|
'
<br />�
<br />. h 0 ECO IN
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />_
<br />WAT.TT!R A. TILLM JR.� F�E. tIltCCD@aOL,c=
<br />M. Pj�. LWdail X,,. 44 119',
<br />R CA Lit- N". am" 9
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE, July 28,2020
<br />1
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-CATE00RY- Storm Panels
<br />PRODUCT NAME: 2o GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: I lr*du LLC.
<br />1
<br />4500 S.W. 51 Street
<br />Davis, Flodda333i4
<br />I
<br />.1.�!?_URFOSE OF EVALUATION',
<br />This Is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (System
<br />10 #-1RO6) to the Global Protection Products, LLC, Rule CKapter No.
<br />61 G20-3, Method I D 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 />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 equivallentic, that required by the CodEL
<br />,
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />�
<br />a Building Code change that may affect its limitations and conditions
<br />2. ETADENCE SUBMITTED:
<br />2.1l PWODUCT EVALUATIONDOCUMENIT (P,,E.MJo
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/'2812020. This drawing it an integral pa"'110%illp"Isfil"
<br />Evaluation Report, k
<br />',,�,X,"�'�R A. tJ4 I ��,,,
<br />_'�' O� ......... / -'t:
<br />__ - '�� "" I ". " U
<br />�'� - __ r 4--', .,.- _\CEA,y, ,. -
<br />--- ----- ;,� - , "
<br />- -
<br /> -
<br />— -;.,- - .� �Af- - No. 44167 �
<br />/ - *-'
<br />7/__41�180_ev *1 _*
<br />% '0' X-.
<br />I I& -;A-,- - - 4 O P D i,,
<br />W'. .' I
<br />'P j�s/ - " '�" "'
<br />- I Q1
<br />6355 NX 36th Street, Suite 305, Miami, Florida 33166 - PIET= (305) 871-1530 "j�
<br />. ,
<br />PRIDDILIC 11M1 2
<br />2.2. TES _REPOR :
<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 TAG 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-5eg dated 08109/19915, #06-570 dated 09118/199,6,
<br />#96-T30 dated 0912011996 'all three 510ned and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports 8 and
<br /># 2126 dated 1010611098 witnessed! by Gilbert Diamond, P-E. and Report No,
<br />0210.01�09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2DO9,
<br />signed and sealed by Frank Grate, P.E.
<br />24. STRUCTURALFIN ,
<br />GINEERING PALCULATJONSz
<br />On 20 Gage Galvanized Steel Storm Panel for maximum parvel length vs. design
<br />Wind load, as wait 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 e of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />I MWILE IMEACT RUSISTANCE;
<br />La rge, missile impact under .section 1626 of Ole Florida Building Code, as per
<br />TAS 201 Protocol.
<br />—4. AWND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall bees indicated on sheets% 10, 14,15,
<br />16,19,25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shali be as indicated ort sheets 8 9, 10, I 1,
<br />14, 15,17, 1 6, 1% 20 25 and 26 of 26, of Product Evaluation Docume;i �P.E,D.),
<br />clirawing No. 20-17C
<br />5-INSTALLATION,
<br />Installation shall be performed strictly in accordance With details indicated on
<br />sheets 3 thru 7, 1.0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />Indicated on sheets 6, 14,16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-17S.
<br />"kU10110fly",
<br />.'A' !� N 714i !NW,
<br />'��� �'. /,;t, '%
<br />�� ��! ....
<br />�' ..' '/ -
<br />,
<br />,-** .,'\k1�EN,9e---.1' '
<br />- ' � . , . 'Iks
<br />_�____y
<br />I— �_[�b-..-44167 "t, -_
<br />* .
<br />. * Tt
<br />a
<br />STATE OF ! S
<br />. 3��t� �w
<br />'f'--'Q'-"' AZORIO'�Au'
<br />" 9��.t "" .
<br />V, 6 .... .... �g "i�
<br />It,, 8JI)N"A0: NO,"
<br />0,141IIIIII41WILY11%
<br />.
<br />GENERAL NOTES, V -1) IN CASE THAT PREDW STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOA" BE FOUND ON 114E
<br />o" MR 20 M-fig.ftm Enn stow NAM EXISTING WALL, ANCHORS SKAU BE LONG MOQW TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />I STORM PANEL SHOWN ON TOM PRODUCT EVALLMINKIN DOCLIMENT (PCD,) HAS BEEN %tEMPELD FOR COMPUANCE W ANCHORAGE SHALL BE AS MEW04ED IN 8A) AND IN 13.2).
<br />ACCORDANCE WITH THE 2= (AH EDITION) OF M FLORIDA BUILDING CODE -
<br />(C
<br />�) 10- g _M�_EWU _�4�
<br />'a
<br />iQJ4'W0bTAAJP INC An
<br />DESIGN WIND LOADS SHA� BE DETERMINED AS PER-SECTIONt 1620OF THF. ABOVE MENTIOWX COM, r'M'U 40ANUFACTUREM BY IT* BLILDEX, INC,
<br />FOR A WIND Sft-W AS RMtv,KD BY THE �JURISOKCNGN WHERE THESE SHUTTERS WILL Of INSTALLED AND - #14-10 PANUMAIE AM PANIDMANF PLUS ANCHOM AS MANUFACTURED By ELCO ODNSM."ON PRODUCTS
<br />FOR A DIRECITIDWISTY FA CW Kd-0,85, kISINC ASCE 7-16 AND SHALL NOT EXCE�C THE M,,Xww (A,SD,) - 1/4"t LAO SCITCht PER N D,S.
<br />DESIGN PRESSURE RATINGS, INDICATED ON SHEETS 7 T"RV t2, 14, 15, 16, TO A 20- .. 7PS10 " 51e WOW SUSHM, As DIRTROiTED By AU PO4W SCREW, SOLT *SPECIALTY Co�
<br />IN ORDER TO VVW'f THE ADOW CONDITION, ULV,IATE DES04 WIND LOADS DETERMINED PER Asm 7-Te C 1) MINIMUM THREADED PENCIA4110k INTO WOW OF EATICON ANCHORS Shki, W I I/,- AND 2- " ELM PANELMArt: PLUS
<br />SHALL BE FIRST REDUCED TO ASD. DESIGN WIND LOADS BY MULTIPLYING THEM BY OB IN ORDER TO
<br />AND PAMEWANS PENALE K)�
<br />COMPARE THESE W/ MAX (A-S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 144 15, ", 19 & X
<br />IN ORDER TO VERIFY -IHVF ANCHORS ON THIS P," AS M511 WERE NET OVER STRESSED, A SU MCREASE IN ALICINABLE 1.2� MINIMUM THREADED PENETRATION Or LAO SCREW. INTO THE WOOD FRAME UNIT SHALL BE ! 1/2- NG THREADED
<br />PENETINAMN INTO STUCCO SHAL BE CONSIDEERED AS PART OF THE REOWREII THREADED PEHkillAtiM
<br />STRESS FOR WHO LOADS WAS ha USED IN THEIR ANALYSISS. I'ASTENERS SPACING T43 WWD HAS BEEN BETERWNED IN
<br />ACCORDANCE WON ILDS_ 20TS. C3) MINIMUM EDGE DISTANCE OF LAO SCREWS, INTO WOOD SHALL BE AS NX At IN THIS DRAWING
<br />STORM PANEL'S ADEQUACY ITIR IMPACT AND WIND RESISTANCE HASt BEEN VERIFIED IN ACCORDANCE W" SECTION tSZ6 Ot
<br />THE ABM MENTIONED CON AS PER HURRICANE ENIONEEMNO & TESTING INC. REPORTS 915-599. 96-570 & 96-TM AND C�4) MINIMUM PENEIRUION OF WOOD EIVSHINt SNALL BE 51/$-, 1/4" 40 SCREWS USED -SHAL BE I i/2' LORD! MNMUV
<br />FENESTRATION tTW, L-8 WC., WORIS #2032 & #212.6 . AS PROTOCOLS IA-201, TAS-202 AND TAS-203� SHOULD STUCCO EXIST, AND I* MINIMUM FOR WALLS WITH NO SYLIC0,
<br />TIES
<br />AS WELL AS AMEWCAN TEST LAS OF SOUTH FLORADA. WW, #0219,OT-09. AS PER Va 201, TAB = AND
<br />LAS 203 STAN04AM C,5) IN CASE THW' MUST STONE. OR PRECAST CONCRETIC PANGS� STUCCO 09 WODO BOARDS BE FOUND ON THIE fXTEftNC
<br />2, ALL AUJMlNUM EXTRUSIONS TO BC W0-TIS ALLOT ANTO TEMPER, (VHLISS 01HERVASSE NOTED). SEE ",M7 I WALL. ANCHORS SHAU. BE UONa ENOUGH 10 REACH TOE WIN STRIX,'A.039 BEHIND SUCH PANELS
<br />A"CHOWE $HALL, BE AS MENTIONED IN tAj. C-2) * C I)
<br />I ALL, &UMINVU SHEET NMI. USED AT CLOSURES SHALL HAVE 2ITOS-1,114 ALLOY- (0) ANCHORS SHAU BE *ISTALLEO FOLLOWING ALL OF THE RECOMMENDATIONS 4* SKOMAWN$ OF THE ANCHOWS MWVFAC�DIRER
<br />4 ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCINURAL QUALITY $TIED_ ASTM A-653 4fM% 50 RMIMUM. G-60 8 PANELS MAY ALSO BE INSTALLED "OOZONMLY FOUDOWN6 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH to (SHEETS 4
<br />CALvANIZE0 STEEL OMONATION *ITY- SSS l,It (AFTER ROLLED,.
