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<br />/��PRODUCT
<br />/ I I LI E C C�.r.Q INC.
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />EvA►,UAUQN REPOH•X&O. 2Q&Za Ot 2
<br />22. 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 />�•
<br />PRODEV UCT ALU,ATLON RIr REPONO. 20 72a.87 83
<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 />(P.E.D.),
<br />_-_. _
<br />WATTFR A. TTLUT, M, F.E. tiltecoreol.carn
<br />YL P.B. I. —NA d417-,
<br />ALCAL.i—Nn.00ne719
<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 0810911996, 996-570 dated 09118/1996,
<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 1010611998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.. LIMITATIONS AND CONDITIONS OF USE:
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />REPORT NO.: 20-0720.01
<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-197 by QC Metallurgical, Inc., dated March 13, 2009,
<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 />PRODUCT CATEGORY: Shutters
<br />E signed and sealed by Frank Grate, P.E.
<br />prepared by Tliteco, Inc. and signed and sealed by Raker A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 200 GAGE GALVANIZED 87EEL STORM PANEL
<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 />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />MANUFACTURER: Global Protection Products LLC.
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Florida33314
<br />1 PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jc, P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />luNrrNa/rr
<br />61G20-3, Method I of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
<br />`+++utl
<br />�..� p A. I. �,A
<br />„41r
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />`B� .. �CEN,q '-9
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15,
<br />f 8, 19, 25 and 26 of 26 of Product Evaluation Document {P.E.D.}, drawing No.
<br />±s(o. 44167 : �'
<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 />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />-- ` - -'-* � :-`, t
<br />7, Ze?o-?"6� STATE OF
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document P.E.b. ,
<br />drawingNo. 20.176. ( )
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<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />I INSTALLATION:
<br />t
<br />a Building Code change that may affect Its limitations and conditions
<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 />D'.1ATILTECO A13MON RECORDS 1 P. E. REPORT.20 \ GLOBAL PROTECTION PRODUCTS, LLC 1 20 GAGE
<br />2. 1. PRODUCT EVALUATION DOCUMENT (P.E�D.1:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANEL\DRMR20-1761 REPORT 92Mna.01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Wafter A.
<br />Tlllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part .T
<br />"lllj; rlsF
<br />Evaluation Report. �ge,'\r<p A, N,[ `,
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<br />�- ;� No. 4416E
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<br />-�� F- _ • 49167
<br />71� , * *_
<br />-
<br />STATE OF :'�
<br />%'•. F _
<br />S,O.c,•- tovo :� 0
<br />� .ir
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-]530-�p9451i �,
<br />"' �3\1
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<br />GENERAL NOM: e.3) N CASE THAT PRECAST STOPS, OR PRECAST CONCRETE PANELS. STU= OR WOOD HOARDS BE FOUND ON THE
<br />O#II� FM a a1aE SAMMIM STm 9]ORIE 010110 1 EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEARD SUCH PANELS.
<br />: STORM PANEL 94OWN ON THIS PRODUCT EVALUATON DOCUMENT (P.E.D) HAS BEEN VERIFIED FOR CONPLNNCE N ANCHORAGE 511" BE AS MENTIOED 11B.1) AND IN 112),
<br />ACCORDANCE WITH THE 2020 (M EDITION) OF THE FLORIDA BUILDING CODE (C) TD EX6TUIG W0a0. oil. eP ,ar ,IITY . O as •.;
<br />DESIGN WINO LOADS SHALL RE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, - 1/4•E TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. SUIUNEX, INC.
<br />- t14-10 PAIELAIATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A WIND SPEED AS REOIRED 8Y THE JURISDICTION WHERE THESE SHUTTERS WILL SE INSTALLED AND
<br />7-16 AND SHALL NOT EXCEED THE MAXIMUM - 1/4Y LAG SCREWS PER N.D.S.
<br />FOR A DRECTIONAITY FACTOR Kd-0.65. USING ASCE (ASD.)
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 TIR U 12, 14. 15. 16. 19 • 20 - 7/18'0 . 5/6' WOOD BUSHING, G, AS DISTRIBUTED BY ALL. POINT SCREW, BOLT A SPECIALTY CO.
<br />N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WORD 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 PANUMATE PLUS
<br />SHALL BE FIRST REDUCED TO AS.O DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 N ORDER TO AND PANELMALE FEMALE ID,
<br />COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, 19 h 20
<br />C.2) MINIMUM THREADED POIETRATION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 112-. NO THREADED
<br />IN ORDER TO VERIFY' THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUNED THREADED PENETRATION.
