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<br />Z I 1 L I ECO INc-
<br />TiLLIT TESTING A ENGINEERING COMPANY
<br />WATTRR A. TTLLrr, TR., F.E.
<br />FL C A 4ueu,e Nn,00ati'IV
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SU&CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection F
<br />4800 S,W, 51 Street
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Waiter A. Tllllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I 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. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D,L
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Wafter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral partl7l#If�ris
<br />Evaluation Report, .,M.ea A. R,,'
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<br />No. 44167
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -
<br />PRODUCT l';VAL CATION EI!D1 LaQ ZQA72R.Dt 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201 20 s r section 626 of the Florida
<br />3 a per e 1 e Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<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 04116/1998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed b F s(g y nit re Grate, P.E.
<br />2,$$TRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Stone Panei 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 1616 of the Florida Building Code. Calculations prepared by Tilfeco, Inc.,
<br />dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />".ND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. 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, 11,
<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. INSTALLATION:
<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 />(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.), drawing No. 20-176.
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<br />GENERAL NOTES: B.3) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BONDS BE FOUND ON THE
<br />0sun no 9D oMaE IYLt111R![a Seca. Social •An= EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS.
<br />I. STORM PANEL SHOYM ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) WAS BEEN VERIFIED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND N 82).
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE (C) TO DflS'nNC W'OOO 'MN- SPECIFIC f1GMY C - 0.55 MN.`:
<br />E MANUFACTURED BY I. US BUILDEJI. INC,
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, - ,/4V TAPCON ANCHORS. FEMALE
<br />14-,0 P D AND P VS Mµl1FKRU
<br />AIRCREWS iER PLUS AWCIHORS, AS RED
<br />- !iY 0.W CONSTRUCTION PPOOIICTS.
<br />FOR A WIND SPEED AS THE THESE SHUTTERS WILL E INSTALLED D µ0 1
<br />N.O.S.ANELNA7E
<br />PER N.
<br />- 1/4V LAG S8'
<br />ACTOR Xd 0. USING ASCE 7 0WHEREAND NOT
<br />ASCE 7-18 AND 4. 1 N16 EXCEED THE IMaKIMUY (AS.D.)
<br />FOR A ORES URE RA FACTOR KCATED N SHEETS WO
<br />DESGN PRESSURE RATINGS INDICATED 0/1 SIICE'r5 7 TR01 12. 14, 15, 16. 19 A 20 - 7/160 x 5/8' WOOD BUSHING, 0.5 DISTRIBUTED BY ALL PONT SCREW. DOLT A SPECALIr CO.
<br />IN ORDER TO VERFY THE ABOVE CONDITION. ULTAATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PMELMATE PLUS
<br />SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING TH04 BY 06 N ORDER TO MO PANEUMLE FEMALE D.
<br />COMPARE THESE W/ MAX. (AS.0) MSIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, 19 A 20.
<br />C.2) THREADED ATi OF LAG SCREAM, INTO THE T FRAME SHALL BE 1 THREADED
<br />PNWY
<br />STUCCPENETO
<br />IN ORDER TO VERIFY THAT ANCHORS ON IRIS PED, AS TESTED WERE NOT OVER STRESSED. A 33s INCREASE N ALLOWABLE AL OF NED NETR IO
<br />STRESS FOR WINO LOADS WAS WL USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N PENETRATION INTO STUCCO SHALL 8[ CONSIDERED AS PART OF THE REGAINED THREADED PENETRATION.
<br />ACCORDANCE WITH N.D.S 201& C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD 94ALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S AoEOIACY FOR IMPACT AND WIND RESISTANCE WAS BEEN veviED IN ACCORDANCE WITH SECTION ism OF
<br />ABOVE MENTIONED CODE AS PER HURRICANE ENG 4CEFJ NG A TESTING INC. REPORTS 96-569. 96-570 A 95-TX NIO C,4) MINIMUM PENETRATION OF WOOD BUSHING SHALL S/6'. ,/a' 20 SCREWS USED SNKL BE1 1/2^ LONG MINIMUM
<br />FENESTMTKIN TES IM LAB, IC.. REPORTS �2032 A /2126 , AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS Will AS RTEST LAB OF FLORIDAREPORT �0219D1 -09. AS PER TAS 201, TAS 201 AND C 5) N CASE THAT PRECAST STONE • OR PRECAST CONCRETE PANELS, STUCCO OR WOW ON BOARDS BE FOUND THE EXISTING
<br />TAS X,3 STANDARDS.