<br />THROUGH 6) EXCEPT THAT HEADERS (2) 4 Q SHALL NOT BE USED
<br />5 ALL SCREWS TO BE STAINLESS SIM 304 OR 316 AIS SERIES OR CORROSION RESISTANt COATED CARBON STEEL AS PER
<br />DIN 50018 W 9 IT 94ALL K THE RE-SiPONSIBUT'r OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF T ,HE SIRUCTURE WHERE SHUTTER IS TO BE
<br />W YIELD SWINGTH AND 90 kii TENSILE STRENGTH & SNALL COMPLY W/ FLORIDA BUILDING -
<br />11�50
<br />SECTION 2- �3.4, ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO COWRrTE. BLOCK OR *000 FRAME
<br />BUILDINGS.
<br />f� BOLTS TO BE ASTM A-307 GALVANIZED STM. OR AISI 2504 SERIES SIAINLESS STEEL WNHI .36 Imi MINIMUM YIELD
<br />STRENGTH, 10. EACH REGULAR VOW PANEL Wn, I LENGTHS O" V-9 THROUGH t2'-e. AS AER SECTIONS 6, S. 9 & 10 AND ALTERNMITS OW,
<br />I-
<br />, ANCHORS TO WALL SHALL M Ar rCUJWS- 5W & I QW ON SHEETS Z, 6 & 12 MESPECLNEL`V� SHALL A" A LEGIVILE AND READILY IRSIBLE MAMOTS MSMUCTING OWNER OR
<br />TMANT TO SECIW PANELS WIP4 APPLICABLE RIDWORCEMENT DURING PCRIODS OF HURRICANE WARNING
<br />(A) !� � I 1 THE INSTALIATION CONTRACTOR IS TO S ALL SWIJITER COMPONENT EVOCS WHICH RCMMN N CONTINUOUS WWACt' "TH
<br />t=CAULK
<br />MAKFACTURM By LTW GUTLDEX� INC (MiI, r-�102 p-i) THE BUILDING TO PREVENT WIND/RAON 1 4
<br />- '11W. 04Y-IN ANCHORS. AS MAKWACTUM Sr DONALT INC, (MW� #'J3OW p-)
<br />;14* %.
<br />- /4 .. 3/4' SOUD-SIET ANCHORS, AS DISTRIBUTEV, BY ALL POINT SCREW, SOLT & SPECIALTY CO, 12, STORM PANEL INSTALLATION SKAIA COMPLY WITH SPECS iNDICAIM IN 11415 DRAWING PLUS ANY OIWIDING AND ZONING REMATONS
<br />.
<br />(Lh,,� t*3000 P.-I.) . ROMED BY THE A.9ISDIC11ON %4ERE PERMIT IS APPLIED TO
<br />- 014-10 PANEL41ATE FEWU to & PASELMATE PIUS ANCHORS. AS MANVACTURED BY ELOO, CONSTRUCTION PROsum ' 0, (a) THIS PRODUCT EVALUATION DOCUMENT (R-F 0 ) PREPARED IF, THIS ENGINEER IS GENERIC AND DOES NOT PROIAGE IWORmATW5N
<br />V-3350
<br />(", PA,.)
<br />- 1/4*0 CP TAP-CRIP ANCHORS, AS %ANUFACTURED ST Ift-FAST CORPORATTON (1'3600 p-) FOR A Sn SPECIFIC PROJECT. I.. WHERE THE STRE CONDITIONS DE'AATE FROM THE PLF'D
<br />X 1) MINIMUM ENISEDMENT Of TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3'/4': 2" FOR PANEUMAM FUMLE (b) CONTRACTOR TO BE MESPONSTBLE FOR THE SELECTION, PURCHASE AND 06TALLADON INCLUDING LIFE SAFM OF TIHIS PRODUCT
<br />BASED ON nos P-9O. PflOVIDED HE/SHE DOES NUT MIME FROM THE I;OWDONS DETAILED ON THIS DOCUMENT
<br />10 AND PANEMAITE PLUS AND 1 1/4- FOR CF TAP -GOP ANCHORS. CONSTRUCTION, SAFETY AT SITE i's THE Cotagwrows ReSPONSIOR my
<br />ALT) CALK -IN * OOLtO- SET ANCHORS SHALL HE EMMEDDI 7/r INTO THE POURED CONCRETE, NO EMBEDMENT IN'To (,,) THIS PRODUCT EvALUAnOM DOCUMENT WILL BE CONSIDERED TNyAuD ir w.mom-
<br />SftX%O SHALL BE PTERMITTM 4/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONO MINIMUM SHOULD STUCCO EXIV,
<br />NO I' MINIMUM FOR WALLS WITH NO STUCCCL *0 VAY 81' HEADED SU"S CRY ALL THREADED SCREWS W/O MW, I4) SM SMI MAJECTS SHALL BE PREPARED Of A PLQRR* REGISYEKT) QQaINECR OR WITCHITCICT WCH WkU, BFCQWE THE
<br />BUT WITH WG4 Rim ENGINEER OF ACCORD (EIOR MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE,
<br />PROPER USE Of THE P10. &GINEFE1 OF RECORD. ACTIND AS A DELEGATED CROONER TO THE
<br />To THIS
<br />A 3) IN CASE THW, PRECAST STONIE� PRECAST CONIEFMTE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND UP THF_ PX.D� ENGROO, SHAU_ SUBMIT . LArTER THE STE SPECIFIC DPAM45 FOR RVAIEW
<br />EXISTING WALL OR FLOOR, ANCAMS SHALL BE '.*NO MOUCH TO REA,CH THE VAN STRUIC.URE BEHIND SUCH
<br />PANELS ANIC"CONTE SHALL BE AS MENTIONED IN A,A) AND IN A.2). (t; THIS P.LO- SHALL BEAR THE DATE AND CRIONAL SM AM SIGhkTuRE OF THE PROFESSIONAL
<br />EW-M Of ACCORD THAI PREPARED 17
<br />(a) �219XISTI�� 2=E�' -ML
<br />/4 IF TAPCON ANCHORS AS MANUFACT RED BY 1, T IN BUILD". INC. 'A. SHUTTER MAKIFACIUSIER'S LABEL SHALL BE LOCATED ON A READILY -ASWLE LOCATION AT STORM
<br />: U PANEL SHUTIM IN ACCORDANCE WITH SECTION 1700,9Z Or FEEINDA BUILDING COM ONE LATSU
<br />0
<br />- 1/4 It 7/W CALK -IN ANCHORS. AS MANUFACTURED BY DCWALT NC (INN. e-1500 P-) SHALL BE PLACED FOR EVERY OPENING, LAKUW. V COMPLY WITH SECTION JIM,0_2 OF THE
<br />- I �4'* X 5/4' SQUO-SV ANCHORS, AS DISTRIOUTEID BY ALL POINT SCREW. Sat & SPIECALTY CD FLORIDA OUILDIND CEITTE.
<br />(UN P-two, P'.Q
<br />- 074-10 PANELAATTE FEMALE to AND PARIEWFIATE PLUS ANCIRORS. 9 MANUFACTURED BY ELCO, CONSTRUCTION OHLY Be ustmi W-1
<br />[ !
<br />- LFRODUCM �M?N' Vc-7071 P'.J.) 11 WtOTANNIt 'HE STATE Of FLORIDA, I
<br />, CF TAP ANCHORS. MANUFACTURED MU
<br />/C -GRIP AS BY -FAST CORPORATION
<br />, 'i';;*_:�
<br />4N ,;,;; . :�.
<br />At �'.� FLORIDA BUILDING CODE (1419h Vel"Ity H
<br />.'�� ticity H came Zone)
<br />B 1) MINIMLW EMKOMENT Or TAPCDN ANCHOIRS� ELCQ PARELMATIES AND CF TAP-G*- ANCHOR. INTO IHF c-Aw'; e, , . _ ly H
<br />- � -0- -,.' up
<br />BLOrX 01M 5HAL� BE I 1/4'. 4S .*' ."a vv= .V, 20 GAGE GALVANIZED STEEL STDOW PANEL
<br />Z ,' No ---. I —
<br />0.21 CALX-IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7 ^ INTO JkE C B
<br />/B ONGRM LOCK .Q167 . =
<br />X_.._=M_. -,In/mo
<br />—
<br />INTO STUCCC.SIML BE PER MET) 114* 0-240 SCREWS USED SHAI L BE I L11- LONG
<br />I , GLOBAL PROTECTION PRODUCTS, U.C.
