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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />WATTV.)t A. TTLLMX�., F.E. Wtcoo@aol.com
<br />YL PX. LI-II -a 4414' 7
<br />I, C�� L,k- 14- W06719
<br />PRODUCT MALUATION REPORT
<br />REPORT NO.: 20-0798.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUO-CATEGORY- Storm Panels
<br />PRODUCT NAME: 2Q GAGE GALVANIZED STEEL STORM PANEL,
<br />MANUFACTURER: Gigbal P 1
<br />4800 S.W. 51 Street
<br />Dai Floridai
<br />1-PURPOM OF EVALUATI � N;
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # I 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />6 1 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 verity 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 />I EVIDENCE SUBMITTED:
<br />2A.PRODUCTE LUATIONDOCUMEIN E�"-
<br />_t(p_
<br />Drawing No. 20-176, titled P`20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 20 prepared by Tilteco, Inc,; signed and seated by Walter A.
<br />Tillit, Jr., P. E.; dated 07/28/2020. This drawing Is an integral part I
<br />I A,tp,l.
<br />,%L1 "of,
<br />Evaluation Report, t
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<br />RRODUC r 13'AL 2
<br />22-TE-S-T-REPORTS:
<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 # 96-569 dated 08/011996, #96-570 dated 0911811996,
<br />096-TW dated 0012011996, all three signed and Sealed by Hector M, Medina.,
<br />P_ E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1098 and
<br /># 2126 dated 10105119q8 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219�01-09, dated March 4, 2009, signed and Sealed by Edmundo Largaespada,
<br />RE. and Henry Hattem, P.E.
<br />Tensile test report No. PCM-197 by QC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P-E.
<br />2—.3.STRUCTURAL ENG
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Wind load, as well as maximum anchor spicing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and in accorcIgnine with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tiltieco, Inc.,
<br />dated 11103108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MI$21LE IMP -ACT MIOTANCE,
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4_WND LOARSAESISIANM'
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas Indicated onsheets 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, I 1,
<br />14,16,17, 18, 1% 20 25 and 26 of 2% of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-170,
<br />&ASTALLAMPOW
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />�
<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.L drawing No. 20-170. 1
<br />I1.701310111117MMIMITE, �113 I VAI TMI
<br />0. MATERIAL CtiARACTERISTLC
<br />� , $AND S
<br />, � __KCIFICnaw
<br />Shall be strictly In accordance with General Notes and Componern 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.), drawltio No. k-1'76,
<br />7. LIMITATJONS AND CONDITHO-N&PY USE;
<br />7.1. Shall be strictlyin compliance withGoveral,Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document �P. E. D.), drawing No. 20-176
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit. Jr, P,,E,
<br />�
<br />I
<br />1
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Flodda Building Code.
<br />7.3, Product shall only be Installed Into piou, red conicreletc,oricrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License
<br />No - 44167), President of Tilteco, Inc. (Florida CA-000,671 9).'
<br />WAT'LL
<br />D.ITILTECOADMON RECORDS I P.E. REPORT.20 k GLOBAL, PROTECTION PRODUCTS, LLC l20 GAGE
<br />GALVANZW STEEL STORM PANW DRWO#2O--T7B�REPQlRT#2D072B.&1
<br />I ILI ECO limc.
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<br />TILLrr TESTING A ENGINEERING COMPANY
<br />wi� WdiT, V_`__r_F____ "I __ ftlre
<br />PRODUCTELVALLATION REPORT Fl,'PP Tt '4(;40T7
<br />FLL�.ILLI_,
<br />�qo. 013"719
<br />REPORT NO..
