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<br />ALIXATIONWokour No. VAMU&I 2
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<br />lrlLLrr TESTING & ENGIMIMIND Of
<br />WATTM A. TILM.M, P.6�
<br />22-Miff-UPORTS;
<br />Large misalle Impact and fatigue load tests were peftrmed under Protocols TAB
<br />L MMRIAL CHARACTjAhjMANt).$FgrjFjCAjjQM-
<br />Sholl be strictly In aowrdance with General N , via$ and Components Indicated an
<br />TILLIT TESTING & ENGINNI!MNG CC
<br />ZZ TEST REPOEM
<br />Large MISMIM Impact land tests wons performed under SSTD 12-99 standard as
<br />"'D1=r.WM
<br />"0 ;. 44147
<br />201. 203 a$ per section 1626 of the Florida Building Code. Urifform statto loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />TIE13t fl 000,8019140113
<br />PRODUCT EVALUATION REPORT TPI.V13.1'r. "Ld?
<br />per section IWO.i2 of the Florida Building Code. Uniform static lands as per
<br />ftCALjM'_ OW719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No-20-1171111- Anchor Specifications shall be as Indicated on sheets 1. 7 and 21 of
<br />ELL,& Lbraw No. 0067if
<br />Section 1709.8.3, per ASTM E-330. Tootreports prepared byArnodcanTesting
<br />Testing. Inc., Reports# 96-609 dated 08/0911996, #08-570 dated 09118119M.
<br />26, of Product Evaluation Document (P.E,D.). drowing No. 20476,
<br />Lab of South Florida, Report # 0814.01-01 dated 011/02 wftne*#W by Willism
<br />PRODUCT EVALUATION REPORT
<br />#90-T30 dated 09/20/1096, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.; 20-0727.92
<br />R. Mohner, P.E.. Sorlz Moroz, P.E, and Henry Haftem, P.E. and Iteport No
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04M8119915 and
<br />0219.01-09. dated February 25, 2009, signed and sealed by Edmundo
<br /># 2128 dated 10/0611098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />L ITAnONS AND CONDITIONS OF UAL
<br />DATE: July 27, 2020
<br />Largaeopods, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 2111-111721111.011
<br />0219.01-00. dated March 4,2000, signed and sesled by Edmundo Largaespada.
<br />toodIngs per Protocols TAS 201 & 203 as pat section 1809.1.2 of the Florida
<br />P.E. and Henry Hattern, P.E.
<br />7A. Sholl be strictly In compliance with Ggnore[ Notes No. 1. 6 thru 14, Indicated
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Tool Report prepared by American Testing Lab of South Florkills,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />DATE: July 28, 2020
<br />Tensile tout report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2000,
<br />an sheat I of 26, as well as General Notes # I thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.S.D.), drawing No. 20-176
<br />PRODUCT SUIB-CATEGORY. Stonn Panels
<br />Gonzalez, P.E.
<br />PRODUCT CATEGORY: Shutters
<br />signed and seeled by Frank Grate, P.E.
<br />prepared by T'Ifteco, lrr- and signed and sealed by Waiter A. Tillillt, Jr., P.E.
<br />Tensile test report No. SCM-198 by 00 Metallurgical, Inc., dated March 13,2000,
<br />PRODUCT SU&CATEGM- Starm Panels
<br />L"TEWCTURAL RNGINEERINQ G&CULATIONS-
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCTNAME; 24 GAGE GALVANIZED 87EF-L STORM
<br />PANEL
<br />Signed aryd sealed by Frank Grate, P.E. as per ASTM F--S and Tensile Test as
<br />On 20 Gage Galvanized $%*I Storm Panel for maximum panel length vs. design
<br />defined on section 1020.2 of the Florida 8WIding Coo.
<br />per OC Metallurgical Report No. I OKM-I 31 S. dated December 1, 2010 signed
<br />PRODUCTNAME. 20 GAGE QALVANIZ9D STEEL STORM PANEL
<br />wind load, so well as maximum anchorspecing vs. design wind load and panel
<br />MANUFACTURER: Global PWINOW pmductILLI&
<br />soid easled by Jerry Jeclofano. P.E. as per ASTM E-8.