<br /><2���'_
<br />�,L
<br />V91ST, AND I MINIMUM 9OR"WALLS Wlr� NO STUCCO. 11-� STAT, OF - - I — Z Mit .
<br />I E�co.-'-�\. NKCS.. 51 Sm"10'
<br />-
<br />';� _' � _� NI.Lff D`NM.R—MrA I DAM IL 333I 1
<br />A�O I
<br />kot�% W== 20-176
<br />I) t- :y' W_-ft 0. %-)--Y,,
<br />. .. .:&V�� .�. AloW. ("
<br />R I __ 0"o-l-V - O."'n.l., -
<br />_"Zxnp� ,. -1, . "I
<br />I 0000c N�'
<br />I
<br />, � .zw'. - . - -
<br />'9/0k� VAN"'N' SIA"Im A, Dun it'. P'F - . I -F S.
<br />I i��Y'�"
<br />ED, . .. ZZ=- � !M=_
<br />I
<br />I
<br />I
<br />, _Jqi=.M1_4_=Z
<br />.
<br />INSIALLATION
<br />DEMLS
<br />FOR REOMLARK EAMELS(I
<br />&
<br />IN -TO EXISMNra POURED.&OCHEIE
<br />OR CC
<br />WXRM moon
<br />COW" ANCHORS
<br />-
<br />TOM SOCULE ON
<br />V stem a THROUCH II)
<br />CONCRETE ANCHORS
<br />1 I
<br />= SCHEDULE 014-I ,
<br />"em 1 "�'
<br />a Ff'10UGH"It I �' ,
<br />__ i
<br />� ,
<br />-
<br />f-EiZZ -1;r
<br />M, _"'= O' \ �___ E. 0 - __ N
<br />IT --
<br />T-1
<br />OWED -
<br />,,,%----:z
<br />=MVINCti� - 1�4 I
<br />, I-j'�'T
<br />, '-'� J
<br />" �
<br />"
<br />I -� , -
<br />�
<br />==X I
<br />,
<br />IS :a i"(D
<br />, , -
<br />,
<br />1 V
<br />I 2'i -II, NIII,-
<br />�_= \ "-, -
<br />\ I - ' '
<br />_�� -
<br />,
<br />'
<br />==14T, 'N-� r 404
<br />* ,, U4
<br />,,, _
<br />, � I 1 - " '
<br />zkl
<br />"I 'g'�Lr'
<br />" ,
<br />, , '.II"7:__ _1
<br />� '. ,,,, I. .' - , _e e
<br />" ** ,
<br />14
<br />, I-;i-
<br />: I ,I
<br />,
<br />, "
<br />1/4-
<br />MF�
<br />��1�11�01 11�_'Z�W
<br />I k -
<br />4
<br />�
<br />IT t � �
<br />... -
<br />11 --� I ,
<br />,,,,
<br />i\"'�-
<br />PAOrLTS, - I __
<br />I
<br />-- __
<br />_eM ; I ,C:Z-
<br />" �
<br />t
<br />� �
<br />,
<br />I I
<br />I , '-
<br />__
<br />�
<br />I I
<br />I
<br />h
<br />; ---
<br />I
<br />I
<br />� I
<br />��
<br />,
<br />Z'
<br />i -�
<br />'. . � ,
<br />I I - ______.J
<br />-,
<br />- --t . . �'
<br />z
<br />, 7
<br />=POMo ED '
<br />\'
<br />; ,
<br />" ;
<br />I
<br />4
<br />�
<br />I
<br />,. '--,
<br />: 1
<br />I
<br />.-�
<br />.
<br />Co.. '_1
<br />DUMSTMO
<br />� __ -
<br />, ,
<br />_ _ _ I
<br />Y_
<br />1� i E'D I .
<br />_ g ,
<br />'��-� 0- I
<br />;; I"
<br />Rmm I I "
<br />I e
<br />, QI'L
<br />.(�)
<br />I i -
<br />i
<br />CONCRETE REOV) I I i I _"�
<br />.
<br />,
<br />1 t , ,
<br />_ I
<br />I � ,,,
<br />1� ' " 11. I �
<br />,
<br />�
<br />I
<br />R
<br />I I
<br />I � ' > "', I ,
<br />- 1 Q*43A
<br />4rw.- '� '
<br />' .'-" - -
<br />I
<br />#
<br />I MZ *W1101M, I
<br />9
<br />I ,'�
<br />, " �';�1'11111,""
<br />�'."�i-' "K-L-1111 i VAIR, Ine IS "
<br />CAM STUD a i
<br />Ig
<br />va I g"r'�.V'
<br />-L - vp -WA -
<br />� T 9
<br />I
<br />1'. to WATIP, - I _�@
<br />" I
<br />I
<br />I
<br />I i
<br />i
<br />I
<br />12 11r Qc� " 'Ir ac I
<br />i
<br />I sm SMODIM ,
<br />j-T,,,, -.SNAW- �01 �
<br />I
<br />= to -,
<br />.N )
<br />T
<br />I
<br />I
<br />$
<br />I
<br />'0 - i
<br />- 10 A, OL'Ie,
<br />I
<br />� I'll- I '
<br />�il� - -, --
<br />" I
<br />ou"SI, �, __ -, 1____1 - -
<br />� - --- --r-
<br />i
<br />i
<br />I IN
<br />A
<br />I
<br />,
<br />i
<br />It
<br />9
<br />=_� .
<br />___�
<br />= Z
<br />i
<br />i
<br />1
<br />i
<br />9
<br />�- --
<br />I I
<br />' I
<br />-_.- - - �"'_ -_ --- -
<br />. #
<br />I
<br />;
<br />I
<br />I
<br />I I I �
<br />6 ��
<br />--T a
<br />I
<br />i �
<br />i V
<br />I A,
<br />I
<br />! i
<br />I I
<br />i ;
<br />1 'I- . .
<br />, .1 I SIM
<br />� I 0
<br />§
<br />.9
<br />1
<br />t
<br />i r6"" s
<br />I I
<br />I . iz� I
<br />-(-,-A—..
<br />I ,
<br />I '���'
<br />, - I
<br />K*
<br />I I-
<br />; i I
<br />I
<br />- I ! 11
<br />; I I
<br />DIETT, Sn't, 0 � ; I W
<br />-,
<br />11 - - �' _W�0' '
<br />�4 � ; , "
<br />=PoustiD, ...
<br />0, C. - I -
<br />� I
<br />" 4 "r
<br />-0 i
<br />" V O.C.
<br />o"t
<br />V PJ ff
<br />�,
<br />� DUST 11 r"Mo I
<br />_P i ED,
<br />ING POURE ,
<br />I I f,
<br />OR
<br />� 1F ii
<br />OONDAM I'm,
<br />REDUTITCO � " -
<br />-
<br />F ;'
<br />17-e-A
<br />_ -_ �
<br />- C' I
<br />I �
<br />. a
<br />C E -
<br />COHIMM I
<br />9.00(
<br />'Ni �
<br />- ... J � 111_11 -
<br />CONCRETE ftwtt . ,,,
<br />REOVIRED �
<br />�J:""'
<br />J-E�=
<br />I
<br />�
<br />�� W�"�'�."�'�'��j "'�"'S7�11��' -
<br />' - �
<br />PEOUIPM I -
<br />t-E
<br />I, '"
<br />�
<br />..
<br />0sq- i ' .
<br />I I
<br />I-- __
<br />I �
<br />-
<br />, ', � - ,,,
<br />f1f,
<br />. "
<br />=E.TPCUR!T1 , __�S/'� �,
<br />i ,
<br />- I - "I
<br />I -
<br />,
<br />a , I - i4k,
<br />'__ -
<br />W -
<br />I � _j
<br />I
<br />/_�� 41,,,'
<br />0� - IKLIT , .-, ,
<br />, ' "_
<br />,
<br />CONCRETE Ax ft /
<br />;fm �
<br />S1,0CEROD wu.- 1-9
<br />- - Q) a..
<br />REOULM.
<br />CONCRETE ANCHDRS - � - I
<br />_--co
<br />O.
<br />, 1�1� 11
<br />-
<br />CONCF= - -g4l
<br />ANCHORS -
<br />'
<br />?w I S"
<br />- I I
<br />'�":' - -04 TV, I -
<br />comoREM ANCHORS
<br />E: 9. C� "Ar
<br />'$%-,.M%Z
<br />, .11.
<br />W, Irl'"'Atz 0)
<br />VITE S011OW a- "I
<br />sO= a THROUG" 0)
<br />(SEE: SCHEME am- 011" SkS . IF -
<br />SHEETS a THIRP" 9)
<br />')
<br />11
<br />WAU- VROKING
<br />!EM'I;i
<br />"IT ING A R MOUNTING
<br />IWIN';
<br />I 111`17 fIN
<br />IWAIN-3
<br />SCALE, VS-11
<br />No I 1'. — JAOUNTINQ
<br />"WIM11".
