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<br />WAT,TER A- TTLLIT JR., P.E, DL1te,o@aoJ.co i
<br />FI.?X,LhNP �4167
<br />FL C I Li.- N,,- M6719
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY; Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: GiQbal ProtQgfi0APn),d_UCt5U,C,
<br />4600 S.W. 5 1 Street
<br />Davie, Florlda33314
<br />1, PURPOSE OF EVALUA—TION:
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter 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 equivalent to that required by the Code.
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<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 SUBMITTED
<br />2.1. PRODUCT EVALUA.TIONDOCUMENJ -
<br />-(P.E.D.).
<br />Drawing No. 20-176, Ned 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and seated by Walter A.
<br />TI Ilit, Jr., P, E.; dated 07128/2020. This drawing is an integral part oflWS
<br />Evaluation Report, oXIIII . 1111"',
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<br />PRODUCT EY. T.10N REP0Jf7rN0_JQ&U&U 2
<br />2-Z TESTMERORTS:
<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# 96-589 dated 08/09/1996, #96-570 dated 09118/1996,
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E_ Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 1 0/05/1 D98 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and Seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E,
<br />Tensile test report No. 9CM-197 by QC Metallurgiml. Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />21.-S-TROCTURAL E.NQIN ERIN CALIGMINATI[ONS,
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<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. 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 16i 6 of the Florida Building Code, Calculations prepared by Tilteco, Inc.,
<br />dated 1 IlOa/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr-, P.E.
<br />3. MISSILE IMPACT RESISTANCE;
<br />La rge missile Impact under section 16213 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4.-WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Mssures, Maximum panel length shall beas indicated on sheets 8,10, 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 shall be as indicated on sheets 8, 9, 10, 11,
<br />14,15,17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />1ASTAWLATION:
<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 8,14,16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />GENERAL : B 3) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS, S!UWG OR WOOD BOARDS ED FOUND ON TI`IE
<br />MR) FOR 20 QW& SKW= SIM MN MNES) tKISn"G WELL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRUCWHE BEHIND SUCH PANELS
<br />I STORM PANEL D40WN ON !HE PRODUCT EVALLWIDNI OOCUM�Nt �PED,) RAS BEEN YERIFIED FOP COMPLIANCE AN ANCHORAGE SHAI� RE AS MENTIONED IN 8 1) AND IN EL2).
<br />ACCORDANCE WITH THE 202D I711, EXITI OF T,4E FLORIDA WILDING CODE �0 TQ_FA=ft1*QWNh_ _V_=_�86,E!Tf_�_!E_A,M_lW.i
<br />- 1/4-t TAPCON ANC" RS� AS MANUFACTURED BY I TV SWI-Da. INC
<br />DESIGN WIND LOADS SKA.I_ GE 05TEP"INED AS PER SECTION 1620 OF THE ASM MENTIONED CODE, DEVALE
<br />FOR A WIND SPEED AS RMAW Of THE 4URWCTION WHERE THESE SHUTTERS W41,; BE INST&LED AND - pA_'o PATIELMATE ID AND FAMEUMTT PLUS MCHORS, JV5 MANUFACtQRLD BY EICO CONS7RIJCnQN PRODUCTS
<br />FOR A DIRECTIONAUT'r FACTOR Kd.O,ft� U-14NO ASCE 7-16 AND SPAU 140T OWEED THE MAXIMIA4 (AS,D) - 1/4"O LAG SCREWS PER N Q�S�
<br />OtBiGbl PRESSURE RATINCS INDICATT'D ON SHEETS 7 THRO 12, 14 15, 16, To a 20 - 7116*0 v 6/4* WOOD BUSHM 46 OISIRIBMIM BY ALL PUNT SCREW. BOLT & SPECK11 M,
<br />IN ORDER TO VERIFT T14C ,IBM CONDITION. ULTIMATE DESIGN WND LOADS VEIDNA,wro PV� Asm 7-te
<br />SHALL BE rRS;T REDUCED ' ,0 A,SD DESIGN WHO LOADS Erf MULTIPLYING THEM BY 0 6 IN ORDER To C 1) MINIMUM THREADED PENETRATION INTO WOOD Of TAPCON ANCHORS SHALL BE 1 )/2- AND 2- FOR ELCO PA'IlLWATC PLUS
<br />COMPARE THESE W/ MAX (AS 0) DESIGN PRESSURE RATINGS NOArATED ON SHEL 7 THQU 72, 1 A, 1 S. lot IS & 10 AND PANTIAMa FEMALE ITT.