<br />20-8727.02
<br />DATE:
<br />July 27,2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATIEGORY:
<br />Storm Panels
<br />PRODUCTNAME;
<br />24 GAGE GALVANIZED STEFL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection PMdU0trt,=
<br />4800 S,W. 51 Street
<br />Davie, Florida 33314
<br />1, JPURPQAE OF EYALUADON,
<br />This is a Product Evaluation Reporlilssued by WallterA� T1111t, Jr., P.E. (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61020-3, Method 1D 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 thatthe 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 reviewand revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />X,1 - E!RQQUCT EMILUATION D-OCO-Eff M-F-j-D),
<br />Drawing No. 20-175, titled 124 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of I � prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07f2712020. This drawing is an integ*"I�'Iof�Qls
<br />� ,
<br />Evaluation Report. , . , I,, �'O,
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone, (305) 871-1530 lkl' ' X "I"AY1 - ,,,,-' 6,155XW.36thStrget, Suite 395,Mami, Florida 33166 -Phone: (305)971.94"'.,
<br />'NOW I I "11110"n'TAETIO"t I I I I
<br />DENUIAL-UM: 0 0 N CASE THAT PRECAST SIONK, OR PRECAST COMi PANEU-S, SRJCCO OR WOW MAWS FOU "'
<br />'
<br />oftaim-20-M EXISTRIG WALL ANCHORS SHALL BE LONG, ENOUGH to REACH THE ". STERINZ MDIIHD S7111 11'OEL"So
<br />I STORM PANEL PRODUCT EVALUATION DOCUMENT (PE.0) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS NERTIoNED IN 0.1) AND IN 0,2).
<br />ACCORDANCE WITH THE 2020 (7kh EDITION) OF THE FLORIDA BUILDING CODE fe)
<br />�����IIWEXI
<br />DESIGN WIND LOADS SHALL BE OFMAMINED AS PER SECTION I 620 OF THE Aeow MENTIONED COV_ INC
<br />FOR A WINE SPEED AS ROOLEIREG, BY THE 4URISOICTIDN WHEW THESE SNUITTERS WILL BE INSTALUED - #14-10 RAMULMATE FEMALE to AND PARELMATE PLUS ANCHORS� AS MANLICACRURED BY ELCO CCOISTRUCTIOS PRODUCTS
<br />FOR A DIRCUTIONALM PACTOR 9,1-0�85, USING ASQC 7-1 0 AND SH411, NOT rALOU THE "XIMUM N 0 - 1/4"f LAG $CREWS PER R D.S�
<br />VD)
<br />OMNI PRESSURE RATINGS INDICATED ON SHEETS 7 TRIAL 12, 14, 15, 16, 19 A, 20, - 7/16`0 � &,NF WOOD BUSHING. AS DISMUTED BY ALL PW SCRENY POLT A SPIEEEKI!� CO,
<br />IN ORDER TO VERITY THE ABOVE CONDITION. ULTIMATE OIDSEGN ATNO LOAM DETERMINED PER ASCE 7-76 C 1) MINIMUM MVAM PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112' ANC, Z' MR ELCO, PAROJIMITE PLUS
<br />SHALL BE FIRST REDUCED TO A.SD. DESIGN WIND LOADS BY MULTIPLYING INN BY 0.6 IN ORDER TO
<br />AND PANONALIE FEMALE 9.
<br />COMPARIE THESE III MAX (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHU75 � T14RU IZ I4, 15, Ill. 19 III 20�
<br />C 2) V=M Or LAC %iREW, INTO TNE WOW FRAME UNIT S�IALL BE 1 1/2* NO THREIDED
<br />IN OMER TO VERIFY THAT ANCHORS ON THIS ITE V AS TESTED WERE NOT G,IER sTRESgED, A 33X INCREASE IN ALLOWABLE P NAT BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />STRE% FOR "NO LIAM WAS WL USED IN THEP ANXVVMS� FASTENERS SPAO*r TO WOOD HAS BEEN .XIIERMINED IN
<br />ACCORDANCE WITH KDS-, MIM, C 3) MINIMUM 00t, DISTANCE OF LAC SCREW%, WO WOOD SHAU� BE AS INDICATED IN TRIS DAAWINC
