|
,��
<br />-
<br />/T_____iL1__1ECI%Ms`dM N14CN
<br />__ TILLIT TESTING IS ENGINEERING COMMW
<br />I .,---.--.,, I.--- - __ —
<br />WAT TRIP A. TTLLEr. JR.; F.E,
<br />, WtcGn@aCLQOM
<br />FLPls,L*,I4T,r
<br />,, C I Ll NI. 00667 19
<br />PRODUCT EY—ALU ION Rr
<br />WORT
<br />REPORT NO.: 20-0728.01
<br />DATE:
<br />July 28, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATEOORY-
<br />Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: QlQbali �rlpr � I
<br />4800 S.W. 51 Street
<br />Davie, FlerdaS3314
<br />1. PUR"O E OF EVALUATION,
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chaptor No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Rogulattlion.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />at least equivalferitto that required by the Code.
<br />This Product Evaluation Report shall be subject to rovfew and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2- _F__V1DKNQ_E_8M5M1TTED-
<br />2_,1_ PROD-U-0-EVAUATION DOCUMENT .E.D *
<br />_(P IL
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tiltsco, Inc,; signed and seated by Walter A.
<br />Til lit, Jr., P, E.; dated 0712812020. This drawing Is an integral part ci,� INS
<br />Evaluation Report, _"A",I't,il, ""'I'l
<br />No� 44167 ".
<br />I
<br />_* .
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -
<br />ER0D_UfJ_01 I'll 11-ALTION MPQR�r NOL-20-i 2
<br />2a. —TEST.-RF,PORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 06-569 dated 08/09/1 996, #96-570 dated 09118/199,6,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/0$11998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219,01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Haftem, RE,
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc.. dated March 13, 2009,
<br />signed and sealed by Frank Grate. P.E.
<br />2 _3STRUCTURAL ENGINEERING CALCUL&TIQW:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length Va. design
<br />Wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />dated 11 103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P_ E.
<br />I�M���ESI TANE.�
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WND LOADS RESMTANM�
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14,15,
<br />16,19I 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />1
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9I 10, 11,
<br />14, 15,17,18, 19,20 25 and 26 of26, of Product Evaluation Oocument(P.E.D,),
<br />drawing No. 20-176.
<br />_5,1NSTA_L,L_ATj9w.
<br />Installation shall be performed strictly in accordance With details indicated on
<br />sheets 3 thru 7, 10 thru 20,23,24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-i76. Minin'111171 separation to glass shall be as
<br />indicated on sheets 8,14,16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />,kJkIIIILIiIt,N,',
<br />Okk N TQ4 No
<br />.0 �,�� . � �. 1! I � 01 "N,
<br />I L ,
<br />,,;� 1, � I 4,0, I�,
<br />-V, ,i�� ' . .
<br />-, ,z�it:j� ., ,�ZENS�p`%�
<br />, , �',' , -- � _ - - , , _ *. , -S.
<br />-,,___
<br />::3:7 - , '-4 167 -
<br />1 ��7___ LL I— , S
<br />__X � — 11 * r-
<br />- I �
<br />I ,.r/� " Z �, * I =
<br />. 4 / I - _q:.. 5 iATE OF �!,,Tf
<br />`� 'O " "iORI�37` �--'�\- e-
<br />,� �-e " - �. "46;'p,
<br />,�,, .., "
<br />" 08/04 - " *� N
<br />, � � - �: ,,*'
<br />I 0,11NMIllmil"1�110
<br />I I
<br />____1
<br />F
<br />GEN R&_N=-. U 3) IN CASE THAT PRLC4,ST VONE, CR PRECAST CONIACTE RANCI.S, SaXsn 01 WCOP SQ0AU$ RE P0, NO ON T4(
<br />, ,
<br />tMMXLE"JWLXAlMNZMJMM_VA%"%16Q0 EY15PRI, WALL. ANCHORS SHALL RE LONG EWNOH To RW�k ILE MAIN STRUCTURE BEHIND SUCH PAkEt_1,.
<br />I
<br />1 -STORM PANtl SHOIVM ON !HIS PROUCT EVALUAIPON OCOUMENT MI C,D ) kMS BEEN VERRIEF FOR COMPLIANCE ,N AKPQRskGf SHALL RE AS MIJunsVED, TH 9,I) AND IN 8,2).
<br />ACCOODANCC WITH THE 420 (7th ENTION) OF T44E FLORIDA BUaDfNt CODE. LQ MLX!E1WQ -lim-AWN. 04rflr1!11M0)�1 __"� Q.0 _", �
<br />DfISJON ARNO LOAOS SOA4 BE OETERfAAMED AS " SECTION 100 OF THE AEILW MMr,oNED CODE. 1/4-0 TAPCON A,41�4109S, 4 W-NUFACTURED BY 1,7,W �16,DEX, WC
<br />FOR '�E
<br />I k WiLm SPEED AS MrWITED ay THE JURNOPUTINU WHETTIS THESE SHRMERS� VyL, AS INSTAUSD AVIS - Ou4-10 PANEUBITE FQB , W AN' PAWELMATC PLUE, ANCHORS, AS W14UFACTUKD 9, FLOF, CONE'IsUC11CH PRODOCI$1
<br />- , 10 41412 SIDR-riIIs PER NO.S.
<br />'Ce A Of"ECTS"N"M FAC'FUR Kd�()B_A.VS04C ASCt 1-16 AND SstsU NOT EXCEEV THE MAyUM M,D)
<br />DESIGN PRESSURE RANKS INDICATED 04 STFMS I THRU 12. 14, 1!L If, 19 A 2Q� - ��Ilfile � ,1/8* WOOD W-114M, ,'-' OfSTRIBUTED SY ALL POINT SCREW, BOLT & SPI-ILALT'l GO
<br />it, rROER TO V!ATPf THE ABOVE =3409TON, HLTHAFTE OMG- WIND LOAD' , DETERMINED REM ASIM 7-16 - I� MIT41 UM rARWLD PENETRATION IWO WOOD OF lArCON ANCHORS SHALL BE 1 1/7- A ?- CO TE P 5
<br />SHALL OF FIRST RFITLICED V A.C.D. LIEV40 W940 LOVIDS BY OULTIPLYIND THEM RV 01 6 IN ORDEN TO , " A4, FOR Es. FANELVA LU
<br />OWPARE 'RESS ,V" MM (A-Sa) "ON PRIESSURP RATINGS IN04CAM ON 5NECIS 7 B,IRU 17, IA, �R, 16, 19 & 20 AND PANCE)AALE FEMA�j 04
<br />-10 VERIFY TWI ANCHORS ON T`dS FEA0J AS TESTED W07E Nor OVER STFRESStO, A 31% INCRCISt IN ALL C.2) MINIMUM 1HREADED PENETRATION OF LAG SCIRCIV, INTO THE WOOD FRALIE UNI! SHALL SE � 1/2- NO NREADED
<br />LN ORIDEP. O.AaUE ACNETAcJ ION ]MID STUCCO SMALL RE CONSIDERED 41 PART DF THTL REWkIeD TsAsCADED FrUCTRAI'LoN
<br />STRM 'of' "40 LOAGS WAS �M USED 10 THEA ANALYSIS FASICNERS SPA04 10 VIO00 HAS BEEN DETERMINED IN
<br />ACCOROANCE WITH, NOS, 1016 c -3) NAINIMW F:W DWAKCS OF LAr %RCW5� iNTO wODO SHALL BE As INDichm, IN r,rS aNANW,
<br />ST01JR0 PAMM'S AUE04ACY FOP IMPACT AND WIND REGSTANCE TIAS HUN VDANTIM IN ACCORDANCE MIN IrCHON TtZ6 OF
<br />THE Asmc WEACHONrit CoOt As PER SURRICANE FNEIINEEPINIC & TMIHO RLc, REPcRnS "_Eeq� 96-670 A, 96-T30, AND t 4) MNynM 4"CAICIPATIUM Of- WOOD SVEHW, SHALL SE Slar I/0 0-20 scv)Iss USED SNAIJ RE, I 1/2, I�IoNj vIMMUv
<br />FEWESIRArION TESTINC, LAB -X, REPORTS #2032 & #2326 . AS PROTOCOLS TAS-201, TAS-202, AND TAS-203� SHOULD 111,000 cxt-S7 AND I* MINWOM FOP. WALLS WITH NO stuccv,
<br />I
<br />AS AM AS AMERICAN TEST IAa Of SOU114 FLORIDA REPORT 0071V.OT-W, AS PER TAS ��O% TAB 207 AND
<br />WAS _ STANDARDS. �� 5) IN CASt TITTAT, PREc.kS" STONE, OR PWOAST CONCRETE PANELS, STUCCO OR WOOO WARDS OF F0041 ON THE EFAST,s`4
<br />2O2
<br />WALL, ANCHORS SHALL BE LONC ENOUGH YO PEACH THE MIN STRUCK OWN0 SUCH PANELS