<br />IN ORDER TO VMW,Y 7HAT ANCHORS, ON MAS PDO AS TESTED WERE NOT OVER STRESSED, A .M% RUCRaSZ rN ALLOWABLE 1,2) MINIMUM niREADED PENCTRAPON Or LAD 5MEW. INTO THE WOOD rTWAE UNrl SHALL Or � I/?- I* T,REACED
<br />PENETRAIMN 11410 STUCCO SHALL BE CONSIDERED AS PART Ol' T14E REWIRED THRMCD PENtTRAVON
<br />STRESS roT JAI40 LOADS WAS Bill. USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD 14AS BEEN DETERMINED IN
<br />ACCORDANCE WITH NZS. 2018 C 3) MINIMUM EDGE DISTANCE OF LAC' SCREWS, INTO WOOD SHALL BE AS INDICATED ITT IRT'S DRAWING
<br />'STORM PANEL'S ADEOUACY FOR IMPACT AND WND RESISTANCE HAS 13EEN VERflEC IN ACCADAGANCt WITH SECTION f��.6 OF
<br />THE AEKAI`E MENTIONED CODE A, PER HURRICANE ENGINEERING; * TESTING INC REPORTS a5-561. Rfi-SrO & 96-I30 AND r.4) MMMOM PENETRATION OF WOOD BUSHV40 SHALL BE 5/6' 1/4* 9-20 SCREWS TSIFO SRALI BE 1 1/2* LONG MINIMUM
<br />FENESTRATION TESTING LAS M. REPORTS 12032 & J2126 . AS PROTOCOLS TAS-201. TAS-202. AND TAS-ZO3 SHOULD STUCCO EXIST AND " MINIMUM 'OR WALLS WITH �O STUCCO
<br />AS WELL AS ALIERBICAN TEST LAB OF SOUTH FLORSA REPORT OMHI.07-09, AS PER TAS 201, TAS 207 AND
<br />TAS 703 STANDARDS. C 5) IN CASE THAT. PRECAST STONE. OR PRECAST CONCRETE PANC,S. STUCCO ON WOOD BOARDS BE FOUNC, ON THE EXISITY,
<br />2 -41- ALUMINUM WPIUSLONS TO BE tX)63-T, ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) Sri SHEET 2 WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />ANCHORAGE SHALL BE AS LIENT"ED IN C. 1). C 2) & C 4)
<br />3 ALL ALUMINUM SK"T METAL USED A� CUOSURES �HALL 14AVE 3HXI-HI4 ALLOY (0) ANCHORS SHALL BE �WSTAAUED FOLLOWING ALL Of THE RECOMMFINWONS AND SPDCT;CATO%'S M THE ANcHOR*5 MANUFACTURER
<br />A ALL STEEL SHEET META, -AKL5 SHALL KATE SlTiUrTURAL QUALJTY 57,F4, ASTAI A-653 GRME 50 MINNUM, r-W
<br />CALVVAZED MEL DESIGNATOR W/Fy- WS - (AFTER ROLLO). 8 PANELS MAY ALSO BE 1,1,'-',7AU-- MOD-IONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THRCX;Gl, lo LSmEErS 4
<br />THROUGH 6) EXCEPT �Al HEADERS (Z & (1) SHALL NOT BE USED
<br />5 ALL SCREWS TO BE STAINLESS STEEL XA OR I' t NE11 SER;ES OR CGRWWM� RESISTANT CQATED CARBON STEEL AS PEP
<br />DIN 50018 W1 W kAi YIELD STArINWH AND 90 4,st TENSILE STRENG-M k SHALL COMPLY W/ FLORIDA BUILDING CODE 9 17 S14ALL BE THE RESPONSIBILFFY OF THE 1;aNIRAC;OR 10 llERIFY THE SOUNDNESS OF TFIC STRUCTURE WHERf SHUTTER IS TO BE
<br />SECTION ,,I, 3.5 4 ATTACHED TO INWITE PROPER ANCHORAGE- THIS SH,TrrER SHALL QNIY BE ATTACHED TO CONCRETE SLGGK OR WOOD FRAME