<br />STRESS TOR WIND LADS WAS fta USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN
<br />ACCORMNCE WITH N.D.S. 2018. C.3) MNIMLM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S ADDOUACY FOR IMPACT AND WIND RESISTNNOE .US BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF C 1 MINIMUM PENETRATION OF WOOD GUSHING SN4L1 BE S/e". , 1 /
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING • TESTING INC. REPORTS %-569. 96-570 • 96-T30 AND ) / ' a-20 SCREWS USED SHALL BF 1 1 2' LONG MBNIMUM
<br />FENESTRATION TESTING LAB. NC., REPORTS /3032 • #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND ,' MINIMUM FOR WALLS WITH NO STUCCO.
<br />As WELL AS AYEwAN TEST LAB OF SOUTH FLORIDA REPORT OrmIs01-ON, AS PER TAS 201, TAS 202 AND C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON TINE EXISTING
<br />TAS 203 STANDARDS. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6063-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2- ANCHORAGE SHML BE AS MENTIONED IN CA). C.2) • CA)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SH41 HAVE 3105-HI4 AHOY (0) AMH ORs ANAL BE INSTALLED FOLLOWING AL or THE RECAMMENanDEd AND SPECIFICATIONS of THE ANCHOR'S MANUFACTURER.
<br />♦. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-053 GRADE 50 MINIMUM. G-60 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECOION 3 THROUGH 10 (SHEETS 4
<br />GALVANIZED STEEL DESIGNATION W/FY- 583 Usi (AFTER ROLLED). THROUGH 6) EXCEPT THAT READERS O • ® SHALL NOT BE USED.
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 3t6 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 IT SHN1 BE THE RESPOW4911JTY O THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />DIN '300tB W/ 50 IM YIELD STRENGTH AM 90 Rai TENSILE STRENGTH IS SHALL COMPLY W/ FLOMM BUILDING CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />SECTION 2411.3.3.4. BUILDINGS.
<br />5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERFS SIANLESS STEEL WITH 36 KN MINIMUM YIELD 10. EACH REGULAR STOMA PANEL WTTN LENGTHS OVER 8'-8 THROUGH 12'-4'. AS PER SECTIONS 6, 8. 9 III, 10 AND ALTERNATIVES 8W,
<br />STRENGTH. GIN• IOW ON SFEEis S. 6 • 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR
<br />7 AKFIGAS TO WALL SHALL. BE AS FOLLOWS. TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />(A) T(L Dg511NG POURED GONCAEfE. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHLIMR COMPONENT EDGES WHICH ROWAN N CONTNuous CONTACT WITH
<br />- 1/4'a TAPCON ANCHORS AS MANLFACTURED BY LT.W. BUGOEX. INC. (Min Yc-3192 P.a.i.) THE BUILDING TO PREVENT WIND/RAN INTRUSION.
<br />- I/4' F , 7/8' JG CA -IN ANCHORS. AS MANUFACTURED BY DEWMT INC (MIN. Yc-3000 Da-.)
<br />- 1/4-Is. 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. BOLT • SPECIALTY CO. 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />(Yin. Yc-J000 D.Ai-) PROVIDED BY THE JURISDICTION WHERE PERM" IS APPLIED TO.
<br />- r14-10 PAELMATE FEMALE 0 IS PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRICTION PRODUCTS. 13. III) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED SAL THIS ENGINEER IS GENENC AND DOES NOT PROVIDE INFORMATION
<br />(MEN H'c-33W P.a.i.)ANCHORS.FOR A SITE SPECFK PROJECT. is. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D
<br />- 1/4-0 CF TAP -GRIP ANORS, AS MANUFACTURED BY TRU-FAST CORPORATION (Yc.3600 p.a.,.)
<br />FOR THE SELECTION. 1 I (E) CONTRACTOR
<br />-E RESPONSIBLE , E AND INSTALLATION INCLUDING LIFE a TIi15 PRODUCT
<br />IS
<br />AI) WHYUM EMBEDMENT G>i TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/1': 2' FOOD PANELNATE FETAN,E BASED ON T165 PE.O. PROVIDED ME/ODE GOES NOT DENTATE FRW THE CONDITIONS DETAILED ON THIS DOCWENT.
<br />ATE FROM DOCUMENT
<br />0 AND PANEWALTE PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />A2) CALK -IN • SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8- AGO ME POURED CONCRETE. NO EMBEDMENT INTO (c) 1HS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID B MODIFIED,
<br />STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO MST.
