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<br />2.2. TIES R PORTS;
<br />6. MATERIAL CHARACTERISTICS AND MWICATIONS:
<br />WATTRR A. TXLIT JR,,.?.F. -,-----. —
<br />tEtCCID@ad.COM
<br />Large missile Impact and fatigue ]Dad tests were Performed under Protocols TAS
<br />Shall be strictly in acoordance with General Notes and Components indicated on
<br />.
<br />YL ED, Li -No 44117
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />. C-U-N,,M)6719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09il 8/1996,
<br />26, of Product Evaluation Document (P,E,D.). drawing No� 20-176,
<br />PRODUCTEMA LUATION REPORT
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing 32 dated 04116/1998 and
<br />* 2126 dated 1010511 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.-LIMITATIONS AND CONDITIONS__Of USE;
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largesspada,
<br />RE and Henry Hattem, P.E.
<br />7-1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by QIC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY� Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc., and signed and sealed by Walter A, Tillit, Jr, P.E.
<br />PRODUCT SUR-CATEGORY: Storm Panels
<br />2AS R CTURALENGI EERINGCA,L!;UL&110ft
<br />7.2. Product may be installed within HIGH VELOCIT� HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on -section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Ir
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shal I only be installed Into poured concrete,concrete block, and
<br />n
<br />4800 SX, 61 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />wood frame structures.
<br />Davie, Florida33314
<br />dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />1, PURPOSE OF EVAALUATI N;
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. 71111t, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0005719).
<br />ID # 1906) to the Globall Protection Products, LLG, Rule Chaplet No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method I D of the Florida Department of Business and
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<br />LOADS
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<br />Professional Regulation.
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<br />20 Gage Galvanized Steel Storm
<br />. Panel has been verified to sustain wind
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<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15,
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<br />44167 t
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
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<br />Florida Building Code, and to verify that the product 1
<br />at least equivafentlo that required by the Code. s for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14,15,17,18, 19, 20 25 and 26 of 216, of Product Evol ustion Docul merit (P.E. M),
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<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />INSTALLATION-
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<br />a Building Code (tange that may affect Its limitations and conditions
<br />.
<br />Installation shall be performed strictly in accordance With details indicated on
<br />WATO�L
<br />2, EVIDENCE SUBMITTED;
<br />sheets 3 thru 7, 10 thru 20,23, 24 and 26 of 26, of Product Evaluation Document
<br />D71 TILTECO ADMON RECORDS � P. E. REPORT-20 k GLOBAL, PROTECTION PRODUCTS, LLC � 20 GAGE
<br />2,1, PRODUC �
<br />T EVALUA�TI-0�N--DID4ZL[M-F-N-T-(P.E.D.)p
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANJZEDSTEFI STORM PANELk DRWG * M176 \REPORT It"28.01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared by Titteco, Inc,; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr., P�E,; dated OW28/2020� This drawing Is an integral part O
<br />Evaluation Report, %I01,40"'S"',
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<br />GENEB& : 01) IN CASE THAT PRECAST TRINIE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE
<br />D" FOR I I -
<br />� -- EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRUCTURF MIND SUCH PANELS.
<br />' STORM PANEL SRDW& ON THIS PRODUCT EVALUAT*M DOCUMENT (PEDI) HAS BEEN VERI'TIM FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0J) AND IN E12).