<br />OUTILVING5,
<br />e EIDLIS TO BE ASTM A-�01 0ALVANLZED STEEL, ON KSI $04 SERIES STAINLESS STECI� WITH >6 Lej MINIMUM Y�Ek.D
<br />SIRENCIIH 10. EACH RECOLAIR STORM PANE! WITH. LENGTH$ OVER Er-B THROWN 124', AS PER SECITONS C, a. 9 & 10 APIO ALTERNATAICS SIN,
<br />I !iW & I OW 014 SHEETS 11 6 4' 12 AESPECtKLY. SHWI HAVE A IMBLE AND AXAGICY VISTEXE MARKIN.' INSTRUCTING OWNER OR
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<br />ANCHORS WALL �PLRLL EG AS FOLLOWS TENANT Ti- SECURE PANELS Went APPUCABLE REINFORCEMENT DURING PGAUTEIS OF HOARMANIC WARNING
<br />(A) TQ_.LVST1%_FV,=�_QQN0ETD ll THE INSTA "ITTON CONTRACTOR IS T O SEAL/CAULK ALL WOFFER rOMPOINeNT EDGES WHIICH PDAUN !N CONTINUOUS (*NTACT YOU
<br />- I/ 'a TAPCON ANCHORS AS MANUTACTURID BY 11W EIIALDEN INC (M,,, P-3192 T,,.ij TIC BUILDING rO "EVENT *NO/RkN �NTFNSIONL
<br />. I j4t . I, 1/8" C&q-,N ANCHORS� AS MANUFACT'ATEC By DEWALT INC Ullkr ?'3LW P-1)
<br />- I/A _- 1/4, 5000_ DSIABUTCO BY ALI POINT SCREW, BOLT & SPECIALTY 00� 12 STORM PANEL TIPWAUNITON, SHALL COMPLY WTH SPECS INDICATED IN THIS DRAW04t; PLUS W, BKD,N� AND ZONNC REGULATIONS
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<br />("I '!. ,4.-'�)_ P'l""DED By THE JURTSOICITON WHERE PERMIT IS APPLIED TO
<br />- #14-10', ;. ,. , D � -ANELM,U PLUS ANCHORS, AS MANUFACTURED Yf ELCO CONSTRUChUN PRODUCT'
<br />U,,N , �,:U I� I.) INS PROWC1 EVALUATION DOCUMENT ($1 F o ) PPEP,,RED s, T,,r ENONtER - GENERIC X40 Mr, AM PROMICE. INVORMAkIlO.
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<br />- 1/4"0 Cr 740-GRIP ARCNOR5, AS MANUFACILIRED BY TRki-FAST CEIRIDBATION (I'L.1,6DO P-) FOR A SITE SPECITIC TPRGJEM� it WHERE rHC SITE CONDITIONS DEVIATE FRLA' TH� PLO,
<br />A 1) MINIMUM EMBEDMENT OF TAPCON ANC,*PS INTO POURED CONCRETE SHALL ELL t 2* FOR PATIE.ATE FEMALE (r) CONTRACT OR TO BE RCWONSISLE THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF TF1,fS PRODUCT
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<br />,, akvo ON TNOS PE,r PRWOEO E',,pif DOES Nat DEMATE FROM THE CONDITIONS DETAILED 0.4 THIS DOCUMENT
<br />I .PAID FANEMA11E PLUS AND I I/4' FOR EF TAP -MP ANCHORS. COOSTHLIC SAFETY AT SITE IS THE CONIRACTOR*S RESPONSBUITY
<br />k 2) CALK-114 A, SOLO-SCZ ANCT-IORS SHALL HE EMBEDDED 7115- INTO THE POOPED CONCRETE NO EMBEDMENT INTO (C) THIS PRODUCT EVA1,A.LPTION DOCUMENT WILL BE CZfl%VERM INVALID IF qGTUFIED
<br />SFJ 0 SKIlILL EE PERRI 1/4- 0-20 SCREWS USED SHALL BE 1 !/2- LONG MLN4MuM SNITULD SWOW EXIST.