<br />7� ALL ALUMINUM _01M,051OLO TO RE 600-" ALI-BY AND TEMPER, (IJULWE OtMiNeTSE, NOTER) SEE SHE�F 2 ANCNOIBICE SHALL BE A15 MMMONfe IN tj)l r123 a C,A)
<br />I AU� �LUMIKOAA 54�f_lt METAL USED AT CLUKS SHALL HAVE �$05--Hh,l ALLOY, l0) ANCHORS SHO- RE INSTAU FFI FOI-LOWLPic ALL OF INE FECOMMENWITONS -INO SPECsFICATIONS; Or THE Aw"HOR's MANUFACTIVER
<br />I
<br />A ALL StELL SHEET METAL PAWI-S SHAU kA%W- STILLIMRAL OUNITI 4_7M. AWN A-0,1 GRAO�' ,SO WMMULL U-60
<br />OALVMMFlT STEEL CESIGNATION WM. OS5 .1 �AFIER RDLLW)� is PANELS MAY ALSO BE INSTAItD WRIZOLRAW F011,01PN6 tLCITALAAWN OEVIA-S SHOWN ON StCHQN 3 H�RQUG4 10 (SKEoS 4
<br />INPOILOW 1L) EXCEPT THAT HLAIDERS (D 61 Q) SK4,L NOT RE USFIT
<br />�, ALL SCREVIS It) K �TNNLFSS STEEL )04 OF' Mt AISI SERIES OR COARQ"N RESRFrAW COATED CARBON _�,CEL A$ PER 9 IT SHALL 8�� THE PIESPONSIBEXTY OF' tK C,WRKMR 10 VERIFY THE 3PUNINIM OF THE i�TNUCTIJPE WHER-C _1PF.N7M IS TO K
<br />YIN 50018 W/,50 s.i YIELD STAITIBIP A40 90 44 TENSILE S7RENGTH & SHAU CoNPLY IAJ FJ,OP,DA SULJANO COOT,
<br />AITAC14L`0 TO INSURE PROPER ANCHDRAVE THI!� 5HU17ER $,HAJ, OT41Y BE A1TAQHED To CONCAM_ EXOCK OR WOCLO MWE
<br />SECTION 2.Ti , .314 PRARIWIS,
<br />a BOLTS 7D RE ASHM A-M7 GALVANZ0 STEEL, OR PST 3ol SERTEC STAINLESS MUL, WITR 416 �-i WILMUM �OELP
<br />STRENGTH, 10 WO REGOLAP STORM PANU Nins LEWINs. 9,tR W-6 THITWIP4 12'4�� AS PER litCHUNI5 5. 4, 9 & In AND ALTERNAWLS BW�
<br />1 ANCLIORS TO WALL SH&J OF AS FOLLOWS " & IOW ON SHEM !L A & Q AEEPECVVEL'-� SFMIA HAVE A '�EQfIXX AND READILY VtS6LE wtoossa iNSTRINING a^ER OR
<br />TCNMT TO 7V-tURE PANELS VO4 APPLICABLE ts,EkWOROEMENT DURING, PERIODS OF ILIFIR4CARE WARNHO
<br />(A) 1QTQq LAIL ON _U 11 INS Its,TALLATION COWRACTOk �S TO SLAVCAULN ALL SIlLF17ER rOhlrQUENT EMCS ANICH REMMN IN CTINPHLOUS WITTACT WITIL,
<br />- ' 'gi`W
<br />;4a 9RASEMANVOCTURED
<br />/41 TAFXM , BUILDIPIc To
<br />OT' ; T.W BIAL00, INC HA, I*3192 P-) RE PRCVENT WiNO/RAN RITRUSION
<br />. �/4' ;�WW ANCHORS, Es MANLIF97URM By CEN&T INC (HIM, I'DOW p.)
<br />- ,
<br />%�iI7/8
<br />- /�4"% X SOUD-SET ANC�M, AS DISTPIFUTED BY ALL POW SCREW, SOLT & SPECIALTY ?:I,' '2 SIORM PANIO, INSTALLATION SHALL COMPLY WsTH SPECS INDICATED 44 INS DRAWING PLUS ANT? WtLO�NG ANO, ZONING RESULVILONS
<br />(M- f'1000 P'.'O FIRWOED By 'HE 10RIED.CM04 WHERE PERNIT IS APPLW.0 TO
<br />- it , -10 PANFINATE FEMALE 0 & PANEIMATE t'LUS ANCNORS� AS MANUFACrUMCD BY ELCO CONSM)tTION PPOWCTS, T � (4) THIS MiDOLIT3 EVALUATION 00CUMENT LP ELI,) F'ResM,RED 13Y -,IIS ENW4UR !S GENERIC MO OCES W 4RITIVOL INI-OHIM41ON
<br />�Ncl s'_3350 P.,Q
<br />POP A M SPECIFIC PPOJE�_, �, WHERE THE SHE CONDMONTs OEWTE FNGM TH& PED
<br />- 11, `4 CF TAP -CAP AACHOR5� AS IMNIAKMILINDI Lr TRU-1AST, CORPORATION (f'3600 P�)
<br />A 1) M M ClAgEO-0t OF TARCON ANCHORS tWO POURED CONCRETE SHALL BE 5 114-� (b) CONTRACTOR TO SIC R,5POR5HILf FOR INC SECECTTON. PURCHASE AND M4MALtAT" M-UNK9 OFT SAIT-i, Of TkIs PROMICT
<br />"No' 2' FOR PANELVARE a-VAtf aksErt ON "� P,FO� "�Cmtxtt sir/5RE: DOES Nor OeARFE FROM THC rpuarischs RCTAL,ED I" THr. WcuMETA
<br />4 AND P4NE94TE OWE AND 1 1/4- FOR CF TAP GRIP ANCHORS Z�ONS�90"Oh SAFETY 4T SITE IS THE CONTRACTOR'5 qESPOKSLISRITY,
<br />, OUM CONC V . � 4 L
<br />A;?) CAK-PI ,E ScOO--SEL, AW.1404S SHALL fit EMECODfLI 7/9* MF0 THE P A Z NO risituAV5N, MID (-) PIC, P7QQQCT EVALUATION DINCAsMENT ftx BE CONSIDERED INIAAW IF MOCILOO.
<br />-TUCCO SHALL PF PCRUTTED,
<br />� 11�_ 0-20 50"S USED SHALL BE I L/V LONIC; MINIMUM SHOULD STUCCO "IGT,
<br />mc, ,' ,NW#uM FOR PALLS *mTH No Eturco, AND ARsy 9s, mWEIT SP!IERs OR 4L rNWJ.IED RCRM W/o HE_n Ld � SITE SPECIFIC PROJECTS 51IML BE PREPARED BY A PLORIDA KGRSTEREP ENGINEER OF ARCHITECT ,40*CN MLL BECOME F,K;
<br />8111 018 "M5 MUTE �ENOINCER Or REEORD (E,O,R,) 'MR THE PRMC`L AND ALHO 'KILL Br RESPONSIBLE FOR, THE
<br />PROPER USE OF THE P,En. ENGANEER Or RECORD, ACTENC AS A DELIR"TOD fNGTHECA TO THE
<br />A 3) 4N CARE '�W� 1*40,7 5TIONE. PRFCAS" CONCRETE PANELS, PAVERS, STUCCO OR VOOD BOARDS RE �-OUNO ON THIF P � C 0 ENGINEER, $IVILL. SUBMIT 10 THIS LAF?ER INE OTC SPLCnc, ONAVANCS FOR Rnlm
<br />rVMNC WALL OR FLOOR. ANCIAORS SHALL BE ION IXIGH EACH UGH
<br />, I; Iff TO 0, , THE NLNN SNIOCTURE BEHIND S .
<br />qsr"Sw
<br />PANEL E (e) INS RE,& SHALL OEM THE DATE AND ORIDJN& REk AW SiShkTURE OF list P. i - , KA,L
<br />� Lts ANCMORAG SPAL A AS VENnONED M A I) AND cl A.Z),
<br />ENGINEER H� RECORD THAT PREPARED IT
<br />LIT) in-JUN.101fi-I� l�--cl-L-W.1-6,A,.-A�,�4�-f---9.9
<br />- :/A� 0 TAPOOM ANCHORS AS MANUFACIORED 0� 1, I, w sumOff" INCI I4 S�VFPEP MANt-WACTUREWS IASE� 5KQ_L SE LOCATED ON A READILY VISIBLE I OCATION AT STORM
<br />PANEL SHVITEr 1-4 ACCORD&NCE eFAI SIE-11011 T709,9 3 O� FLDRW AMONG COPE, ONE LAM
<br />- /4, IF 1 71b* GALXIN AN(WITS, AS MARLOFAMIR60. (I' DEWALT INC (MIN. (`LSOO p� SHALL BE PMED fCP EVINY OPENING. LAOPAMIG TO COUPILT WITH SECTION s,Dq,S 2 OF ,NF
<br />- 1/, '0 . 4, SCITIO-SET ARCMORE� AS 08STRSJTM BY AA_ POINI, 5CREW, SOLT & SPECALI� DO, ILURRIA BUILDING CME
<br />J/
<br />- I It#**, 4'_1800 P'.Q S-CIMiCNa WILL ONLY a, =111.
<br />14-10 RANELIBUIT FILMIsf 10 ANQ PANEIVATE PLUS ANC+u)RS. AS IMINVITACTUAto BV ELECT 4ONSTRUGRON
<br />I IN
<br />1040ft" OBTAIN PERMOS IN THE STATE A
<br />PROMC1% IMN I'tw"71 v�,,) W"Toi 11,40
<br />- 1/4 I IT, TAP-CRIP ANCHORS. AS MANUVACTsIR90 BY TRV-47AGI CORPORATION wl�ffi A 114� f4,,
<br />1p,v_ ,;
<br /> - ,_/V.14,
<br />. I, �_
<br />SLT) M"J"kim EMBECAV410 W TAPION A%Cltok$� rtc/0 PAMEL"IES A%Q Pf TskIT-194P ANCHOR, IRO I"E CoNO, ',��C� Z,'�_V,:�� � � 6" FLORIDA BUILDING CODE (PILigh Velocity H., Won. Zone)
<br />- ____
<br />�_-; f �, � 1 _____1____ I I-
<br />SLOov Litof s"A&L W I F/�', _$ : I` � .. I.XNA K_. 'K 20 GAGE GALVANIZED STEEL STORM PAREL I,P
<br />OIL 4157 1 i """�
<br />9.2, TTALA-HI & SOLID-5ET ANCHORS �MIAV_ K ELASEWCO 1/4' INTO THE COW.RFTE Eil,WK UN7 PC
<br />I rRI1 . S — —
<br />,
<br />f, LONC UlAiMom M I 4 _ - , -,
<br />INTO STOCCO SHALL %A PFFMIMM, ��4' 20 SCREWS USSR SITNI BE I 111� ;;;;��, -_ P"�
<br />1--mil. ,r"itea.. �_, — " GLOBAL PROTECTION PARODUM, LLO,
<br />CIQ57�1 AALO I" MINNUR, FOP MOLLS Mr., No P=m , ", T, I
<br />-
<br />- STA TIMECO... I
<br />- ,
<br />P, T UP I - — NLtA o. �� $.W
<br />. ,,"6" r1a ,virm _*1W.Up"" aw-1 ON"C' H, �31�
<br />f� -,*,. �W,t,_,v, I, .- Au"', .`,,`ANI_,4,AA, 0,,NNU,_s, ...
