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<br />WATTRR A. TILLM M, F.S.
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<br />FIL C & LO.-M,11I
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Parels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEFI STORM PANEL
<br />MANUFACTURER: Olobal-PIQtactilign Produrts LLC.
<br />4800 S.W. 51 Stree,
<br />Davie, Flonda33314
<br />1, RURPOSE OF EVALUATfON:
<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 ChaptOBr No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />This pmducl is being Issued an Evaluation Report as described heroin, 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
<br />Thig Product Evaluation Report shall be subject to review arid revision In case of
<br />a Building Code c"nge that may affect its limitations and conditions
<br />2 �EVIDENCE_S_UUJAITTED;
<br />2-1, PRQDVCT EVALUATION DOCUMENT (RE.D.).
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thrU, 26 of 26 prepared by Tilteco, Inc.; signed and scaled by Walter A.
<br />Tillit, Jr., P. E.; dated 0712812020. This drawl ng Is an integral part o
<br />"M-Ris"',
<br />Evaluation Report. 0o"'R A. �j4 %i�I
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<br />6355 N.W. 36th Street, Suire305, Miami, Florida 33166 - Phone: (305) 871-1530 -1`k�NiO6
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<br />2-1 TEST REPORTS:
<br />Large missile rnpacl 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, Inn., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996,
<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 04116/1098 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattem, P.E_
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical. Inc.. dated March 13, 2009,
<br />signed and sealod by Frank Grate. P.E
<br />2.3. STRUCTURAL ENGINEERING CAL-CULATION-5;
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panial length vs. design
<br />wind load, as well as maxitnum anchor spacing vs. design wind load and panel
<br />length based on rat�onal and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-,
<br />dated 11/03/08 and 03/12/15, signed arid scaled by Walter A. Tillit, Jr., P.E.
<br />"M $$ILE IMPACT RESISTANCE;
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. MND LOADS RE51S.TANCE
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressires. Maximum panel length shall be as 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, I 1,
<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 />5, INSTALLATOW'.
<br />Installation shalt 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, 26 and 26 of 26, of Product Evaluation Document
<br />(P. E. D.), drawing No. 20-176.
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<br />GENERAL N : 0 3) IN CASE THAI ME CAST SIONE. UR PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOUND ON THE
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<br />OKO-M.=�9WAMLWAIZM-XnZL-AMM PAI EXISTING WAII, ANCHORS SHALL BE IONIC ENOUGH TO REACH THE MAJN STRUCTURE BEHIND SUCH PANELS
<br />1 7,TOIPU PANEL SHOWIN ON THIS PRODUCT EVALQAT)ON ODCUMEN'T (P.E.D.) HAS BEEN VERIPIED FOR COMPLIANCE IN ANCHORAGE SHALL OF AS MENtOMED IN 8 1) AND IN 91)
<br />ACCORDANCE WFTH THE 2020 (111, EDITION) Or �( r1O$ftGA OU"ING COD[ (C) To 11511&�L BOX � NON` 1ftQrr_0&Wy"_m 0 55 MPL �.