<br />ND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR NA U THREADED SCREWS W/o HD. (d) SITE SPECFIC PROJECTS SHALL WILL PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WBECOME' THE
<br />BUT WITH LING NUTS. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR ?E
<br />PROPER USE OF THE PE.D ENGINEER O RECORD. ACTING AS A DELEGATED ENGINEER TO 1HE
<br />A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS. STUCCO OR Waaa BOARDS BE FOUND ON THE AE.D ENGINEER. SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWN" FOR REVIEW.
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN A,1) AND N A.2). (a) THIS P.E-D. SHALL BEAR THE DATE AND ORIGINAL SEA. AND SIGNATURE O THE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(B) TO X.STLw: CONCRE [YM Wul ASIN_ C-90: DS%14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MSMU LOCATION AT STORY
<br />- 1J4' F TAPCON ANCHORS AS MANUFACTURED BY I. T. 1Y. BUIL. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- 1/4' a , 7/8' CAUK-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (YIN. Fc-1500 p.a i) SHALL BE PLACED FOR OPENING. OPNG. LABELING TO COMP--Y WITH SECTION 1709.22 OF THE
<br />I/4'0 X 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BEE • SPECIALTY CO. FLORIDA BUILDING CODE.
<br />(M. I.-I800 P.1) THIS DRAWING SHALL ONLY SE USED ro
<br />- rN14- . PANELYA.TE FEMME 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION
<br />OBGIN PERMITS N THE STATE O' FLORIDA
<br />PRODUCT$ (MN. rc-2071 ps.l.) ,MUtHINUM
<br />- 1/4" P CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION �"•\ER A: T1IA
<br />---I ••"t/r
<br />.. FLORIDA BUILDING CODE(Nigh Vs Nurr)can• Zone).
<br />9, I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELVATES AND CF TAP -GRIP ANCHOR. INTO THE '
<br />BLOCK AINn SHALL BE I 1/4-. Z - `LTM 4c. 20 CAGE GALVANIZED STEEL STORM PANEL 91MWs
<br />NO.4 .'
<br />_s 167 E
<br />6.7) CALK-N •Sam -SET ANCHORS SHALL BE EMBEDDED ]/e' N(IO THE CONCRETE BLOCK 1NKT. NO'CO - OI/N/1020
<br />INTO STUCCO SHALL K PERMITTED. 1/4' F-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOU PROTECTION PRODUCTSA LLC, D.R
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<br />EXIST. AND 1" ME/MUN FOR WALLS MATH No snxco. ., � STAT OF IL E C O INa
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<br />SCALE 3J8-1'
<br />SCALE 3J8-1•
<br />SCAB )/e-t'
<br />.' -.. -i-------------
<br />I 1
<br />ED. is EDGE DISFAHM
<br />7E f0.eout I
<br />(SEE SCHEDULE ON
<br />... o w. R�7Aw, 1 ,I)I I
<br />SHEETS 6 h 9)
<br />I 10 — I 6
<br />,
<br />L I
<br />1 , •
<br />' • i
<br />NOTE FOR CO►iBe14L1I0N OF SECTORS:
<br />at
<br />1y
<br />1 a.+. ,7 ,
<br />f I
<br />AI N',
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />ANY WAY To sufT ANY
<br />�,�a�£R
<br />aP.. "''A
<br />INSTALLATION.
<br />,.y,
<br />\; '-:�.r.� ) .�-. ♦ :',�� -
<br />...........
<br />��' V )v '• v
<br />s,
<br />EXISTING POURED 4-
<br />:. .. i
<br />FLDRIGA BUILDING OGDE r0 h YNoc) Nu cane
<br />ZOM
<br />'�/
<br />- - -T.D. _ _ _
<br />TE E i. 1 `
<br />s T f . 7 I
<br />.000 rti m. -c 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Fp.
<br />col.o" ANCHORS
<br />4NEEM a iMNXaH� 6) \\
<br />_ •Q. *
<br />IS •". ATE • *i
<br />ON., _
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />IL E C O
<br />ante. N:
<br />SaJEWJm16
<br />DML
<br />CEILING MR FLOOR -s�:sFSS
<br />o�,o ,.
<br />/
<br />INa. om:E 5. STREET
<br />n.
