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<br />2.2, TEST 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 />BLOQUCLkXALVATION REPOIXf 140, 20,0728.01 3
<br />6. MATERIAL CHARACTERISTIC -$-A D SPECIFICATIONS:
<br />_
<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 />VATTRR A- nLLIT, JFL, RE,
<br />N. V M �91.1 _�10 'AT
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<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 OW0911996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996, 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 10/0511 9g8 witnessed by Gilbert Diamond, P.E. and Report No,
<br />7. LIMITATIONS AND CONDITIONS OF USE-.
<br />REPORT NO.: 20-0728.011
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. 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 QC Metallurgical, Inc., dated March 13, 2009,
<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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilleco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />2-.3- "TUCTURAL ENGINEERING CALCULATMS:
<br />,
<br />7.2, Product may be installed within HIGH VELOCITY 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: Global Protection Pmducts
<br />length based on ratonal and comparative analysis, and In accordance with
<br />7.3. Product shal I only be Installed Into poured concrete, concrete block, and
<br />LLC,
<br />4800 S.W. 5 1 Street
<br />section 1616 afthe Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />Davie, Florida33314
<br />dated 11/03108 and 03fl2/15. signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1. PURPOSE OF EVALUAT[OW
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillil, Jr., P.E. (Florida License
<br />.,
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tillew, Inc, (Florida CA-0006719).
<br />ID # 1906) 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. NNID LOADS RESISTANCE:
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<br />Professional Regulation.
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<br />20 Gage Galvanized Steel 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 beas indicated on sheets 8, 10, 14,15,
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<br />been verffled for compliance In accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of26 of Product Evaluation Document (P.E.D.), drawing No.
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<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, 1 0, I 1,
<br />14,
<br />I -*,n._%. STATEOF
<br />at least equivalent to that required by the Code�
<br />15, 1 7, 1 8, i 9, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
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<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 />a Building Code change that may affect b limitations and conditions
<br />5. INSTALLATIOW
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE. SUBMITTED.
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document
<br />YVATILL
<br />D;�TILTECOADMON RECORDS I P. E. REPORT-20 � GLOBAL PROTECTION PRODUCTS, LLC%20GAOF
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<br />2.1. PRODUCT EVALUATION UME
<br />ATO.-E."
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELk DRM 4 M176\ RF:PORT#20-0728.01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU',
<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 by Walter A.
<br />(RE.D.), drawing No. 20-178.
<br />Tillit, Jr., P,E.; dated 0712812020. This drawing Is an integral part o is
<br />Evaluation Report. NoIkIIIAIA111,
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<br />GENERAL NOTES: 8-3) IN CASE THAT PRM4ST STORE OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />20 QW MILMAMM 3T13SL SM M" EXTSTING WALL, ANCHORS SHALL BE LONG V40UGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />STORM PANEL SHOWN ON TMS PROD= EVALUATION DOCUMENT (P.E.D.) RAS BMW VERIFIED FOR CoMPILLARM IN ANCHORAGE SHALL BE AS MENTIONED IN BA) AND IN EQ).
<br />ACCORDANCE WITH THE 2= (7th EDITION) OF THE FLORIDA BUILDING CODE (C) M QMG MOOD-imm-luxim-owivx-L--9,&-WIJ;
<br />DESIGN WIND LOADS SHALL 13E DETERMINED AS PER SECTION 1620OF THE ABOVE LefRoRm COLGE, - 1/4-f TAKON ANCHORS, AS AMINUFACTURS) 13Y 1.7.W, BULM, INC.
<br />FOR A WIND SPEED AS REDUIREO By THE JURISDICTION WHERE THESE SHUTTERS WILL BE 06TALLEEL AND - PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUMON PRODUCTS,
<br />1#/144:010
<br />FOR A DIRECTIONAUTY FACTOR Xd-OBS� USING ASCE 7-18 AND SHALL NOT EXCEED THE MAXARAJ (ALS.D.) - LAG SCREWS PER N.CS�
<br />_ /I 1`0 x VS` WOOD SUSHNG, AS DISTRIBUTED BY ALL POINT SCKV, SOLT & SPECIALTY 00.