<br />MO 3* M94NUM FOR WALLS WTH NO �IUCCO� AND WT BE HEADED SCREWS OR � F,READFD SCREWS W/Q HUPG_ kd) STIE SPECIFIC PROJECTS SHN-1. BE PREPARED By A FLORIDA REGI5TFRDO ENGINEER OF ARCHITECT WHICH WILL BECOME rHE
<br />BUT WIN WHO NUT�_ ENGINEER OF RECORD (E.0-R) FOR THE PROJECT AND WHO WILL BE RESPONSTRILE FOR THE
<br />PROPER USE UP THE P 'ED, ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A ,N) IN CASE ��A-- PRECAST STONE. PRECAST CONCRETE PANELS, PAYERS, STUCCID OR WOW BOARDS BE FOUND ON �.; PED ENGINEER, SHALL SUBMIT TO THIS LATTER THE STE SPECIFIC DRAWINGS FOR "IEW
<br />EXtSTIW, WALL OR, FLOOR, N4CLIORS SHALL BE LONG ENOUGH TO RWCH THE MAIN STRUCTURE SEPOND SUCH
<br />PANELS ANCHORAGE SWIL BE AS MEUTTONED N A 1) Mo IN A,2), W TNTS PZO SNA� BEAR ,THE CATE AND ORIO,kh. SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />EKINEER Oc RECORD rW PREPARED IT
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<br />- * I YAPOON ANCHORS AS MANUFACTURED BY 1 1 W SUILDF%, INC t4 SNUFFER MANTIkk-TUTPERS LABEL SKAL-1 BE LOCATED OR A READILY 41SIBLE LOCATION AT STORM
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<br />PANEL SILITTM-9 �. ACCORDANCE MTN SECVCIN I �09 9 3 OF FLORIDA ROUND WOE. DW_ IULAEL
<br />_ �/ I � 7/8' ekK-W ANF'�HORS, AS MANUFACTURED BY DCWALT INC (MTN, I'150D P,) SHALL PLACED
<br />BE FOR EVERY OPENING LABELING TO COMPLY WITH SE11ION T7OR9,2 OF 7<
<br />- i/e III X 1/,. SC1JD-$ET ANCHOR$. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECALTY W� FWPIOA EKAUNNG CODE
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<br />- #,4-10 PAW-LMAVE FEMALE In AND PANELMATE TILLS ANCHORS. AS M"FACORIED BY ELCU CONSTRUCOON THIS OFAWING SHALL ONLY BE USED To I
<br />,KGGU IS IMIN, V2TT71 p ll I) T,OI041001440% I OPTA04 PERMITS IN THE STATE OF FLORIDA I
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<br />D 1) MINIMUM EMBEDMENT U, TAPOON ANCHORS, ELM PANU.AUITES AND CF rAP-GSrP ANCTLOR, INTO THE rGAIA�� ;_.�-� .�, FLORIDA BUILDING CODE (Nigh Vatoelty H-ricamo Zone)
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<br />9�.',) CALXN 4, SOUD-SET AACHORS DIALL BE EMBEDDED 7/3' INTO T,FE CONCRETE BLOCK VIACT, NO EMBOM 167 " , DPA" S,
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<br />EXLST� AND I' MINIMUM FOR WALLS *IT- NO STUCCO � _.� I 11LIECOom. '\ \ GLOBAL PROTECTION PRODUCTS, I.I.C.- �m -
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<br />nODUCT EYAMATTION REMM NO, 20-0719.01 3
<br />& MAJERIAL CHARACTERISTI ,AND SPECIEICATION,-4
<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. 20-176,
<br />7.- LIMITATIONS AND CONDITIONS OF USE;
<br />7.1. Shall be strictfy in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thrul 4 and 1 1 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E. 0.), drawing No. 20-176
<br />prepared by Tiltem, 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 shal I only be installed Into poured concrete, concrete black, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, dr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
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<br />D�I; T(LTECO ADMON R�FCORDG I P. E. REPORT-20 k GLOBAL PROTECTION PRODUC7S, LLC � 20 GACLE
<br />GALVANIZEC 5TEEL STORM PANW DRM 4 20-176� REPORT# 20-0728,01
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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />VaL7&iUA._T1_LLJT, JK, RE, � ... I _� x0OU
<br />PRODUCT EVALUATION REPORT 14.111111"tV, 44'L'
<br />fI,�.A.LTFLAI1N1_J.X`6?I9
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGOII Shutters
<br />PRODUCT SUS -CATEGORY: Storm Panels
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