<br />MANUFACTURER: 911:111111111 PMbwftn Products LLC.
<br />length based on ratlonal and comparative analysis, and In accordance with
<br />section lei e of the Florida Bulldlng Code. ColmiletionspreparedbyTilteco,Inc..
<br />7.3. Product anal I only be Installed Into poured concrete, Concrete block, and
<br />wood from* Structures.
<br />4800 S.W. 51 Streall
<br />Devile. Florida =1 4
<br />2.3,27RUCTURAL ENGINIEFRINQ CALCULATIONS
<br />4WO S.W. 61 Street
<br />Osvlo, FlorichW314
<br />dated 11/03108 and 03/12115, signed and seeled by Walter A. Tillit, Jr., P.E.
<br />On 24 Gap Galvanized Steel Storm Panel lot maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />1. PURPOSE OF EVALUAMON;
<br />3. MISSILE IMPACT RESISTANCE@
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />I. PLIRPOSE OF EVALM10W.
<br />length based on rational and comparative analysis, and In accordance with
<br />This is a Product Evaluation Report issued by Walter A. T111111% Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code. as per
<br />TAS 201 Protocol.
<br />No. 44167), President of ThbscD, Inc. (Florlds CA-0006719).
<br />This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. (System
<br />Section 1804 of the Florida Building Code. Calculallons prepared by Tiltsoo,
<br />Inc,, dated 12/18110 and OW27113 (for this revision), signed and Sealed by Walter
<br />ID 0 19043.) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A 11111t, Jr., P.E.
<br />61020-3, Method I D of the Florida Department of Business end
<br />Prafteallonal Regulation.
<br />4. MND LOADSAMSTANQL-
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />Ao�,Z�Q�k PL'..
<br />11114129-3, Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />3. MWILIE IMEAM 8=81AMM'
<br />LArge Impact 1 W0.1.2 the Florida
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verilled 1br compliance In sociordonce with the 2020 Seventh Edltl on of the
<br />pressures. Maximum panel lengthahall boas Indicated on sheets$, 10, 14, 15.
<br />16. 19. 25 and 26 of 20 of Product Evaluation Document (P.E.D.), droatim No.
<br />This produrit Is bein g Issued an Evaluation Report as described herein, arid has
<br />been verified for compliance In accordance with it* 2020 Seventh Edition of the
<br />missile under section of 8 uilding Code. as per
<br />SSTD 1249 Standard and TAS 201,
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Cod&
<br />20-170, Maximum Anchor Spacing shell be as Indicated on shaft 8, 9, 10, 11,
<br />14, 15,17,16,19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />STATE OF
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at lead equivalent to that required by the Code.
<br />4. WND LOADS REWITANCEP
<br />drawing No. 20-176.
<br />This Product Evaluation Report tihall be su*KA to review and revision in cam of
<br />5, INISTALLABON,
<br />This Product Evaluation Report shell be suWact to review and revision In case of
<br />24 Gage Galvanized Steel Storm Panel has been verifled to sustain wind
<br />pressures. Maximum panel length shall be as indicated on shoots 3, 9, 10, 11,
<br />8 Building Code change that may ~ Its 11millatIons and conditions
<br />I nstallatfan shall be performed strictly In accordance with details indicated on
<br />a Building Code change that may offect Its lirnitstions and conditions
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />2- EMIDENCE SUMITTED,
<br />shoets 3 thru 7, 10 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 />WAIU
<br />W `P�TKCO ADMOM RECORDS I P. 1. RVORT.20 OLOSAL PROTECIhON PROCIUCrS. LLC 120 Omm
<br />GALMANIMI STEEL STORM PAMM DRMO W170 kA5PM#21~
<br />2. EVIDENCE SUB11111111rTEDs
<br />Maximum Anchor Spacing shall be as indicated on sheets 6, 9, IQ, 11, 13 thru le
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />2.1. PRODUCT EVALUATION DOCUMENIV-14M.