<br />- INsl_ '1 tgm-, — ��'.�__A;w —
<br />, T, , '_ ` CA O"Ito - - I _�
<br />]:..-.:-, 1:1_�1!7
<br />00tzt
<br />6., 11 -
<br />, 1�11�1:_FMH � =_42-
<br />.- �, &R5T_
<br />. _
<br />W -
<br />, "' rLMR, - i ,I,6 � 1 -
<br />-
<br />I RXIAa_ - ZI I ��
<br />1��.
<br />I
<br />DWIDu LnL","1WEEEPQU1_NQ_1A.#MW
<br />3
<br />6. MATERIIAL CHARACTIERISTMSAND, PECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P,E,D,), drawing No. 20-17&
<br />7.,,,,LIMITATIONS AND CONDITIOWD"Y E,
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thrul 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E.
<br />7.2, Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be installed Into poured concrate,,concrete block, and
<br />wood "me structures.
<br />Product Evaluation Report prepared by Walter A� Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilieco, Inc, (Florida CA-0006719).
<br />VVATU.L
<br />[);� TILT ECO ADMON RECORDS � P. E. REPORT.2b s; GLOBAL PROTECTION PRODUCTS, LLC t 200AGE
<br />GALVANIZED 5TELL,,TORM PANELk DRWG*2G--T7Sk REPQ042"710.01
<br /> -1
<br />�A& _Mm� I I I
<br />; 11 - -
<br />11
<br />mm- _
<br />.
<br />WALURA. TIL11T, nL, RE� I tilleco@W!'couL
<br />MDUCT. YALVA11QN__REE0_RT FLPIT Li_"V� "i6,
<br />till-k � N.- ORLT, 9
<br />REPORTNO.;
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY!
<br />Shutters
<br />PRODUCT SUB -CATEGORY-
<br />Storm Panels
<br />PRODUCT NAME;
<br />z4 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />raliatial P I I LLC
<br />48M S,W. 51 Street
<br />OBvI Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. 7111it, Jr,, P.S. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />This, product Is being issued an Evaluation Report as described herein, and has
<br />, I I I
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is forthe purpose intended
<br />atJoast equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITT
<br />24-.PRODUCT EVALUATION DOCUMENT (P.E,D,,)
<br />Drawing No, 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr,, P.E,; dated 0112W2020. This drawing is an intego�t�'O,&Q,is
<br />Evaluation Report. �,P'k , , W;��
<br />1, - 'K� I � I !Ot 1.
<br />�' - �;I, IZ-_y-'t. ,,
<br />_,_7,5;� - L
<br />_
<br />_ y_ ' �;7Z____� _.� '�
<br />,
<br />--�nnj_�---�- �14-4167 I.,
<br />I
<br />-
<br />__� AIIPP4�* A,;, � J - .1
<br />,
<br />I . In I -
<br />!�--",0-",-!1tORl0,
<br />I " I
<br />""
<br />6355NX 36thStre,ei Suite 505, Miami, Florida 33166 - Phone: (305) 871-Nf��4%
<br />.C-QMPONENTS FOR REGULAR & LIFE SAFETY STORM PAR=
<br />______1
<br />(SCALE 1/2-11
<br /> - I 11-- -1 111.
<br /> - � - I- -- --- -11 � � - - - 15, I es. W,& YOM)� ' - --- � - I I I 11- _111 � � I - � 1. - I __ I I., .1 __._� �_ - , - - -,---,-- -- - -5"Ve
<br />�TOTAL e0TN)_ __ -_____,_11,
<br />I
<br />r � - __ ____
<br />______ __1 __ __ - - 12�50Q, rOTsCCT%T� WMtN)-- -, ----- --- _ - , - ,------- ! �
<br />I I
<br />t
<br />I _ - -
<br />! - I 1,3?c -
<br />� "', ; I 11
<br />,
<br />,
<br />__ " _ __ I -1 ___, I � I - ___
<br />I , � - ,4 1/4 . , j
<br />�L3!W - � -- 1, "PO, ", 00 I i
<br />i I - �1 ,� 1 '150'
<br />c ; , - ---I,. , ",
<br />�k
<br />___6.2w� _1 11__.______ 1 e I
<br />: ;,,��,'.�w
<br />ooe WN, HNICK ,I�3w-,X "
<br />I
<br />�
<br />I I . I I
<br />,
<br />- - ,
<br />1, �: �
<br />-1 -, U1
<br />t- - -+- , -1
<br />I le� !�_� I
<br />�_Ar,k '�
<br />_�',
<br />I I'll '1� " �. -
<br />1 _161,1� 1 � J-�,!'-�,,','
<br />� QALVMQfX STEEL
<br />1�_ , f- - - -;j-k; , ,
<br />__ 1\ / ow- '11, I � :�6a,
<br />11, � ion- I 1, I PSTM A-M dy . � �
<br />eatal Afell 1,41`9 __ �_`, �- Re _ I
<br />I "I I IRTE 60
<br />2-w* ,,� 0 � ,1k, .Rsr ,
<br />__ 11 ,:�
<br />CALVANNEL'i .111�1 " . r Wk_ j
<br />, I - za?v �Ip� 1 ,
<br />2. OPW -
<br />*� 1 .ED TYP
<br />- lem
<br />i- EDRE
<br />L, _1�0-1, A
<br />----- ---- � - - - . I 1_____
<br />A"Im �-651 ,Z -A -7
<br />-
<br />\ \ GRACE 1-4 mudolm N., / As 1 V711 ."I memsim , - ;
<br />W,W I 11-111, I . �!
<br />R_63 oky. I EWE , !�
<br />\ > 4816 \ / -,I:W. A
<br />I " � ,,� � _,T/�,��,,
<br />L___� ,
<br />_111T ,I_� - � __1 I - � I 11 - , � - - I - I - � - - �N
<br />I - ,-T ",ee-.1
<br />rL,
<br />� ,
<br />I I r .
<br />-, ,-.--
<br />.3w
<br />__ - ____--&2W-------------
<br />T SMRM-MEL 4
<br />0D. 2M PANEL
<br />,�
<br />, 2,187*, - --
<br />,--� - � I -�,_ %.
<br />"z " I_ - I, ------ 11-1 - 2.urs� - - _1
<br />I
<br />Ns�R ONO JUP ,1 I 11
<br />-- "
<br />W/ t� Emr, - �, 1,
<br />15, " 1,
<br />��,
<br />It
<br />�'. - 1, _"EIO, I - If 11251
<br />1, I I 1 1.2507 im -9, - _� -
<br />AW 1
<br />_;� ! - __L_:i__2n_3 --- I I -
<br />r-r—
<br />-_ 1 /Ir-10, AN_Z()� A217
<br />I.1?5 S&I SUPER, .0043 �
<br />"' ,1:IQ - - , W _� ,-n% -
<br />, � SIS. Sm � An I ,
<br />- i 5-S StUD RIMSM ., - 1.
<br />- , I,-
<br />�'
<br />I - _
<br />-� ,,,,�' - I
<br />I -
<br />"", I ,
<br />- �m I To r to AN= a I
<br /># � � f , o A �
<br />i I W
<br />r-stow " 11 s � , i . I � 1 2 C. 12 -I/.-- 0 c I Irl I �
<br />� I I
<br />� -` -"* Ame- 1100 . 7.1 i 4 , 1 6'. 5 1 60- , � __] ! 1 1,5 1 ev,
<br />,� _09-%*
<br />, . I . Z 1.
<br />>,
<br />, " ':-" - !L375- .0ey - 10931 1 , � - Lr
<br />,-,, -
<br />; I I
<br />,��-,k'_', I - r os�: I I
<br />,
<br />"IB-1,501 ��, 1 2 1;V i
<br />�
<br />I ,". =
<br />em I 1, SM, � , CICT'All, t
<br />I
<br />I HEM , ,
<br />WA,�_ �
<br />/
<br />a P� IvS�r � �
<br />� I _ -
<br />,=- -, ! I— 'L � . - - _______"1
<br />— , 1 ,?5,
<br />1�_ - 4 I
<br />_1W_
<br />_Iti!7�L`j ,, � __ ,_ _)
<br />r
<br />I L .
<br />i I
<br />, I . i
<br />__ 1_1_._., 5 1ssN'_____
<br />,%-2',-'J ,
<br />I __,�. , J
<br />!n4- R.
<br />I I I
<br />- -I'Sw* - - _=�_l
<br />I
<br />§9MEUU0_VDKJ=&L_A
<br />, all) - ,:,<�
<br />SIT' -A, --ZDQO`-- --
<br /> 2 --
<br />POUNDED CORNEA
<br />r ,OW
<br />A,04,'
<br />0 E340S Of PANECS , 19,
<br />ED UP W1 HEMMED EXE.
