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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TES -REPORTS:
<br />WAT.-TER A - TTLLIT. JR., RE, - __ - _
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
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<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
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<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M, Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/06/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo, Largaospada,
<br />P.E. and Henry Hattem, P.E,
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />PRODUCT SUB-CATEOORY.� Storm Panels
<br />2_1�WRUCTURALIENGIN E IN C I I I A TLOR.%
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER- Global Proltaction Products LLC
<br />length based on ratlorial and comparative analysis, and in accordance with
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />4800 S.W. 51 Street
<br />dated 11/03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Florida33314
<br />1, PURPOSE OF EVALUATION;
<br />3, MISSILE IMP -ACT RESISTA -
<br />, NCE.
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (Sotem
<br />La rge missile Impact under section 1626 of The Florida Building Code, as per
<br />ID # 11306) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOAD$�RESISTANCE:
<br />Professional Regulation.
<br />-
<br />20 Gage Galva nized Steef Storm Panel has been verified to sustain wind
<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, 14,152
<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 l drawing No.
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />at least equivalent to that required by the Code,
<br />14, 15, 17, 16, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D�),
<br />drawing No. 20-176,
<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 />&INSTALLATION,
<br />Installation shall be performed strictly in accordance with details indicated an
<br />2., EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product EvatuatiGn Document
<br />2,11. PRODUCT EVALU"ON-WUMEN-T (P.E.DJ;
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Drawing No. 20-176. tided 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8� 14,16, 26 and 26 of 26, of Product Evaluation Document
<br />sheets'l thru 26 of 26 prepared by Tilteco, Inc,� signed and ,sealed by Walter A.
<br />(RE.D.), drawing No. 20-176.
<br />Tillit, Jr-, P� E.; dated GVW2020. This drawing is an integral part oslpls
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<br />Evaluation Re -port, J,,%11111 ,
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<br />63 55 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone, (305) 871-153 0 - J,,j� Z
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<br />2ENERAL 0 3) IN CASIE TK41 PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE POUND ON TLft
<br />6" POR 20 OWE EXISTING WALL ANCHORS SHALL BE LOW DIMON To FtEk_� THE WAN STRUCTURE BEHIND SUCH PAN[LS
<br />I STOW PANEL SHOWN ON IRIS PRWUCT EVALUATION OOCVUEI*f �PCO,) HAS BEEN VSKICIED FOR COMPLIANCE IN ANCHORAGE S,HiL� BE AS MENTIONED IN 9.9 AND IN 52),
<br />ACCORDANCE WITH THE 7020 i7!A EDITION) OF IKE FLORIDA WILDING CODE. fc) laizcmw_wpm-jm-sffs.m-Q3&VM-I;i�IJA,HfflI
<br />DESIGN "NO WADS SNALL BE DETERMINED AS PER SECTION t620OF THE ABOVE MENTIONED CODE, - 1/4-0 TANCON ARCH,M. AS MAI4UFACTQREO BY I-,W BUILDEX, INC
<br />FOR A WIND SKED AS REQUIRED By THE JURISDICTION WNEW THESE SHUTTERS Witt BE 'WTALLEO AND - #14-10 PANELMOT FEMALE ID AND PANELVAIT' PLUS ANCHORS. AS MANUFACTURED W ELCG CONSTRUCTION PRODUCTS
<br />FOR A DIRECTiONALITY FACTOR Kd-a85. USING ASCE 7-IP AND $HALL NOT EXCEED THE MAK"ALIM (A , S,D) - 1/4-0 LAG SCREWS PER NO.S.