<br />I
<br />.111, -" ___ __.-
<br />I— _'_.1 - __
<br />I I
<br />t I
<br />a
<br />EZ. .t EDGE DISTANCE
<br />Sm Sc=
<br />III It - i - �
<br />- '_ - T
<br />11
<br />SEE SCHED LE ON
<br />U
<br />SHEET-- a & 9)
<br />11 I
<br />1AD 04M
<br />i
<br />11
<br />! - i I
<br />i 71 =10
<br />! CANY STUS *
<br />1
<br />I
<br />11
<br />,, 11- - --.-.
<br />�_
<br />, ,2 lie at.
<br />:'
<br />TOP & BOTTOM MOUNTINGS CAN RE
<br />11111-11-I.,
<br />; 4- I
<br />1
<br />! 11 . . I
<br />05'"JI0111111%
<br />A'��!!!!%"!Nh
<br />COMBINED IN MY WAI'r 70 SUIT MY
<br />�._
<br />1�11'1�1�
<br />- � '77 ' ' 7" "%�_ 1:��
<br />777777 7'777777777 77
<br />I
<br />'� '.' NAtN��..�P%
<br />Extsim Poutp� , Q. -
<br />CONCRETE - '3/4't � �
<br />I
<br />,l .
<br />_� t - �
<br />- -
<br />FLORIDA BUILDING CODE ft III 10I Hurricane 79no)l
<br />— - � __
<br />I *:* . 7 , E
<br />1 * � =
<br />gem TALMO, INC, 20 GAGE GALVANUED STEEL STORM PANEL FP_
<br />04"N',` or
<br />-r.—.:.—. '\_�'
<br />".
<br />� A .:*=
<br />TE S _�
<br />�_
<br />I-
<br />CEIIJNG,WD gn MQIlHTINr-
<br />.
<br />sl)'.
<br />7�� %'. �
<br />_.-
<br />!N'tilip", Onto � -
<br />1-i", �d� - I
<br />1%,11'y
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. '0AX.
<br />.100 S.W. ST SINCE! -
<br />D_ �_ - _�'__ __ �_ WC� ItL 33314
<br />Z--&X 20-176
<br />7
<br />5551 $izp
<br />L
<br />..' , Paw.
<br />'=':�_
<br />'�- �W= � - Cow M' 0 - W#)MWTM& FAIL BIM)MIS-0710
<br />It
<br />zh-oomfo , . !I- I - I I- I - I - WW44 Nil
<br />!
<br />I
<br />W&M A, T , -
<br />ALORIOI 2-i 141 'III.
<br />R l 1� �� t - , �.� ow 4 OF gi
<br />- i
<br />moptuc LnM,IuA1WX_XtrQa1 _%_202" :5
<br />6. MATERIAL CHARACTERISTI AND SPECIFICATIONS:
<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 speoffications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D,). drawing No. 20-176.
<br />�
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7. 1. Shall be st ridly In com priance with General Notes Nci� 1, 8 thru 1 4, indicated
<br />an sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated
<br />on sheet 21 uf26 of Product Evaluation Document (P.E. D.), drawing No. 20!,1 76
<br />prepared by Tilteco, Inc, and signed, and sealed by Walter A. Tillit, Jr,, F,E,
<br />72 Produa may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1820.2 oftha Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />I
<br />Product Evaluation Report prepared by Walter A. TOM, Jr., P,.E. (Florida License
<br />No. 44167), President of Tillsoo, Inc. (Florida CA.000,6719�,
<br />WATILL
<br />D�� TILTECO ADMON RECORDS � P. E. REPOFLT-20 k GLOSAiL, FROTIECTION PRODUCTS, LLC 1 20 E3AGF
<br />GALVANIZED STEEL STORM PANW QRM 4 90-Va � REPORT At 20-0721101
<br />-
<br />/F1 L I ECO imX_�
<br />TILLIT TESTING A ENGINEERING COM
<br />- .._________ I I __
<br />WALTERA. TMI-A J&, R& P tIlte ...
<br />ROOMFL?1l T 4416"
<br />_T EVALUATION —REPORT F",&U-N�L0,300719
<br />I REPORT NO.: 204727.02
<br />DATE: J uly 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-CATEdORY.- Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protoction Products. LW
<br />4800 SN, 51 Street
<br />Davis, Florida 33314
<br />1. RU6P9§E OF EVALUATION:
<br />'this is a Product Evaluation Report Issued by Walter A, 111111t, Jr., PX, (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61820-3, Method ID of the Florida Department of 6 uslnea4 and
<br />Professional Regulation.
<br />This product Is being issL - Ted an Evaluation Report as described herein, and has
<br />been varifted for compliance in accordance withthe 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least 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 changethat may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2A. PRODUGI EVALUATION DOCUMENT,T—E.%).
<br />Drawing No. 20-1 75, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />I ,
<br />�§haets I thru 18 of I 8 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteRk
<br />"M. "01. 40'.1s
<br />,
<br />Evaluation Report. �� I '� '.:.'kZ/%'
<br />'), "'.
<br />` "...' '�'
<br />, E C/: -
<br />- - - . .1 -
<br />j� , . - .? if"
<br />- I �' . i
<br />� - , � *
<br />_ � 167 1� z=
<br />- It .. : -
<br />- � :
<br />. � I.- - * � * 1
<br />I
<br />" / S.'Z.. S7ATE OF 11
<br />- - " Z
<br />, -P - - .
<br />"', O' � 11 'OR �
<br />. .' -
<br />, - . -
<br />, �0 .
<br />e --_ �
<br />6,ISSN.W.36thStrcet,guiir-305,Miaaii,Fiorida33166-Phow.(305)871- - , -1 31
<br />If011f, Iklklt'
<br />-
<br />CQ PONENM ME REGULAR 1k LIEE SAFEIY MRM PANELS
<br />(SCALE 1/2-11")
<br />--�,---�-----.---.---------.------�I&II6* CIORAL WIDTH)— --,--- -- --------- - - -,----- --� - - 11--_1 tS_IW (TOTAL WIOTH)�- - I ___ - -7
<br />------------------ 12-SW (EFFECIff W6G7K)- 1_____1_____1 I----- ------- I I
<br />I I : I
<br />�
<br />: -"'-'-$ 1/4"' - ... . . .... . ---- I I ; r----------45.2SO'------ - �
<br />I �--I.SBO'� �' -1.3*_ ,-I �150'_ 1 ""'SW I i ,-%��w
<br />�11 -'- ' ' � I � ' � ,t� N J .
<br />'
<br />I , - 1 � I '�' t "t I I/ _-t_-So'_ DOW AN, THICK 1.150, - /N !�
<br />- - , I
<br />- " '� I I "' ' r- ___'7 _ I - z-
<br />J ' I < ."
<br />. . I ONMAMIM STITIEL, '� - "�
<br />I�r � � , �"'- �O. *i6 - AM A-0EQI
<br />- - i , - ' . 1� ' -15C . - � , � 11, f OcKA61E 50 '_ 'r-
<br />" ' e � _�� OD'u- ", THICK t . , fe, , I I V PL"'�
<br />�' �-'ig 2�.'- W� �/ , '* �047 . G-80 tKv- = .1
<br />.'�
<br />/_ ), HE
<br />4AtVXNQhED STEEL - / ZOW ,24p;�" , I HEMMED Typ -, t ' 1, _'
<br />//�'
<br />2.0)0* . TYP ASTV A-W
<br />I I
<br />\ 'AY ' T'
<br />I I -M _ _
<br />HE"ED CRAM --a MINNUM CIETAIL 01:70,11. AJ
<br />-_ --EWE 0" 1. �
<br />- �'
<br />�
<br />titVAJI. A \ � 411Z r_00 mv. . ALL A . , 48Ar
<br />, ' L J.
<br />,- � ------------------------ -- �'3 -.- -.- ------- I I � I - -1 - - - - - - - - - - I
<br />- J��;; . 1, -IAT I
<br />"W.
<br />- -------§,25G*- - 1 4.23 - -
<br />T 3TOWIL-fts" 0 END SIM PASU
<br />20II7 ---
<br />'
<br />�"'w" 1 7 = I
<br />"
<br />RMIR 3 PA�_��' '� 1`11^ 1-11 _I;- - '_'.1 , !"iintl'� ____" ------- -I - 2.1117-- .
<br />, I IW A a -.,w l/*'tFNL I/4-IF-2a. ..