<br />STORM PANWS ADEOUNN FOR IMPACT AND WAND RIESSANCE HAS BEEN VERIFIED IN ACCORDANCE WIN SECTION 1626 Of
<br />THE ADM MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTM, INC, REPORTS H-50, 96-570 & 96-T30 AND CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 519� 1/4' 0-20 SCREWS USED SHALL K I t/2- LONG, WNINAKim
<br />FENESTRATION TESTING LAO INC., REPORTS #2032 Ar #2126 . AS PROTOCOLS TAS-201, TAS-ZO2 AND TAS-203. SHOULD STUC00 EXIST, AND 1* MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS TIM AS NACRItIRN TEST LAB Of SOUTH FIXIRW REPORT 00219.01-09, AS PER TAS :tOl, TAS 202 AND
<br />TAS 7W STANDARIDS� C5) IN CW THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS ELE FOUND ON THE EXISTING
<br />WALL, ANCHORS SHALL BE IONC ENOUGH 10 REACH TIHE ON STRIXTURE BEHIND SUCH PANELS
<br />2 ALL TIONA1NOM EIGRUSONS TO BE 000-10 AULDf AND TEMPER. (UNLESS OTEXXIRSE NOi SEE SHEET 2 ANCHOWE SIT41. BE AS MIEVIDERED IN CA), C4) & C4)
<br />I ALL AUN)NUM SHEET METAL USED AT C110SAILARES SHALL NAVE 3ID5-HI4 AUDY, (0) ANCHORS SNAa BE INSTALLED POLLOWING ALL OF THE RECOMMENOMONS AND SPMFICAMONS OF THE ANCHOWS MANUFACTURER
<br />A ALL STEEL SHEET METAL PAWLS SKAU HAVE STIRUCTUrAl. QUALITY STEEk. ASTIM A-651 OWE 50 MINIMUM. G-W
<br />OkVANIZED STEEL CESTIONATION WM- 5&$ w (AFTER ROLLED). 3 PANELS MAY 450 BE INSTALLED HOWMALLY FOLLOWING OWALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THROUGH 6) VOCEPT THAT HEADERS 42 & 0 SHALL NOT BE US%
<br />Il ALL SCAM To W STAINLESS VEJEL 304 OR ,TI0 Ag SERIES OR WILAOSON RESISTANT COAM CARWN STEEL AS PER
<br />DIN Swta IN Eli YIELD STRENGTH AND 90 itil TENSILE STRENGTH & SHALL. COMPLT' W/ FLORIDA QUILOMC CODE 9. IT &MAU- W THE AESPONSIMOV Or THE CONTRACTOR TO MIEV THE SOUNDNESS OF THE STRUCTUINE WHERE SHUrrEN a TO BE
<br />11�50 AT
<br />SECTION 2. 13.4- TACHED TO INSURE PROPER ANCHORAGE, THIS SHU'rTER SHALL ONLY BE ATTACKED TO CONORM BLOCK OR WOW FRAME
<br />BUILDINGS,
<br />6 BOLTS TO BE ASIM A-307 GALVANIZED STEEL, OR AISI 304 SORES STAINLESS SIFFI WITH J6 Im, 4941MUid YIELD
<br />STRE14114, to. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4% AS PER SECTIONS 6. IL 9 At IO AMC ALT,11HATIVES RW�
<br />7 ANCHORS TO WALL SSEVILL. GRE AS, FOULOWS SW & 1UW ON SHEETS �, 6 Ar 12 RaPtCRYSLY; SHALL RAVE A LEGIBLE AND READILY VISIBLE MARYING; INSTRUCTING OWN" OR
<br />TENANT TO SECURE PANELS WITH APPUCQUE REINFORCEMENT OUIONG REMUS Of HURRICANE WARNi
<br />11 THE fKTALAATION CO"TTRACTOR IS TO SM/��AULK ALL "11VIR tOMPOKENT SIDES WHICH RVAN IN CONTINUOUS CONTACT WIT'.
<br />(A) ?i9���NUT`ACTUREO
<br />ar 'TW RUTLOL)( Pit (At ... L f"_3l9'2 R-AIJ) THE BUILDING TO PREVENT *M/Iii INTRUSION.
<br />- ' MX-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN I'XOD P..,,)
<br />�/4..%.37/11
<br />- /4 /4' SOUIT-SET ANCHORS. AS DISTRITUTED By .ALL PW SCREW, SOLT & SKCIALrr CO. 12, STOR, W PANEL INSTALATION SHALL COMPLY WITH SPECS INDICATED IT -,HIS DFUNING PLUS ANY SUILDING. AND ZONING REGULATIONS
<br />(kh" , r-3000, P..,.) PROVIDW BY THE JURISDICTION, WHERE PERMIT IS APPLIED TO.