<br />WALL. AN04M SHALL BE LONE: ENOUGH TO MAGI THE MAN STRICTURE BEHIND SUCH PANELS.
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2- ANCHORAGE SHALL BE AS MENTIONED IN C.1). C2) A CA)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />4 ALL STEEL 91M METAL PANELS SHALL HAVE STRUCTURAL QUALM STEEL AASN A-653 GRADE 50 MINIMUM, G-60 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH IO (SHEETS a
<br />GAL' VARZED STEEL DESRINAToN w/FY- 5&S im (AFTER ROLLED). THROUGH 6) EXCEPT THAT HEADERS (Z A ® SHALL NOT BE USED.
<br />5, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 All SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEP 9. T SHALL BE Tiff RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />DIN 50018 W/ 50 Hai YIELO STRENGM aNC 90 TAN TENNSLi STRENCM A SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />ATTACHED 70 INSURE PROPER µCHOM" THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME
<br />SECTION 1a 11.3.3.4. BUILDINGS.
<br />6. BOLTS TO BE ASTY A-307 CALYANIZED $TEFL, OR AS) .70a SERIES STAINLESS STEEL WITH 36 bi MINIMUM YIELD
<br />STREt&7N. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12'-4', AS PER SECTIONS 6, 8. 9 A 10 AND ALTERNATIVES BW,
<br />9W A NOW ON SHEETS 5, 6 A 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AD READILY VISIBLE Wil(HG NSRNUCTWG OWNER OR
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APPLICABLE RENFDRCEME'NT DURING PERIODS OF HURRICANE WARNING
<br />(A) T9 EXISTING POURED CONCRETE 11. THE INSTALLATION CONITMCTOR IS TO SEAL/CAU1 K ALL SITTER COMPONENT EDGES WHICH REMAIN IN COMNUOUS CONTACT WITH
<br />- 1/4V TAPCON ANCHORS AS MANUFACTURED BY A.T.W. SUBLDEX, INC. (Min. rc-3192 P..i.) THE BUILDING TO PREVENT WIND/RAN INTRUSION
<br />- I/a• • „ 7/8^ CALK -IN ANCHORS, AS MANUFACTURED BY INC. (WIN. rc-JOW
<br />L PO 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/a-I . 3/4• SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. WILT A SPEGALtt CO,
<br />LID -SE SPECIALTY
<br />MIn. Yc-]OW PROVIDED BY THE ,AUR6DCIION WHERE PERMIT 5 APPLIED i0.
<br />- t14-to PNELMATE FEMALE ID A PANELWTE PLUS ANCHORS, AS "ANUFACURED BY ELCO CONSTRUCTION PRODUCTS. 13, (a) THIS PRODUCT EVALUATION DOCUMENT (P.LOJ PREPARED B•- THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATKN
<br />(MW. 1'c-33W Pel) FOR A SITE SPECIFIC PROJECT: to, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D
<br />- 1/4-I CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Fc-3600 p.s,.)
<br />(n) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND ISTN1ATION INCLUDING LIFE SVETY Of THIS PRODUCT
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR PANELMATE FEMALE SED ON THIS PEA PROVIDED THE CONpITCMS DETAILED ON THIS DOCUMENT.
<br />?S
<br />D AND PNEMALTE PLUS AND 1 1/4- FOR CF TAP-GRP ANCHORS. COONSTRUCTION SAFETY AT THE CSFEONTRACTORDOES
<br />RESPONS�I ,
<br />A2) CALX-N A SOLID -SET ANCHORS SHALL BL EALBEDOED 7/8- MO THE POURED CONCRETE. NO EMBEDMENT KID (c) IRS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVAJO IF M0061ED.
<br />STUCCO SHALL BE PERMITTED. 7/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM 94OULD STUCCO EXIST.