<br />(�) !e-REAM (�) viffAm (�) AN= (4
<br />ANIAL WM SrUV # AN= WITH
<br />(i,L-,S)
<br />RUTI&W-019
<br />I __ - _'_J VAM
<br />� I M DET,
<br />I ,/14 4, V14
<br />� — = - r�j
<br />� I
<br />I I I
<br />. �
<br />I j
<br />� �
<br />� I
<br />1 1
<br />;
<br />1374,
<br />.-344' T'Al lop EM - - , - �3741 .
<br />_ a "Is -- ,
<br />� '� - L --
<br />1 I 2lqo� .. I ,
<br />__ _ ___ I , V PAN14. f i , � I '-' � __
<br />� . t� ��, ,tn*
<br />r __ __ � - TA-I;j�
<br />t - ..,;"1',_1,.,3_.,y,,_� r , T#-- , --I -f f- - ��i --- 1. *
<br />, , "! �5� , 1-14
<br />�
<br />1.4oncel- ', ,I .3� Is � c.", , I _��o�655 . I TW'
<br />I - - 7 , 67 I- F 1=1 1
<br />1 -(- -t � 7 I , ''I � I
<br /> I - 1 I I , -
<br />I , I 1 , 1.67 11
<br />-,muo,-
<br />�
<br />-1 �T`w
<br />L - SFASS
<br />TM TO
<br />, /2-64,
<br />� I
<br />_jQ"T0%;%
<br />I, -.- '390, 1 I.SA��
<br />I_ " - � _4 � ... 1 1 063.
<br />I , - ;0531 i %. I 015-
<br />\
<br />C NEI
<br />�
<br />I _,So�
<br />I COLN PMEL C.EMAR
<br />L�_" .
<br />I—— �
<br />1957'
<br />� ,'I
<br />� :Bii� -`
<br />t � K, M." L I L-i__ I 11 '0801 t___ "
<br />1
<br />, �
<br />7.=,
<br />1, -_ -, -
<br />- 2,DW'--- - -fT,F.)
<br />T KEY ROLE WASHER �� ____� /
<br />�
<br />- - "'
<br />G —, (�) _ora&Q&A"" (4 /a* *r IMM
<br />I
<br />(?) Rig ellAM
<br />I �
<br />�
<br />i -
<br />� IN, 15' 10111G
<br />:
<br />� [
<br />�
<br />I
<br />I%Q34I, LM.0 , �W,4T _(_
<br />GAQ_VANAEG STEEL , I II - K 0A,HMN"Nss
<br />,
<br />, ,��44'!_
<br />� -11, - _� 'P, ilt, P, T1 e"`�,
<br />�, � N� �r_:,,
<br />� r I ,
<br />,
<br />, I - ��//
<br />- , , ,
<br />I , - - - - - -,- N"�.
<br />� , \ ! / 6 .
<br />i ---. I- t.063- /-*r,,', ,EN& -,
<br />11 . y & % � . �
<br />I I y'", y \ .
<br />7i5*it, 1 , , -. IS'S, �. �� I , . "'
<br />-3 I I . 8 ' 1
<br />Z
<br />WI1H_=Q
<br />�
<br />, - _J ,lf
<br />?__ - �_ , � No, 44167 k -
<br />I �� —
<br />� 2�7-51 *0 11 - . -*=
<br />�� � , . �
<br />=
<br />!I r
<br />I �
<br />L==
<br />, I C_ -1- I
<br />, l *, * . -S
<br />= .
<br />FLORIDA SuilLOING CODE (High Vokicay HuMcono Zone)
<br />1 _4!
<br />t 50'
<br />,-,,
<br />I � I ,
<br />, ,V,_ � . WTE Of ARM XTUNI, W_ �_
<br />. . . . . I � - g- WMAL, "
<br />I - I 7- 'L Vb MNG NUT PAH S, 1, I .1
<br />ft C NICKEL �
<br />12- - u5is ,
<br />— _______nt --- F"
<br />20 GAGE GALVANUrED STEEL STORM DRIPS VV7
<br />_ ,
<br />__2.RDC'--_� I
<br />. � ,
<br />% io% Al C, cii,.X 11 __
<br />"SiT �rj " - � - '- __
<br />* KEY 82" . 5P,� -, 'Ftow�_ -
<br />; t�_r- - _�- '
<br />171- 11 I --- I It - - -
<br />- M I ,
<br />rZArl, ".1 111Q
<br />jAT _P � 1 "TiLIREC,
<br />-, . / 11 ji� \
<br />LLC. 0711111/1's"t
<br />GLOBAL PROTECTION PRODUCTS, DOC.
<br />* 2*XZ*XIIA*
<br />�, flutok �_, iNL4, ' Hoo ". tt STRAIT
<br />A1,10ANATIVID,V, USS "No NUL VOUT iii ��� �_�__Glft XN%Q�A".&Pss "M Fl- �I. 20-176
<br />In
<br />no - .74M - MRUIA � M, . . (it,QW-MRA FQL (95,I)IM-41797
<br />AUAANWLASMI
<br />MONDLINK A000 W/ ADDITIONAL J - - � � OUS
<br />I U,
<br />, -FOUSTILL
<br />— - � . .,
<br />=11,:,%3�rM411A.W=
<br />I, . U M ScQ1V_1ATUftVWr -
<br />PIC
<br />.---.. I
<br />UIL
<br />----
<br />- - uii, ; ,-,I
<br />- - �
<br />.._._.1_ - - - _1�,Jll
<br />I
<br />T`e0QUCI`F`LsAIA�AT10NR8fflXTN0. IM727M 2
<br />I
<br />IM.OMMInk—
<br />Laroe missile inniasict load tests were performed under SSTD 12-99 standard as
<br />pet section 1609.1 �2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8,3, per A$TM E-330. Test reports prepared byAmarican Testing
<br />Lab of South Florida, Report# 0814,01-01 dated 011 1/02 witnessed by William
<br />R_ Mehner, P.E., Borlz MorDz, P, E, and Henry Hattern, ' P.E. andReport No.
<br />0219.01-09, dated February 25, 2009, signed anrd seated by Edrnundo
<br />Largaespada, P�E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203--as per section -1 609.1.2 of the Florida
<br />Building Code. Test Report prepared byAmencan Testing Lab of South Florida,
<br />Report No. 1 i 23.01-1 0, dated November 23, 2010, signed and seated by Juilio E.
<br />Gonzalez, P.E.
<br />Tensile test report No, 9CM-19$ by OC Metallurgical, Inc., dated Match 13,2009I
<br />signed and seated by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
<br />per QG Metallurgical Report No. I i 31 8, dated Decombe'r 1 j 2010signed
<br />and Sealed by Jerry Jaclofano, P.E, as per ASTM E-8.
<br />2AJ5TRUCT19AtAKNQWE911�1NQC � �NS-,
<br />On 24 Gage Galvanized Steel Storm Panel -for maximum panel length Vs, design
<br />wind load, aswell as maximum anchor spacing vs. desigin'wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12flB/10 and 08/27/13 (for this revlsiun�, signed and Sealed by Walter
<br />A Tillit, Jr., P.E.
<br />aJffla6LLEJMPA_C_T �RESI MIANCE;
<br />Large missile Impact undersection 16.09,12 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />A.-W-1 N 0 I Q AD S_ R E 6 M I A NC -1 � -
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wirld
<br />pressures, Maximum patrief length shall be at indicated on sheets 3, 9, 10, 1 1,
<br />I
<br />12and 17 of 18 of Product Evaluation Document (P.E,D.), drawing Nso� 20-175�
<br />Maximum Anchor Spacing shall be asindioated on sheets 5, 9, 10, I 1, 1-� thrul 16
<br />and 1 8 of 18, of Product Evaluation Document �P,E.D.), drawing No. 20-175,
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work 4 anon -porous storm shvItar assembly, as per SSTID 12-99 Standard.
<br />�
<br />NX.,
<br />XtAVIIIIII11%
<br />,f� A, �IZ4 %
<br />� , , I'll"', �Flll%
<br />__ M`0,0, -, E - P s
<br />, .? �g-,` )�G Ns,4.'%.,,, ,,
<br />-7. __ , ' _
<br />! _'� �_- _/ = " I,444 &7 *� I=
<br />,;�Vzl 7'-� �,�trj * :*'2
<br />� =
<br />I .
<br />,�, / S %, S E F .1., I, -
<br />I
<br />I
<br />.
<br />IS , I
<br />..... RI "�-'
<br />.'
<br />#1 l0%
<br />I I
<br />I
<br />P1101101='EVALUATI-0A RXPORX"- 204
<br />J7"
<br />3
<br />!.JNSTALLATION-
<br />Installation shall be performed strictfy in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175- Minimum separation to glass ahall be as indicated on
<br />,sheets 3, 6, 13, 14, 1 6, I 6 and I 8 of I 8, of Prod uct Evaluation Document
<br />(P.E.D.), "wing No. 20-175.
<br />r iAND SPEC
<br />>-.-MATERIAL L4ARACTERWnC-SAND—SPECIFICATIONSI�
<br />Shall ba strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of,Product Evaluation Document (P.E.D,), drawing No.
<br />20-i 75.
<br />Ancho r specifications sha I I be as indicated o IT sheet I of I 8, of Prod uct
<br />Evaluabon Document (P,E.D.), drawing No. 20-175.
<br />7-WMIT-ATION 0 DITIQNS Of�_USE:
<br />6_�� —
<br />7.1. $hall be 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.), drawling No. 20-175
<br />prepared by Tiltesco. fnr,. and signed and seated by Walter A. Tillit, Jr,, RE
<br />9012. -
<br />TZ Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />%_ .
