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<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 Eta per sectlon 1626 of the Florida Building Code. Uniform static loads
<br />1PR0`DUCrKVA1,VA110NATXQU'LNQ -
<br />_2_QA7ZW 3
<br />LMAJERIAL CHARACTERISTIMAND SPECIFICAIIQW
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />,
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P,E. 0.), drawing
<br />____
<br />WATTHR A. TTLLrr., JR-, R& Wteco@aol.com
<br />"L ?2. L!,1VF �C,,. 4416",
<br />111. C1 L*- N,, W06719
<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 081OW1 996, #96-570 dated 0911 8/1 99.6,
<br />26, OfProduct Evaluation Document (P,E,D.). drawing No. 20-1 , 76.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996, all three Signed and sealed by Hector M. Medina,
<br />� I - , ,
<br />-
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2632 dated 04,116/1298, and
<br />* 2126 dated 10106/1998 witnessed by Gilbert Diamond, P.E.,and Report No.
<br />7. LIMITATIONS AND CONDITLONS OF USE;
<br />REPORT NO.: 20-0728.01
<br />0219.01w!09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />1
<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 QC Metallurgical, Inc,, dated March 13, 2009,
<br />an sheet 1 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. 206,1176
<br />PRODUCT CATEGORY: Shutbars.
<br />siigned 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 SUS-CATEGOR`* Storm Parlels
<br />2.3 S_TRUCTURALF-WGk]N-EERINOCAIZU-LATIONS�
<br />72. Product may be installed within HIGH VELOCITY HURRICANE ZONES,as
<br />On 20 G-ago Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on sectton 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: GlQbal Protection
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3, Product shall only be installed Into poured concrete, concrete block, arid
<br />Products LLC,
<br />4800 S.W. 61 Street
<br />section 1616 of the Florida Building Code, Calculations prepared by Tilleco, Inc,,
<br />wood frarne structures.
<br />dated 1 110,VO8 and 03112115, signed and sealed by Walter A. Tillit, Jr., RE,
<br />Davie, Florida33314
<br />J.. PURPOSE OF rzVALUATLON;
<br />- - 'ACT RESISTANCE,
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by WaIW A. Tillit, Jr., P.E. (System
<br />La rge missile Impact under section 102(� of the Florida Building Code, as per
<br />No, 44167). President of Tilteco, Inc. (Florida CA-0006719),
<br />ID # 1906) to the Global Protectlori Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method I D of the Florida Department of Business slid
<br />4. WIND LOADS RESISTANCE*
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<br />01�1;j�?, N T144 N*
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<br />Professional Regulation.
<br />20 GAge Galvanized St".F Storm 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 be as Indicated on sheets 8, 10, 14,15,
<br />217 .., .. S
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<br />, 41 =
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<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.
<br />1____L________4'=_5; I * =
<br />�_ _=_*,*F�- - C_
<br />Florida Building Code, and to verify, that the product I$ for the Purpose �ntendad
<br />20-176. Ma)dmum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />14,15,17,18,19,20 25 and 26 Of 20, of Product Evaluation Document(P.E.D.),
<br />? ,�g�, " .
<br />,.,, y ?9�'-S�.. STATE OF " f
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<br />at least equivalent to that required by the Code.
<br />drawing No. 20-176,
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<br />This Product Evaluation Report shall be subject to review and revision in case of
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<br />111,1010 4, %
<br />a Building Code change that may affect Its limitations and conditions
<br />5. INSTALLAIION-
<br />'111011110,,R�
<br />Installation shal] be performed strictly in accordance with details indicated on
<br />2. SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WAM4
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<br />D�� TILTECO ADMON RECORO$1 P. E, RtIPOWT.20 � GLORAL PROTECTION PRODUCTS, LLC � 20,aAaE
<br />.EVIDENCE
<br />2.1. PWOUCT EVALUATI0_NDOQ1JNWT_(P.E.DJn
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall beas
<br />GALVANIZED STEEL STORM PANWORVICI * 20-17B� REPORT #210-0728.01
<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 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed byWalteir A.
<br />(P.E.D.), drawing No, 20-176.