<br />DESIGN PRESSURE RATINGS TIODWATED ON SHEETS 7 THRO Ia. J4, 15, 15, 19 & 70- - 7fifil. �, S/W WOOD SURFING. As N57RIDUmp sy ALL POINT SCREX DOLT & VVCKT, co�
<br />IN ORDER TO VMCY THE AON-S CONDITION, ULTIMATE MION WIND LM,S DETERMINED PEP. ASCE 7-16 - " 2- FOR ELCO P CL TE 5
<br />SHALL PC FIRST REDUCED In A,&G, DESIGN WHO LOADS BY mUknpJYiND THEM By OF; IN ORDER TO C 1) MINIMUM TRACADED PEWFATION INTO WOOD OF TAPCON ANCHORS SHALL BE I J/2' AN MA PILU
<br />COMPARE THESE W/ MAX ("SO) DESIGN PRESSURE RATINGS INDICATED ON SHEM 7 T"RU U1 141 151 161 19 & 20L AND PANEIMALE FEMALE 0,
<br />IN ORDER -10 VERIFY TW ANCHORS ON THIS P ED AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLDWAKE C.2) MINIMUM THREADED PENETRATION Or LAG SCREW, tt�ITD THE WOOD FRAME UWS SHN-L BE ! I/?- NO rPREADED
<br />PENETRATION INTO STUCCO SHALL BE CONSTOEF�� AS PAM OC THE REQUIRED THREADED PENEYFArON
<br />SNESS rOR WIND LOAM WAS NOT USED IN THOR ANXYSJS� FASTERIERS SPACING TO MOD HAS BEEN DETERMINED TO
<br />ACCORDANCE WITH N.D�S 2018. C 3) MINIMUM EDGE DISTANCE ,IF LAG SCREWS. INTO WOOD SHALL BE AS NDICATED IN THIS ORAWINC
<br />STORM POWS ADEQUACY FOR 19PACT AND WIND ITEStSTAKE RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABDIE MENTIONED CODE ASS PER HURRICANE ENGINEERING & TESTING INC REPORTS 96-569, 96-570 a 96-730 AND C.4) MHORIM PENETRATION OF WOOD PUSHING SH4u BE 5/9' 1/4* ii SCREWS USED S14LI BE 1 1/2' LOW, VNIMUW
<br />FENESTRATION TESTING LAB INC. REPORTS 12032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-201 SHOULD SIVOCO DIM. AND I' MINIMUM FOR WAUS WITH NO STUCCO
<br />AS WOU AS AMERICAN TEST LAU Of SOUTH FLOROA REPORT OV219.01-09, AS PER IAS 20i. TAB 207 AND
<br />WAS 2W STANDARDS. C 5) JR CASE THAT PRECAST STONE. OR PRECAST CONCRETC PANELS. STUCCO OR WOOD BOARDS BE FOOND ON THE E4VNC`
<br />2 ALL ALUMINUM EXTRUSIONS 70 PC SO63-T6 ALLOY AND TEMPOL (UNLES-S 01HERMSE NOTED), 5 S WALL ANCHORS $FALL BE LONG ENOUGH TO REAC14 74E MAIN STR(JcTURC BCH IN SUCH PANCLS
<br />EE HEri 2 ANCHORAGE SHALL BE AS MENTIONED IN C. 1)� C,Z) & C Il
<br />3 ALL ALUMINUM SRECT OCTAL USED AT CLOSURE$ SRAU HAVE 3105-HI4 ALEQY. (0) ANCHORS SHALL PC MSTALLED FOLLOWING ALL OF THE REOPMUFNDAnORS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />4 ALL STEEL SHEET trt� PANELS SHALL HAVE S7MQCTOF,AL QUALITY STM� REIN X-65,� GRADE 50 MINIMUM, C-W
<br />DAI-VARItZED STEEL GES-iONATION W/FY- SS,5 W (AFTE14 ROL4_EfI) 8, PANELS MAY ALSO BE INSTALLED HORIZONIALIV FOLLOWNG INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS I
<br />14ROUUH 6) EXCEPT THAT READERS (D & Q SHALL NOT BE USCO
<br />5 ALL SCREWS TO BE SIAINLESS STEEL 304 Of, 31B AIM SERIrS OR CORROSION RESISTANT COATED CARBON STEEL AS PEP 9 0 S+IALL 91 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOLINONESS OF IKE STRUCTURE WHERE SHUTTER is TO BE
<br />DIN 500:8 IN 50 FLI YIELD STRENGTH AND 90 k5i 10,113FLE STRENGTH & SHALL COMPLY W1 FLORIDA BUILDING CODE
<br />-HIS
<br />SECTION 24 11�.,A ATTACHED TO INSURE PROPER ANCIAORA&E 5 SHUTTER SHALL ONLY BE ATTACHED TO CONCREIr, BLOCFI OR WOW FFEWC
<br />BUILDINGS
<br />6 BOLTS TO BE ASTM A-307 GALVANIZED STECJ,, OR A)SI -104 SERIES STAINLESS STEEL WTTR 36 ,,,! MINIMUM C`EU
<br />STRENGTH 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER ar-a THROUGH 12'-A', AS PER SECTIONS 15, 8, 9 & 10 AIM ALTERNATIVES Sit.