<br />w
<br />20-176
<br />kN NFL E "'v 4f
<br />.r. - s_ 4w - W,IRA NVIIR AN. PROF: (WNW 7N0 FAX, (Se4yeN-5»a
<br />..- I We W m SW
<br />WCAE 3/e-t•
<br />,i are r it
<br />� 1M:
<br />.L T1EE/I1A0E
<br />aLm A 1WM" Y.. P.Ln1i 414 -=-1-F ff MQI N V 21
<br />/I 1 LI ECHO INC.
<br />TILLIr TESTING S ENGINEERING COMPANY
<br />WA TERA. TILLIT PE tilte
<br />oo@wl.com
<br />�' PRODUCT EVALUATION REPORT PT.P.r T 1'44411667'
<br />FLU.A. L—, Ne. DX16?I9
<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 Proh"on Products. LILG
<br />4800 S.W. 51 Street
<br />Davie, Florida W314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wafter A.11111t, 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 />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 />21. 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 07/27/2020. This drawing is an inte$�NA+ Q��rffils
<br />Evaluation Report. �.t`�•\E !o4/ N,�
<br />7/e/4*/4 J * ; * =
<br />. STATE OF :�(� z
<br />0� •. Ft OR tDP . -;4� 'i
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871l"Q1. pA(31i .1; -I531
<br />COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-I'
<br />- -- _- _ _--- _.. 15.198' (TOTAL WDTH)- --- --- -.. _ _____- _ - ISAW CTOTAL WON)- - _.. . --.
<br />-
<br />- - ----12.500' (EFFECTIVE WIDTH).- - -_- _.- - - -
<br />I.-." - - - -_b 1/4'. - --_ _- j `-._.__.-. -_ - -. 6.250•--_.--- --_.._-__-
<br />- 1. 1.350'--;,--1.3so, -. '\.500• '\.SW
<br />I D036' MNL 11pt r-1.350•--
<br />,
<br />4, -�'-
<br />_ _ - _ _ CALVAIKLEa SFEEL F_ r 1.� jj/f I ,' y 1. t W' - ASTM A-653 f X. .
<br />-
<br />/ ' _ ® a.036' YEN. HECK T_ / NEMILF2.+
<br />2.837• A % ' 2.657'
<br />/' I / C-60�GLV. EpOE /
<br />GLYAreZED STEEL EDGE- )
<br />2.000' ,I /' / TYP. ASTM A-463 T , 2.000' .24 % 1 TYP.
<br />HEMWED t
<br />I E:CE GRADE 50 MINIMUM ORAL A_1 - ORAL AS
<br />\ f
<br />C-60 F/AV
<br />AIL A AE A IEB ,,.I 48 B
<br />l._ _ _ _. _... _______ ___.. _-.._-__ ________
<br />—�
<br />_ _ _ _ _ _ _. t.syp' t.330'
<br />—8.250 .. ____------- I.3S0•
<br />T STORM PANEL 1k END STORM PANEL
<br />2.197--.-
<br />1250' 2.,e7•
<br />•I-2D,
<br />PAME1V END LIP I .1 DD. R GA� -125'-.750'-
<br />W/ NEISE'D CDcr. -- I .iDD• R n 1.250' .}FO' N SERIES1.725' S5. RIVETED 3D4 9ENIB5 _ ..750'-
<br />53. STUD RNE1Fp
<br />.9'Jb' —� I / TO AHGE • TO Atli • I
<br />�� 1 i 17 1/7- D.C. 12 t/Y O.G.
<br />- "L So.OB" .tOD .093• -�
<br />3.375' 7.000' 1.500' 1 1300'
<br />SEE
<br />OCT I .939• .939• =a,
<br />-HDE.I � 2.1ZS'ODA: R A. '1 1 'f 35'.1 t. 1.2.L1.i--___..1
<br />. �.'" it Q i JI
<br />- �•- III
<br />L1.5OD-J
<br />,-.-V IRA... _ _.-' -_._ - I.500• -
<br />� -
<br />ISOMETRIC VIEW DETAIL A `__2.000'3O- —2.OD0• -
<br />ROUNDED CORNER • ENDS OF PANEL'S MIT
<br />END LIP w( HEMMED EDGE. O -h' HEADER (\3 'U' HEADER 4O ANGLE ® ANGLE WiTH STUD
<br />(N.T.$)
<br />RISE STUD
<br />l � VARIESt
<br />, SEE GET.
<br />F_j 1/14 • 2/14 E.344' .374
<br />TOP IDLE 09e -'SS.7 T3_-� I It.{0T1.063' 373' �- SiII RNETFD TO
<br />E_ ....37E .050' .3T4 ,�..730• -
<br />f -D_J -Pit1EL 106'« N __ .,ea i.O Ii 125* . 1/PF-20. 30. SERIFS
<br />623•JN- - � I _- -_- _I.__- AACIE • I2 1/7' a.C671't_._-1----N t.0e3' 1.343• R062. 1.671' N.