<br />Drawing No. 20-176, fted "20 "Off GALVANIZED STEEL STORM PANELII,
<br />Indicaoted an Sheets 8, 14,16, 26 and 26 of 28, of Product Evaluation Documard
<br />(P.E.D.), drawho No. 20-176.
<br />Z1, EROMW EVALUATION OOCUMENIMA"
<br />'24
<br />24 Gage Galvanized Steel Storm Partol has been verified for code compliance to
<br />work as a non -porous Storm shutter assembly, as per SSTD 1249 Standard.
<br />shoots I thru 26 of 20 prepared by Ti
<br />ifteco, I=; signed and sesW by Watter A.
<br />Drawing Nip. 20-117111�, tMed 43AGE GALVANIZED STEEL STORM PANEV,
<br />Tillit, Jr., P.E.; dated 07/2812020. This drawing Is an Integral part,%
<br />Evaluation Report.
<br />'/*Rk'E'V I
<br />V
<br />.. v\t
<br />shaft 1 thru 18 of 18 prepared bynftm, Inc,-. signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an into Ahis
<br />Evaluation Report. * . ..........
<br />T
<br />E '91t
<br />4
<br />0. 4167
<br />167
<br />167
<br />67
<br />STATE OF ;'.9:
<br />-2
<br />6355 NX 36th Sfte�, Suits 305. Miern4 FloriCia 33166 - Phorie: (305) 871 1530� W,
<br />lot, 010NALN
<br />0 t'D
<br />.
<br />6355 NX 36th Street, Suite 305, Nami. Florida 33166 - ?bDw. A
<br />305)871 -1531
<br />$it#@) 11kol"
<br />8 3) If, CASE IHAT PPIKC0131 SIDNE, OR PRIEVIST COMMIXTE PANEL& SWOOD OR SWAN K FOUND ON INE
<br />noolp
<br />WALL NIONGIRS SHJILL W LORD V^w TO OMAN YK MAN STRUCTURE W" SUCH PAMELS.
<br />srom PANIC. SHM - Do MW.= IMLKTIM DOCUMENT mcp.) MAP KM town Mo WOUMCE IN
<br />ANCHORIPOI WAU. K AS OOMMM IN @.I) NO IN 02).
<br />AOOGIRGAP" wm THE 2= (70 WHIM) Or'"a namm "N" com
<br />CC) I=UM WM-LIdft-$ft=: =R9M C , &W MK!I
<br />Omm Mo WAN OVAL of M-Mum As Put Sucy" is" or THE AW4 MENTIG"M COM
<br />nPR A 00 SPM AS REOUIPPED W TIME 4UPOIOICTIOW T04M SMUCTEM OEN=AU
<br />01/00, TAIPCON ANCHOPIS, AS MPAWACTUKO BY 11.11 BUILOM WC
<br />X 0 PANEUMM FINALK 10 AND PAMILMATE PLUS ANDWORS. AS MOWACnOn III ELOO COMPRUCTM PRODUCTS
<br />'#
<br />M
<br />MR A DIRECTIONALIVY FACTOR 901.4LO. USK ASCE 7- SKI" THE TAVI
<br />a MW INGEIrl
<br />1/4 LAO PER N.Q.5.
<br />SURE RAYON 0101CCIED ON SHMS 7 TIM 12. 14. 15. 1& TO At 20.
<br />7/16*0 . 5/9* WOOD OUSHING, #4 ORTIMUM Ff ALL PONT SCRER, IPOLT a WICURry Co.