<br />DESIGN "No LOADS SHALL of OF TERMINED AS PER SECr?ON 1620 Of THE ABOVE MEN TIONED MO[. - 1/4-0 TAPCON ANCTIORS. AS MAINUFACIIJAIED BY I ION. BULDE"' 'W
<br />'09 A WIND SPEED AS RCOUI D BY THE JURISDICTOOH WHERE THESE SHUTTERS MU RE INSTALLED AND - #14_10 PARELMATE FEMJOLIE ID AND PAKLMAITI PLUS ANCHORS, AS MANILRACIURED NY ELCO CONSTRUCTOGN PRODUCTS
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<br />FOR A DIRIECTIONALM FACTOR .d.085 LISM ASCE 7-16 AND SHAIL NOT EXCEED THE MAXIMUM (KSD,) 1/4-0 LAC SCRE10fS PER NO S�
<br />DES" PRESSURE RATINGS OOCATED ON SHEETS 7 1HRU 12, 14, 15, 16. 19 A, 20 - 7/16'0 , 5/8' WOOD BUSHING. AS DISTRIBUTED ITY ALL POINT SCREW. 13OLT A SPECWTY CO
<br />N ORDER 10 VERIFY THE ABOVE CONDITI L&TIMATIF DESIGN WIND LOADS (IFTEDIFUNMED Pot ASCE 7-16 C 1) MF�M FHRI�ADEO PENETRATION WTO WOOD OF TAFOCON ANCHORS SHALL HE I 1/2' ANG 2' FOR ELCO PAREIRATL `LQ5
<br />SHALL BE TOM REDUCED TO A S 0 DEWN WIND LOADS IFY MULTIPLYING THEM BY 0 6 IN ORDER TO AND PANELMAIAE FINALE 10
<br />THE,
<br />COMPARE I W/ 6AN (A S 0) DESIGN PRESSURE RATINGS INDICATED CFO SHEETS 7 rHRU 12. 14. 15, 16, 19 At 20
<br />C 7) UNNALM THREADED PENETRATION Of LAC SCREW. INTO THE WOOID FRAME UNIT SHALL BE 1 112' MD THIRFADEn
<br />M ORDER TO "" THAT ANCHORS ON THIS PIED AS TESTED WERE NOT OVER SMSSEI). A 331 WCAEASE N ALLOWABLE PENETRATION MID STUCCO SHALL Of CONVOCRED AS PART OF THE REWRIED nIREADED PENETRATION
<br />STRESS FOR WR40 iOADS WAS ML USED IN THEIR ANALYSIS FA$nNMS SPACING TO WOOD HAS OFFER DETERMINED IN
<br />ACCORDANCE MTN FTO.S, 2015 C 3) MINIMUM FIXIF DISTANCE Of LAC SCREWS. INTO WOOD SHALL Fit AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND WiNO RESISTIANCE HAS DUN VLRIFXD IN ACCORDANCE WITH SECTION 1526 Of
<br />THE ABOVE MENTIONED CODE AS PER NUOIRWASE ININGINTEFING A TESTING INC REPORTS 96-569, 2115-570 0 96-T30 AND C 4) MINSIMUM PENETRATION Of WOOD RUSHING SHALL BE 5/41' 1/4- 0-20 SICNOWS USED SkX� BE 1 112- LONG MR41MUM
<br />FENESTRATION TESI"G LAO OK. , REPORTS f2O32 & 02126 , AS PROTOCOLS TAS 201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND 1* MINIMUM FOR WALLS ATTH 40 STUCCO
<br />AS WELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT #021901-09. AS PER PAS 201. TAS 202 AND
<br />OAS 203 STANDARDS. C 5) A CASE THAT PRECAST STORE. OR PRECAST CONCRETE PANELS. STUCCO OF oUOO BOARDS BE FOUND ON THE EXISTING
<br />WALL. ANCHORS SHALL BE LONG ENOUGH I REACH THE MAN STRUCTURE (101440 SUCH PAWLS,
<br />2 ALL ALUMINUM EXTRUSIONS TO BE 0063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) A C 4)
<br />3 ALL ALLWINUM SHEET METAL USED At CLOSURES SMA HAVE 3tD5-HI4 ALLDY (0) ANCHORS SHMOU. BE VISTAILLED POLLOWINC ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MARMUFACTURFI,
<br />4 ALL SrEIEL SHEET METAL PAWLS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTV A-653 GRADE 50 WHOULA. G-60 8 PANFLS WY ALSO BE NSTAGUED HORTZOWALLY FOLLOWING *RSIALLATION DILTOULS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />GALVANIZED STM DIESIGNATTON W/r`F- 38 5 Ow,, (AFTER ROLLED). THROWN 6) EXCEPT THAI MEADERST&CD SHALL NOT BE USED
<br />5 ALL SCREWS TO SIF STAINLESS STEEL 304 OR 316 AIS4 SERIES OR COPROSIC1, RESISTANT COATED CARBON STEEL AS PER 9 i7 SHALL HE THE RESPONSIBILITY OF THE CONTRACTOR TO VFWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 10 HE
<br />" 50018 W (TING CODE
<br />NO! YIELD STRENGTH AND 90 kFd TENSILE STRENGTH A, SHALL COMMY W/ FLORIDA RTI ATIACTICID TO NSURE PROPER ANCHORAM THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM. BLOCK OR WOOD FRAME
<br />2411�350
<br />SECTION 3A " D,.M
<br />& BOLITS TO BE AS7M A-307 GAILVANIZICID STEEL. OR ArS, 304 SERIES SIANIUSS STEEL, WITH 36 Ouk MINIMUM `TELO
<br />STRENGTH. 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER fr-8 THROUGH 12*-4'. AS PER SECTIONS 6. B. 9 & TO AND ALTERNATIVES ITIN.