<br />1.500'
<br />i.
<br />16•A HOLE FOR - .093• . 1.015• 7�.
<br />LOCATION - -.- f
<br />1- I- •1 5' J
<br />AO.fItlM L.. I I )
<br />IVORY PANEL .957• ,i _I �• . __.._ - - ._
<br />I - Mi, .0e5• 084'
<br />TOW (� KEY HOLE WASHER 'e2•' -- 2.000'- `!TYP')
<br />-,063• © 'FHA TRACK ANGLE ® ,318' 'F- TRACK ® FLAT PLATED
<br />GAWK (I".))'EL _ -.004• ;�,� NHHNHII4 WITH STUD
<br />r s LONG - I 1 44 A: 1 '*
<br />375'P- .875R t - - _ _J ff
<br />&-�:
<br />- t )E
<br />i *. * *? flOR10A BUILDING CODE h Vsloc Nurrieone Zone_
<br />_I .Oe3.-. � 1ACKEL ' � OFPA EL Z '., ATE 0 OAK, TX7aa NLFP
<br />1 -I .125--.1675'..^^"� WING NUT �i$p'•.. At' * 20 CAGE GALVANIZED STEEL STORM PANEL 09N,,. 9Y:
<br />© KEY HOLE
<br />,i,'O • .. WJEe/IAao
<br />_ . 2 TOO' - p��� �
<br />T ice-( :-r AT PANELe+.y r 1p - -- ' } GLOBAL PROTECTION PRODUCTS, I.I.C. ENE
<br />iL EC O
<br />® 2-X7'Xt /4- rA AM -f-• -_- AMC. wm a... 51 S1wT
<br />ATERNNTNFLY. IRE WING MIT w/OUT '1/�.O�aq% • MA DOE. R 3XN4
<br />AI UMINt UM ANGLE mosaff SC wam" w ADDITIONAL / ! ,Fa. e.- s WI•AA-R ANn l"ON1, (E64)ISI-75a, FAX: (56MM55-e7I7 20-176
<br />- -- -- - ,."-- .TEN O,-..R . ti I Do an -In,
<br />- 7/e'a.3/32• WVYER (IA&REg w - aF..
<br />STEEL OR ROIQ PLATED STM). I SEAL/9NOMTME/GTE G-0m$At9 MIMNE Ma
<br />vUER A TIlIT A, PE .. ,l-w
<br />,Low1 rNm 2 or a
<br />INSTALLATION DETAILS FOR REGULAR PANEL.SQ 4t a DO txDSLIFIES DETALS FOR INMLLATION IN POLED COtCREiE
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES DOTE ELOCK OR WOM
<br />OcµALxK-N OR PWRLM m FOFME B. CONUETE M,MOIORS :; //L4 ;>J Z u VALID FOR REGIXAR. UFE SAFELY AND E-Z HANG Slim PANEL Sim
<br />--FWNEI)4AC " OR O TAP-aRP = SCROXI E ON �\ _I WIN
<br />\. SEW SCNImu1i ON slFir • • e) slE[n a TNRpaN n \]E I t
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<br />.-9.,-4PA'I--N.F --,,.
<br />'-Cl) "' CONCRETE BLOCK I
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<br />1 € - r -
<br />is `E0URED I J
<br />I 1 I _ _ _ _
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<br />1 T7o.R• Mi 1 I "A 8 (PL�N)
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<br />I Illf[A�a1:(� II `— `,, 9 a'g __I i I 1 1/r SGIE 3Jis-1'
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<br />.aw aweoLcp.pa�
<br />E.O. 1 1 ■ae, n a1r a®,II,e
<br />EXISTING POURED _ -
<br />CONCRETE DR I ®- I CASE C BAH) ASPAA.D
<br />XWORED BLOCK 1 AEn ED aI i
<br />SCALE 3/16-1- CASECONCRETE D (PLAN)
<br />E I SCALE 3/16.,-
<br />I CONCRETE BLOCK ,,` "NOW 1 REQUIRED, I 1 /2'----'-gE r/ 7%a•INWaLy N�,rAIR R�-�m, P, A,RIn
<br />'-U
<br />_AV.