<br />ACCORDANCE W" THE 2020 (714, ,DMON) OF PHE FLORIDA BUILDING CODE, � ia-WA-014:
<br />(C) !1iV%*
<br />TAFIV "a By I TIW SUILCul INC,
<br />DESIGN WIND WADS SHALL BE DETERMINED AS PEA SECION 1620 OF THE ASOVE MENTIONED CODE,
<br />FOR A WIND SPEW 4 REQUIRED By 714E 4AL50CMN WHERE THESE SHUTTERS WIU BE INVALLID AMC - #t4-10 PANELIATC FEW" 40 AND PANELMATE PLUS ANCHORS , AS MANUfTACT101M W ELCIT CONSTRUCTION PROOLKIS
<br />MR Ok DRECTJW� FACTOR Kd-&Is!,- USING ASCE 7- 1 6 AND SHALL NOT EXCEED THE MANIMUM (A,S O) - 1141# LAO SCRE-ft PER mo.S�
<br />OMON PMWK RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 16, T2 A 20� - 7114*10 T Ve WOOD WSKNO, AS tTSTRIOUTED BY ALL POINT $TPEN, BOLT A, -SPECIALTY C)�
<br />IN ORDER TO VERTY THE ABOVE CONDITIOM, U�TIMNFE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />WUL BE FIRST RIDUM TO kS-O. MICK WINQ LOADS V MULTIPLYING THEM BY 0 6 IN OWN M IT I 'I MINIMUM THREADED PONCTRAMN INTO WOOD QF TMICON ANCHORS SHALL BE 1 1/2� AND, 2' MR ELCO PANCOATE PLUS
<br />COMAUlt THISSF W1 IMAX- (A5,C) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 -THRU 1',% I*, 1%. Ili- 14 & �'O Am PARaMAU: FEMALE A1
<br />IN ORDER TO VOWY THAT ANCHORS ON TNIS IT E-O AS TESTED WERE NUT OVER VFRESSEEI. A XX INCREASE IN ALLOWABLE C,2) MINIMUM 74REAVEO PENETRATION OF LAO SCREW, INTO 14C WOOD FRAME LIMIT SIANU, BE ' t/2� NO "TADED
<br />PCNEMUON INTO ISrUCCO SHAiL BE CONSIDMD AS PART OF THE REiALAREll THREADED PENCITIATION
<br />STRESS FOR WIND LOWS WAS SM USIEO IN THEIR ANALYSIS, FASTENERS SPAOTNC to WOUTI RAS MEN DETERMINED IN
<br />ACCORDANCE WITH NJLS1 Will, C 3) MINIMUM WOE DISTANCE OF LAC SCREWS. INTO WOOD SRX1A. BE AS 44DICATED IN THIS ORIWANC
<br />S70RM PANW5 ADEOLMICY FOR IMPACT AND WIND MISTAKE RAS BEEN VERIFIED IN ACCORDANCE WYM SECTION 1626 OF
<br />THE ASM MENTIONED CODE ASS PER HURRICANE ENCINEER14C & TESMNG INC REPORTS 96-569. W-570 & 96-TZD Ann C 4) MINIMUM PERE-MATION OF WOOD BUSHING SHALL BE 5/8- 114- 0-210 SCREWS USED 94ALI OFF 1 $/2- LONG MINIMUM
<br />FEWSTFATION TESTING LAO WC � REPORTS 12032 & #2126 , AS PROTOCOLS TAS-20% TAS-207 AND TAS-203. SHOULD STUCCO EXIST AMC 1* MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS INCU AS AMEFOCAN HST LAS OF SOUTH FLORIDA REPORT #0219.01-09, AS PER TAS 201, TAS 207 AND
<br />TAS 203 YDINDAMS C5) IN CASE THAT PRECAST BMW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOO BOARDS BE FOONO ON THE EXISTING
<br />WALL MONORS SHALL BE LONG ENOUCH TO REACH THE MAN STRUCTURE OCHK SUCH PAWLS,
<br />2, ALL ALUMINUM EXTRUSIONS TO BE 0053-16 ALLaf AND TEMPER� (UHUSE OTHERNISIL NOTED) SEE SHEET Z ANCHORAGE Shfio. M AS MEW TONED IN C. 1). C,2) & C 4)
<br />I ALL ALUMINUM SHEET METAL OSED AT CLOSURES SHALL HAVE 3105-HI4 AUDY- (0) ANCHORS 54�4- BE IRSTALUS) FOLLOWING ALL OF THE RECOWNfHWONS AND SPECIFICATIONS OF THE ANCHOR-$ MANUFACIURETI
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCY�JRAL QUALIT, STtO AST,y A-5-1,i GRADE SO W"ANIUM, G-60
<br />OA�VANJEM SIM DESIGNATION WM� S&3 w (AFTER ROLLED). 6 PANELS MAY AM BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THRO4,CH 10 (SHEETS I
<br />I"ROUCH 6) EXCEPT THAJ W-9)ERS- (M &a SHALL NOT BE USED