<br />9W AT EIAN ON SHIFETS 3 . IS 0 12 RESPECTIMELY; SHALL HAV1 A LEGIBLE AND REACILY VISIBLE MARKINC WSTRUCTNOS OWNER OR
<br />7 AN04M TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APIPIrARUE REINFORCEMENT DURING PERIODS Of HURRICANE WARNING.
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<br />(A) T9_GfiSaNikfQW2lg_QQNQKX It. THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUK ALL SHUTTER COMPONENT EDGES W41CH REMAIN IN CONT1411JOUS CONTACT WI
<br />- I/ -0 TAPODIN ANCHORS AS MN"AC"ED BY I.T.0, BFULOFX. INC (Mo. V3;92 p A. I THE OUKDWG TO PREVENT WPQ/RAJN INTRUSION.
<br />- VOI! OF . 1/1' CALX-IN ANCHORS. AS MANUFACTURED BY DEWAOLT W (MIN r3000 p., I)
<br />1/4*0 SOUD-SEY ANCHORS. AS DISMSVTED BY ALL POINT SCREW, BOLT 6 SPECIALTY CO 12. STORM PANEL WSTAILLAtION SHALL COMPLY WITH SPECS INDICATED ft THIS DRAWING PLUS ANY OUK44NG MO ZONONC REGULATIONS
<br />f%3/4'
<br />(NATO. .3000 II PROVIDED ITY THE JURISDICTION W14M PERMIT IS APPLIED TO
<br />- 014-10.1"ANEWAFF ITINALE L, & PAINumATE PLUS ANCHORS. As umufAcrutin BY ELCO CONSTRUCTION PRODUCTS 13 (,) INS PRODUCT EVALUATION DOCUMENT (P F D,) PREPARED BY THIS IEN�UFR 13 GEWMC AND DOES NOT PRUADE $1V1DRMAION
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<br />(MIN 11 33M III,,) FOR A SITE SKCIFOC PROJECT; .9 WHERE Ill( SITE CONDITIONS DEVIATE FROM THE RED
<br />- 1/4'0 Or TZ-GRIP ANCHORS. AS MANUFACTURED By IRU-FAST CORPORATION (rc-3600 9 III I
<br />(b) CONTRACTOR TO BE FICSFORPau FOR TO* SILLEC"ON. PURCHASE AND .WALLAT" INCLUDI LIFE SAI OF THIS PRODUCT
<br />A 1) MOUNIMIUM EMW,OME.41 OF TAPCO. ANCHORS INTO POURED CONCRETE SHALL BE 1 3/6-. 2- FOR PANIELMATE FUNATE BASED ON THIS PED PROVIDED Ot/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETARLED ON TOTIS DOCUMENT
<br />Q AND PANEMALTE PLUS AND 1 1/4" FOR COF TAP-GRIFT ANCHORS CONSTRUCTION SAFETY AT SITE IS INC CONTRACTOR'S RESPONSIBILITY
<br />47) CALK -IN A. 9UUD-So ANCHORS SHALL HE EIMIRIA"D 7/8- INTO THE POURED CONCRETE W CUBEOMM INTO (,) 7HOS PRODUCT EVALUATION DOCUMENT WILL Or CONSIDERED INVALK) IF MODIFIED.