<br />I ANCHORS TO WALL SNALI. BE AS WILLOWS, SW & OW ON SHE - 1, 15 A 12 RESPECMSLY, SHALL 4AME A LEGIBLE AND READILY VISIBLE MANKIND INSTRUCTING OWNER OR
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<br />TENVINT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />(A) LQ_1W5M_eOVF1Fa_CQ,NfJ9Uf. Al THE INSTALLATION CONTRAICITTA IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WATCH REMNN IN CONTINUOUS CONTACT WITH
<br />TAIRCON ANCHORS AS MANUFACTORLO Or ITW EULW. IFIC (ALI, rc.1192 Psi) THE WILDING To PAICVENr WINDIPAIN INTRUSION,
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<br />/4:II tkL1?-J?4 ANC�HORS, AS MANWACTOREC, BY OC%MT INC, (MIN, I'RQO PA,,)
<br />- I/A /A- SWO-SET ANCIORS, AS DISTRIBUTED BY ALL POINT SCREW, UOLI & SPECIALTY CO 1, STORM PANEL INSTALLATION SRAII COMPLY W1114 SPECS INDICATED III THIS DRAWING PLUS ANY 0UIt_DNr AND ZONINC REGULATIONS
<br />(M., f'3DOo P-Q PROVIDED By THE JURISDICTION WHERE PEROT IS APPLAO TO.
<br />- 114-10 PANELMATT FEMALE 0 & PANELMATE PLUS ANCHORS. AS MANUFACTURED By EICO CONSTRUCTION PRODUCTS
<br />IMIN 1, 13 (A) THITS PRODUCT EVAIvATION DOCLIMENT PFOJ PRCPARED V THIS ENGINEER IS GENERIC AND WES NO. PROAAD.- NFURMAPON
<br />3'm P..;.)
<br />- t /4*0 CC TAP-CRIP ANCHORS, AS MAN1,1FACTURED 8T !RU-FA5T DORPORATION (f',.Moo ,.s.,.) FOR A SITE SPECIFIC D904ECT, - WHERC THE Sn CONDITIONS DEVIATE FROM 114t Pt-V
<br />A 1) MINIMUM EMBEDMENT OF T�ON ANCHORS INTO POURED CONCRETE SHAU BE 1 3/*': 2� FOR P0,NELMATE FEMALE (b) CONTRACTOR TO M RESPO1451BLE FOR THE SELIECIYUN� PURCHASE AND INSTALLAnCII M-UDING LIFE SAFETY OF TI,1S PRODUCT
<br />BASED ON T"S PZ.0, PROVIDED HE/SRE DOES ,HOT OCIFIATE FROM THE CONDITIONS DETAILED on IRts DOCUMew
<br />IF
<br />, AND PANEMAI.Tr_ PLUS AND T I/-' FOR CF TAP-GRIF ANCHORS CoNSIFILICITOFF SAFETY AT SITE I$ IKE CORIPAGIOR's REspoNsialiay
<br />&W) CAI & SOLLD-SET ANC44ORS S1011. HE EMBEDDED 71r WTO THE POURED CONCRETE NO EMBEDMENT Poo (�) THIS PRODUCT EVALUAIRON DOCUMENT WILL SE CONSOPEREU INVALAY, IF MODIFIOD
<br />STUCCO 'KAU W PCOMITTED 1/4" 0-20 SCREWS USED SHALL BE I 1/2'1ONG MINIMUM SHOULD STUCCO EXIST,
<br />,IT I* MINIMUM FOR WALLS WITH NO STU17CCL ANO MAY OF HEADED SCREWS OR ALL THREADED SCREWS W/O READ, UU SITE SPECIFIC PRWEM SHIRt BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WN�CH "LL. ammuk TOE
<br />PUT WITH Yi NUTS ENGINEER 01- RECORD (C�OA,) FOR THE PROJECT AND '" WIU at. RESPOTIVRLE FOR THE
<br />PROPER USE OF T14E FED. ENGINEER OF RECORD, ACTING AS A OCLOIATED ENGINEER TO THE
<br />A, 3) IN CASE THA7 PRECAST $TORE� PRECAET CONCRET. PANELS. �AVERS� STUCCO OR WOOD BOARDS BE FOUND ON W P1C ENGINE", SMALL SUBMIT TO IHIS LATTER, Ff SIC SPECIFIC DRAWINGS FOR RFy,EW.