<br />as ciefined'on section 1620.2 of the Florida Building Code,
<br />EWJ
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />-
<br />91
<br />wo-
<br />wood,frame structures,.
<br />_-J
<br />Product Evaluation Report Prepared by Walter A, Tillit, Jr., P,E. (Florida License
<br />1___1)
<br />No. 44167), President of Tilteco, Inc. (Florida CA-000671 9).
<br />-.1%
<br />WAnd
<br />D_-� TIL:TE,Qd IAO CIN RECORDS �,?� E. F(EPQRT,2C
<br />GALVANIZEO Xil,_ 87ORM PANEL 10RIV3#20-175 �
<br />1/4, 2/4. 3/4� 4/4, 5/5, 7/5,
<br />+IW/10. 2,W/10, SW/10. 4W/10T 6/5
<br />SW/110� 6W/11 & 7W/li
<br />_,� MAX AKHM� FOR CONCRE7TE SEE SCHEDULE ON SHtM R & 9 a* MAX
<br />4� -----. _,_____ ------- - --- - --- -
<br />I Msk 1 REP WOOD SEE SECTIONS ON S11ECrS TO & 11 1' Nift
<br />__ __. _. --I
<br />,t�� , — __ 0 �' " 0 — - a
<br />7 -7--= , -, ______,__,__ __1 I -11,11-11,
<br />- ___ ____1_____�_ _11 ---- T_ I
<br />D.Itl (�) & I - ; 7 I L � I � � T ; I
<br />, , - - -,-,--I- -----T - I I I I � I I I �
<br />;
<br />"' � ' � ,I I I � I � � �
<br />, ,
<br />"_ f !-Y-- - - � 11 * 7- , ! I i i � �
<br />04- . 04-@,�K I � I I I I I i �
<br />1(�) I i i i / I i 1 i I
<br />I � I �1 I � � i I I i
<br />f 1 i I I I ! � I � I o I I 9
<br />i i I I � i i 1 1 � I t I
<br />I ii ! 1 1 � i i � �, � � i I I ! i 1 1 1 1 1 1
<br />I �
<br />1
<br />I � � i I I , � I
<br />i I I �
<br />I JL
<br />If I i I i � � I I ! � .
<br />I i i I I �
<br />, i i I I I I 1, I ! I I
<br />I I I " �� i � I .
<br />, 1 I I I , 1 I I I � I 1 0
<br />I- � 1� � 1 I - � X - , I --- _ �_ ."d_ � - I
<br />. ___.,___L,1__ __�, I __ _ __ 1 - __ - TX 1- _., _1 --.' i .----I - -1 _�_ - i- J
<br />- - .1 I t , 1 6
<br />I
<br />`X � -,
<br />-, ; - .1 r- , -T, ! I 1r__ -1, -,-,I- '-' 11 ,__T1___T 11 7 -I-- - � 'I- -'� - -, T-- I --- : .
<br />t' � � r I , I I I i - _"_1_+__1 ;
<br />— --I- , I I I l � I i 1 5
<br />- I f i I, ,� 11 i I , , I
<br />, � � 4 I ,
<br />T � 1 -4 � i
<br />� _ I
<br />I I , _ � � ;
<br />I i i i r - �- - -, _1 I i__ t I , I Al-
<br />I .- -
<br />I - I � 1 1 1 ,4
<br />� I I � T, 4' � I I . Aor I
<br />� L� , "As ------ �
<br />1 ,!__F� i I I � , I I i . I
<br />J) r i , I 0
<br />I - , ,� i , Z I I
<br />W i , , i
<br />i
<br />I - ? i I i
<br />i I
<br />1
<br />�
<br />i f I 1 I r � " " I i I v i
<br />� l I � 1 1 1 i I
<br />i 4 , I .1 - - � �
<br />i � I � i I � i - ,�
<br />t I �
<br />� i F-A I � i i � I � - BOLTED PiNES-WI i/4*_-2_0s,_1'_ - - I
<br />I UNWOED PANELS � � , I I I
<br />i �j I
<br />I ! I I 1 , 1 1 � 1 i ,I j��S. M& SOLT W/ 7/8 .3/37 :
<br />(SEE ONS AS I � I i � I , - - ;1
<br />I I I � I z �
<br />� i � ; � WINGxUTS 0 Ek OVERILAIP I
<br />,; - � I �
<br />sl� I
<br />I L I I I i I i f � I I 1 (SEE SECTIONS IS APPLLGAELL�) :
<br />. I I � f � �
<br />i � � I , 1 "I � I i 1 , 1 i � " � s � � i 9
<br />_,_L_A____1 _!,_ , "11 �,A_ �i_ I 111-1-i_ IL t 'I -_ li ___ 1-_ _� "'1_ �_ "L. - _1_ � -_ "_ J A !
<br />I
<br />,
<br />. __ - -1- I -A, _1 ,�, � � I
<br />, - ,
<br />--,-- T_ , � j I �J I r-,- I I
<br />I ,,-,- _ r 'I-,- -- , - -q, I- - 'T__ I ---- I- __F_ r- �
<br />I , I
<br />- - , 0 1 � I
<br />. f
<br />I . I
<br />�
<br />I I I ` ! I 1 ! . t I i t I I ro
<br />I
<br />i � � I I r
<br />I I I I I i i i
<br />. � "" " ;
<br />, � I I � 1 1 1 i I !
<br />i " , I I I i
<br />I
<br />� i I I i � f 1 1 � I L I i ! I I
<br />,
<br />�
<br />� � i 1 , I I A,
<br />r I, f I � : 1 1 I i 1 �
<br />i I I I ,,, ,,� I � 1 1 I � , I ! I L , I I
<br />I i I
<br />,I I I � � . � i I � i i �
<br />I I I i I � I . I i ! i �
<br />I
<br />i 1, , �
<br />I � I I � , i , it i I � � 1 i f ,
<br />l,--,- , � � , i , 1 J , I ;
<br />(9 � -A - - , � - I - ,-I ! .. 4f __,_1_ - - __ --- , , -
<br />",
<br />I o.M,@,@4)- I =44ft.40. ,N_�,, I It a [ 9 � I � -, I
<br />I
<br />—1 : C LOI 1W & , I 'el , __ __ _ - _,_
<br />6, I , , I,W� �.,
<br />& 105 � (D- @ � 06. � I I
<br />�__�� = __3: MAX
<br />" __� 1/4, ?/4. 3/4. 4/4� 5/5. 7/5, - - -,
<br />I MIN,
<br />1 L101 T:�./,= 7
<br />IW/10, 2W/10, 3W/10, 4w/io, _5
<br />;
<br />1 sw/10, sw/I I & 7W/I 1
<br />�__. _________ ___AN:Hm� rom CONCRETE sil scLsEGvLE ON SHEETS a & A - - - '_ - ' -
<br />FOP WOOD SU SPOONS ON SHEETS 10 * I I
<br />11�1\
<br />E1.5 QN
<br />I
<br />WLS�
<br />,". I/*' M.. 90
<br />I
<br />' Oft DAYRUNP -1 VINULIC VWXY)
<br />_____ -1
<br />f ___ -
<br />� �
<br />- I- �
<br />7,4117-77—`-'s7t "Ll,10" I
<br />. I
<br />�,�:� ,
<br />MM. GAP - On-11 .
<br />NX, ,� �, _..
<br />+ I V 11-o,
<br />I � ".
<br />1 ,$,� V -.- - - E . ,
<br />I ,�� . � FLORIDA BUILDING CODE (HIgh Voibelir Hu 'cons Zone)
<br />f__� ifi�!-` �
<br />I . enoe'Ance,
<br />.1 .
<br />� 20 GAGE ONLVANIZED STEEL STORM PANEL
<br />I DMOIN W�
<br />�
<br />Z I IR ___ '*E I —,
<br />- T_--�_�____- - -_ — \ GLOBAL I --.r
<br />SECTION A-M. *'. I _�,__ E 15�,_:L "� I PROTECTION PRODUCTS, LLC.
<br />NTISI � �,,, I , o 11L �ECO�-*-. \ 4W 54. t, SAW 1--
<br />I
<br />�
<br />� 'p,
<br />,
<br />--,O"- OR% �- � - � ---- I I Wr Fs. =.
<br />�'. .. =44 .VW=M4".4iZP1.1N.y R� CWM&1-7ft*� PANT (AARKNI-NIT, � 20-176
<br />- _ �'.
<br />%, V�� . ..... _
<br />N, - / __ 11 MNI1fNsP_-_T _ VRAIW4 - I
<br />- - , i i i: �; iii 1:: . - — — -
<br />.
<br />1 UnAm- ,�_INNNF,,. � q,.
<br />I W,A�rm . V,.1 RIT
<br />I 100 I, � - - -,
<br />UM WE 9 - -
<br />___ _______1;�__..4_;_A_ _.i_
<br />I
<br />.4-0
<br />0)
<br />(3)
<br />C_
<br />f
<br />-0
<br />—
<br />CU
<br />>
<br />C)
<br />(3)
<br />C-
<br />4. 0
<br />-0-4
<br />-1
<br />a)
<br />L_
<br />(2)
<br />(3)
<br />I-
<br />0-
<br />C-
<br />=
<br />0
<br />_0
<br />0
<br />16-
<br />C
<br />0)
<br />co
<br />,
<br />C)
<br />-10
<br />a)
<br />-4.,
<br />a-
<br />(J)
<br />-
<br />a)
<br />-4-
<br />=
<br />Q)
<br />=3
<br />-0
<br />�
<br />M
<br />Q
<br />0
<br />-M
<br />-0
<br />, -
<br />C/)
<br />-0
<br />q
<br />0
<br />=
<br />C
<br />=
<br />(1)
<br />M
<br />=
<br />;.J
<br />- 0
<br />N
<br />M
<br />U_
<br />�
<br />0
<br />-
<br />M
<br />>
<br />. Ln
<br />Cn
<br />-0
<br />a)
<br />E
<br />"
<br />a)
<br />a
<br />%_
<br />0
<br />0_
<br />!E
<br />�
<br />ccnu
<br />-0
<br />'f�?