<br />STUCCO SHALL Of PERMITTED 1/4* 0-20 %CA[WS USED 514ALL 13E 1 1/2' LONG MIMMUM WHOJILD `TrtJCCD EXIST,
<br />ND " MO UM FOA WALLS WITH NO STUCCO. ANO MAY BE HEM" SCRIPTS OR ALI. THREADED SCREWS W/O HEAD, (d) SRE SPECIFIC PROJECTS SHALL 81 PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WCH WILL BECOME TO*
<br />BUT WITH wm NUTTS ENGINEER or nECoRD (r o R R IHI IWXXCT MO WHO WILL BE R11,PONSIBUIL 'OR THE
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<br />PROPER USE OF THE P ED WER Of RECORD. ACTING AS A DELEGATED FROGNEER TO THE
<br />A 3) N CASE THAT PRECAST STI PRECAST CO"CRE7E PANELS, PAVERS. 571,CCO OR WOOD BOARDS BE FOUND ON 'HE FIX 0 ENGNEER. SHALL S~ TO THIS Ukrt' THE SITE SPECIFIC DOAWNCS FOR INVIEW
<br />EXISTING WAILL OR FLOI ANCHORS SHALL 91 LONG THOUGH TO REACH THE MUM STRUCTURE BEHIND SUCH
<br />PAN" ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND OR A 2) (o) THIS PEM SHALL OEM 14 DATE AND ORIGINAL SEAL AM %OGNATURE OF WE PROFESSIONAL
<br />ENGINEER OF RECORD THAI FIFIEPARED IT
<br />TO TING CONCRETE ROQU 111111 I .
<br />(a) ! IL/145
<br />TAPOOR ANCHORS AS MANWACILIFIED By I I OF OLOLDEX. INC 14 SHUTTER M�FACTU"'S LAKI SHALL 81 LOCATED ON A READILY VISIBLE LOCATION At STORM
<br />PAWL SHUTTER IN ACCORDANCE WM SECTION I 7DQ.Q 3 OF fWMVA 9ULDM CODE. ONE LABM
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<br />- I/ / - C06LK-W ANCHORS. AS MANUFACTURE]) BY DEWALT INC (MIN I'- 1500 p ) SHALL Of PLACED FOR EVERY OPENING LABELING TO CODMPT,� WITH SECTION 17M 9 2 OF THE
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<br />/. OF X ,4' -SET ANCHORS, AS OWMUTED By ALL POINT SCREW. FIDILT 4 SPECIALTY CO FLORIDA BUILDINOU COFIE
<br />(ON --7-I
<br />I am P . - ) THIS OPAINING SHALL OWY BE R& TO
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<br />- #14- , PANIELMATE FEMAII, ID AND PANCLUATE PLUS ANCHORS. AS MANUFACTURED ST ILCO CONSTRUCTION
<br />I OETIAIN PERMITS N THE STATE OF RDROA 1
<br />,PRODUCTS (" V�-207 I P.J) 'o,000HONA, %
<br />TAP TRU-FAST azz
<br />/4' OF OF -GRIP ANCHORS. AS MMUFACtURFD By CORPORATION ,0A1\tF. .
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<br />10�&V. - ' - " FLORIDA BUILDING CODE (High V.I..Ryy HIM, P. Zone)
<br />8 1) MINVOLOU EMBEOWN! Of TAPCON MCNOFM. ELCO PANELMATES MO Cr PAP -GRIP ANCHOR, INTO THE GOI - - I
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<br />BLOCK UNIT SHALL BE 1 1/4- " " .. � % .- FL_ - 2D GALGIE GALVANIZED STEEL STORM PANEL
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<br />NO. 4 167 ` = .AZ OFF
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<br />02) CALK -IN & SOUD-SE7 ANCHORS SHALL AE EMBEDDED 7/a- INTO THE CONCRETE BLOCK UW NO CM � _
<br />,.1 . i X GLOBAL PROTE "/"/�
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<br />INTO STUCCO SHALL BE PERMITTFID 1/4' 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOvi '
<br />EXIST. AND J� MINIMUM FOR WALLS WITH 40 STUCCO - _O` _� IILIEC07� CTION PRODUCTS. U.C. 1P9
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<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />E&QDUC1_EYAI1,UALn0tfJUEJ!QXJ_N0 24,072= �
<br />6-M&TVIALCMRAQUORISTICS AND SPECIFICATION .
