - ,
<br />� - . I .
<br />- . ; 112-11_
<br />k�"\,Jr�,
<br />. e - I I 1
<br />.2= I'mot) 1`9
<br />FLURICA flUli.DING COX _(Ili�ih__Vvi"ar Hj,;a,_* 4 - .
<br />1 20 EL S1104 I _
<br />GAGE CALVANIZED STE PANEL f I I�
<br />i
<br />� '�
<br />. ,
<br />�
<br />W w-I
<br />-------- __ , '__j
<br />SEC!l0N_A7_A:
<br />III—
<br />. X
<br />; * . :*
<br />* ;F. ,. �.. F�____
<br />�. " j TATE 0<- - i
<br />� -a 14� r
<br />_ _
<br />" -L
<br />11LIEC01IF
<br />IPInn�
<br />GLOBAL PROTECTION PRODUCTS, LLC I'll,
<br />J
<br />. .. 1. . ----.
<br />t;'P.. I .
<br />* i ______
<br />%01, . .. '. , 11 . I
<br />'.. oF �Ogilil� .-��i`T " 7<V �_, ""I. .. . - 70-!16
<br />, , , �
<br />e .. -1 . �� -
<br />IP ""' I , "N"""`M"" t-"*,
<br />"I'll, 4
<br />?
<br />r_�_ .tIMI=1='.*.!I1
<br />c-OCCIC",
<br />,,
<br />__.. . . . - . .
<br />I , - ; :_ N,
<br />-.. -,,I, . I
<br />- ____
<br />- ___ __ - __ __ --..- __ _ I— ______
<br />o", - - �
<br />... ; ,.H.;rip�
<br />�HP� 1� I ",
<br />11�qw., 11 I ..."
<br />� __u_.F`t�_.:� --'!!!. � -
<br /> I I -, 1,4'. I , . � !
<br />7��_= . I
<br />I I __. �
<br />I - . . - - __ - ____ ---I--- _____ -.---.,.- ____
<br />_____ __ - I . - . . . .. - . ... ___ - - - I- ___ - -1-1
<br />INSTALLA _ ij
<br />..T!Qb! DETAILa_fS�R.__F1GUI,.AR_.PANi �,'_'� 1, & t&,
<br />INT �, 9 - _51RV 1, �: L - - _.__ .
<br />Q EXIS !NG ,-,oURED CONCRETE R r'QNCRETF 8L CK TURLS
<br />_*`
<br />(1)
<br />CD
<br />=
<br />(f)
<br />—
<br />M
<br />(3)
<br />"
<br />-0
<br />>
<br />C-
<br />(-)
<br />L_
<br />(3)
<br />L_
<br />C:)-
<br />r__
<br />_0
<br />0
<br />(:I)
<br />0-
<br />0
<br />"
<br />r-
<br />Cz
<br />-0
<br />n
<br />.
<br />. __
<br />0)
<br />4,`
<br />0
<br />(a)
<br />-or-,
<br />Cf)
<br />a)
<br />-L-f
<br />Q)
<br />-0
<br />0
<br />0
<br />-0
<br />-0
<br />C
<br />0
<br />L_
<br />,
<br />- -
<br />5_
<br />(1)
<br />0
<br />EL
<br />C-_
<br />-9
<br />�z
<br />C__
<br />=
<br />- C)
<br />U_
<br />—
<br />CIO
<br />0
<br />_4__1
<br />M
<br />4-
<br />0
<br />M
<br />>
<br />U)
<br />(3)
<br />L_
<br />_+_
<br />CDL
<br />.
<br />r-
<br />U)
<br />M
<br />0
<br />%+-
<br />M
<br />_6,
<br />cL
<br />�—
<br />-0
<br />. S:-
<br />C/)
<br /><
<br />1�
<br />Al
<br />,
<br />�
<br />r1A
<br />*
<br />rA
<br />it
<br />or,
<br />.- .1 -
<br />- V":,� 14. :'__'T ,,I' ��, . ,,,, !, -
<br />PQUREO COMORM ,I\ Pli POLICED CONCRETE O� 11� I ,:�'. � ,�'. .