<br />=
<br />.—
<br />M
<br />-I.-
<br />Cf)
<br />0-
<br /><
<br />I
<br />,�") = 0
<br />=
<br />"O *=
<br />W :a
<br />:�. L"
<br />P _=
<br />=- F_ =
<br />L; C15
<br />.E M tj V14
<br />��<
<br />1=1 = ;�,_,
<br />_.; = W_
<br />.!2 M =
<br />an '= C-4
<br />on = CC
<br />..X W C� �
<br />= a) -J�
<br />5: -
<br />W =- =
<br />-� F- .=
<br />" C3 -2
<br />1�1 . -
<br />CC_ Z, IV
<br />- 3:
<br />" -
<br />:_ 15-: i I
<br />-,
<br />-
<br />� -
<br />�Irl M -
<br />�_ f
<br />= r=
<br />2 "
<br />.- .2
<br />S
<br />
<br />W
<br />mi
<br />- - � I I —
<br />-
<br />IN51ALLATION-PUAILS FOR REGULAR PANELSCIL-k�% 20-GA%MM-WALI-FM-LNUMLO%LLN-MMW-Q%PM
<br />INSTALLATION DETAILS FOR REGULAR PANELS11) & J_A INTO EXISTING POURED CQNCRETE OR LQNCREIE-61D-C,-Y�,--$j-RVSjMBIS- OM OR WOW 1&$TAU.9ION DETAILa_fQ&_MU1LAR PANELSot-"
<br />i PEWLE ID. �,,9,1 =1MNsV`,1 I5.X, -Z I ililila, '', 1, 1@1(�� I
<br />INTO EXISTING.,11FLINRED C 001CRIM ANCHORS k , I 10=,V�M,=a W-014c, CONORM ANCINAS � , ./ -,- Y4&&LKAAA&_Uff_SWE1Y AND E _: N!'' INIQJ-XAgLNk-EDUIFD--QDN-CR&IE-Q&-o-t4S'RET-E- ja'QQK'L STRUCTUREJ
<br />-
<br />I I iSm .�Kftx ON , ,� "?TlY , . I _ AACRDRSI� FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />Im - , _1111-1 . 1. . _
<br />� - I I I I --i
<br />cum , OR � P1 SCOMAX ON $her, . � - SHEEPII S THROUGH i ,I�4'- I -, I -, , P� I , FOR WOOD SITE SECTIONS ON wo t2
<br />SIIK�am ,Kww, 1) , �__T NO=
<br />TIONOM" 0010M f � � MJ`,. '___rR GCOONORMORCCO -----,6 ONI 3' Nsiv 767' 1
<br />(= $0,10VUL OR , 114� ", - , - I - IX 3 , 3' M1 Cn
<br />COMIRETT AMcHORS SNWS g HOMUIPIR) ,�_Y.O. CONCRETE 1 --,� ---T-1--- ---'-----, I � r'BOBIRER I MVAEC � PEVIRES t. ,,,,
<br />(SM StNtLImtE 0---I -, NET, �= , � .MNe, . 1* 0, I � IW QAR1A%.1�t&K)UI VALL!Cf� I - !!I,
<br />___ I � SCHOXAr INI � CONCRi1f ANCHORS, � - ,
<br />� - ",---( ,---(sCy c � _,= -on
<br />, " -1 I- . I � 7 "
<br />7r, - �.Al EXISTINIC POURED , � � �' ,)2- MAIN, -1--i
<br />\ "'PS'S 1 (�) C � COWASTE, 011"ORE _= W17
<br />SsIEVM 0 THROWN 0) , "'; ? SCSTING, SHcre, S THROIM S) 601 - I V�.#"� .. I I (D
<br />� ��. I- _ 111 , aa , _Vq1.1." -LM - � -_ - "'i I � I ocr SCHEDULE ON � I ON I � D.M. I i 7 1
<br />__J_L � I COW -1 , F0PL"4r
<br />-A �� ED ,- -,,' I _ -, MI, �Rklt RECI)IRED1 � '1� W , aM,OUREF, ,4_�% �._l � , -1- I I V,W V) � SPW 4) � SHUT 9) I I
<br />CONCRET L I "", __4 , �B , C4� 01, i I � -_W1 ---"-I - L J
<br />J " -. - - 'M : 11 �r
<br />I ,.,.,',,) ___��,, KY2_. -IT . p _, I �� i � � I �
<br />--- 7� WV` " �� ft, g, I ; - , I I � 11�11 I I � I i tIr � �i� �
<br />I
<br />f;41�1 � ! � _l � V.. ! � A-0 I - I
<br />i.. ;5� ,.',YLA� i _\� I � - I �
<br />1%�' �: E_ it .. - o,,`� _( �L M.M� � I t I I AW �;; 0 (D
<br />I
<br />I i _J "., 1 �' , , P. ___71�1 frouft-01 I 1`1�- � 1 i /__`, 'e-o, -V I � , � � � -) I \��; L i i �0]1 I � i I
<br />14 I � ,
<br />, m, ,,,, I � i I 1;�1111 I . , _� --'-' ' I , , � ill � , , , �L Ll � � Ill t � i �, � —
<br />- 1 L I ! � � � 2 � '' �
<br />__� IV., ��'�' -.1-1 I- N,(V � i X, ; i � —,r2 " . --�r�� f I ! . 11 I -C
<br />1� " - , I -, 4 _77-7" _' �_- -i � � , i �4� � ,, !
<br />!L"', 91, .I - � �,,�: � 144�= , 1j, � i
<br />I I , � "� `�� i J) -1 ,11 (V TE-Z-7N , � _;1 ; I , , ; �
<br />I -�K"",�,,�,,-,"" I .
<br />I , _1 %_/1 -_
<br />�' I I , I � , I SRI, �
<br />EXISts"; '091101, SO I 9 � _i� _��� - ,� " � 1 � � : 1�' � , I ; ; � � � I � , I I i
<br />I : �,� 6, A ' EBL _",l� - L I I �1. I � I ; I � i , I I E I , � I e �T : All 1 i
<br />i ", i 1 +-i I - ,� � , i I I W
<br />L, I !K .X U7i�El " v
<br />, , I
<br />I L i I -It :�,
<br />,
<br />�
<br />I - 1��,' -,—I --------- — i I , __] " Is 77 W
<br />�, , C�- - � I I -a � c � ; , ,-, � I I . I z I I I � � I
<br />REWPLO : ., ! 2 - I BNA - J I I 5 - 1 1 � lif I � W"'n. ,f- I - I I - - 1 I I i I � � � , � , Z of V -
<br />_ ,
<br />, ,
<br />I , f I L A I i � � � j I A I � � 7 � �
<br />"i i , � , I : ; I , .
<br />� z k � I
<br />I I � ______ - - "� __
<br />----I;- s � �� - ,, , _ __ ___ _ '�'" L� 111 -
<br />I I , , a V C� � � 11 � I � _ ��.� 1 � I el�. -i � X _W� I "- I -, �- I CID i i , , , � ,,, ,� MAX T
<br />�
<br />COALCOM REOU'Rza� � �,-,' - ! ;��
<br />-
<br />I 11 I I i "'SHNG Poo""'� 'i'L+-�, 1'1,'�` - I I , at � mm'Imin;v- I I A - - � � -� ,,,, - - ,J_� --- � , I- __� - _!
<br />, _,� : i �� , M I _ i , -
<br />� �r -�� k�� -, 1, i � _1111441" I` �`1111 R ) cohrilm mock : - ,�_ - I � I � 3 �,,, � 1 --(,3 �
<br />R - I , � i � Y �6
<br />- i i � -a. A I WOUIRED. I , � � , � T-i I P . I i
<br />I I �_ 'I,' � -,�� . , , 7 7 , �� I I
<br />,
<br />- ai � i 6 �z 11 1_%I,,_� 1 r4my WW . - I L - - I - ! I � � I � � . I � 4 �
<br />1� ... - rJ ," I ,, ��_, - _ I
<br />� ni X 1 _'__'LL_` " ...
<br />'I, UI Ww. -& I- .
<br />, - ,
<br />-
<br />i i UNIT SMIMM. I — 3 _, ,,,, ! I "I �, � ; � , , . ZOO "
<br />I I r f �J,Mlw I 1, I ,� I/- IT. Ile 01C t! __Z, _J �, ,�,,,,�,,,, : i I K.% ADLIS */ � � I ICU
<br />, o!W-Li_ i i .1 I . i � : � _',�--- - it � �
<br />=,w. I.-F1 _�� i � _ � , ,;���Z i �
<br />1U110,11 I - i i 9 � I [ Id.
<br />I 6 I i !.3 i msh,� 01-W I-W.r !��-,, S." - � i I s I I � , , h;�i W. am- " � � : �li ,,- -, '�, ,
<br />1 7 I I I ! .