<br />- 014-10 PANELAAAME FDAAUE 0 & PANEI.MATE PLUS AKNORS. AS MANVFAO�TORED By ELEQ CONSTkUCTION PROOUCTS� i D.) PREAAROD BY TM ENGINEER IS GENERIC AND DOES NOT PROVIDE RAORMATION
<br />13� (E) THIS P"OOUMT EMtAnDN DOCUMENT
<br />IDNK f'-3SNO
<br />PPOAQ
<br />- 1/41t CF TAP-CRIP ANCHORS, AS "UrACIUREED BY IRU-FAST CORPORATION ff'3"b P-) FOR A SlTE SPEOIX PR04W; j#r WHERE OIL SITE CORTjTooHZ DEVATE FROM THE PE'DI
<br />TO CONTRACTIM 11) BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUMNS LIFE SAFETY OF TMIS PRODUCT
<br />A, 1) JAIMMUM U40MMENI OF TAPCON ANCHORS INTO POURED CONCRETE SHALL 13E I 3/4"� 2' FOR FAMIMATE TIENALE BASED ON THIS PEA PROVIDED HUSHE DOES NOT OMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />0 AM PANIEWATE PLUS AND I i/4- FOR CF W-ORIP "AM CONSTRUCTION SAFETY AT Sti-t IS THE CONTRACTOR'S RESPONSIBLOY
<br />A2) CALX-IN & SQUID-SE7 ANCHORS S44A4L HE EMBEDDED 7/9- INTO THE POURED CONCRETE NO WASEDIVEN) INTO tt,) 714L-, PRODUCT EVALUATION DOCUMENT MU, SE CONSIDERED VWAUO if MONMED.
<br />STUCCO 5NATU, BE PERMITTED- !14' 0-20 SCREWS USED SHALL M 1 1/2' LONG MINIMUM 940'JUD STUM6 EXIST,
<br />NO T' MINIMUM FOR WALLS WrIq NO STUCCO� A" MAY OF HEADED SCREWS OR ALL THREADED SCREWS W/O WAG, Ed) SM SPECIFIC PROJECTS SHALL BE PREPARFID OY A FLORIDA RE41STEREP CNOWEER OR AX44ECT Whtrh WILL BECOME 14
<br />go WTH WING NOTS, ENGINEER OF RECORD (E.OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE PIEO, ENGINEER OF RIECORD, ACM4 AS A DELEGATED ENGINEER TO THE
<br />A-1; IN CkSt THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR 'WOW BOARDS BE VOLIND On THE P.E.DL ENCIMEEN SHALL SUBMIT To THIS LATWR THE SM SPECIFID DRAWINGS FOR "�i
<br />DISTING WALL OR FLOOR ANC40K SHALT. BE LONG ENOUGH TO REACH THE: MAMIN STRUCTUn BEHIND SUCH
<br />PANELS ANCNORACE SHAU, BE AS MENTIONED IN A-1) AND 0 A,2,). �4) THIS PXX, SK41 BEAR THE DATE AND ORICIMAL SIEN, AND ST04HAEURE OF THE PROFIESSIONA,
<br />ENGINEER OF RECORD THAT PKPARED IT,
<br />(a) ISTINa ODUCRE-E a,CQLW&L_AHM_.Q=Bo t4 SHUTTER 1ANNUFACTWITIEWS LABEL, Vh� ERE LOCATED ON A REAMLY VISIBLE LOCATION AT STORM
<br />- 1/4' : TAPCO4 ANCHORS AS ]MANUFACTURED BY I I * BUILM, INC. F%4EL SHUTTER IN AOCQRW40M WaH SECTION 1709." Of FLORIDA BUILDING GODE. ONE IABa
<br />- U`4 . w 71r rkK-TN ANCHORS. AS MANUFACTURED W DEWALT INC (MIN. ft-1500 p,xq SKALL BE PLACED FUR VYCRY OPMIAG� LASEUNG TO COMPLY VOTH SECTION t7M.C2 OF 1149
<br />- I/elt ), 3/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POW. SCREW, SOLT I& SPFCLALTY CO, FIORIVA BUILDING CODE
<br />(MEN, , It -law #,.'I,) - __
<br />I- IT'll-To PANVi FEMi to AND PAWILMATE PLUS ANOi011i AS MANUFACTURED BY ELOO CON"tNtl�rnoN
<br />ff-Al�
<br />f: �
<br />PRODU TS; (MK f'��!07t P.-Ir) ,Y,T00HIj#% I
<br />- . , _:= IN III
<br />r CORPORATION ok
<br />- i/e 4 CF TAP-MARI ANCHORS, AS MANUFACTURED ITY tW-FAST -140�
<br />, .:.71471*11141,
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<br />. " ' "' FLORIDA BUILDING CODE (High Velocity H an* Zone)
<br />A
<br />5�15 QUIPAUM EMOMMENT, UT TA -CON ANCHORS. ELGO PANMUVATES AND Of TAP -GRIP ANCHM, two THE .40W ,A1
<br />BLOCK UNIT SHALL BE 1 1/4*, 41� _*
<br />* 1. " I AIMID MT= 04C
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<br />Z �*' . � 20 GAOE GALVANIZED STEEL STEINM PANEL IPAAM