<br />, YEN" W A100101 CONDITION, ULIVAQE WOO LOAPS DETOWNCD PER POOL 7-10
<br />SHALL K FIRIT PEDUC90 To " 0. KIPPON WIND LONG$ Orr MULTWTM THIN 11Y DO IN Dow To
<br />Mo wow or TAPCON ANCHORS *VU K I 11r AND 2- FOR ELCO PAN10.041t PLUS
<br />C 1) !="
<br />COM111110PE NESE W/ MIX (A.110) DOW PWMM RATINGS INDICATED ON 24MM 7 THOU 12. 14. 15, 16. 19 6 2&
<br />06=110M
<br />PAN=
<br />IN OFOM TO VMV TMT AIMCHORS, ON THIS P IV AS TWO WERE NOT GMO1I S"IMM A JERIP OCREAR IN ftLONNU
<br />C.2) W&WM THREADED POIEMHON OF LAC SCREW. INTO THE WOOD rRANE UNIT $N%j K " 2" 1
<br />P0K1RAT"N INTO S1`UGC0 SMALL K CONSIDERED AS PART of TME PEWM "NEMPED ITIO YVIREADED
<br />ID..
<br />IFTRW FOR OM LOAN WA SM USID IN THOR AMILYSM. VASTIOMM SPACING TO WOW HAS 0" DETERMINED IN
<br />ACCORDINCE 11M %.D.& ame.
<br />C3) MINIMUM ROOM OWWC Of LAG SCIVE". INTO 10000 W%L BE AS POMTM IN THIS DRIVING
<br />. PAWS ADEQUACY FOR APACT AND WOO P1CMSTAMCF NO SEEN VOWIM IN ACCORDANCE PATH SECTION tO" OF
<br />THE AODW MENT100411) CODE AS PER NUOkWA4E [IMPROVING III NOW INC. REPORT WHO. 96-570 & 96-TW APO
<br />C.4) MINIMUM KVIETPATION OF OOOD BUSHING SMALL K 3/0", 1/4* 6-410 SCAM USED SMAIA It 1 1/2' LOW MINIMUM
<br />MOM LAG OC.. A"1 11120112 A #2126 . AS FROIDDOLS TAO-201. TAS-2137 AND TAS-203.
<br />SHOULD MCDO DUST, AND I' bM"W FOR %MLLS OTH NO IIUCCO.
<br />AS AMERICAN REST LAB Or SWYNI FLORIDA AMPORT 002111AI-40, AS MR ?AS 201, TAS 202 AND
<br />US 20 SWROWAX.
<br />C.S) IN CASE 7HA1 PRICAST $YONL OR PRIP&M CONCRETE PANELS, STUCCO 00 WON INDARDS K MOD ON THE OWING
<br />I ALL ALUMINUM OMWSOd TO K 110413-111 9LOY AND TWIRL (UIAM OtHEROM "MO). SEE SW I
<br />OPAILL AHCHORS SMILL BE LONG ENOUGH TO PEACH THE WAN STRUCTURE 0000 SIM PAPPU&
<br />A404ORVE SMALL FIE AS MOMOW IN CA). C.2) & C 4)
<br />3 ALL MAW" SHICII METAL USED AT CLOSURES SKILL HAW 3105-�1414 ALLOY.
<br />(D) ANCHORS SMALL K INSKM FOU~ ALL Or THE RECOMMP*904 AND OF THE ANCHOR'S WAWXAMOM
<br />A ALL STEEL 94M METAL PAN" SMALL MOTE STRUCTURAL QUALITY SICIL AXIN h-653 MOM 90 ~*. O-W
<br />GALVOIGID SIM PEMMMTION W/"- 54.3 W (AFTER RUM.
<br />4 PAPIRS MAY AM K INSIALLM "ONJOWALT FOLLOWING NSIA"TION OCAU SHOO ON MnON 3 THROUGH 113 MPEETS 4
<br />THROUGH 6) EXCEIPT THAT WADERS 4D A, Q0 SWL NOT K USED.
<br />S. ALL SCAPTNIS TO K STAINLESS SIM 304 OR 316 AM OR CORROSION RESIVIANT COPTIC CARSON STM AS PER
<br />ON 500,
<br />I NN Mo "Mr'. AND so 'M TENSILE SWO.Y. a Sw-, Cam, 0/ 'L.0 MUM CODE
<br />9 rt SMALL K T14E W"MLM *1 THE CONTRACTOR 70 YOWT TW SOUNDNESS or THE SIOXW TRADE SHUTTER 6 TD K
<br />.