<br />I � ,,,�,i I I I 1,
<br />D. coft-litm " DR ;O1 F. � �Ift CONCRI EIL(Or' 3' ".. 26" S �1� (n M
<br />,Z� ,,F�.: �, .A`FC . 111EQUIRLD 1, I IMI, I I I, MI, (0- 041I I 10101.1 - � 7 14 MR, 11 14 ,, �
<br />CIA' . CoNt.0t . I . . - - 0,111 - . "I -
<br />III(— fm w�,I_i - � .11, .1 D.M. ot, .1it'i, " a)
<br />S.W 9) I ___ . I 10 0 - - . 1
<br />I
<br />! 1 -4� - a � .,t a 0 ip . I
<br />I ______ Ilp F I I � I (D (D
<br />I . - _ . � ! � - I � I C_
<br />E -_ M, M 11 � - - I - . � � � I
<br />1: . � : i � ��, I . -,,�r .
<br />I I � : . I�' V U)
<br />I
<br />I 1, I C. 0 . I , I I ! i 11 i ! � , , � i I � .1. 1111
<br />I 1, ; r Al 11 'i ; W�� �
<br />1 � I �,,,,-,- � I
<br />4 ; � ': i , I I - - I I I � '. � 11 1, � 'I r M
<br />� � - i I` L ,, .
<br />- - : I .- M M_._1____ � � , I IF , � : . C! 6
<br />I . ., I 41 11 � I I , i .
<br />I I � 111 * * � , - --,. �l ,., .1 ""', " f & � I >
<br />I - � .", I. lii� . . , I .
<br /> VIFNIFe - : � . 1 . I , I- ='r. . � I I I J.� M I �� ; g I
<br />relf itwom �,._ 1 1 _ I'. 1 4 ,. I � : �
<br />. Met" 9) � . 0
<br />: 4 ; J � I I r - � I
<br />� � � . � ;!, I I I I I I i I 1 1 � 9 "
<br />I - r . M i , 1 �O% �
<br />I J.., I - 1 Q "... - , I � I I , I '), . I. �Ju�� 2 i 0-
<br />.- I , , �,, ,,�, 1. I I ; I ! =7
<br />- 1* � 1014 1 . m' .1 - 5 1 1 1 — -
<br />.11, IKILTS ./ . i I
<br />"'
<br />3/37*� - 0-
<br />* * I . . . � , ".. . � , . . . . .
<br />I � I- "'�� , i ; I
<br />:zzliz,114 . I - , -1 .;,"" I , 9. ! ,_ 1. , I I : 1
<br />I ,MVIL., - . I
<br />i 1, -1 � - i I
<br />I �.
<br />i � . I 1 4 - I I I ; � I 0
<br />I ; �'* M I � � � . I <
<br />. I . , � - - . , ,_ -L-M . ---I- � ! t �,
<br />� I i a I � f), P, _ - 0 ___ - - - ,-,.It I_. -.__4_:_� =
<br />� . � . I - , � /\f , 2
<br />' SOM LFFF,F� I I I f", . , �'11. .1 I N, I - : ,
<br />,
<br />' - Virtual Revi w C
<br />-XV, ,7.1-, i � OP %, 4 - I . I ... D.IF . 0 0
<br />. __.__.,__ I Assist, Inc.