<br />No i• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WIG HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT W1FCH WILL BECOME THE
<br />BUT WITH WING NUTS. ENGINEER Or RECORD (E.O.R.) FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE PE D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A3) N CAA THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STCCO OR WOOD BOARDS BE FOUND ON TNT PEG ENGINEER, SHALL SIBMO TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGHTO REACH THE MAIN STRUCTUREBEHIND SUCH
<br />HORAGE CHORAGE SWILL BE AS MENTIONED N A1) AND IN A2). (e) THIS PE-D. SWILL BEAR THE DATE AND ORIGINAL SEAL AHD SIGNATURE OF THE PROFESSIONAL
<br />ANC
<br />ENGINEER OF RECORD THAT PREPARED IT
<br />(B) TO L SONG c -�-TE BtnCN Yl!•'L ASTM c stt ea- SHUTTER MANUFACTURER'S LABEL SHALL R LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- ,/a' I TAPCON ANCHORS AS IIANUFACtuRED BY i. T. W. BIIILOIX. INC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING COOE. ONE LABEL
<br />1/4' I . 7/8CALK-N ANCHORS. AS MANUFACTURED BY DEWALT INC. (WIN. I'c-1500 p-si) SHALL BE PLACED FOR EVERY oPEMNG. LABELING TO COMPLY WITH SECTION i7ooe It OF TIE
<br />- I/4'I X 3/4 SCUD -SET ANCHORS, AS DISTRIBUTED BY AL POINT SCREW, BOLT A SPECIALTY Co. RORRM BUILDING CODE.
<br />.
<br />(DIN ro.111W P - ) IRIS ORAIWIIIC SWILL Be USED i0
<br />- t14-10 PANELIMTE FEMALE D AND Pµ0.MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />OBTNN F'ERWTL N THEE STAR Of FLORIDA
<br />E STATE
<br />PRODUCTS (MN. R'c-2071 p.a.l.)
<br />Ago"'11441"NMF1/y.,_ A
<br />- 1/4- • CF T,w-clap ANCHORS, As MANUFKTURED BY TRU-Ff51 CORPoRATON Q\ZE,C:..�<1*0%; .
<br />'•
<br />•-� FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zorn
<br />B.1) EMBEDMENT TAPCON1/4-.ANCHORS, 0.00 Pµ0.MATE5 MITI CTTAP-CRP ANCHOR. IMO THE '
<br />1
<br />BLOCK UNIT SHALL BE 7 1/A'.
<br />BLOCK -2m0 nlmHi NAc rP.
<br />20 WGE GALVANIZED Sff.EI STORM PANEL
<br />tWANN ev:
<br />CALK-N A SOLID ANCHORS DOLL BE EMBEOOED 7/8' THE CONCRETE BLOCK UNIT, NO No.4 167 '. '
<br />0.2) -SET INTO
<br />NnU"
<br />INTO STUCCO SHALL BE PERMITTED. 1/A- I-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM GLOBAL PROTECTION PRODUCTS' LLC- OWE
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<br />Exlsr. AND 1• uNAA/M FOR WALLS WITH NO sT,xco. -� I L E C O me - 1W 51 SYNXI
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<br />u Nw W. wA. s +INN N•Na w mN POE (264�72 a FAX,1(laN)a►-M7
<br />20-176
<br />WALE 3/9-1 •
<br />NIN
<br />nA-. , nil w._.a ti A OWN N1-I- es r
<br />d-IU1$ M Aar Aw�Aw
<br />aURIRNI NN:
<br />L
<br />11TLLTFIH AFLAIMA 7WJT A.. PE Y n.w
<br />— A OF L
<br />PRODUCTF ALU.ATIONREPORTNO, 20.17211.01 3
<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<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.20-170. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<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 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176
<br />prepared by Tllteco, Inc. and signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />7.2. 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 Welter A. Tillft, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
<br />A111MI111NIu/NF
<br />,,MNA�A'�" ?, A: 7/4Z "N,
<br />��y�?�'"�\CENSF �9.
<br />- ; - 44167
<br />-- —1* ��'* .-*s
<br />h� 30 - STATE Of . cc
<br />s F'• .•
<br />.SS ...Ii,,�/'0NN141IL1'VVATILL
<br />D:\ TI LTECO AD MON RECORDS \ P. E. REPORT. 201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANEL\ DRVVG NY 20-176 { REPORT r 20-0728.01
<br />/ I 1 L I ECO iiNc-
<br />TILLIT TESTING S ENGINEERIN13 COMPANY
<br />-- - - --
<br />WALTERA. nLLIT, M, l'TE PRODUCT E LUA ION REPORT
<br />VA T
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />tilttoot@aol.Cotn
<br />cr, Rr LkWa,No 44W
<br />HL(,:.A. Umn Nc. )W?IW
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillft, Jr., P.E. (System
<br />ID At 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. EVIDENCE SUBMITTED:
<br />2.1. 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 Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte��4lt+p 'Q!�Pjj11s
<br />Evaluation Report. `AI` SEA ^�r�(/j!�,,,.