<br />Tillit, Jr., P,E.; dated 0712812020. This drawing Is an integral part o,Q,hlS
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<br />GENERAL B 3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR Wow WARDS BE FOUND ON THE
<br />I EX=NG WALL, ANCHORS SHALL BE LOW EY4000M TO REACH 74E MAIN STRUCTURE BOHINU SUCH PANELS
<br />1. STORM PANEL SHOWN ON THIS PRODUCT EvAiUATDN otiCumENT (pro.) HAS BDEN YrRAED FOR COMPLIANCE IN ANCHORAGE SKkLL V AS MENTIONED, IN 8, I) MO IN %21�
<br />ACCORDANCIE WITH THE 2020 (M EDMON) OF TAE FIDRIDA BUILDING CODE (C) 1Q_QDEMb&_WAQQ_tW&191QX_1a&W_1 ___=VLAWa
<br />DESIGN WHO LEADS SHALL BE DETERMINED AS PER SECTION 1 620 OF THE ABOVE MENTIONED CODE. - 1/4-0 TAPCO* ANCHORS, AS MANUFACTURED BY I I W BUILDICk INC,
<br />FOR A WIND SPEED AS ROMARVID By THE ,JURISDICTION WHERE THESE SKUTTERS WU BE INSTALLED AND - #14-10 PAROLMATE FEMALE 1) AND PANWATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODOM
<br />FOAT A DIRECTIONALITY FACTOR Kd-O-85. USING ASCE 7-16 AND SH41 NOT EXCEED THE MAROMLDA (A,S.D.) - 1/4'. 0 LAG SCREINS PER NOS.
<br />7SICN PRESSURE FATINGS NOICATED ON SHEETS 7 THIRD 12. 14, 15, 16� TS & 2M - 7/16 - Sle WOOD BUSHW, A' DISTRIBUTED BY ALL POINT SCREW. $OLT & SPECIALTY CO.
<br />DE
<br />M ORDER TO VERIFY 'ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OFTErtMINED PO4 ASCE 7-18 C 1) MINIMUM WEADED PENETRATION INTO WOOD OF TAPWN ANCHORS SHALL 13E I 1/2' AND 2- POIR CLOG PAWILMATE PW5
<br />SHALL BE FIRST REDUCED TO A.S.O� DESIGN WIND LOADS BY MULTIPLYING D" BY 0.6 IN ORDER TO
<br />AND PANEIMARLE FOANUE ID,
<br />COMPARE INC-- W/ MAX, (AILD) DESIGN PRESSURE RATINCS INCICATED ON SHEETS 7 THIRD 12. 1*� 15. 16. Is & M
<br />C�2) MINIMUM THREADED PENETRATION Or LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' NO THREADED
<br />IN ORDER _10 VERIFY IHAT, ANCHORS ON THIS PEDL AS TFSTED WERE NOT OVER STRESSED, A SU INCREASE IN ARJOWASILI PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED THREADED PENETRATION.
<br />STRESS MR "NO LOADS WAS ME USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH N.O.S. 201& C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STOW PANW$ ADEOUNCY FOR IMPACT AND WIND AESWANC� HAS MEN VERIFIED IN ACCORDANCE WIN SECTION 1620 OF
<br />THE AMVE MENTIONED CODE AS PER HURRICANE ENGINEONING & TMNO INC. REPORTS 96-5ft, 96-570 & 96-T30 AND C-4) 004WUM PENETRATION OF WOW BUSHNO SHAL BE 5/9'. 1/4* 0-20 SCREWS USED SHALL a I i/2' WOO MINIMUM
<br />T SHOULD STU000 EXIST, AND 1* MINIMUM FOR WALLS WITH NO STL4CO.
<br />FORESMOON TESTING LAS INC, , REPORTS 12032 & J212A . AS PROTOCOLS TAS-201, TAS-202 AND TAS-20.3,
<br />AS WELL AS AMERICIN TEST LAS Of SOUTH FLORIDA REPORT 002 I 9.01-00, AS PER TAS 201, TAS 2OZ AND
<br />TAS 703 STANDARDS, C5) IN CASE THAT PRECAST STONE, UP PRECAST CONCRETE PAWL5� STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />2 ALL ALUMINUM EXTRUSIONS 10 BE w3 WALL, ANCHORS SHWA BE LONG DOUGH 10 RE," THE MAIN STRUCTURE BEHIND SUCH PAN"
<br />-T6 ALLOY ma TEMPER, (UNLESS onom% Noltu)� SEE smm 2� AW-40PACE SHALL W AS MENTICKU IN CA)� C,Z) & CA)
<br />I ALL ALURANUM! SHEET METAL USTD AT CLOSURES SHALL HAVE 3105-HI4 ALLOY, (b) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,
<br />- ALL STOLL SHEET METAL PANELS SHAU HAVE STRUCTURAL OUAUTY STEEL ASTIR A-653 GRADE 50 MNIMUAL O_ 60
<br />GALVANIZED STEEL DESIGNATION WIrY- 5S.S MI (AFTER ROLLED). 8, PAWLS MAY ALSO BE INSTALLED HOWONTALLY FOLLMWD INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH to (SHEETS .