<br />DESIGN PRESSURE RATINGS INW-ATE0 ON $HEM 7 THRU 12. 14, 15. 16, 19 & 2O 7 6
<br />IN ORDER TO VERIF" THE ABOVE CONDIT100L ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO XS.O_ DESIGN WHO LOADS BY MULTIPLYING THEM ErY 0,6 IN ORDER TO C 1) MINIMUM THREADED PENETRAIMN INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANUMATE PLUS
<br />COMPARE THEM W/ MAX. (".0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 16, 19 & 20. AM PANELMALE FEMALE 11).
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS RED AS TESTED WERE NOT OVER STRESSED, A 339 INCREASE N ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHAU BE 1 1/2'. NO THREADED
<br />PENETRATION INTO STUCCO SHALL AS PART T14E REOLARED
<br />BE CONSIDO�W OF THREADED PD4ETTATION.
<br />STRESS FOR WING LOADS WAS SM USED IN THEIR ANALYSIS. FASIENERS5 SPACING TO WOOD HAS BEEN INETERMINED IN
<br />ACCORDANCE WTFN MOS. 20119. C.3) MINIMUM EDGE DWARCE OF LAC SCREWS, INTO WOOD SHALL RE AS INDICATED IN THIS DRAWING
<br />STORM FANS.'S ADEOUACY FOR IMPACT AND MUD RESISTANCE RAS BEER VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE EN -LEERING & TCSTW INC. REPORTS 96-569, 96-570 & 96-T30 AND C.4) MROMUM PENETRATION OF WOW BUSHM SHALL BE 5/8'. i/4' o-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />FENESTRATION TESTING LAIL INC- REPORTS #2032 & 02126 . AS PROTOCOLS TAS_2D1. TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO,
<br />AS WEILL AS AMERICAN TEST LAS OF SOUTH FLORIDA REPORT 002, 9.01-OfL AS PER -AS 201, TAS 202 AND
<br />TAS 203 STANDARDS. C-5) IN CAM THAkT PRECAST STONE- OR PRECAST CONCRETE PAROLS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />WALL. A004ORS SHALL BE LONG ENOUGH TO REACH THE WAR STRUCTURE BEHIND SUCH PANELS.
<br />2. ALL ALUMINUM WRUS04 TO BE W63-T6 ALLOY AND TIEWER. (UNUESS OTHERWISE NOTED), SEE SHEET 2, M4040RACE SHALL RE AS MENTIONED IN C.1) , C.2) & C.4)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 Xlm (0) ANCHORS SHALL BE WSMUM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEWICATIONS OF THE ANCHOR*S MANUFACTURER.
<br />4. ALL STEEL SHEET REM PANELS SHALL HAVE "WMRAL OLALITY STEEL ASTM A-W GRAM 50 MINIMUM. G-60
<br />GALVANIZED STEEL DESIGNATOR W/FY- 58.5 k.i (AFTER ROAM). B. PANELS MAY &SO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THLROUGH 6) EXCEPT THAT HEADERS (Z & 0 SHALL NOT BE USED.
<br />5- ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT ODATED CARBON STEEL AS PER
<br />DIN SDOO W/ 50 kW YIELD MENGTH AND 90 W TENSILE STRENGTH & SHALL CGWKY W/ FLORIDA quIL)ING CODE 9 ' IT SM-ALL BE THE RESPONSIBUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCnM WHERE SHUTTER IS TO BE
<br />SECTION 24il.3.3.4- ATTACHED TO KSURE PROPS? ANCHORAGE- THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUILDINGS,
<br />8. BOLTS TO BE ASIR A-307 GALVANIZED STEEL OR AIS? 304 SERIES STAINLESS STEEL, WH 36 ksl MINIMUM YIELD
<br />STRENGTH TO. EACH REGULAR STORM PAWL WITH UENSTHS OVER W-0 THROUGH 12'-4'. AS PER SECTIONS 6. & 9 a 10 AND ALTERHATNES OW,
<br />7� ANCHORS TO WALL SHALL BE AS FOLLOWS: Be At IOW & 12 RESPECTASLY, SHALL HA%T A LEGIBLE AND READILY VSISLE MARKING iNSMUCTING OWN R
<br />ER 0
<br />$GtNC4V
<br />AILS
<br />TENANT TO WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />(A) MA2n1R*_EW=LQW= 11 THE INSTALLATION OWIRACTOR Is TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT MTH
<br />'* TAPCON ANCHORS AS MANUFAICTURED BY LT-W� IWILDEX, INC, (M[n, fL-3192 p-i.) THE SQIUDiRG TO PREVENT WIND/RAIN INTRUSION.