<br />I 19L - 1,
<br />"I " � I. 1 !2�: - W4 SoOrs X+ SEPIDS �
<br />I I 114 - __ 11 - � $ 1 ---I I _!.V5* . �?SW7
<br />W1 HEMMED CDOC ' ,-' �' . ' # I .1w 4 OL I I � . W -3LS sful WYETU SIS. STUD I
<br />-11, _� __11� I _;;�_"' . ' _t � i I �/MrLc'lc. 12 ,/7* Im � 0
<br />A' �' 4 -_ -1 1 L I : f 11.2� I! To W. VI'low-
<br />'/ _'__�' *BOB 3_'�' , .1007 � I 093" ! " IF 4aw ,,
<br />1.=_4=1 �' . 2.0 : DO " ,
<br />/� < � - 093" - -V : 2,l25 i SEE --
<br />75a �'._�J'. 'EI-9- -
<br />e � � I
<br />I I
<br />� I - " I !i, ,02A: ; I � I
<br />I 1 AJ _- -
<br />'
<br />!�? q & 0. L I I '2V i � I
<br />,,'� HEMW` - �' 1'
<br />�" I_' _'-i�250- -1 - � ; " I - 4 1 . - S�A
<br />I
<br />/ /J , W WS I : 1
<br />I'I
<br />_�� I -- -- I �f
<br />L
<br />_ " r "I.sOr, -, ,�W___J'
<br />tr` 1_.1____ --!* M0K"-'--'__'' -
<br />L I 5 I - I
<br />�
<br />_ . � � -
<br />_-2. - TV W X!,
<br />ETAIL A Coo. SO , __2.000�".":�
<br />/ --
<br />ROUNDED 0DRNS"f" Of PANEL'S n9fi;
<br />END UP W/ MUMED EDGE, �D *b* HrAQM @ ex-MAM (�) ANGLE (R AN= M MUD @ ANr,LE WrW
<br />(N'T-S) REvIEME STUD
<br />1 - - -----I WM
<br />. I SIM W,
<br />; - = _j__A 11�4 * 2,04 I
<br />; - 0,344' W, TOP FM -iLr O.e .374' . - _750 . �
<br />� T I-- - - PANEL ,lea'- ?!' , ,laso-7- � '310,
<br />I I - 1,30 . I,& ____ -, � C 1, __ - _,'A -, � AW � 7 1 . /*-,_2o 304 SERIES
<br />. -
<br />I t ,
<br />' ':7 i
<br />- 7
<br />*
<br />- -�/� --_�7 - - I -"� .
<br />� i 1-407"i 1063' F V
<br />05:1 r I . -- �11 5 STUD' iNvia TO
<br />'3 , 'j, . � � r- I 1 - i I ; 1;4ZI1 0 42 */2' 04,
<br />� j
<br />� I � � . _1 - 11
<br />t i � 1390' ' - 671, � �:�+___.J 's � t;,I, I - - ,--4-1 1 i I
<br />I 1 4 I
<br />1��Ar 11.0 ... Br .5w,
<br />(___ i -I'DO.- _1%
<br />� 7�* - 6
<br />�_7` f � '
<br />_�'
<br />F_
<br />- '_'_ �&_
<br />-2 TOS3" � �
<br />i � 1 ------- I � j
<br />I � _10131 1 . � I
<br />� ; 1 - 1- toir
<br />I
<br />- _W
<br />I LC=F% ____ , _�_ I I � ,
<br />- �'4=.� ___
<br />.957 1 11 t_ Im. L___ T _ ___ A
<br />. I ,
<br />t 00m, PANEL OVERLAP , - � MS, IL 1, I 11 I .
<br />� ", zi;e ___/ Zow-__ ' ---?' -)
<br />7.000- (�) KEY HOLE WASHER ,---I:::_:_
<br />; - T am E=Q
<br />I � 1003, (�) 'E- TRACK AMU (R 3Z6" = JUCK
<br />� 'a - Me _r �. j"%M011UNNA, MM STUD
<br />; IM&MMUM;M) ;�44-A_ �
<br />�' I, r - -"--,,--.-.--'
<br />( - 0* N� TIQN,
<br />: I I
<br />I - _M� AV LOW. P � "� --
<br />I
<br />. 1 -7 X, -
<br />)
<br />I X'; . ..... * 'tA
<br />: I I rox" '* -�,,--"yr't:N&'& 'I.' -
<br />1 ""'!
<br />IS*. , "'W .* "
<br />i L& 1. i
<br />t ---- No 44167
<br />i ; �' - I " =
<br />r �_W_
<br />I = -*=
<br />I . - FLORIDA BUILDHIG CODE (High velocity Hurricane ZDre)
<br />'.'�" ______J I-- = **. * :
<br />-I '%_i" Im NICKEL Jaw"Me. a ' STATE Of .. _� - erm 7101M WE- FY
<br />S � I
<br />I— _LL_=='?5O* 1-875 WING NUT -:�% .'2 20 WE GALVAKUD STEEL STORM PANEL
<br />�- __
<br />S" 0 A il. '14-, WM4 &�' .
<br />X
<br />I
<br />i— 2.Qoo'--- (�� KU HOLE '4L'... ;
<br />.' - ��
<br />'n
<br />W��-Al AT PME N. 1-1 GLOBAL PROTECTION PRODUCTS, U.C. ' "O.1t.
<br />�� _ - "�
<br />I 2*XZ!X I 1A* ONTO -1 , .=%" STREET
<br />ca) AT ALTIMMATNUT. ow WIND NUT W/Ovy --- Z� - �__ �_ - mi.
<br />jaL, 20-176
<br />ALUMMK-Am" 01111IOUTHIC *ASHEN W/'VEOTOK V.!*,E =*0�4'mv -0, Amw (041600-7ISIA FAXr (SURISF-am _J
<br />MANNO -
<br />. =*1-11-321= .1111= Ox SCAL'VWnwa'm - -
<br />. ar
<br />nd.Vawn 1114;� " i M_ A SHOIJ 2 OF a
<br />I -.1 1 '"
<br />,,,
<br />I ''I
<br />I
<br />a k 2) ;;WiDr;--nM& 9)
<br />i I 1
<br />,- -�4' i� ."' i : I
<br />11-11 1111�� W 1p_� �
<br />. : � %Krum
<br />t [� 1 5i CONCRETE SUOCX
<br />i I A 0 ;
<br />, I _____' i
<br />I � I _'_ i I'll 1.1-1-1-1-,
<br />L. -'_ , - - _L_ I i &
<br />-1 , - ,1. -1 ---
<br />I - �p - , � , � , , _ 11 I ,
<br />I li�' - �
<br />I 4, ce,NP I
<br />I w'=w � 'LISS, �I
<br />___1' I FAND. M" i
<br />... � - I SECTOR a
<br />____ �
<br />�f __ � I = SINI
<br />' iEE - ' I I _'�
<br />i wzw-s I �1-me""C"
<br />j.... ; 'Cl I
<br />f . I It
<br />� !, . I
<br />I
<br />/'�� 71771, 1 1 � 5,
<br />'
<br />I ; �
<br />� I, .�"� I
<br />� � �fn`i�
<br />I , . "I
<br />DISTING POURED E i 0. .'�.� f � r I
<br />CONCRETE OR ' ' �' I � 4
<br />CONCRETE: 01.00", I , I :
<br />, I I E-R. ,',
<br />REQUIRED. , : 1EXISR40 POURED �
<br />_�?' I, i CONORM OR _ '.
<br />IW,,iA 3 CONCRETE BLOCK ;;; 11
<br />I
<br />�;, .
<br />� I RVOL149M , 1/2'
<br />. , , , t _ __ ... # I, "I'll, "I'll, 4 ,
<br />"�' , . - �'�_'
<br />CALIA-M OR AWAMYT. , ". C
<br />FEMALE Ii AND co"CAM ANCHDIU, - �- 't
<br />PLUS OR CP ,TAP ORIP I 111�1 - - �.'
<br />ON On Saco" 00. . _� _" /' olm
<br />I '. k SHEM a lHIMLIM. 0) "6"
<br />S%rll".14-1? WALL MQUfMUG 'D'_ �"� J
<br />I
<br />,
<br />.. Z/11.
<br />__ � DUST" IF NEW V WIDE I YARIESS X I/
<br />�' WM THICK ALUM. TUBE OR t' * _O'_ I
<br />- _'�:_ , EXISTINE, STUCCO/ P T WOW PLATE SPACES I
<br />I '
<br />-71 - __VOCID SANG - I
<br />- � - / � ' , * NEW I' WIDE . OAMES I 1/8' ; __01
<br />. TUBE OR I' I VARIES
<br />t - � 7' WOOD PLATE SMCER i
<br />I ,� , L Q NO TRACK
<br />'. � . X� I CONCT= I
<br />.. I ON I
<br />I
<br />lir I I � tw j x0a 0.4�
<br />I , -1-1-N � "I"I" , - '�_]' i V
<br />OWE I I - CONCRETE BLOCK "A &Z&igW';W
<br />0, SIX=
<br />. A) '112Z REQUIRED, Z TANIKS NOW.