<br />THROUGH. A) EXCEPT THAI HEADERS (D & Q SHALL NOT BE USED
<br />5� ALL SCREWS TO BE STAINLESS STEEL 304 OR 41$ AISI SUMS OR CORROSION RESISTANT COATED CARBON STEEL AS POP 9 11 SIOLL K THE RESP"IBILM OF THE CONTRACTOR IQ VERIFY THE SOUNDNESS Of THE STFIL)CTURE WHERE SRUrrCR IS M BE
<br />DIN 500iD W( 50 Mi YTEUV STRENGTH AND 90 km TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA W4,DI,TG --
<br />SECTION 24 1 �,1,3,4. ATTACHED TO INSURE PROPER ANCHOME_ THIS SHUTTER SHALL ONLY BE ATIWCHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />RIKOMM
<br />e WITS 'TO BE ASIM A-307 GALVANIZED STEEL. OR AM 304 SOM SIAINLESS Siffil- WITH M Kitt MINIMUM YIELD
<br />STRENGTH III EACHT REDUL* STORM PANEL WITH LEWRHS OVER W-0 THROUGH 12'-**, AS PER SECTIONS 155, & 9 a 10 AND ALTERNATIVES 5W.
<br />!;W & TOW ON SHEETS ti. 6 Al 12 RESPECTIVEILY� SHALL HAVE A LEGIBLE AM READILY VISIBLE MkWIMG INSTItUCTING OWNER OR
<br />I ANCHORS TO WALL SHALL BE AS FOLLOW-' TOMMY TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />(A) JQ_JZMiNG_EZff9�_ZQNW= 11 THE INSTALLATION CONTRACTOR IS TO SEAVCAULK A" SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT MTH
<br />TAPCON ANCHORS AS MANUIACTURED BY f.T.W, EUILOEX IK_ (UT, V-3192 T,..Q THE BUILDING TO PREVENT WIND/RMN INTRUSION,
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<br />/4* 0 * 1/8' CALK -IN ANCHOIRS. AS MANUFACTURED BY DEWALT INC, (MIN, P-3400 IR-)
<br />- 1/4.. X �/4' SOUG-SET ANCHORS, AS 015MUVTZD BY ALL POINT SCREW. SOLT & SPECIALTY CO. 42- STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BVIWING AND ZONING REGULATIONS
<br />(Mi.. f'�3000 P'SLQ PROVIDED SY THE JURISDIC17ON WHERE PERMIT IS APPLIED TO
<br />- IT4-10 PAMELMATE FEMALE 10 & PANFLUATE PLUS ANCHORS, AS MANUFACTURED BY ELOO, CONSTRUCTION PRODUCTS i3 (a) THIS PRODUCT EVALUATION DOCUMENT (FIZIL) PREPARED BY THIS ENGINEER IS 604EMC AND DOM NOT PROVIDE INFORMATION
<br />t'..3330
<br />IMIN, P'..Q
<br />- 1/4'0 CF TAP -GRIP ANCHORS, AS MANUFACTURED W TRU-FAST CORPORATION (f'-3600 p.) FOR A SITE SPECIFIC P90WECT, Ie, WHORE TIC SITE CONDITIONS DEVIATE FROM THE PX,D.