<br />�
<br />EXISTING WALL OF! FILOOR� INCOORS SHALL BE LONG KNOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SK-itt BE AS MENTIONED IN A 1) AND IN Al). IA) THIS P,E_a SHALL PEAR THE DATE AND ORIGINAL SEAL. AM SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER CI ACCORD THAT PREPARED IT
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<br />I I IF BULDS"' I� 14 SHUTTER WARL, AMRMS LABEI SHALL BE LOCATED ON A READILY YISIBLE LOCATION AT STORM
<br />FN
<br />PANEL SHUTTER ACCORDANCE WITH SECTION 17DDS,5 OF FLORIDA WILDING CODE 0
<br />- 1/1" . I, 7JEr CALK -IN ANCHORS. AS WNUfACTUPED BY DEW4Lf INC (NIN ec-ISGO PA.) RE LABEL
<br />, W SHALL, BE PLACED, FOR r.VEFVr OPENING LABELING TO COUP�y WITH SECTION I?W.S,? OF -NE
<br />- I SOLIG --t AND
<br />0 " 3/4 --St -HOR5, AS DISTRIBUTED By ALL POWT SCREW, BOLT & SPFCtALTY CO� 1`10FAIDA BUILDING COX
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<br />- 11, FAMEL"11 FEMAILE ID AND PANCEMATL PLUS ANCHORS, AS MANUFACTURED BY LLCO CONSTRUCTION R'11_ bRIWING ,SHALL ONLY Or TO
<br />1 rFLOR"
<br />F��Q OBTAIN PERMITS IN THE SPITE
<br />UY1S (MIN. t'�7,071 p t i) I ... INK011FINE" 49
<br />- ,/4' IF OF TAP -GRIP ANCHORS, AS MANUFACTURED & fHU-FAST CORPORATION ". 1144 L S".
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<br />5,J) MINIMUM EMMOUENT W TAPCON MCKORS, Ei PANEILMAITS AND Or TAP-GRP ANCHOR. INTO THE CON---- -- \�Li A, - '. V-71, FLORIDA BUILDING CODE (Hi2h Velocity Hurricane Zone)
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<br />BLOCK Ow sHAL, PC I I/.., R' �`* .1 *' .2m Fk� NJ:
<br />Z�_ __ 20 GAGE GALVANiZED STEEL STORM FROM I "
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<br />FOO 4 7 = - PRAWN W
<br />13-al CALK -IN & SOLID -SET ANCHORS SNA-I BE EMS ED ,/S' INTO THE CONCRETE RLOCK likC NO EMB&%Vf
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<br />INT STUCCO 5IVILL EF PERMTFLED SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOLI TFOCCO _�_ - ____: I ./m/mo
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<br />ST. AND I� MINIMUM FOP WALLS WITA NO MCC�� � I — GLOBAL PROTECTION PRODUCTS, LLC, �
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<br />6. MATERIAL CHARACTERISTICS AND_SPECI�T[I-
<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 />7.111MITATIONS A D CONDITIONPLOE IE:
<br />N -US- .