<br />SECTION 24 .34.
<br />ATTACHED 70 WSW FR" ANCHORAGE THIS SHUYTIER SMALL ONLY BE ATTACHED TO CONCRETE. K= 00 WOW FWM
<br />NUILD"03,
<br />9MT3 10 K ASTM A-JI37 GALVIIINIZED Sral. ON AISI 404 W" STAINLESS MEL WIN 36 WN MINIMUM YIELD
<br />STRENGTH.
<br />10 EACH REGULAR STORNI PANEL WITH 1.040114 OVER Ir-O THROUGH 12'-4* AS 0 AND ALTEvimArrvEs Or
<br />I
<br />9W At 00 ON 51411- 5, 6 4k 1�� 'AF ==Vt56UO6AIK9J41` I GROUP! OR
<br />A LMOLE 0 46MCrm
<br />7 ANCHORS TO W" SHALL K AS FOLLOW
<br />TEMANT 70 SECURE PANELS W14 DURING Fa"=
<br />qi�� or HURRICANE PRAPHOO
<br />ITALOCON"A&SHWATS
<br />I I Tit POSTAIAMON CONTIMCM I% TO SEAL/CMILA ALL SHUrWt COMPO14W 0XIES 041CH 404MM IN CONTINUOUS CONTACT OIH
<br />1XITO MANISACTURED 9Y I.TW DUR.M. INC. (W. f-MI F,. i,)
<br />THE "" it pwaw VMD/RW WIRUSID11.
<br />:110 7/87 CMX-Oi ANCHORS. AS MANUIPACIVARD V DOIALT PC. (M. I'—VOQ ILPt.)
<br />11C,o .1/0' SOUD-SIET AN040M AS DISTRIBUTED By ALL ftW SCRIFIV, IPOV AT SPECIALTY 00.
<br />12 STORM PAPID. INSIALLATION SMALL COMPLY MYTH SK INDICATED 0 THIS OPMPNIG AM ANY OMLDM AND IONING REGULATIONS
<br />(10ft C-3000 P..L)
<br />INIDWIDED Of THE JURISDICTION WHERE PERMIT 6 APPLIED M
<br />- #14-10 PAMELMATE FOAMS 0 A, PANEIMATE PLUS M*IM AS MANUFACTURED SY MOD COSMAnON ORMUM
<br />(MOIL t'-SM P)
<br />13. (A) THIS PRODUCT EVALUATION ?a PRE�AROD IV THIS EMOOEN Is 004M AND Om Am PROVIDE IMPOP"T"
<br />- 1/4-40 Cr TAP-W ANCHORS. AS MANUFACTILOID MY TRV-FAST COWOW" V-54100 r.")
<br />to A 911 SPICIFIC PftKgr�r= M CONDITIONS Orwa FROM THE 1,19.0
<br />A-1) MINIMUM nW.DMM OF TAPCON ANCHORS JIM PMM CONCRETE 90" K 1 3/41'� 2' FOR FANELWTE FEMME
<br />W CONTRACTOR! TO K ON3PONNU fOR THE SUICIPON. PURCHASE AMC INSTALLATION INCLUDING LIFE SWM or THIS PRODUCT
<br />DOM ON It" 1`10 PROVIDED HUSHIE DOB NOT DEVIATE 111011 THE CONDITIONS DETALIDD ON INS DOCUMENT
<br />00 PNOMLIC PLUS AM 1 1/4- FOR OF tAP-W ANCHGAS
<br />CONSTRUCTION 1MPIIY AT SITE 6 THE CON"MCID111 RESPONSONAY.