<br />I 4 I i . I � � I * -1 - I -IT � I � � _�'� , � j, I � �
<br />4- ! 1 RL JUIM ; � ; 1-11 I " L_11_ --- � � I'll , s � ! L � ' ' __ = >
<br />I I I - 11 11 I I-, �'�-,'_=-, i�"__ _1 `A_ � 1 I i;� I .*��Rbs, TP I I , N " , , , ,
<br />1, I _,�_ 1 � , V_ Im , , �j � ,-Ut*� I lil� � I - , � s � � I �
<br />I I I I
<br />i
<br />I` � I I � , I I "I
<br />p �!" ,J I., !7, - -, I , � F- I =A - ! � �� =`V; Z I I I I I L + .
<br />I I � I , , ig
<br />, , _ ,T . I I � l . b � I : � � ! : � �
<br />I Nff-a-A I - , , V ___T r SCALE 4/16.1- r =41"' , I Aig I - - T , � I 0
<br />-,�M"' 1 �_�_ I 9 I
<br />I % = a PI ^ I f I, 11) I - .,�
<br />IF t �� 22@L__I i I �, I I I * L_ I � � 4 ,,, � f- i I
<br />I I �- � i- -_ � . I
<br />I , I I TV � ,,',,-, T - � 1-0 4� i I � ,-I, L i j4--k N'W t, - "SE a (ELAM 'sit i � 1 l2i - : i ;
<br />I - � - I .---,, - I I I � a . ,I ( il L_
<br />� 11 11 i - __ - ,_ I ag ��� � _1 z � � � �
<br />I- - " I I 1, ___ _." "I e. =1_1_� I V ONITq , � 9 � - ---- -- _ - W -1 , - � � : �I_ "I * �'i
<br />�
<br />I _� i "', -11, .1 I I -Lj , i I om - I i � I - I 1,�, - , ��i �, - J I IS _ � - i GOT,
<br />1 1 I W 111.11 ,� I 0 � I i �Jsn I
<br />�� � � I - , , WICTON IT CIA, ,r 41 ; - , " _ , 11 � -
<br />i _l:D t i � ff � - I I I - - --T'L-' 11 ",- . ., �, ��xir 1 -I , 1 " 1W.1; 1.1-V _*� = O' L il;�__�nx',-'�'', , 1'� --o 'll I I - 11 -, - - , """' - - -- ' ' -',�, �' � i ! � � ! � � , J � GE *V IV,
<br />'L I = 1py!`�, I - I I
<br />i § F �J . . .siv a I j ! " M � i � � � � � � � � 0-
<br />i 9 i § I 1 1 � - __ t "I'll ,� � a I szvm';�� " � !I d It � . I � . i�
<br />1 (i,� � J . . � � � n',` 4 1 -I,I =71AX I 11� I. f � 3
<br />I I -M =!I- Q�;� � *� - ',"- 15 ti ... ...... J gg'nn-� --- �1_,____ � --- i I� I : s , , � � � I z I i
<br />I I � I - i � ON V'wt . - 11 _ ci� T-6�� RE 1 1 1� � � L I � � 0-
<br />�- _- -/f-,�7,71,',.- It � � I _,� . I - I ,� d I Wal".1r,"�, I 9 t � ; : I , 1 , , � , I i � � � � � : � � ; � i
<br />� - 7 � I .,. _= , I I L r I
<br />_� _ ,� I d I I I ;O~ y � I � 1 1 � I �
<br />�� _' 1 16 I i I ,UR (D � I 19 I--- - . I � � I � k I
<br />L�� I . - ; I&- - - . � � I 11
<br />.1 I'll-, ; L I � I
<br />T I � i I �
<br />� I i 1- 7 � � f I � I N ," � 1=-."-; I : � � I � 1 3 � � , I �
<br />, �3. , f, I ,,, - ___+-._, ijr -.-_- I . I L , ; , i � L Cn
<br />I � � � : . � "---- -[ "� � - Ili F - L ....... - I I , � I , � � I I
<br />d 77�77 -1 t -- -_ ___ L - - ----- , 0� I ____
<br />� "', 11 i MW 0 S I ! _1_1;.LF. I Us j,_ -- --r-L-�t-_7 M �!��-_ I I � "; f 1
<br />1 r,�', � �_ 1 - "',, - �, * . : � , ... � �_ _ L i �
<br />IV'. . I'�, ig I I � I -='. 4 g-�-,�-j- - I- .9 <
<br />.1 = ; ,,,� 41ll�. f �-,;,!-,�;��,,-�-,�� " I ,=.-. — I _1% _/ I 11 � i� . I ; § �� ' ' I 111-1 .... 1-111-,
<br />.
<br />- i --71- i, I
<br />1 i �, I NiSP -a 3 E-D ," , � ��-� -it- I � ' 7 'P 4 , L A, - I '_ 4 _.
<br />",STq4 Pouspqq, ED, LCRSTNG POURED ELI _ L__( , 77 , - I � I
<br />�. 1P U, 77' i 3 f"U" I i ; I R +� --,,&
<br />CONCRETE OR ; ,_,� -- " ;;-;;i;.;o- I I , 1, I -) ....... . ,2 � � I '1-0-- I I I 40
<br />,
<br />� I I W�'Nln 4 � t, I- _ & � I " I �,_ 4 � � , . -
<br />l _,_ , _ I co"cortE OR , 1�� X I __1__L__.__ _ , - ! "': __ . _T_ L" i 11 - I I J I . I 1, 11 $4 wfq W/a $ 4"',
<br />� !��, , �: : =A I I i - �
<br />,
<br />CONCRETE SLOCIT I I =1111M1PV_ 1�� - CONCREM BLOCI, � I I 1, I X;P_ I ��' , , : = � n-i I � "0 In 0 I �
<br />-� ,, I 1" * �, , _'I � I �' I wx : I I
<br />R&OLAkED ,2 'A* St. I I, -1 REQUIRED E'a ,,,�� I ; , : f I I _7 H-W I 1 - 1 OF IV =1 4 W 4WIL UK � 0
<br />1 �, COWAUF RLDCK .q F -.1I I � � , ,
<br />l� � I � � � I I. ,,,, I
<br />S� ""'
<br />"P1111-1 1-1--',
<br />I L
<br />- I *
<br />I E'D - I � - (P - I'M, I AM L � , ,,,� � � I P "L* ANCKORSI� FOR CONCHIMS SEE SCHEDULE ON STIM # =3
<br />�f�� � ,�, � � ,'A, � _ - -1 _ -, ___
<br />, vy�7S EXISTING POLMED - , , , -1 It, : CAPIAN) 1 I . a I ,�L 1 115",
<br />JLEF_;;,L JR I A I _c --W,� CONCRETE :X, � , �, I L ?� IW--" - I I (D
<br />REWRED, I ,�, , , mr==
<br />, "
<br />i I
<br />
<br />%'W" " �,� - ! EXISONG I I ,,-�,, -4, -- 1-i CONCRETE , � �� � I TM POORR-1 1'�� 1 §C" 3/1 SP " CASE Q �PIAN) 1�, 11, _1 - I . , I I I : � - i I FOR WOOD SEE SECTIONS ON SHUT 12 ,
<br />I'L ,�W, , - __ CONORDIPOUP"' ; I a ; e
<br />1-11. A � M .1 REWIRED � I gNORM (A : �:�-� � � I 4
<br />,,, �� . - c �, I � 5 , 0
<br />L _31."�_ 1, . - , ,� , - - ,� i i -2, I : I
<br />� , I . z, �, s ,4 I � I_ ___ _,", SrAtx Aflo-il i �' 7ArWAPr � - �"' I ��, 113 4
<br />I �%, I - REWIRED, � , ,,, / - "_20 M I Coht*m RUDIN I i tp .'T, ; � "NO � 1 E i : zp -, � i : C
<br />zDn"ClE AKNUIM , I L.S", - ,�� No "Re"I conoem ANOIW � 4, P �,,�� � - 4 IS -='. F-1 � REQUIRED - � I . , & L_"Fr � I ,_ _O ,,� I I � " � L �
<br />. � ��
<br />�,, _` - g , - C4) Y, MFUU1,
<br />, -
<br />.
<br />. Tsn
<br />. *ONV� AROAft I lx�! T �,�� 11 .M. � ! i I � I
<br />, - - , � . I I I _ - � � � I L I
<br />THROUGH 0) ,' 4) SHECTS IS THRW.- 0) GAIX-M 93 , ", I I ; 11 I � I � � � �
<br />.L 11:11: ..... ,� : ;1�11�� I'll �� - I 1 1/4, WUL CAP
<br />" " I I 111- 1- I 111
<br />, I I
<br />(W SOEDUIE Cft 1\� - ruissa ILL '49 ,Zqaft, -0', I _�_ 1, 1 Im ,4rN&,,*. )WAM= 1 , __LJ ------ � _ I__J � � I
<br />Q 5;�;Dz 't��' - ___1.__A_____11_,__,_ _ ,I - . 4.100 "I
<br />SHEETS IT 111ROIX. a) , � � I (�) � I ,,, OM , ; -.%,-=- =Ie) " . ", i Lr�z I &_
<br />-1 KMW I -i I'll i , . ="&X`W"L2MW_j
<br />D.11 0. L - ", � Ll I
<br />4) __ -, (D - W'.., __ ", � , ,
<br />SHEETS a =3.= PLUS ON a TAP014 I L-'- I 11 I ,_ , I I .11 I *1 LIE i . S/�119��� -sr- 0
<br />ISEE MILSIC ON ; � � : , 2.67' 1
<br />__ OuNnNa KIIATE BUILD OUT MQUIVINQ - - - - - - I I ", �,B, I I -'-' 'L1 (NiN -1kAR.:Lt,"W -) !A '16 a-
<br />- = __,_ ],`�"' -- - I Lci � �!,T`,_., _ " � . I
<br />I I
<br />I M w1f, ,,� `T.L 2� I ; � - J i f i
<br />-,
<br />AT IRIECIS; 0 THIMM to 1, ,��
<br />LC.Es �� � I -I M 4 : , ;,-.14'2WD/4' S,S, BRIT � 'I" I
<br />,
<br />sE - i , M I - i . i _ , ( ,
<br />ialW� AM WAL4 MOU'D BUILD I -_ LL , ) I CIO
<br />ELOOR-M m ., I � � 11 L__ ,- __ _ -,--- - ____ ____ __ ,
<br />5LCUQ"5_ � i � Wjr7/8`L3,-2- WNS NLN � - g _ _= � �_l - � �_ � _ _ � ,_��4�..