<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- LIMITATROMNSAND-C-ONPITIQNS OF V -
<br />, __ _3L
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26. as well as General Notes # 1 thru 4 and I I thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.). drawing No. 20-176
<br />prepared by Tlltaccl, Inc. and signed and sealed by Walter A. Tillit, Jr.. P.E.
<br />T2. 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 shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillil, Jr.. P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
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<br />D O TILTECO ADMON RECORDS I P. E. RCPORT-20 kGLOAAL PROTECTION PRODUCTS, LLC � 20 GAGE
<br />GALVANIZED $TELL STCORIOI PANEL\OF1O,YG 920-1?15�REPIORTI112"728.01
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<br />I I Ll r=c, OF (::�
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />WALTER A. TILLIT, M, 11I olteoug"I.Cours
<br />PRODUCTEVALU ALTIO-NAMFORT I L III, TP lAmax, No 44167
<br />O,.A LIPI �)0019
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT sUB-CATEGORY.- Storm Panels
<br />PRODUCINAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: QIQWLPrQteCU01I_FTOdu0% LLC
<br />,1800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. RL1RPQWQF_._LVA1MATIQ&
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC1 Rule Chapter No,
<br />61 G20-3, Method 1 D of the Florida Department of BusInes3 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.
<br />This Product Evaluation Report shall be subject to review and revision it) Case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIQIENIC�BMITTF.D..
<br />2A-...RRODUC-T-E-VALUATCQN-D-QCUMENT (P.E.D.):
<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 07/27/2020. This drawing is an integ,k*�Vit
<br />Evaluation Report. " . �, ?is')p I VT
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<br />GULAR & LIFE SAFETY STORM PANELS
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<br />PANEL OVERLAP L�W_l I I - __FE imao f ! � I
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<br />INSTALLATION DETAILS FOR REGULAR PANELSCI) & a M _QMM DUAILS FOR WAUATION IN PNO -MMIL
<br />INTO EXISTING POURED CONCRE E OR CONCRETE BLOCK STRUCTURES CONUCE BLOCK OR WOOD
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<br />" I .. ISLE �. - I INSTALLATION LL SCALE 3/16-,-
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<br />x1l. SECTION X-X 2 *: * ,_ _- 1. X
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<br />DETAIL FOR SPACERS REQUIRED AT TOP OR _,.
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<br />2.2. TESTMFHORM
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.12 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 # 081 4.01-01 dated 03/1 IfO2 witnessed by William
<br />R. Mermer. P.E.. Boriz Moro/, P.E. and Henry Hattem, P.E. and Report No.
<br />0219,01-09, dated February 25, 2009, signed and sealed 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 1 609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report NO. OCM-198 by OC Metallurgical, Inc.. dated March 13, 2009,
<br />sigred and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per CC Metallurgical Report No. 1 OKM-1318, dated December 1 201 0 signed
<br />and qo:laled by Jerry Jaciofano, P.E. as per ASTI E-8.
<br />2.3. STRUCTURAILENOINEERING CAI-CULATIll
<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 ratlonal and comparative analysis, and in accordance with
<br />section 1604 Of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 1211 8/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr.. P.E.
<br />3. -MISSILE IMPACTRMSTANCE:
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />�
<br />SSTD 12-99 Standard and TAS 201.
<br />4, WIND LOADS REMTANCF
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<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, 1 1,
<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 shoots 5, (), 10, 11, 13 thra 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 10
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />shoots 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, 15, 1 6 and 18 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHARACTEJMCS-AND-aPF,CLFICATIONS:
<br />Shall be Strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicator] an sheet I Of 18, Of PrCI
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7.-LIMLTATI-QN$�.AW--GQNDITLQN5-Of UM
<br />7.1. Shall bestrictly in compliance with General Notes No. 1 � 8 thru 14, indicated
<br />on sheet I 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. Tillit, 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. 44167), President of Tifteco, Inc. (Florida CA-000671 9).
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