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<br />MANUFACTURER: Global Pro LLQ
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE 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 Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Bustness and
<br />Professional Regulation,
<br />This product Is being issued an Evaluation Report as described heroin, and has
<br />. 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 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 change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Z1. PRODUCT EVALUATION DOCUMENT (Il
<br />Drawing No. 20-175, tilled '24 GAGE GALVANIZED STEEL STORM PANELP,
<br />sheets 1 thru IS of 16 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,, dated 0712712020. This drawing is an inte ,,, 10TIT", ullisv)is
<br />Evaluation Report. R, ,
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<br />Mo. REOURRED TIM,A,M POPP, No 44167 . i 20 GAGE GALVANIZED STM STORM PANEL I DRAIN ST
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<br />X� SECTION X-X i *:, (� �
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<br />PRODIJC1*FvAIXA110NREPMf4O. 20-4717, 2
<br />Large missile impart load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 11709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814�01-01 dated 03/1 1 fO2 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, PIE, and Henry Hattem, P.E. and Report No.
<br />.
<br />0219.01-09, dated February 26, 2009, signed and seated by Edmundo
<br />Largaespacla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 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 NoL. 1123.01-10, dated November 23, 2010, signed and sealed byJulio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. OCM-198 by OC Metallurgical, Inc., dated March 13,2000,
<br />signed and sealed by FrankGrata, RE, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Reprort No. I OKMA 310, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciolitano, P.E. as per ASTM E-8.
<br />24,aTRUCTURALXINQINEEWIRQ_C��
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. 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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 B/10 and 08/27/13 (for fts revision), signed and sealed by Walter
<br />A TIIIIt, Jr,, P.E.
<br />3. M16SILE IMPACT RES113-TARPE:
<br />Large missile impact under section 11609,11 �2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201 �
<br />4. "NO LOAQ55 RESISTANCE:
<br />. ....
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, la thru 16
<br />and 1 8 of 18, of Product Evaluation Do,cument (P,E,D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm Shutter assembly, as per SSTD 12-99 Standard.
<br />fRODL= RVALLAILOE-UPOR-r NO� 20,0727.0-1 3
<br />5. INSTALLATION -
<br />Installation shall be performed strictly 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 shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, 16 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t-MATERIAL CHARACTERISIICS AND SPECIFICATIONS:
<br />Shall be 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 />20-175.
<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 />LAdMjT_A7T_10NS_,AND CONDITIONS OF USE:
<br />7.1. Shall 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.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. 11111t, Jr., P.E.
<br />7.2. Product shall not be Installed within 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. 441167), President of Tifteco. Inc, (Florida CA-0006719).
<br />WAnLL
<br />D!% TILTECO ADMON RECORDS � P, E. REPORT.2(
<br /><3ALVANIZED STEELSTORM PANEL ILDIRWG#217-1761i
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