<br />*" .) 0 1 - 7771�r!7 � : ,;, 4 -1. ,,, CONCRIFTE NsCNM ,� _ __ _ __ _ -, - ,
<br />NAL"r VAIM Ed T I. ", -j" A 1 0 , *_ \���_ - --- - --,-- , I _
<br />SCALE 3/8-1, SCALE 318-" SCALE 3/6-1* �E%,� SCALE 3/8.11 - �,/_ I - PANCL RIVAL. I K101- oT,- . "I,- / "-I 0.4 I. � � I � . - =SZRDLsLf 03 ��
<br /> 1 L i ) /4' WA, TOP t
<br />- ". L ' L I _1 1 - J __ 7 I __ - *'==v � S,MM-TE ANCILM STIVICIFINas ODNCRM 04NORS i I -111 L) (D
<br />R`P F ES . i,T .� tez OWMICE AN 00. - oft..-w 1 I � RULE WNSOLLIE OR �
<br />;__ I EA � R10426RCEMW * NEW I' WIDE � WFITE Em, iG0 VMS (SEC 5efftuut ON
<br />I - �SFZ SCKEDBLE ON I --c is"Fa a) SIOU 2) � -,=- *-A
<br />4 � . I : D00 I LIE" � W OR U)
<br />. THICK muo, rusar ON u` - J-- L T , G1 = OR
<br />! . M-MAI I 1, i�_, !(:,-_____] � 1- � '�_._ I WPON5, S3=01 P1 WOOD PLATE SPADEP I 11 SHEETS 8 & 4) I 11 - I SCALE 3/16-t" 1, __� I �
<br />�,I,P M 1) SEE ON - REQUIRED SCA.E 3/3r�l"
<br />- mom , 1400D BVID __= =
<br />�R=P_ - I I i SH a .) I 1 F= 09L ICU
<br />I I .1 "I I ,T�,�1 I 1-1 REQUIRED "
<br />I � '�, L REQUIRED
<br />"
<br />� * NEW i"MOE . VARES, , �/a' , �
<br />�
<br />i 6 - - I � ( DI kilON:
<br />I ( I ' � J _�t MM OF =TJONS, ",", .1^1 hd".t^
<br />i I I r I AWN, TUBE OR I' � VARIES '�� I- AU-1110911M .. � (n
<br />li , Al M I 0N"1Q&.QE_aC0M1 k I P T WOOD, PLATE SPAM- ' : : I I 11 I .1 I .- "
<br />' , , Nor%,_� - `bITIMID TRACK "'___ � i TOP & BOTTOM MOUNDNICS CAN BE
<br />� "
<br />6 1 ' I
<br />,
<br />: ___`I 2" .I .� co.cpm ANO"Im 4"'� 1 COMBINED IN ANY WAY TO SUFT ANY CASE-LIMAK
<br />#, � 2112 ,,, �. TOP & acITOM MOUNILKCS CAN BE " ." X � _ I 1 9 E WIt
<br />"'INIL111001s , I � 7,11 .-L-I INVA11ATION- SCALE 3116-11 S,,,
<br />I - " I _______1 Vl_, � WALt 3/4-11
<br />i 4 9 L r"'B"'. COM89NM IN ANY WAY TO $Qfr ANY �, � I Ir O.N .;, r-1, � -FACK GsP,t. ._ " PIL�,*J;NIA ULI
<br />J t��Aj 4e,-�tfk A I "
<br />� ,,�� -�,
<br />L , . IN kILL41leN I 11 .Me""" 1 =3
<br />� __, %.�� 14 -1 ', -A � � . ��
<br />� !Q11 i
<br />..... .. 14V`,_J_C �� il -,,I _/,-� X e�ep %
<br />, � � � & AM &I �., A, z - t C=: i ,
<br />I , ,:Z�,,�', , L . .�fPl'-,. l6t�,_!!4, !"
<br />��,--�ll-��,�ll,�l'i�����-�I'l��- , ,_ � I I 11� - % 1� , , - .- � S FLORIDA BUILDING CODE (High Velocity Murricany; Zone) 5;
<br />11�, SHK POLRP � , Qt' ...... �, -��-A BUILDING CODE ("Tah velootiffy *114 Zone) .
<br />I J9 .. -,Cl '. SXI , I UK RPuIo, Lear'ss . IF FLORIDA -, , , ,- ��"* CEN "'��" I
<br />
<br />n_�= ! , - ,=.i I -�,, I
<br />� , , I
<br />� If I ,
<br />l
<br />11 !! ,��, 1, =J
<br />�
<br />�
<br />,
<br />I )t i ,
<br />I
<br />I
<br />MISITNO POURED I f Is FLORIDA BUILDING CODE (11119b Vidocrit, hurricane Zone) ---==WNTs" 4."." _-- OR - _-_.___-_! , V - - -_
<br />tr _', - I ,a -1 - - ---.-I-,--- ____ - �R 4 A____-________________ 01I, .1M`W '"N' III K , � . - !_ __ ___ ___
<br />� == T4TQCo %T1 MMKI 1 1/2' K BULK OR OR" IsMH A,IWO WPM W_ ", oxasI Tom. �W_
<br />COWRCIT - � "', f �� � cmigy - I- Ise S:C-RETF MOON 1�1"i I ' , <
<br />��_Ej'_' I I 1.
<br />I
<br />RIEWHECII , VRC IR , -z- ,ir; * � i 1 20 (;AGE GALVANIM STEEL STORM PANEL I 'PL W III,= - * 9) D, W., WWRJID� I AMC" "Dow. = �� No 44167 '�� 1 20 "RE 0ALVANL`ZE0 STEEL STORM PANEL DRAW ay, r �� I a � -� 20 GAGE GALVANIZED STEEL STORM PANEL 0H
<br />1, = ,� , '*� L UPON W =*- . � <7-'-r-_ ' \ OLOSIAL PROTECT __ -Z-0/an Z
<br />IN
<br />. ---'-
<br />, I . �� . __ __ zoom X=X = � 1*` e,_,fi;*,P�.-_ � - - sn/es,,�SQO - *L * _�__ , I I
<br />b It LN � GLOBAL PROTECTION PRODUCTS, U.C. I,,
<br />-_ � . \ .W"15, STREET
<br />I 1��, - -)6.' ATE - � ,� xio� - Aif5�___
<br />L'O. 11- ON PROOUM, LLC. IN. TOP & SOMM MWN71NGS CAN 9F 'It- I 1 -1 - -11 -
<br />, 0 0"O s - I-,.-,-- -_ It If L INE C. Omt� COMBINED IN ANY WAY To SUff ANY �, I -, , ;--. - -,-- - IL
<br />S-IMTS 4 TRINIU0. 59 SO." I-, LORAL PROTECTION PRODUCM LLC. "s"UHM' SCALE 3/8-1- - � � 9N. As YNEFT tj It 1�
<br />4"L A_ 3114 S�T 10, , ,31M. - - "'
<br />"t ;&-, g ____ go "AW, ML FNSrAU W Z
<br />I ';g _!t Z co-PANY I P�� BMANIO-Isk6, F3A`E, On"90"t-win'
<br />_. AW Sul 51 VRW - -I, flurr Cott Tof Tenvio It iNowitioud, OR,~
<br />CEILINQ A No". unlu " 'N'RI , Va ,;.�,, . 0 Z PIT - AM 20-1176 __ ;n0_11_._', - o - , _ . - ..... I �� M. 20-176
<br />_. Oo,1Neo7`i"61 NX O"J"ARM-11n, 20-176 - � 04jt -I - __ sUL ss� �)!r= 'N MI.
<br />, =,� MI. P"ofn 0"IU111-7"o r1w, ("ORN!"A15'ef
<br />, 85�tUM '9101M 4 1,05" "I J , ., - AH tasswe PR
<br />, SCA'S 3/0-t- `1h IAL �1-1� WIL _9=� -I'; 'y ! 4 -i - LAM '-- .,,-:: <
<br />IE - _T ,_,2W0-_:-T.= 1, __� "POsouir ;::: � W, � ,'I
<br />,
<br />.&TIN I - ---4-i —_ i �. !'; nsoylsm. 111114,14HIMM.N.- W"WE �,rfn �'Iuxr 4�lw � ff! ---- !!!!t!t -
<br />I _L '!� , , -
<br />, " __ � - ��___ - UIL.OI LV, I .NI7 -ZLE: � - ��_ n
<br />10WHI _7 !� �l!� ! .___T___T____._r ---------- F __ '5� I .-...,.--. ."AUR,"li -
<br />i 7 NA1;:V,V Agwone,TwE CA'. -4-
<br />, ,
<br />At I MATURE,"DIX cl . � - �N t 1 �%--- _ e�_ � _, �,� ,_ i I- - - I , I " - OWWAis'"fts __1
<br />- it LiNn�_± r � :! T I ".. Pt ! 4*� i
<br />,
<br />,
<br />,X �r
<br />I-- I'm .�� __A_11�� I _ ____ __ , � � 11 �_ I - �E =--
<br />I L I I I
<br />SHEET NO.
<br />SH 1.0.
<br />
|