<br />)(111. SECMON X!!!-X
<br />SCALE 3/6-'-
<br />DUAIL IF . Top a
<br />A"4AWIT TO S ,' -998=9 BANDS
<br />ni
<br />E,D. - EDGE DISTANCE I
<br />(SEE SCHEDULE ON
<br />I ETS a & 0)
<br />rV`W`ILWeeA,c..0e
<br />. "
<br />'V,
<br />t �,�_
<br />I -1
<br />- OW-11,
<br />,
<br />,
<br />,
<br />-
<br />1-41-1,7\1 1 14296:"'.,
<br />:_ -
<br />-�
<br />.
<br />- �
<br />"I'll k .....
<br />L ,,' ,
<br />L_�ioe
<br />_-Neu, . ,
<br />Qivj,/if
<br />B�*)
<br />,
<br />gammoml —, 0-M
<br />4 exeir I
<br />r- I-
<br />"-- _r'
<br />- I-=
<br />—4- _J
<br />);;- I" .1 11.�
<br />� = -= - -
<br />I N)
<br />-1 Irt
<br />t -1
<br />'Ats., � 'Ir r."
<br />� -I - lir "Imll 0
<br />__ — I
<br />W. =rl. , 1/1 " I
<br />Q�;e-'w (D-0 , I .
<br />. 6— - ---I*
<br />r;ktAwk I � 11
<br />.041"I", , -
<br />A", Am,&= 11 'l;_ �ft " "
<br />'0IN, 1/4' _� r-,\ � TaIv /- -, 11 r
<br />"'--/ W_11__=
<br />CASE C (ft"
<br />SCALE 3/16-l' CA$
<br />,
<br />Sj&VN)
<br />__ is� ""
<br />L����" 'e'leat -- ='- - rw'-M! A, !0'05� -1
<br />A - - - - - Mr.= :104=- 1
<br />I
<br />I
<br />: . '�� I `_
<br />T _011 Im I J. , _T I/ '11� Y! , ,,l)FAS
<br />� %X"-ITSe1`RD er' '��
<br />I I mot 41 .
<br />L
<br />� 0-6 I _'r QIWPONI ..."'...
<br />att-I ��0'N,\, _/ '_\__J_ I
<br />3E
<br />4Y r'M E �PLANI
<br />I
<br />I SCAM 3/1"11
<br />QDMT EVALUA 4117, 2
<br />. -
<br />2.21 TEST REPORTS
<br />Large missile impart load tests were performed under SSTO 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William
<br />R. Mahner, P.E., Boriz Moroz, RE, and Henry Hattgim, PIE. and Report No,
<br />02119�01-09, dated February 26, �2009, signed and sealed by Edmundo
<br />,
<br />Largatespada, P.E. and Henry Hattern, P.E. Large missile impact arid cyclic
<br />loadings per Protocols TAG 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E,
<br />Tensile test re ' port No. 9CM-198 by QC Metallurgical Inc., dated March 13,2009
<br />signed arid gealed, by Frank Orate, P.E, asper ASitlM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKMA 31 8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />2 3. BTRUCMML ENGINEERING C"!JLATIONS-
<br />,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchorspacing vs. design wind load and panel
<br />length based an rational -and comparative analysis, and in accordance with
<br />section 1604 Of the Florida Building Code, Calculation* prepared by Tllteoo,
<br />I nc,, dated 12il 8110 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. TIllit, Jr., P-E.
<br />3. M19,51LE, IMRACT RESISTANiM.,
<br />,
<br />Large missile impact under section 1609.1.2 of the Florida Building Code. as per
<br />SSTD 12-99 Standard and TAS 201.
<br />WJND L!DADA-RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheetsS, 9, 10, 11,
<br />12 and 17 of i a, of Product Evaluation Document (P.E.D,), drawing No. 20-176.
<br />Maximum Anchor Spacing shall be as indicated on sheets 6, 9, 10, I 1, I � thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E,D.), drawing No. 20-175.
<br />24 Gage Galvanized $teol Storm Panel has been verified for code compliance to
<br />work ,as a non -porous storm shvfter assembly, as per SSTD 12-09 Standard,
<br />I
<br />f MUKZR9912� - �6� I
<br />I
<br />5..INSTALLAIION-
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru I 6 of I 8, of Prod uct Evaluation Document (P.E.Q.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 6, 16 and 18 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />0-MATERLAL CHARACTERI MCS AND SPECIFICATIONS;
<br />Shall 4"Tictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P,E,D.), drawing No. 20-175.
<br />7. LIMITATIONS -AND CONDMONS OF USE:
<br />7. 1. Shall be strictly in compliance wah General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P;E.D.), drawing No. 20-175
<br />prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr.. P.E�
<br />7.2, Product shall not be Installed wJthin HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620,2 of the Florida Building Code.
<br />7.3- Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 4067,), President of Tifteco, Inc. (Florida CA-0006719).
<br />WATkLL
<br />DnTILTWbA:�MON RaCORDak P, E. R,EPORT,211
<br />GALVANIZED S7.FELVORM PANLik bRI0,3420-175 �
<br />1/4, 2/4. 3/4, 4/4. 5/5. 7/5.
<br />4.IW/10, 2W/10, 3W/10� 4W/10, +6/5
<br />5W/10, BW/111 & 7W/11
<br />�.'3' MAX____________. AICHOIRS� FOR CONCRETE SEE SCHEDULE ON SHUT$ a & %-----.-,-3 . MAX
<br />I I * MIN FOR WOOD SEE SECTIONS ON SHEETS 10 & It � I' IAIN,_�
<br />I -
<br />_'; 0 1 1 0 6
<br />- --- I � . 11 �_ -1
<br />�117�__'_ I...", .I,,,- 11 I I I—, -T _T' ,/,-- ---'_',--T'--V--'--'-, -'- -'r [
<br />D'M_Oto.&�@ '�I�_,_ I I � � � t
<br />� I I � � �
<br />E_
<br />I � � I ,_ I t
<br />I 11 ' . I— � 1 i �
<br />"
<br />@10.@1@, 60 1 . -, _r i I � i . �
<br />1 1 1 1 1 ! I J I
<br />,�;
<br />1 7, 1 �17 i I .
<br />I 1 1 1 1 � i It � i I I I 1 2
<br />1 I � i
<br />1 ' � . i '' i
<br />'
<br />, 1 I . � I f
<br />I 1 1 I I
<br />; I I � I I i I i I I H � �
<br />; 1 '' . �
<br />11 I � i 1- . � I
<br />I, I I � 1 'i � I 3i
<br />; 1 . 1 � 1 i I ; I
<br />; � � . ED
<br />. I I I - . I � - - " � L ! 1
<br />I ;;"-L- i 9
<br />� _ _J_ � � _-. "I __ -__ _11
<br />- __ _J _L_ -
<br />, ------ - - -
<br />� I 1. � I I
<br />.1-1-1 1 - ", - r 7 - . 11 -_
<br />- - " -v---, � -T- , --- ----I-- - - ---I --- - -ff
<br />- � " I i i �� ,� I ' I �� 1 1
<br />1 � I I - I I I I i I
<br />I I t I
<br />j I I i I - � il " I - I _'�_ --- I— . "' I __ __ F - I .'
<br />. � - I -, 1 , I
<br />- _ I - _', 'f I':_ . i -4* �
<br />t -- -'
<br />_<V 1 I
<br />" I i + I 1
<br />I I
<br />1
<br />, ..
<br />� I � I t I
<br />� �__ I i I I I I I
<br />�
<br />I I - I � I 'I i0bol -PiAfis-W/ 'i /-40, :FW. - - - I
<br />1 ! . A& �
<br />i I ! i I -
<br />A
<br />I UNBOLTED PANELS i I ' I I ' �
<br />(SEE SECTIONS AS I I , - 1, I i J ' - � _ij.S. ws' SOLT W/ 7/0- . 3/32- 1 :1
<br />�
<br />� ! I I ! I
<br />I � � WINIINUTS 0 EA. OVEFDAP
<br />I
<br />i APPL . F I I i I � .
<br />I ) i I i ! ! I (SE1 SECTIONS AS APPLICABLE .
<br />1 I � . � I ; . � 4 ) S
<br />: I i I * I I
<br />I I 't , I , I 4 1 � �
<br />I 1 ! . I � � t I . §
<br />� 1_1
<br />-i � ,,, -1- I - ____ � -L-1 ... I --i _11
<br />I - -' - I j�L� I
<br />- '_ -
<br />__ - __ I - - ---T;,;. � � - _T__ - - - - - . I-- T �F 11 I —_ I— 1. -."-- -
<br />I i ! E
<br />I ,,, I L "I _11 I I
<br />1 �' ,-I - i I-T I i 1 . �
<br />' � i
<br />, , . - � � i i I 1
<br />! 1 t I
<br />I , �' ; i I � I
<br />I I 1, i I I 1 i i 1 1 5 1 � . Ili A
<br />. '
<br />��
<br />� I ' I MA
<br />�
<br />i I i I ' I 1 I 1 1 � I
<br />I I "'I 1 � � i � � Y I 7 10
<br />I , '. I I i I . i
<br />, I I I � I . I 13
<br />- ,
<br />D.M.,@.@,0-@ , - � I_ ! ___ I � 611 - I I -
<br />� - �; - __ i�7. � i41_1
<br />_01 -
<br />:It:�' i � IZ4 0 *1 . , I 11 _j
<br />@-@'@-@� V �6_ 1 -Beelleetemid,mlit - ........ .. " I
<br />"
<br />13, kw -_ 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, - - 3- MAX � I
<br />I 1. ON. I- MIN.