<br />A 1) MINIMUM DABEDMEN (0 CONTRACTOR TO CC RESPONSIBLE FOR T41E SUECTION. PURCHASE AND INSTALLATION INCLUDING LIFE 5AFM Of THIS PRODUCT
<br />I OF TAPCON ANCHORS IWO POURED CONCRETE SHALL RE 1 ,1/4'� 2' FOR PANOLMATE FEMALE bk-XD ON THIS PLED. PROVIDED AE/S E DOES NOT CEW11 FROM THE CONDITIONS DETAILED ON TILS DOCUMENT
<br />0 AND PAMEMAITE PLUS AND 1 9/4" FOR CF TAP-GRiP ANCHORS. CONSTRUCT40M SAFETY AT 59E IS THETIONTRAK27OR'S RESPONSSLIW�
<br />A.2� CAIX-IN 6: SOLID-SE71' ANCHORS . SHALL RE EMEEDOOD -�/Z- "To THE POURED CONCRETE mo EMBEDMENT INTO (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED
<br />SRJOCO SHALL BE PERMITTED &14� 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINNAURM SHOULD STUCCO EXIST,
<br />NO 7' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR AU THREADED SCREWS W/O PEAD, 00 OIL SPEC ,FiC PRGJECM SHALL BE PREPARED BY A FLORIDA REGISTERED EINGINCER, OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WHO NUIS. DOWD1 OF RECORD (EAR) FOR THE PROJECT AND WHO WL BE ARESPONS01 FOR THE
<br />PROM USE OF THE P.E.D. O*CWEER OF RECORD ACING AS A OREGATI50 ENGINEER TO THE
<br />A,1V W CAM TW PRECAST STOHE� PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS K FOUND ON THE P.E.D. ENGINEER, SHAL4. SUBMIT TO TAM LATITR il�46 SVIC SPECIFIC DRAWINGS FOR RFAEW.
<br />EXiSTTK WALL OR FLOOR ANCHORS SHALL BE LONG ENO" To REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHOWE SHALL BE AS MENTIONED IN AA) AND IN A.2). (s) THIS P.ED. SHALL 9W THE DATE AND ORIGINAL SM AND SIGNATURE OF THE PROFESSIONAL.
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(a) nLtEMAILDUaWFJX-BLDOJ-WA�L&'iLM-,Q��, t4 SKUTT" MANUFACTUATER'S LABEL SHALL BE LOCATED ON 4 READILY VISRU LOCATION AT STORM
<br />:�4� 0 TAPOON ANCHORS AS MANUFACTURED BY I T IS SULDEX, INC, PANEL SHURTIOR IN ACCORDANCE WITH SECTION 1709.V,3 OF FLORIDA BUILINNG CODE ONE LASM
<br />- A x 7/a' CAIX-N ANCHORS, AS MANUFACTURED BY DEWALT INC, �Ml t'�IWO p.s,,) SHALL BE PLACED FOR EVERY OPEIYND� LASWNG TO COMPLY WFIH SECTION I 709.92 OF �HE
<br />Z04!T
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<br />- I A X 3/4- SOUD-S-LT ANCHORS, AS DISTRIBUTED Erf ALL POW SCREW & SPECIALTY CO, FUDRIUA BUILDING COW
<br />(MIN I, -law P..`.)
<br />- IT 1 4-1 0 PANELKATE FEMALE IV AND PANFLUATE PLUS ANDJORS. AS MANUFACTURED ffy ELCO CONSTRUCTION
<br />'RODUCTS. (MIN t'-2071 p) 'M01111111141'A',IIIA
<br />- 1/4' 4 OF TAFGRP ANCOORS� AS MAKAPACTURRI'D fff TRU-FAST CORPORATION 00) '.
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<br />B.1) MINIMUM EMMMENT OP TAPCON ANCHORS. ELW PANEIMATES AND CYF TAP-OFRUP ANCHOR _A�`,: 1r,rAI FLORIDA BUILDING CODE (High Vefodty Hur
<br />46 *' - - ,
<br />13LCCX UNIT SHALL BE 1 1/4-. .., - _f, %� SE .2m It'lux OF 20 GAGE GALVANIZED STEEL STORM PANEL t,
<br />I . ' 16 = - iNMIIiW_
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<br />9.23 CALKIIN & SOLIO-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRE
<br />INTO' S�X�CO SHALL BE PERMITTED, 1/4- -20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOUVII to r OF . = -1 � GLOBAL PROTECTION PRODUCTS. LLC. ""
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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />WALTERA. TILLIT nL, PE, "UHto ,71,corn
<br />ERODUCT EYALUATION REPORT ,,, I = H. 441,47
<br />1`1,1�.A. iiNo. DWI 9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUO-CATEGORY.-
<br />Storm Panels
<br />PRODUCTNAME;
<br />24 GAGE GALVANIZED STEEL STORM
<br />PAN.EIL
<br />MANUFACTURER:
<br />Global Protection Produgtji. LLG
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION'
<br />This iss Product Evaluation Repqrtls,sued byWaIttrA. rillit,Jr., P.E.(System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />611320-3, 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 />I I
<br />been verified for compliance inaccordance with the2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />afleast 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 SUSMrrTED-
<br />2-1. PROQUCTT EVALUATION DOCUMENT (P.E.