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<br />/4! . � 7/r CALK-N ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. r;.3000 p-Q
<br />- 1/4�% X 3/4" SOLO -SET AW.RGRS. AS DISTRIBUTED BY ALL POINT SCREW, DOLT & SP,GAkTY COL 12, STORM PANEL INIPAULATON SHALL COMPLY MTH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />(Mi, r-3000 P�.' 0 PROVIDED By THE JURISDICTION WNERE PERMIT IS APPLIED TO.
<br />- #14-10 PAINEL"'FE FEMALE O & PARELVIATE PLUS ANCHORS, AS MAHUFXTMED BY SOG CONSTRUCTION PRODUCTS.
<br />(MIN, f'F-33M p-) 12L 0) THIS PRODUCT _�#LlAnGN DOCLIMENT (REM) PREPARED By THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION
<br />- t/4"0 CF TAP-ORIP'ANCHORS. AS MANUFACTURED BY TRW -FAST CORPORATION (f3600 ,Ls:Q rOR A SITE SPECIFIC PROLLECt. L.. WHERE THE SITE CONDITIONS DEVIATE FROM THE PLO.
<br />A, 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE (b) CONTRACTOR TO 13E RESPONSIBLE FOR THE SELECION. PURCHASE AND INSTALLATION INMUDING LIFE SAFETY OF THIS PRODUCT
<br />1 3/4': 2' FOR FARELVATE FEMALE BASED ON TIES P,Eo. PROMED HE/SHE DOES NOT DEMME FROM THE CONDITIONS OETA;LM ON TM DOCUMENT.
<br />0 AND PANEMALTE PLUS AND 1 1/4- FOR OF TAP-CW ANCHORS, CONSMUCT)ON SAFETY AT SUE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />A.2) CAUK-IN & SCUD -SET ANCHORS SHALL BE EMBEDDED 7/8' KID THE POURED CONCRrM No BRIEGMW INTO (c) THUS PRODUCT, EUVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MOWIM
<br />STU SHALL BE PERMITTED, 1/4* 0-20 SCREWS USED SHALL BE 1 1/2- LOW WOMUM SHOULD Snx= EXIST,
<br />NO I" MINIMUM FOR WALLS WrTH NO STU=. AND MAT BE HEAOEV SCREWS OR ALL THREADED SCREWS W10 HEAD. (d) SITE SPECIFIC PRWECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHMCT WNLCN WILL BECOME TW
<br />BUT WITH WING NUTS. ENGINEER OF RIECORD�E THE PRWECT AND WHO WILL BE RESPONME FOR THE
<br />PROPER USE OF THE GINCIER
<br />_j06%FOR
<br />OF RECORD. ACTING AS A DEI.EGATED ENGINEER TO THE
<br />A.3) IN CASE PHAT PRECAST SONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD 90ARDS BE FOUND ON THE P.E,O. ENGINEER. SHALL SUSAN 70 INS LATTER THE SITE SPECM DRAWINGS �OR REVIEW.
<br />EXISTINC WALL OR FLOOk ANCHORS WALL EIE LONG ENOUGH TO REACH THE MAIN STRVCTARIE BEHIND SUCH
<br />PANELS. AW_� SHALL BE AS MENTIONED IN A,I) AND IN A.2). (0) THIS P.E.D. WALL BEAR THE DATE A14D ORIGNALL SIAL AND SIGNATURE OF THE PRMSMONAL
<br />ENWNMR OF RECORD THAT PREPARED IT.
<br />(a) CDNM2LADQ1 -
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<br />14. SHUTTER MANUFACTURER'S LASEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STOW
<br />!01&/K4MT0TAPCOAI ANCHORS AS MANUFACTURED BY 1. T. k BUILM, INC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.IL3 OF FLORIDA OUILD94G OWE ONE LABEL
<br />- 1/4 " 0 X 7/e CALX-iN ANCHORS. AS MANUFACTURED UY DEWALT INC. (MIN. f'15oo p-L) SHALL BE EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709;9,2 OF THE
<br />- 1 /4 0 X 3/4- SOUO�SET ANCHORS, AS DISTRIBUTED 13Y ALL PONT SCREW, BOUT & SPECALTY CO. FLORIDA 13LPKLLADICNOG COO&
<br />(MR ' 1,0-1800 P-L) ----I
<br />- 114-10 PANE� FEMALE W AND PAMEL�TF PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION DRAWING SHALL ONLY BE USED TO
<br />;:..