<br />_� �� . ;\\GENSF' ..1? s
<br />�'—f4167 '
<br />742 � * *
<br />s a • TA7F OF '�
<br />".0.
<br />5!�%•,"401`1 l` .-"o,
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Pboue: (305) 871.?Q� laptp(3b.--' 1-1
<br />COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1'
<br />_
<br />_. 15.198- (TOTAL WIDTH) - --__ - - -- _ __ _- . _._
<br />-- 15.196- (TOTAL WION). _. _.- -
<br />.. -... _--..- ----- -- - 12.500' (EFFECTIVE WIDTH}- -- -- _-_ _ .. -- __
<br />A _ 6 1/4' .- - - ___-----6,250— -_ --
<br />1.3T90' 1.3�0• -_ ,- 1.31Ra• - . 1500' . \.500'
<br />,' , ♦, fie ) , - ,.360'.-• .� 0.036' M L THICK-1.350'-- a
<br />/ 0.036' YN. 11ICt FEYMEn , IIr / GRADE MEIeNEQ�.�
<br />• ! , 2.65\7' CILVAAIS® S7TEL EDGE ✓ / I , J 1 2.657'-60�GLv. EDGE /
<br />2.000' .24% . R HEMMED TYP. 1 ASTIR A-6W 2.000. .24', --. HEMMED TYP. ` 7-
<br />�7 i
<br />EOCE GRADE 80 ALV. lM OCTANE AJ �, DETAIL (L,
<br />j DE 0 HWM
<br />1 LATAII A aB.Q L - _ LDEFAL A \ __.
<br />.----------------------- ----,------. ----------
<br />,.350' �1.350'
<br />___ . __ ..---._6.250'------_ _-_-T.SSp'
<br />© STORY PANEL (9k END STORM PANEL
<br />�. -2 157•-----
<br />( 3C
<br />1. !.250'h.-
<br />- 2. 187,e" Qq
<br />PANIFI S [ND LIP I .1 W' act' .125' .750• - f/IY-EL %4••-20. .1277
<br />W/ HEMMED EDGE i 1.250' I -- I 1.125'r � .. �IRAETED-,750'-
<br />"� to.OB' I 12 1/T 0.C. 2 1/2' O.C.
<br />09J'
<br />\ I 3,379' 93' 2.000' 1.500 ..-� 1 T.500'
<br />` I
<br />i29'
<br />\ 9EE .239' .939' SEE
<br />--b.250' 2,125' � A 0.' T I11VI L,.1204 OnAI , J-I J75JIII �^i I T 125' I
<br />I .I J Ru N � 5• Mm.. __ __- - -- 1.500' i--,.500
<br />ISOMETRIC VIEW DETAIL A _2DOW_ —2.bW-
<br />ROUINDED CORNER a FINIS OF PAEVS MIT It
<br />END UP W/ HEMMED EDGE. O whw HEADER (� "Uw HEADER 4O ANGLE © ANGLE WITH STUD @ ANGLE WITH
<br />(N.T.S)
<br />RF'vFecc STUD
<br />--_- - ----I ,ARILS
<br />, SEE DR.
<br />7 1/14 a 2/1a .374
<br />_ 7W Cm N - .. 4 13B0' _.6F PANEL .183 t, �6• 188- 4 'D 3 o' .790' -
<br />i - __ _ 1 1_ ( --.- !".] •- 1 ("--F__
<br />1-'fT I729' , tY-2O 304 SFRiS
<br />1.407.1 063' 37s- .. _ .3iA W N '- i.-370 .6sa• ?_-yam• U-=- mo12ILMtm ro
<br />t_ - .m. 1,87
<br />B7;•31J- �062- ,.671' 1 ,.500'
<br />- __ 083' G�
<br />9/i[ I HOLE FOR ) :093- 'I,. 1.015'
<br />3EITY LOCATION AT _-- • .062 .750•
<br />EVERT PANEL OVERLAP N . is 063' 1 1---I I.080- 1— I I _- _. I
<br />B25V - 2.000-- -iTYP.)