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
<br />prepared by Tilleco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed VOthih HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillil,.Jr., Il (Florida License
<br />No. 44167), President of TilteCo, Inc. (Florida CA-0006719).
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<br />o:ITILTECO AnMON RECORDSJP. E. REPORT-20 1, G LOTIAL, PROTECTION PRODUCTS, LLC�20(3AGE
<br />GkILVANIZED STEEL STORM PANEU ORING*n�176 � REPORT# 20-072&01
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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTER A. WLJT, a, Ill. filtec,0
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<br />PRODUCT EVALUATION REPORT T`LI'T'� Lk-N,J 44167
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<br />REPORT Nil 20-0727.02
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY� Shutters
<br />PRODUCT SUB-CATEGOIRY- Storm Panels
<br />PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection P 1ul;1%_LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. P JRPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued byWalterA, Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />91620-3, Method 1D of the Florida Department of Bustness 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 />atleast 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 land conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUKENT (P.E.D -
<br />,)�
<br />Drawing No, 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc; signed and sealed by Walter A.
<br />Tillit, Jr., P-E,; dated 0712712020. This drawing is an integ! "oko
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<br />CQMEONENTS EQ8 REQULAR & LILE SAFETY 5TORM PANEU
<br />(SCALE 112=1-)
<br />- ______ _..._______,______ - - . - 15AW (TOTAL WIDTH) - - ---- - - ----- - - - __1 ---I- - -----_J5 JOS. (TOTAL *TDTFO__ - - _ ____ ___
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<br />PRODUC1" 111VALCA11ON-IMPOIRT NO, 26-071= 2
<br />2.2. 10T REPORTS:
<br />Large missile impact load tests were performed under SSTD 12-P9 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 03111102 witnessed by William
<br />R. Mehner, P.E,, Boriz Moroz, P.E. and Henry Hattem, P,E, and Report No.
<br />.
<br />0219.01 -09, dated February 25, 2009, signed and so�tted by Edmundo
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 20a as per section 1 6091.2 of the Florida
<br />Building Code, Test Report prepared by American Testing Lab of South Florida,
<br />Report No. I 1 23,04 -1 0, dated November 23, 201 0, Big nod and see led by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-1 98 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgir,al Report No. 1 OKM-1 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jariofano, P.E. as per ASTM E-8.
<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 Tiltaco,
<br />Inc., dated 12/18110 and 0812711a (for this revision), signed and sealed by Walter
<br />A. 711lit, Jr,, P.E.
<br />3. MISSILE.IMPACT RESIST -AN
<br />LCE.,
<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 />4. WIND LQADS RESISTANCE:
<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, 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 SSM 12-99 Standard.
<br />kRQD_UC1'EVALUA1L0N_0F_PoRTN0. z6-o727.o2 I
<br />,
<br />5. INSTALLATION- 1
<br />I
<br />97
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 1 8, of Product Evaluation Document (F.E.D.), c-.-
<br />-
<br />drawling No. 20-175. Minimum separation to glass shall be as indicated on, r_
<br />' .0
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document w- "= , -
<br />(P.E.D.), drawing No. 20-175. 4-- =
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<br />S AND SPECIFICATIONS; "o
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<br />Shall be strictly in accordance with General Notes and Components in I n .10
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<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 = E
<br />prepared by Tilteco, Inc. and signed and sealed by Walter k T1111t, Jr., P.E. .T 0
<br />C�_ U
<br />7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES `
<br />.2
<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. THIlt, Jr., P,E. (Florida License
<br />No. 44167), President of'nftecci Inc. (Florida CA-0006710).
<br />WATILL
<br />D:ITILTPCOACFM0NREC0RD5 k?,E, REPOR'
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<br />: - - - - 4NO &M. &I STRW I ;;O.S;; 117, , : - � c_ , ., — M
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