<br />PRODUCTS (MIN. f-2071 p,0,L) '� W 11* # I PERIM IN THE STATE OF FLORIDA I
<br />- 1/4 0 OF TAP-ORIP ANCHORS, AS MANUFACTURED BY MU -FAST CORPORATION os� �V� 10k#-"#�/N�/,,,,!
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<br />BA MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELGO PANEILMATES AND CF TAP-GFOP ANCHOR. IWO THE . . \,\G, At-". V.:t FLORIDA BUILDING CODE (ligh Valoofy Hur cone Zone)
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<br />SUDCK UNIT SHALL BE 1 1/4'. . ' .1 1-� t � MTM. - 20 OW GALVANIZED STEEL STORM PANEL rmp
<br />- * NO. *. I ft
<br />8.2) CALK -IN & SOUD-SET ANCHORS 94ALL BE EMBEDDED 7/11' INTO THE CoNoNvE BLOCK UNIT. NO 41167 I,Kme,
<br />-64pir � � =
<br />INTO STU= %ML BE PERMITTEOL 1/4- �20 SCREWS USED SHALL BE I 1/2- LONG MINIMUM SHOULD STOCCO II CTION PRODUCTS, U.C. 0/w2w
<br />EXIST. AND I' MINIMUM FOR WAU,S WITH NO STUCCO. 1 J., ____ 11LIEC0.11C. "' P'�
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<br />WALUR A. TILLIT, M, IIE PRODUCT EYALUATION REPO tilteco@aol.com
<br />RT ,L,RLP.V l,k.-NF 4416?
<br />C.A. Limle No. 0006719
<br />REPORTNO.- 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCTNAMIE: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Producllil
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUAT-19W
<br />This is a Product Evaluation Report issued by Walter A. rillit, Jr., P.E. (System
<br />ID * 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 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 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 in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. IWIDENCE-SUBMIT'TED:
<br />11, PRODUCT EVALUATION DOCUMENT (P,E.D�):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by rilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,,- dated 0712712020. This drawing is an inte is
<br />""
<br />Evaluation Report. R��Vnli,'Q,
<br />.,�,�,W.: ... 1�0,,,,_
<br />6155 N.W. 36th Street, Suite ID5, Miami� Florida 33166 - Phone: (305) 871
<br />COMPONENTS FOR REGULAR & UFE SAFETY STORM PANELS
<br />(SCALE 1/2=1-)
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<br />PRODUC I'EVALLEALTION RFXQP_T NO, 20-0717.07 2
<br />2.2� TEST REPORTS:
<br />Large missile 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 byAmedr,an Testing
<br />Lab 4 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 />0219.01-09, dated February 25, 2009, signed and seated by Edmunclo
<br />Largaespeda, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 16091 .2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-110. dated November 23, 2010, signed and sealed by Julio E,
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by 00 Metallurgical, Inc., dated March 13,2069,
<br />signed and sealed by Frank Grate, P-E, as per ASTM E-B and Tensile Test as
<br />per OC Metallurgical Report No. I OIKII 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUC71JRAL ENGINEERING CA!& LATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. destin
<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 11604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 8/1 0 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E,
<br />3. MISSILE IMPACT RESIST&INCE.-,
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99,91andard and TAS 201.
<br />4. WIND LOADS 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, I 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 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.
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<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 6, 12 thru 18 of 1 8, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6,13,14,15,16 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATSRIAUQ��� �S
<br />PEC F�TIQ� .
<br />Shall be strIcUy 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 indicated on sheet I of 1 8, of Product
<br />EvaluaUon Docurrient (P.E.D.), drawing No. 20-175.
<br />7. L MITATIONS AND CONDITIONS OF USE:
<br />7. 1. Shall be strictly 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 TIfteco, 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. 441167), President of Tifteico, Inc. (Florida CA-0006719).
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