<br />AT) CALM-M & SOW-M ANCHORS SHNI K DMCM T/r INTO INIE POURED CONCRM NO EMKOMEAT MO
<br />IMIS PRODUCT EVAIATIOM DOCUMENT NILL SE CONSIDERED P&M.0 PF MODIFIED
<br />STUCCO SMALL K PDW"W, 1/4- �20 SCRE USED 04ALL K 1 1/2- LOW MINIMUM "" STUDDID DUST,
<br />40 1' Wo" MR a" WIN NO STUCCO. AM M" Or HEADED SCRFOS OR ALL TwoffADW SOVIIIIS W/o MEAD,
<br />M SITE SIPECIPIC PPPOAXTS SMALL ME PREPARED Ift A FLORIDA REGISTERED INGINEEN OR ARCHITECT WHICH WILL PROCNE THE
<br />an WITH Om NLn
<br />INGINCER Or KOM MGM FOR THE PROUM NOD IM 1111 K *C"f$GU FOR THE
<br />mwm UK OF THE PI 0. IDIOM= or RECORD. ACTING as A OELEGATED voomm it THE
<br />A.3) IN CASE "AT W=45Y SMM OPECAST CONCRETE K-M& PAVERS, "XW OR WOOD 00ANGS K 0`00NO ON IN[
<br />0XD FROMM. SMALL $10100 TO THIS LATTER THE SITE SMIF DIVISION FOR 11PTIV.
<br />OMNG SAM, OR FLOORL ANICHOPITI, WALL K UM ENOUGH TO RICH ?K MAIN STRUCTURE ID" SUCH
<br />PANELS ANCHORAGE SMALL K AS MENTIONED 01 AA) AND IN A,2)
<br />(0) =W. SMALL KAR THE GATI AND ORKWAL SIAL AND SPOINITURE Of THE PROFESSIONAL
<br />OF ACCOPIC THAT PREPARED IT
<br />1/4, 0 TAPOOM apoo" As MANUFACTURED P 1 7 0, 4IALDM INC.
<br />14 SHUM MANUFACTURERS L0KL SMALL K LOCM ON A REAMT VMU LOCATION AT STORM
<br />PWL SHVM 114 ACCORDANCE WITH SECTION 17011.11P3 Or FLORIDA OUXENNO CODE ONE Lem
<br />/4* IT . 71W CAUX-40d AMICHORS, AS MANUCACIUPPED V DEVIALT OC. (MIN. ec-lbw P-1)
<br />SHALL K PLACED FOR IVERY CPKPIMG� LNIELING TO CW^V "M SECTION 1700,*.2 of rot
<br />/4'P X 3/4- SGUID-Sty ANCHORS. 4 OMRWIW OY ALL POW SCRIPT, MY & SPECALtY CO.
<br />FUWXA OLRMQ CODE
<br />(MIN P.J.)
<br />- 114-19 PAPPELMATI "VMS 0 AND PAMELIAlt PLUS APICHORS. AS MANUFACTURED By ELCO CWSMX-rON
<br />WORD SMALL ONLY K U0710---1
<br />M40
<br />pnocum 0m. ;,�207i p,91) W pubm IN THE Smye Of now
<br />- 1/4' 0 01"TAP-01IMP AWMDRS. IS MANUFACTURED Of TRU-PAST C004MtM A. r4i
<br />&I) MINIMUM MIDPOINT 01 TAIPCOM ANCHORS. KLC0 WAIWITES 00 Cr TAP-GW ANCHOR. 11410 THE
<br />nLomA eukmw coot Clogh we" a
<br />KOM 09 94-LL Or I I/d-, SYM I n Pan
<br />18 GM MVAWOM
<br />Q"-IN a' SOUD-SU MOM" VIALL K USED= ?/&* WYD '"I CONCRETE OLDC1' UNIT No
<br />INTO MCCO SMALL K P9011111111). i/4' 0-20 SCHM USED SHILL OR I ilr UM MPW&M%% �94I%Co
<br />EINST. AM t' MINIMUM FOR IIMILLS PATH NO STUCCO. V*..