<br />5. ALL -SCREWS TO BE STAINLESS 1TED, 304 OR ,I16 ASI SI OR CORROSION RESISTANT COATF-0 CARSON SIM AS PER 9 IT SHALL BE THE RJETBNONFRIOUTY OF THE CONIRACTOR 10 VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUFERt I' TO BE
<br />GIN 50018 W/ !10 �Zi YIELD STRENGTH AND 90 "I TENSILE STREM74 III SHALL. COMPLY W/ FLORIDA BUILDING CODE
<br />SECTION EAT, i�3.41 ATTACHED TO INSURE 09" ANCHORAGE, THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />LAMOING11
<br />6 BOLTS TO BE ASIM A-JO7 DALVANTM STEEL, OR AISI 304 SERIES STAINLESS GJEEL WITH m k. NFNIWjw �ELG
<br />SIRENVIA 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER V-8 THROLUR *,'-**, AS PER SECTIONS B, 11. 9 A, 10 AND ALTERNATIVES OW,
<br />1 ANCHORS TO WALL SHALL BE AS FOLLOWS, SW 2 HOW ON SHEETS t, 6 & * RESPEETIVELl'. SHALL Hi" A LWASUE AND READILY VISIBLE MQNKW0 INSTRUCTING OWNER 09
<br />TENANT TO SECURE PAWLS WITIJ, APPLICABLE REINFORCEMENT 00114 PERIOD$ OF HURRICkNE! WARNING
<br />(A) !QP-15 11 THE INSTAUATION COWIRACOR * 10 SeAL/CAUL A41 SHUTTER COMPONENT EDGES WHICH qVIAMN IN CONTINUOUS CONTACT OITH
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<br />/4 MANUrACI URFO W i.T.W ROLM.. INC (9,,, V3IR2 piIQ THE BUILDING TO PMENT "NEI/fAIN lNIftSON,
<br />- ;/4' 0 � 7/8' MA -A WAQRS, AS MANUFACTURED BY DEWALT INC, 04,14. 1'.-3000 pi,,�
<br />- /A'o I, ,114* SOOD-SET NNCT,IORS� AS D15THRIUTED 51 ALL POINT SCREW. SOLT ,A� SPEIIALTY CC, 12 STORM PAMEL %VA;1AaUN SHALL COMPLY WITH SPECS INEXATE0 IN INS. OAAWPIG PLUS ANT WU)IND AND ZONING REGULATIONS
<br />(MI` 1'3001) piij,) PROVIDED By THE JUAiWICTION WHERE PERMIT IS APPLIED TO
<br />- 014-10 P,AWIMAri FEMALE .0 A, I`AWLMATE PUT- ANCHORS, AS MANUFACTURED BY ROD CONSTRUCTION �,RaOUM 13 Ul) THIS PRODUCT EVALUATION DOCUMENT (91 0,) PREPARED By THIS ENGINEER 15 GENERIC AND GOES NOT PROMOE, THI ORMOITICII
<br />�'W t'-3350 P.0
<br />VLV A SHE SPECIFIC PMXWCT� I- WHEW THE SITE CONDITIONS DEVIATE FROM THE AF O
<br />- ,/, �O CF TAP-OMP ANCHORS,. AS MANUFACTURED By TIRV-FA57, CORPORATION (t'CY0600 P-)
<br />A 1) MI IMUM EMSELIKENT OF TAFWON ANCHORS INTO POURED CONCRETE SHALL BE I 4/4' 2* FOR PANfLNA7IE QMALE HIT CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATiOR INCLuErso LIFE WETY OF THIS PIRODUCT
<br />N BASED ON THIS EEO. PROMED NE,/SHE DOES NOT UEMATE MOM THE GOilowks; DETAILED ON THIS DOCUMENT
<br />H) AND PAWMWE PLUS AND I 1/4* FOR CIF TAP -GRIP ANCNORS CONSTRUCTION, SAFETY AT SITE IS THE CONTRACTOR'S RESPONSMIl�-
<br />A2) CALK -IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 118* INTO THE POURED CONCRETE NO EMBEDMENT INTO AC) THIS PRODUCT EVALUX-.(ON DOCUMENT WILL BE CONSIDERED IWAUD if MODIFIED
<br />STUCCO SHALL BE PERWITED 1/4' 0-20 SCREWS USED SH� SE I 1/2' LONG MjNIVUM SHOULD STUCCO "-IS'.,
<br />NO I" MININIUM FOR WALLS WITHI NO STUCCO. 90 MAY eF HEADED SCREWS OR, ALi THREADED SCREWS W/o HEAD. 16) SITE SPEFC I'ROJEC75 SHALL SE PREPARED By A FLORIDA REGISTERED EIQKt� OR ARCHITECT WHICH WILL BECOME THE
<br />901 W`TN WING MU17S ENGINEER OF RECORD I!EVAR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E D. ENG01OFFIT OF RECORD. ACTINIC AS A DELEGATES ENGINED TO THE
<br />A 5) IN CAR THAT PRECAST STORE. PRECAST CONCRETE PANELS. PAVM STUCCO OR WOOD BOARDS BE �OUND ON THE PET) ENGINEER. $RML SUBMIT TO THIS LATTER THE VTE SPECIFIC nRAWJ,NC, TOP RpAEW.