<br />Drawring No. 20-1 T5, titled *24 GAGE GALVANIZED STEEL STORM PANEL,,
<br />sheets I thru 18 of 16 prepared by Tiltero, Inc,; signed and sealed by Walter A,
<br />Tillit, Jr., P.E,; dated 07[2712020. This drawing is an inteR� ,g,t�'oqp 1.
<br />Evaluallon Report, 0., ,'��-, . ...... k4i
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<br />==1 I I CONCRETE BLOCK WAL " Guam I'm 1 - O24m, Itim W_ 2D SAGE GALVANIZED STEEL STORM PANEL
<br />� M., WOLARm I'Mom NOGIn, 1 No 44167-'- INMAN SY,
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<br />DETAIL MR SPA= REOVIRED AT TOP OR "IN, &W. 6, STNEIT
<br />BOTTOM M&M ADJAMT TV M"61=0 BANDS Vp;'%. A2 III . T`_ — . I;NMMMiP,_ P"NE TOW, , =I.
<br />.- )RIO!".. . tPNIN""S. - Glltq�m 20-176
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<br />PRODUCT EVALUATION REEDIR-T NO, 111,,� 2
<br />, 1
<br />2.2, TEST REPO
<br />Large missile Impact ioad tests were performed under SSTD 12-99 standard as
<br />per section 1600.4.2 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 1 fO2 witnessed by William
<br />R. MShDer, P.E., Boriz Moroz, P.E. and H ' enry Hattem, P,E. and Report No.
<br />0219.01-09, dated February 25, 2OD9, signed and sealed by Edrnundo
<br />Larglae8pada, FIX. and Henryl-lattem, P.E. Large missile impact and cyclic
<br />load Ings per Protocols TAS 2b 1 & 203 as per section 1 609. 1.2 of the Florida
<br />Building Code, Test Report prepared byAmerican 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 />Tansiletest report No. 9CM-198 by OC Metallurgical, Inc;., datiadMarch 13,2009,
<br />sIgned aod sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKMA 318, dated December 1 0 201 G signed
<br />and sealed by Jerry Jaricifano, P. E. as per ASTM E-8.
<br />TRUCTURAL ENGINEERING (;AI&ULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for mailmum panel larto vs, design
<br />wind load, as well as maxinnurn arichors'pacing 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 Tiltsoo,
<br />Inc., dated 12flE1110 and QB/27113 (for this revision), signed and,sealed by Walter
<br />A. 711fit, Jr., P.E,
<br />3. M14g]LE IMPACT RESISIA -
<br />� , NqE_
<br />Large missile impact under Section 1609,12of theFlorda Building Cade.asper
<br />I
<br />SSTD 1,Z-99 Standard and TAS 201.
<br />4. VAND LOADS RESIMNCE:
<br />24 Gage Galva nlzed Steel Storm Panel haR been verified to sustain wind
<br />pressures. Maximum panel length shall Itie as indicated on sheets 3, R, 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, I$ t1hri le
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Go" 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 />tH01DT1CTEVATJ1AT10N_n,P0RTNO_ 26-M7.02 I
<br />&. INSTALLATION -
<br />Installation shall be performed strictly in accordance with detaifs indicated on
<br />sheets 3 thru 8, 12 thru 1 8 of 18, of Prod uct Evaluation Docume nt (P. E. 0.).
<br />drawing No.20-17S. Minimum separation to glass shall beas indicated on
<br />sheets 3, 6, 13, 14� 16, 15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t-MATERIJAL CHARACTERISTICS 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 />7-LIMITATIONS AND CONDITIONS Of USE:
<br />7.1 � Shall be strictly in compliance with General Notes No. 1, 8 tbru 14, Indicated
<br />on sheet I 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. T11111, 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 shallonly be installed into poured concrete, concrete block, and
<br />wood frame structures,
<br />Product Evaluation Report prepared by WalterA. 7`1111t, Jr., P.E. (Florida License
<br />No. 4067), President of Tifteco, Inc. (Florida CA-0006719).
<br />WAIILL
<br />ll_'� TILTECO ADMON REOORD!5 k,P, E. REPORT.2t
<br />GALVANIZE0 STEEL STORM PANEL �DRWG,# 2(I-I 75 I,
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