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<br />S2) CAL�-IN & SCUD -SET ANCHORS SHAU- BE EMBEDDED 1/8, PITO 14E CONCRETE BLOM UW NO EMSS . T. - �
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<br />INTO STUCCO SHkt. BE P"U"M �/4' 0-20 SCRIATS USED SHAU BE T 1/2�- LONG MINOTAUR SHOULICO '
<br />. STAT <2$*,',-_ \ GLOBAL PROTECTION PRODUCTS, U.C, MM
<br />� Ibh(UM FOR WALLS WTN NO M)CCO. % - -0 -_.�-
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<br />PRODUC19VAL I 2
<br />ZZ TEST REPORM
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />,
<br />pet section 160.1.2 of the Florida Building Code. Uniform staticloads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814-01-01 dated 03111102 witnessed by William
<br />R. Mehner, P,E., Borlz Moroz P.E, and Henry Hattem, P.E, and Report No,
<br />0219.01-09, dated February' 25, 20bg, signed and seated by'Edmu'ndo
<br />Largeaspada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609,11.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />I I
<br />Report NO; 11,23.01-10, dated Navember23,2010, signed and sealed by Ju4o E.
<br />Gonzalez, P.E.
<br />Tensile, test report No. 9CM-19$ by 00 Metallurgical, Inc., dated March 13,2000�
<br />signed,and Sealed by Frank Grate, P.E, as OerASTM IS4 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-1 318, dated Decombo , r 1, 201 0 signed
<br />and sealed by Jerry Jaciol'ano, P. E. as per ASTIM E-8.
<br />I - MUCIURAL ENGf NEERI ,
<br />j. XG, CC ULATIONS:
<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 rationaland comparative analysis, and in accordance with
<br />�
<br />section 1604 of the Florida Building Code. Calou latio nsprepa red by Tilteoo,
<br />Inc., dated 12fl 8110 and 08/27113 (for this revision), signed and sealed by Walter
<br />A Tillit Jr., P.E.
<br />3. MM61LE IMPACT MMAMM
<br />Large missile Impact undersaiction 1609.1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WND LOADS RES)STANCE:
<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 I a of Product Evaluation Document (P.E,.D.), drawing Noi 20-176.
<br />�
<br />Maximum Anchor Spacing shall be as indicated on sheets 59,110,11,1$ thru 16
<br />and 18bf18, of.Product��aluation�Ooc:kjmenl(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 nun -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />I
<br />PROM= ViVALUATIOffAr 3
<br />'"RINOL 20.072-1,02
<br />I
<br />I INSTALLALION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 1,8 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, f 6 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175�
<br />D-MATEIRIAL-CHARACTERISnGS AND SPECIFICAT'llONS:
<br />Shall be .Wictly 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 Prod uct
<br />Evaluation Document (P,E,D�), drawing No. 20�175.
<br />7-LIVIffAT-IONS-ANIVACONDMONS Of USE:
<br />7A. 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 Tllteco; Inc. and signed and sealed by Walter A. T11111, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1M.2 of the Florida Building Code,
<br />1
<br />7�3. Product shall only be inatMed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tiflit, Jr., P.E. (Florida License
<br />No. 44i67), President of Tifteco, Inc. (Florida CA-0006719).
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