<br />I.oOo- (�) KEY HOLE WASHER
<br />-.063• © 'F• TRACK ANGLE ® ,3f8w wFw TRACK ® FLAT PLATED
<br />aose- (MW) _I---o�' WITH STUD
<br />GALVANIZED STEEL yJ44•• ,IIIo"i"
<br />E� A T1
<br />It,
<br />i -� oeJ 3.: - GENSF ••..
<br />I. _ I .3I -�._.1 = No. 44167 1.
<br />_ ,
<br />I
<br />.. A _Z�!_W!Aa_��..._. 1 t --- z * . t FLORIDA BUILDING CODE h Velac
<br />t - tii ' 1. 25 _ .ie`7s' NICKEL N1JT - r c a PANEL i -q'. STATE 0 ; �417:�t_"_
<br />etmo nTDOO. NL 20 GAGE GALVANIZED STEEL STORM I
<br />- .2.000- -- pE'�/�� � © KEY HOLE %s X_i -t0 *•: Wl
<br />W 1111- • AT PANEL °k„'S !p ' GLOBAL PROTECTION PRODUCT:
<br />w w w ,b N ,-.. _. - IL E C O , mc, 4e9p 1W, 51 IRI ET
<br />AALLUMINUM XAN= Wokou"N¢r. ust"" W/ � j� T/�1�Zfi
<br />IHOIIOt/1H9C WASHER w rsu. a,�-u�W i�*wNo 4m-uii ,w naNe• IL 313,a
<br />• 7/6YN/32' 00tM (SUNLESS ' CA- 114 (9a+leehfS!! . paaMe9-67
<br />...-. -.
<br />STEEL OR N9afEL PLAYED S7[!1). .G !!AL/>gMATUIE/OAR ML1EA A iPAR A, PE Y
<br />1 -
<br />INSTALLATION DETAILS FOR REGULAR PANELS (-b & (iA END CLOSWES MAU FOR INRUTATKIN IN POURED CQNCRE L
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CIE BUXK OR WOW
<br />=Ir1 �tP""'D� a �1► (� °"6 ':a 'i VALID FOR FE%M UEE SAFELY MO E Z H" Si�IIII PAi 1 S MEM
<br />I 1.SEE scIEaHAL ON OHET B • •) 9H1ER a 7NNRDUNI 9) i--i•j'Yin-. I
<br />1 r it War �'�® Pao aPwoc epoW� r "`"1
<br />:� , r..• seal N••I
<br />4' M9h-__.
<br />I
<br />I
<br />INMI \ I E D \J i w ® aYV., Wioe.— ( 4 T-'s
<br />RmwED. hx.
<br />1 \ O I,.
<br />a
<br />1 tE.D- 1 < \\ \ = i OWt 0 ` J _ I �w%
<br />�: 1 EXISTING 1 I roi„tr „�•, tN l uW r , �•.. RDUR(£. �.�AA WT' I O $ eon I
<br />1 er - Ji
<br />I i O $ BLOCK i I f r_.
<br />I I i 7� CASE A �IPLJ ) Ow® • N. - a . w
<br />I 1
<br />t _ - -_- _. _- FH4 SOLE 3/t 6. t' Aw,N,wX o+ i w
<br />= NI
<br />I �.ti 1 Ws Y, - i i W EASE B (PLANT
<br />I 1 ! AL T� ptAtg --, I i7 _2 t/E' - SOLE 3/1 W I'
<br />.MbwM a- v HN-
<br />°Uo ;. 1 FWEL WC`XA i(WIT I I F •�.� I I :M'� sew• me.rww
<br />X B HO ZV.
<br />AiIII 1 Q fa�tA[ I Klbr
<br />1 Y.i
<br />1 � w 1�LFtra nHaH1 1 y , •�m.FBA /'1i•N�°�f wi tr m � `
<br />J a ran AiEel O tR — I O — (D- 0
<br />, I I T I r�.Aw �p / \ .Ip•rj
<br />1.
<br />h- 'r '" i I I g,"A�1y'pg- 1 I X P-4a _ Ml JC 1)
<br />t • 2 tR- Il_J
<br />r 1 r /r
<br />( I A 1 r1 _ .NAo oWhmr T, a �.