<br />"iVINC WALL OR PLOOR. ANCAORS SHALL BE LON, ENOUGH TO WAC14 THE MAIN STRUCTURE BEHIND, SUCH
<br />PANELS ANCOORACE SHALL BE AS MENTIONED IN A,I) AND ON &2) (e) THIS P�EO, SHIILL BEAR THE DATE AND GRONAL SEAL AMU SIGNATURE Of THE PROFI
<br />ENQUEER OF RECORD THAT PREPARED IT
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<br />- TAP" Aw"Dits AS MMUFACIVRED BY I T IN 8ULDEX, INC I4 SHUTTER NINRUFACTURER'S LABEL SHALL BE LOCATED ON A ROADILV VISIBLE LOCATION AT STORM
<br />1�1' 00
<br />- I , PANEL SHVroR IN ACCORVANCE, WITH SECTION 170Q.9.3 OF FLORIDA OVILDING CODE, ONE TABS.
<br />� 7/8' GAUi_TN ANCHORS AS MANUFACTURED fif DEWALT INC, (Wif, t',15110 p,� SML BE PLACED FoR EVERY OPENING, LARDING TO COMPLY WRH SECTION 170,04 OF THE
<br />� i/4*0 A 3/4" 'VJO-SVT ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECALlY CO, FILORGIA BUILDING CODE
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<br />- J114- 'a FARELMATE f9M! R) AND VIANELUATE PLUS ANCIVIS, AS MANUFACTURED BY UZO CnWFHUci*"
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<br />PROM TS (MIN ?'-2071 P'..I) ""IHIII-00114h
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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA. nLLXT, JR, 1-1. PRODUCT EYALUATION REP flfLeCO@WI.COnn
<br />ORT ITI.T.7 U-N� 441.67
<br />HXA. L No. D-30610
<br />REPORT NO.-, 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB-tATEGORY. Storm Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORIM
<br />PANEL
<br />MANUFACTURER: Mobal Protectim-Prodl.10%].LC
<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. rillit, Jr., P.S. (System
<br />ID 4 1906) to the Global Protection Products, ILLC, Rule Chapter No,
<br />SIG20-3, Method 1D of the Florida Department of Business and
<br />Prefossional Regulation.
<br />This product Is being issued an Evaluation Report as dasoribod 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 Jeast 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 />21. PRODUGT EVALUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-175, tifled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 1 8 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte QIS
<br />Evaluation Report. 'RNI&O Mlll"Z ,
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<br />PRODUCIrEVALUATIONREPORTNIC). 10-0227M
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<br />Z2,. TEST REPORT$;
<br />Large missIlO Impact 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 1709.8.3, per ASTM E-330, Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 0311 IfO2 witnessed by William
<br />R. Mahner, P.E., Boriz Moroz, P.E, and Henry Hattem, P, E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, 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 No. 1 1 2101 -1 0, dated November 23, 201 0, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signedand sealed by Frank Grate, P�E,, as per ASTM E-8 and Tenalle Test as
<br />Per CC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jeciol'ano, P.E. as per A8TM E-8.
<br />.. I NEEWNG CAI&WILATIONS
<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 12fl 611 0 and 08/27113 (for this revision), signed and sealed by Walter
<br />A TIM, Jr., P.E.
<br />3. MIS611LE IMPACT RESIS !;E
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SS7D 12-99 Standard and TAS 201.
<br />4. VWND LOADS RES1$TANCE-.
<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. 20-176.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5,9,10,11,13 thru 16
<br />and 18 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 as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />PROIDUCT EVALU A.T MNAUDAI-XIO-0.92"
<br />5. INSTALLAII-Q-N.-
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Prod uct 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 1 8 of I 8, of Product Evaluation Docum"t
<br />(P.E.D.), drawing No. 20-175.
<br />0, -MATERIAL CHARACTERISMS AND SPE�C-JFICATIONS:
<br />Shall be strictly in accordance with, General Notes afrid Components indicated on
<br />sheet 1 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. 2OA75.
<br />L-URRATQN6-����
<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 TIItecD, Inc. and signed and sealed by Walter A. 7111111, Jr., P.E.
<br />7.2, Product shall notbe Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an 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 WatterA. 7`1111t, Jr., P,E, (Florida License
<br />No. 441167), President of Tifteco. Inc. (Florida CA-0006719).
<br />WA'nLL
<br />D-"%TILTEVO ADMON RECORDS i,P, E. REPORT.2(
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