<br />., � , I r , I (D =
<br />I t I I "I ANCHORS FOR C(MCR 1 !,. ! � , ,
<br />I : � � I ___� : � � I FOR WOOD u''.0 '"' "L `j! " Plans Review com3le ed and appir ved C -0
<br />� I J'�#--�,,'.Q i.1 - I I I 11 � -
<br />: .11r,�;� '. 1_WLAR STORM , I. &,14 , or compliance with tie 0020 FBC 7th dition
<br />� 0 P. I P�". E; - ,. � _Euwil
<br />I ��Al * 12 . A I I.. � . '
<br />I
<br />. . i 0
<br />� 1 ; , � � 64 F.C- � . I I 1 w JY.Debra Anna K ahr PX2300 I_
<br />iI P_ - I I ; - , f �C' , '.. , , , . el$ I— 0MVAP � ' I, I I" .V.FFT "'L;. IA - �-
<br />__1 I � wi -,/.,/�, -,�,�. � ." "� IIIII, __ .- I �. __ I 1, I . I III M O.-
<br />- CIC ./,o /-",, /--,\ � 1, . � �
<br />t 0 f2 L�7 !t Wll� . , "'FIC _ --/"'*I,- , - , I �
<br />� . . _. ISEX SIHI 0. . ', . .
<br />�� �. V-CG1VFCF Fill S) � , , 4, 0 a)
<br />lip" STW ,� -, ,<_IV.z 0.
<br />! SHM " 1,01,4113D Co"C"M CA �-, �'_'TIQh_A=A_C1yj�J U)
<br />ODWIN11, 11,0CP I , 4 3/32'-I'
<br />PWREJ co"Com C ='k III �, I. %,,�..-"
<br />COWJ" BLOCK ftwimw " (13
<br />wo..ED
<br />Q1BfM_ANk_WAL1I_W_v1.4-!1 DIRECT A RTIK DIR�ST. !`F!..�1,.."i1.t'!r; co
<br />I 1N.S.IALLATIgh! "
<br />affiWy SECTION 9 ,�, 90 '_Q
<br />SC, . . , �
<br />_E 3"'J." 9CAU 3115.,- "'.6i'lo.",
<br />*�" A r %, I = LU
<br />* .. ........ �1. . , '15
<br />" I .-* ... I FLORIDA BUILDING CODE (High V0106 I ur, ca,4 z'')
<br />.� - - , E N,�, I _
<br />- I - __ z .. I .. : L� .nw, W '7-20 GAGE GALVANIZED SMEL 5 <
<br />_-
<br />.� - 11 � ", -,I � T "Q i 0 F 5 L 11PN5 z . ,4(), 44167 '. -r . . .. ------- =
<br />E.D - EI ;1 "ASTANCE � 1 *; * ,;_,A;A.L- - --,,.. - I - 107�241*0�. 1 I
<br />.
<br />— —
<br />(S6 �ILI�L. I T(�P a 90TI0m NFC;,'1' ", -
<br />! r,`LFI4IN',t) I,F ANY wAl 10 I,11 ', -ILTE
<br />SHW W _ I
<br />__-, - > 1_ .,`_k,nN
<br />- __J
<br /> -1-1 - ____
<br />S . ' -
<br />� ; .- .� ,, ,,I' '1i' . �: 17 ,�,
<br />� r� 4� .., A, !T, :1- �'. ..
<br />�
<br />I " .1
<br />" I .
<br />" - , 1 " , " I "
<br />,,, ;�,I, , , , '11�'
<br />11�', ", k,
<br />-
<br />I i .'� � ,;;� - . -
<br />-1
<br />___ - _ 1. - I - _____ - . -
<br />I
<br />.
<br />-
<br />
<br />11
<br />I C Or'.. I
<br />____�
<br />* gw- ,*--,
<br />_214. — v
<br />- � - I
<br />, -1
<br />_a,,,I
<br />_YOFF ,, tti� -
<br />P,F
<br />Raft. F. IF ,
<br />GLOBAL PROTECTION PRODVC7S 11C i I
<br />- 1. " II-W
<br />It� 1� 3"" I -
<br />0,04 (M�Nov �, 0. F., ON � I N r I _10 I?"
<br />I;;;_T___ ��, -
<br />- --- -,: - -1 � I � �
<br />__T -
<br />� . I. -! �
<br />- 7, n, :44 i!?±:_- , V , '. ,
<br />I ! ! .
<br />I
<br />.------..-,- _
<br />=
<br /><
<br />I
<br />12_
<br />— .,
<br />SHEET NO,
<br />SH 1.0.
<br />
|