<br />EWS1I0 PALED E.O. ( ®... I •
<br />coN4rJETE BLOCK I ED I CASE C (PLAN)
<br />CONCRETE OR 1,
<br />C-A
<br />1FWtlWD. i POURED , _ t SOLE 3/16-,• CASE D (pLAPIt
<br />SOLE 3/16-t'
<br />I CONCRETE BLOCK
<br />1 / .- t/AnFrlivm, -- n,• PCm�- a W- �NAaH, N Awe•a
<br />1:YA-M OR PAKLn % 1 _----- ) REOUIIIED- / �. ?' ,- ;4•-- 1w • 9' 'WP'AW °R' O.W.• L "y'�'1 �'°w"°�"Fei :N a/i. o®"BIN
<br />FEMALE D At0 NNMAIAE Nw,_ A,m
<br />RIA ON O TN -OW (SCE SCE ULE - -© I -„a
<br />(sIE SCHEDULE aN - - - - -
<br />�a M,•, SLITS a TIWOUGIR a) -
<br />s
<br />SCALE 3/8-1• SCALE 3/8-1• , �IWYPA - a0. - . t a
<br />=IXISTIIIG O © ®IM *A
<br />OI'O Y m ,W,e)
<br />• NEW ,• WIDE .WARES = ,/e' E.O. -EDGE obrov/cE
<br />TACK ALUM TUBE OR 1' . (SEE SCHEDULE ON - 0-0 SE CAF (EIJ♦tQ
<br />-- OE57MG STUCCO/ P.T. WOOD PLATE SPACER 4 SHEETS a A 9) -- SCALE 3/16-1•
<br />--WOOD BRND 'I
<br />, ...• NEW 1' WOE A VARIES . I1W / I IT NOTE FOR COMBINATION OF SELRIONS:
<br />ALUM. TUBE OR 1 • . VARIES Z 1
<br />P.T. WOW PLATE SPACER ,
<br />J , BEHIND TRACKi TOP & BOTTOM MOUNTINGS CAN BE
<br />c I COMBINED IN MAY WAY TO SUIT ANY CASE E jpLANI
<br />W • • X (SEE SCHEDULE SHEETS to TMIXgH1N e)-I'! I iK INSTALLATION. sCAIE 3/16-1'
<br />t 0 i ,N, C__ I ER A:
<br />PauR T
<br />_ ,�-, =& o�ED -,: A•L WWa lomK a r. •MIA:' E ''•'� FLORIDA BUILDING CODE (Mob YstoeN Hurricane Zone
<br />It= eHXRIAE I 1/2- MI . CONCRETE BLOCK % D 00 �OWAM `wNw -mm n10A INC. FA,
<br />aN alert a • 9) J• MIN- AEMD'U . !, "Am"I, Iowa. _ 1 NO 44167 1 20 GAGE GALVANIZED STEEL STORY PANEL DRAWN ac
<br />SECTION X-X s * : k - ' - � n
<br />SCALE 3/e.,• ? CC�f-�"—_;-- , �' GLOBAL PROTECTION PRODUCTS, U.C. pNX1°'.
<br />DETAIL FOR SPACERS REQUIRED AT TOP OR }'�I'-• S TEor- - II(,IECQENc.
<br />BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS Tz��� • Rio* : / Y T µ . caw N0IAV_ fL U331.
<br />Nw a, r M MWNM 4Ar•a N mr PHNc (9s4)w 7$4a. FA , (w)$N-NR7 20-176
<br />'4G, a '' r-- I Pow __IAA. w• am .N-Iw
<br />S/ -AL n aA-0006719 �,w AWw FAw _ Rs'.
<br />WMLIEII A TOME Jr., PL Y "-w
<br />Nt —5 01M
<br />PRODUCfrV 1-CATIONREWETNn. 2D-D727.02 2
<br />2.2. TEST REPORTS:
<br />Large missile impact load tests were performed under SSTD 12-90 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 03/11/02 witnessed by William
<br />R. Mahner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundc
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 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. 9CM-198 by CC 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 RC Metallurgical Report No. IOKMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum parcel 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 Tilteco,
<br />Inc., dated 12118/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />S. MISSILE IMPACT RESISTANCE;
<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 />4.1NIND 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, 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 SSTO 12-99 Standard.
<br />�A�„ 1HN1A�Ir�
<br />as 100, ENS 1'
<br />'z7"4t. * '*E
<br />/ •a' STATE OF 4 I-
<br />N 1. �,-.,. "t
<br />F(OR10A -,t-.
<br />ryh'',iysIONIA �1'�` 0'a`
<br />PRODUCT F'$FAi.IIATION A3'aORT )\O 20-6T27 02 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 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, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />5, MATERiAL_CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 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 1 of I0, 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 thru 14, indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tikeco, Inc. and signed and sealed by Walter A. Till, 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 Ftodda 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 Waiter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tlltece, Inc. (Florida CA-0006719).