<br />�
<br />-
<br />' IW/10, 2W/10, 3W/10, 4W/10, 6/5
<br />� .W/10. 6W/11 & 7W/11 I
<br />_�_1 � 11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHMIS 8 & 2__,_.__ ----.,- . __-r1- :
<br />FOR WOOD SEE =110TIS ON SHEEE7S to & 11
<br />V__ A,
<br />-
<br />IT
<br />"] 3 & Q ELEYAIION Virtual Review Assist,
<br />N.T.S. Plans Review Inc.
<br />complet
<br />for COMPI ed and approved
<br />iance
<br />247' 1/4' III- CAP with the 2020 FBC 7th Edition
<br />DAN. OVERUV -1 WHOU Wkutla bY Oebra Ann
<br />. , e Kiahr
<br />Ili I e ; I I I-- PX2300
<br />I
<br />4
<br />— �
<br />Ill W. 'i �
<br />i/4� I , �' _1_/ N-./ ,%%%u 0 77
<br />MAX GAP I .:
<br />Y-G)
<br />; ",
<br />i 1. -
<br />\) S' . . FLORIDA BUILDING CODE (High volochy HHur cOns ZODIS)
<br />(� - -
<br />....
<br />Z : . No 44 . S axal, "JIM INC, 20 GAGE GALVANM STEEL STORM PANEL FP.
<br />X DIAN In:
<br />:
<br />'
<br />* ----,. SIT j __ In/2011
<br />-
<br />SECTIQN A -Ai *'-. - .��� GLOBAL PROTECTION PRODUCTS, U.C. a' Mu'.
<br />N,T'S. !�t � _�
<br />, TATE 111!`_�_ I
<br />Z:::::�
<br />-.0'. J
<br />1" I, *- ! .W 5.1" 51 MIT
<br />'0'.. ".Omr'� wal A. 33311 20-176
<br />,,, 'e" ----:�g� A
<br />A �F!55-7w' I'A*- (w," __
<br />'I* -_
<br />DRAM04, -
<br />.3"841 D N At , 'G ""'_4
<br />I, - A - .
<br />I %1""I 4#001�w - - SIM 3 W 26 1
<br />.
<br />I
<br />-
<br />MIALLAII911
<br />DUAILS FOR MzQLAR PAREU2LA_0
<br />_____.____
<br />INTO EXISTING POUREQ
<br />M,QNCRETE OR CONCRETE
<br />r -
<br />BLOCK SIRUCT!IRES
<br />ANCHIOAIS, FOR CONCRETE SM SCHEDULE ON SHEET 9 __
<br />---LIQURED CONCRETE
<br />: OR CONCRETE BLOCK
<br />_= CONCRETE
<br />CRIETIE BLOCK
<br />i____J;r
<br />DOZC;=0L=
<br />) ----------
<br />13* McF.
<br />__ -_ _
<br />FOR WOOD SEE SECTIONS ON SHEET 12 3: M. �
<br />P'.Sr I
<br />� RMUIRM
<br />I �
<br />I � REQUIFIED
<br />i , REOURED
<br />I
<br />:,.
<br />- '.!A;,,'
<br />I
<br />(MX awttAp -1 IMNOUE wam !�` �_
<br />amwa
<br />I 1__rl"IC"rKWS
<br />I I
<br />I SHUT 9)
<br />� .
<br />�
<br />i ��
<br />I
<br />S -1war-10.0
<br />; � I SHEET 9)
<br />L �
<br />� '
<br />� - ��'
<br />I , I - I I W-111=
<br />I �
<br />� SKM P)
<br />� .
<br />� �11
<br />s I
<br />i i
<br />� �
<br />MIT,
<br />�
<br />11 77 [-K,44 � i
<br />0.14
<br />� f � __._1'___1!
<br />7 t � I , ,
<br />_�e I; ! � I I . I � �, �� , ! ,I �
<br />` I 1 ,
<br />'
<br />i - - � ... ___ __
<br />I - I .
<br />I IN ,� i t �
<br />� C�__ -, i :
<br />; I � - — -
<br />,' -
<br />. J �! � I
<br />r
<br />; - t
<br />-
<br />_� I
<br />\�_ ------- - t
<br />. -.1 I
<br />___1CJ T I
<br />� J
<br />� "
<br />� i
<br />; �
<br />11, � .' �' 'i' '�_�'4i I � iLi_ I i
<br />i
<br />i- � 1, I
<br />,
<br />� 1 I � . '�I � � i
<br />i � � , � I ; i i ; ; �ii�� �
<br />i i 1, I . . � �t - � _"',' i i
<br />�
<br />. L
<br />I " It I
<br />'-�� : t I
<br />,
<br />- � ; I
<br />I 3
<br />I -11 i I I
<br />I �
<br />- . !
<br />" ' 4
<br />"��t i , .
<br />i 1 , 1�
<br />� � .
<br />I � 1 � ; z � , �;'
<br />� � I ; I ! 50%
<br />� � � : � b � J! I � 1 or 10
<br />I I "
<br />ri
<br />� �';. � I � I
<br />Lit
<br />I i ; - -11
<br />] z-" ,
<br />� a I
<br />I C� ..' ,
<br />IT. " I
<br />I i ,
<br />,' ; 1 --a
<br />: - "� � ; �
<br />Et " , I
<br />'.
<br />, I � I
<br />, .
<br />�� --a
<br />I , 1
<br />.,
<br />I : �� t
<br />I I
<br />____ ��
<br />.
<br />'
<br />41 1 ; � L , I , , �
<br />11 ; 1 1 F , l`WX
<br />i_ _ ! i - '� - I ��_ I �__
<br />1-1 . __' � , - � I
<br />-4- - .� �
<br />__ �_ ...... -'__ ; __7 I I � � I I
<br />.' , �
<br />" - f � . -, 1 � - I
<br />I � I , �
<br />:� '!' '
<br />IT
<br />E
<br />gis
<br />6
<br />� � � r
<br />4U�� I I I
<br />I � �
<br />�� I
<br />i ,� !
<br />I-, �
<br />6. ;;M' Woe � 1 , � � % , � 1
<br />I
<br />I I . i i I ) � � � �_�_i ,
<br />� I " I 1 z '
<br />I '
<br />I I � 7 �
<br />�
<br />! I
<br />I ; � .
<br />I ;
<br />! [ �
<br />- I .
<br />, � �
<br />, , I
<br />"I, W l 313e I i � � � � , I � -A -
<br />, ' ' � t I � I
<br />� " i �
<br />, , MR a r4nYie
<br />i
<br />if
<br />I W S0%Aq_ I � !
<br />I. -I ':�" 1 :
<br />I Q
<br />i Mw I
<br />. �
<br />-4� 10 ! 1 S
<br />. I
<br />;
<br />. . 1 1
<br />� I I
<br />i- � -
<br />' 4sre .
<br />I I
<br />� I
<br />, , , OVOW, V -
<br />� *
<br />� , , � Mi - , ��'v , � i � ! , : � -11 ------ I
<br />, -
<br />, , , .' i � ... i
<br />4 , � I �
<br />� I ; I � L ,i
<br />- � I � �
<br />:
<br />4
<br />i !
<br />I i ' 1�
<br />etc, 0 t
<br />I : 6
<br />, 5�
<br />I
<br />�
<br />I ll
<br />; 9 �
<br />I
<br />� 1 i
<br />� ; I
<br />�
<br />,
<br />,
<br />� I ,� , � ,
<br />i �
<br />, � . : I
<br />" , " ; � I I ' ' t I �
<br />!, ! I , 1 � � I : ? ; ; I � � �
<br />. - . , �
<br />, �t
<br />, _'� - _� - 41 � I A
<br />; '/.*�I' � , ! W- 9
<br />I -',
<br />StS. K"M W/ I ' i
<br />- V4 - - - ___ ,i !j
<br />W'iew .' R
<br />- - _�' �
<br />A - -
<br />I - - 1 I - I
<br />I1t4__2oI,t1 I S
<br />�' IT ; !j
<br />" "
<br />i7 Ili * I _'__ _' ! 95
<br />KIT IS
<br />__ , - - - -
<br />- -
<br />I./.-- - � I- - � _�
<br />1, 2'
<br />--2we 1
<br />� �
<br />I W-TS W/ I
<br />0 . 3 Or' . � --- _. ____ I I �
<br />011 �
<br />-
<br />�
<br />__-�
<br />I I
<br />1 1
<br />I
<br />� I __ _' , -
<br />- - , rrr , - - - I - - , 56X
<br />� - .