<br />*OM mmm" PMMM- MCI
<br />0)
<br />2
<br />EID�
<br />=000unitmi
<br />CONCRETE KOCK
<br />0
<br />Is W
<br />00"PENT AMMM
<br />Note —
<br />0
<br />am
<br />NALL 11110111111111111111
<br />WE
<br />IF -
<br />INSTALLATION MAILS FOR REGULAR PANIELSa & (Q
<br />INTO DUSTING POURM CONCRETE OR CO RETIE BLOCK STRUCTURES comomm now"
<br />pu awtam 0
<br />OCMCPM mcom T bam I ROOM 9)
<br />MRON "Z
<br />. *MOO= ANOWN "A
<br />s-41
<br />........ .......
<br />16 *A&
<br />A,
<br />DART"*
<br />OR
<br />Comm KOM
<br />Roam=
<br />WIT
<br />11M
<br />cn= =wm
<br />ease,
<br />=p0m) i !fN
<br />REQUIRED. -3/4
<br />0
<br />two= xc"m
<br />j 4
<br />ummu 04—
<br />vmpxk
<br />jul" gm
<br />ART PRO 41
<br />I VIr cc
<br />=-4
<br />OR
<br />Offs
<br />MA
<br />E.D. - EDGE Dow=
<br />(SEE SCHEDULE ON
<br />Pam a a 9)
<br />TOP & BOYMM MOUIPOGS, CAN K
<br />COMBINED IN AMY WAY TO SUIT MY
<br />PHISTALLATICO.
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-l)
<br />(TOM (MAL THOTH)-
<br />DOW NO. THICK
<br />------- IMILVAMIND SM X,
<br />AM A-M
<br />OWN so
<br />OAW THIOIc 1, /'
<br />< OMMOSIED STILL 1-0 i."w NO
<br />ASM A-=
<br />GROW SO mpg"
<br />4LO, 411S
<br />6-00 GKV.
<br />--------------- ------- ........ ..
<br />0.2w--
<br />(D STOW PAMEL (D MD SUM PAh&L
<br />4e
<br />W POKRED ow. III PILL IYMG MW
<br />-T— 19 APPAIII III To AMI 0
<br />it Ilr O'C.
<br />jj -OW
<br />"GO'
<br />2 5
<br />HEMMED,
<br />ISOMETRIC V" DETAUL A
<br />PIDUNDET, CORNER 0 DOS Of PANEX'S
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<br />Installation shall be performed strWUy in accordance with details indicated an
<br />shoots 3 thru 8, 12 thru 18 of IS. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-173. Minimum separation to glass shall be as Indicated on
<br />sheets 3, 6,13, 14, 16, IS and 18 of 18. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />L.MATaIRIALLIG. RACTERIEMCSANOSPECIFICATIONSm
<br />Shell to elk* in accordance with, General Notes andl Components Indicated on
<br />sheet I and 2 of IS. of Product Evaluation Document (P,F-D.), drawing No,
<br />20-ITI.
<br />An cho r specifications she I f be as I ndicated on shast I of 18, of Prod uct
<br />Evaluation Docurnent (P.E.D.), drawing No. 20-175.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, blacet8d
<br />on shesil I of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175
<br />prepared by Tftw, Inc. and Signed and "Wed by Walter A. TOIN, Jr., P.E.
<br />7.2. Product tehall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 11620.2 ot the Florlda 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. 7111t, Jr., P,E, (Florida License
<br />No. "187), President of"I'lltsco, Inc. (Florida CA-0006719).
<br />WATILL
<br />9:� TILTEZO ADMON RgCORpa
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<br />1/4, 2/4. 3/4. 4/4. 5/5. 7/5.
<br />11W/10 - 2W/10. SW/10. 4W/10. 8/5
<br />5W/10. 6W11I A 7W/11
<br />r MAP AMCXXIS: TOR CONCRETE 11111 SCHEIKILE ON Sam IPI& r vps
<br />V MK IN WOOD Sa $111"101,11 am 9141213; to a I
<br />I, MK
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