<br />" c A I A:..!jlir �.
<br />:'"�\GENS'':.A
<br />D:1 TILTECO ADMON RECORDS \ P. E. REPORL201 GLOBAL P40fgVpPJ,L)N Pjt,000CSS; Lpyu��' iAGE
<br />GALVANIZED STEEL STORM PANEL IDRWGA20-175{REPORT#20.0727.QR VV,!•'•.•��CC DRj13AA • `4
<br />pNO,'N le aala�
<br />1/4, 2/4. 3/4. 4/4, 5/5, 7/5,
<br />tW/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, SW/11 k 7W/11
<br />]' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS a A 9---3- MAX
<br />_ i• MN -.- --- FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 I' MN. -
<br />D.M..(�.(�.(�+® f____l___T__T_ _T__T.__T__i___r--T_._f__F___f 1 _.: __T_T__1_T__T__1_ _l__l___T__T_ _ . _,. - _I
<br />� � 1 11,
<br />� I
<br />I I �_,1i 11 I I LLI A
<br />-IT 9
<br />T___I,� 1 � T- �, � �1 ----i
<br />I-I--1
<br />TINE f�!II A
<br />jI
<br />W
<br />11 ► I_ ___ _ _ i R
<br />UNBOLTED PANELS I - I BOLTED PANF15 W/ 1/M-20.7•
<br />i M. T 7
<br />(SEE SECTIONS As i 1 SSNGNus3 0 EA. OVF�AP= J/J2 `H
<br />W
<br />APPLICABLE) �, ; � I j(SEE SECTIONS AS APPLICABLE)
<br />_ _L 1_ _I __I -,.1 ;-1 _1_- - _I _ ,:L_,_ l __ ! _ I �_ 1.1
<br />iI
<br />__ -. _ 1 I i i -�_..- -� 1 I., -_... T__I_.i.--i_ - EO'
<br />I� I
<br />`
<br />D.M. i4/ .®.Q4 .+5�� ` I i,W4 T--''-
<br />®+©•®+®' &1 - I I
<br />I MAX 1/4, 2/4. 3/4. 4/4. 5/5, 7/5, 3' MAX
<br />MIN. iW/10, 2W/10, 3W/10, 4W/10, 6/S `
<br />5W/I0. 6W/II & 7W/11
<br />_._ _. ANCHORS: FFOR ORR WCONCRETE SEE SEECCTIONNSS OWN S M75ON 10SHEETS e A 9_ ... _.. -.
<br />It
<br />REGULAR STORM PANELS L I / A Q ELEVATION
<br />N.T.S.
<br />2.67' 1/4- Mo.. GAP
<br />(MN OVERLAP -1 WHOLE VALLEY)
<br />.Z 7-II 7—K /-\ 7 7�i
<br />1/4• \ N0
<br />MAX. GAP ,� R•A:AA ,• �.
<br />' ✓
<br />•
<br />3l EN •' .'� FLORIDA BUILDING CODE (High YNac Hu cons Zone
<br />_> ;' 4am0 71 o= W. 20 GAGE GALVANIZED STEEL STORM PANEL FP.
<br />N 44167 ° apt on:
<br />�10'a
<br />SECTION A—N.r.s. _ * • ATE � ;I L E C O Iwo. GLOBAL PROTECTKIN PRODUCTS, LLC. 01DAIL
<br />'.�I••A, 1,,.. �--,
<br />Heoo 1W a1 9i11ET
<br />O DRtf1 a TAIL IL =11
<br />L At"• •., .. rw a 4r w4 N•w -IIWIt n MAr woo (Faa)pa-T FAre (wW�F-vaT 20-176
<br />,iy �SS ,K.- ow, m-K•N . : aNR 4T- AH rA OTILLY
<br />,v SQi 3 p To,
<br />WA TILE 1D1 14 I.E.P.Y "-W - -
<br />INSTALLATION
<br />INTO EXISTING
<br />DETAILS FOR REGULAR PANELS(-b
<br />dc�(1A
<br />BLOCKSTRUCTURES
<br />ANCHORS: 9.__
<br />IEEE
<br />POURED
<br />CONCRETE OR CONCRETE
<br />r -OR
<br />'�_-O-R
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