<br />� l I � � - ' . ' ; ' � � J ; or .
<br />1 , I I � , I
<br />� ' � �
<br />I � � � � � � : ! � I 1
<br />! I 1 ! : I I �
<br />' , I 4
<br />. I � I : � � � ! i . ,
<br />1 1 � 1 ; ; 1 �
<br />4i,
<br />at
<br />El
<br />1
<br />�
<br />i 10
<br />I 'd. � 3 �
<br />! , 1�
<br />,
<br />" I
<br />�
<br />;
<br />i
<br />i I I � ; 4
<br />� � � I i
<br />i � . I I ! 1 j 1 1 1 ! � i �� 1 . � � I
<br />I _1 _. .--..-.-..- -I - . 0
<br />V - " _'____ I 1 ---
<br />i -V
<br />11
<br />--- I
<br />I I I
<br />I
<br />�i
<br />k--- ---I-"- "I _..... I : __X, 41
<br />� -,-- -_ _��_
<br />�
<br />� I
<br />: i 1
<br />�
<br />� I i � ! I : 1 � � , , J � � ;
<br />� � I
<br />�i i ; I � 1 J i � li 1 � �! . I �
<br />I
<br />t
<br />I I �
<br />I 1 � �_
<br />i � I
<br />� I I
<br />i I .
<br />� i g
<br />-
<br />,
<br />I "_ i. _--t
<br />t I I I I I I
<br />i j sO" '� =V� ft f 4 50%
<br />�_=`P � ' T [ I I
<br />�
<br />wt� � I I
<br />I � 5"
<br />, ,
<br />--�X�`uo.
<br />'.
<br />�-- "t,@06 I' w-
<br />1 1�
<br />I i -
<br />- ' '_
<br />.,.,!�,."",�,,,,�-,�-1",*,*;� ! a .
<br />i '� ' I MA`X
<br />�- � " I � - -3%
<br />I I
<br />14""i - ----- � I - -
<br />, ,,,
<br />- '� " "7
<br />�� -��.' �� �� I MAX I
<br />- , '� ��' :
<br />: I* Mw
<br />___
<br />- . � ANCHDIRS: FOR CONCRETE SEE SCHEDULE ON SHEET 2______.__ _ � �
<br />��. �
<br />� � I
<br />� . ,
<br />! i ��-: ' ' I
<br />I
<br />- - (
<br />i I * ; 3
<br />FOR WOW SEE SECT*NS ON SHEET 12
<br />�' � : ;/81�ff
<br />i . ' ".
<br />' I . & "N""
<br />1� ��
<br />, - STA, IS 12
<br />Li
<br />I I
<br />I
<br />, ,
<br />. E.D. 11 il� i
<br />. .
<br />.
<br />'�' �
<br />� ;
<br />"", � � I
<br />1 1
<br />' ' '
<br />' ' '
<br />'
<br />7
<br />REGULAR STORM E&��'.§)& Q ELEVATION
<br />1
<br />1 � i-
<br />, ,
<br />i , 11r ac.
<br />LE; '� M 1
<br />I
<br />"' : .
<br />; � I �
<br />i ( �
<br />�
<br />L___J
<br />� 4 . � ___ - I )
<br />L_E A
<br />� - I � i ;
<br />I/4. MAX. W
<br />, ,/ , I
<br />i '/. I— - -11
<br />i 7, �� - - i I/4'
<br />. -
<br />i � , Wl
<br />� '.�
<br />" SOO." ,
<br />, - '-I
<br />i �� ��4 �'
<br />. �
<br />1 � . T/4'*2W/4' S.S. BOLT
<br />I I
<br />i 1�11'
<br />W/;7/8;�! WIND No
<br />� : I o
<br />I � - I I L - I
<br />,
<br />-
<br />t I ", __ __ - I
<br />1 """..
<br />-
<br />2.0'r
<br />(WIN, COX* .1 VW WILLEY)
<br />_-_
<br />-, - :-
<br />'� ...
<br />I I Ll
<br />L
<br />�
<br />i 7 0
<br />i 1 2 1
<br />�
<br />�
<br />. t ; CONCRETE ANCHORS
<br />1
<br />- ,�-,17T-!--�.�'17.!i����,7.��"!t�I
<br />_C_�����
<br />t
<br />i� 5L"'.]?��--_�
<br />X., - ... ;?_ ��K7'
<br />��4
<br />4 i
<br />:
<br />I
<br />I Et 04
<br />(7
<br />I
<br />I
<br />___=ANDI'afts SuaGEREED
<br />45a SCHEDULE ON
<br />I z CONCRITE MCHM
<br />r c - - - ISE[ SCHEDULE 04
<br />SHEET 93
<br />I ",
<br />3 EEMEDL, MAX.
<br />: )
<br />I . �
<br />I
<br />0
<br />SHEET III
<br />1&� OR
<br />BLOCK
<br />SECTION A -A (In.)
<br />1.14�1! OR
<br />OLDN
<br />�____=El= Off
<br />REDUIRM
<br />REQUIRED
<br />SCALE 3/32--l'
<br />RVOUIRED
<br />_Q W66 MOUNTING
<br />DIRE AN
<br />INSTALIATIGH
<br />RECT ANR WAkL _NTING
<br />_ MOU
<br />I"STALIATIGH
<br />3/8-1,t
<br />%M,p
<br />I A AbIqU,
<br />.-:11t��
<br />1*1 '
<br />..
<br />�" '_ Eli *`� '� '-,�,
<br />.
<br />-
<br />FLORIDA BUILDING CODE (High Voiocity Hu cans Zone)
<br />.
<br />E.O. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />I
<br />N FOR 9Ql9IWM0 Of SECTION&
<br />TOP & BOTTOM MOUNTING$ CAN BE
<br />S -' .11 . 1
<br />- . No 44167 I. 5
<br />= . ' -
<br />= *: * ,
<br />S '.. :: �----5--
<br />- - 0 (W 5l- _
<br />, . .
<br />/-
<br />_::l
<br />02M TERM "4C 20 UM GALVANIZED STEEL STORM PARR
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />11LIEZO.Z.
<br />"�
<br />~ ft
<br />07"Ww"
<br />ITOL_
<br />SHEET 0)
<br />COMBINED IN ANY WAY 70 SUIT ANY
<br />INSTALLATION,
<br />S / aw SL*. 11 sow -
<br />,P". Rl��'
<br />Nio.,.. le, LA"Zo awf, Im. 3"t.
<br />T
<br />.�
<br />.� �
<br />� ... . '�'.': - rAw
<br />. I -
<br />, "Osm, 11
<br />RM
<br />17 -4 P.0�. (064)6110-7,9546, FAIL (064)469-1017
<br />41 - I -
<br />.* m It
<br />- WIT, -.1 M_ -
<br />-176
<br />20 AND %It
<br />�
<br />4 I , "'41 wym'v. X. A f U " n
<br />I
<br />.A. � SLU A, . P.
<br />, I LIL
<br />, -
<br />J i :f:j
<br />- I:- -
<br />___
<br />_�_J
<br />(1)
<br />(1)
<br />C_
<br />U)
<br />-0
<br />-M
<br />>
<br />0
<br />Q)
<br />=
<br />-§.--a
<br />_4`0
<br />9)
<br />W
<br />L_
<br />0-
<br />M
<br />_0
<br />=
<br />.5
<br />cu
<br />... I—,
<br />0
<br />-0
<br />a)
<br />-§
<br />a-
<br />U)
<br />-
<br />CD
<br />-t-!
<br />a)
<br />-0
<br />0
<br />-0
<br />-=
<br />-0
<br />C
<br />0
<br />C:
<br />2
<br />21
<br />-2
<br />=
<br />-2
<br />a)
<br />3:
<br />M
<br />=
<br />0
<br />.0
<br />-40
<br />M
<br />L.L
<br />t+-
<br />0
<br />_F5
<br />>
<br />Cn
<br />(n
<br />W
<br />UM)
<br />L_
<br />M
<br />2-
<br />a-
<br />: E
<br />�_
<br />-0
<br />12
<br />. =
<br />.60,
<br />co
<br />0-
<br /><
<br />a
<br />4
<br />Z
<br />W
<br />mi
<br />C/)
<br />1.
<br />L.
<br />a)
<br />(3)
<br />cc-)
<br />-0--i
<br />#--a
<br />U)
<br />=3
<br />ICU
<br />>
<br />0
<br />L_
<br />C/)
<br />CL
<br />CL
<br /><
<br />0)
<br />_11"I"I'll'
<br />0
<br />C
<br />:3
<br />—0
<br />M
<br />0
<br />OL —
<br />C.)
<br />(1)
<br />L.
<br />U)
<br />M
<br />L.
<br />M
<br />=3
<br />LLI
<br />�E
<br /><
<br />Z
<br />Z
<br /><
<br />_J
<br />(L
<br />SHEET NO.
<br />SH 1.0
<br />
|