<br />FJWR-N fI PAt[WAi % --__ - -- 1 � l - i3/1•- - M8 • Y OR Clls^„m OOHS -1
<br />wa,pnn : A IwaP a IR.I a. .awn N 1
<br />WIm�al�tW u-'�'R NYIMXNv w�
<br />RUNE A F 4
<br />11 CONCRETE ANGIGRS Q "'1' f4A- \`�.' ,A-R .A= Y NINLIe,c MA I
<br />- -' - '• '
<br />PLUS ON OF -OW •::;:
<br />(SEE 9C[DULF3 QN (SIDE SCHEDULE ON - _
<br />Is,A
<br />sHWIS a THROUGH 8)
<br />SHOM e • 9) MA ,
<br />I. -�{f ®RmA
<br />SCALE 3/8-1' SCALE 3/6-I- -emu. M� wona ...�. A �(,ppnn,
<br />AW a
<br />=EXI$lINGY foos s s
<br />• rEr' 1- MADE . VARIES . 1/e' E.D.D-EDGE DISTANCE IRA 54An fM m NAw
<br />(D-0
<br />_ T14CK ALUM. TIM OR I' . (SEE SCHEDULE ON CASE F (PLAN)
<br />. EXISTING STUCCO/ P.T. WOOD PLATE SPACER 'J SHEETS e A 9) - - SCALE 3/Intl'
<br />.-ROOD BAND I O
<br />• AM 1• WIDE . VARIES - 1/e• 1 NOTE FOR C01I9tIAlION Or eFCT1ONS:
<br />ALMA. TUBE OR I' . VARIES 111 I
<br />1 p T. W ,R TE SPACER i TOP dt BOTTOM MOUNTINGS CAN aE
<br />•
<br />eDRDCONCRETE ANCHORS " I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN,aJ `i.
<br />•,(SEE SIXEGULE ON -j ' I INSTALLATION SCALE 3/16-1-
<br />9.11S a THgUGH 11 %I WM.
<br />La��*
<br />J
<br />A1 .- EiA.........Z �a
<br />°' ✓
<br />aISnNc POa+ri y I•a W Am UWXY, me. �, FLORIDA BUILDING CODE HI h VelocityHIM cane Zone
<br />—COW'M Ram:w; COCRETE OR
<br />- ERN NIGHT M E
<br />Tpea NnI. A. I t/2' Len. CONCRETE BLOCK % 10^ a EWAu THIN _ 441�7 .: � n� � 20 GAGE OAIVANRN STEEL SiW61 PANEL 9
<br />3• Was. 1EDIRED. "Apia Tenn.
<br />` a
<br />x SECTION x-x _* t i c
<br />SCALE 3/8-1• < ��-�--y `-LOBAR PROTECTION PRODUCTS' I.I.C.
<br />$ TE z- - I L E C O me.
<br />DETAIL FOR SPACERS REQUIRED AT TOP OR ;1•'•.
<br />16IM Se. 51 I1-
<br />BOTTOM TRACKS ADJACENT TO STLICCO/WOOD BANDS % A, • R10► •: i� .. .:. r 7a -r4. WVes. a s"n: AWE, {aH7w 7s a r- De.)roa-sn7 20-176
<br />, .. ••
<br />/�'y,.S''' Ar (RN M.-Ins ti � am,N-HR
<br />oRRnR NP.
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<br />,,,gE/OAIE G-o0a7=9 !M= n....
<br />"Ms/
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<br />TLUR I., PE 4tA H-w -
<br />van 5 W.
<br />W!10
<br />PRODUCfEVAIXATION REPORT NA 20-0722 En 2
<br />22. 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
<br />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 Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings r g per Protocols TAS 201 & 203 as per section 1809,1.2 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 QC 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 CIC Metallurgical Report No. I OKMA 318, 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 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 1604 of the Florida Building Code. Calculations prepared by Tilte(o,
<br />Inc., dated 12/1 B/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tlllit, Jr., P.E.
<br />3. 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. 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, 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 />1EtA11'IrrT
<br />�ff,4
<br />210- 1-#0 * :*=
<br />/ STATE OF :
<br />yr�,,y, S�QN1Al...X- `�,
<br />I+Mn___nsE-r EVAr CIATION FxPnRT*n• 7D a927 NIT 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 />0. 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 />20-176.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDi 3QNS 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 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. TRIK, Jr., P.E. (Florida License
<br />No. 44167), President of Tllteco, Inc. (Florida CA-0006719).
<br />A,N+`0'tuAnIJtm0
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<br />Dt TILTECO ADMON RECORDS ) P. E. REPORT.201 GLOBAL PFEO' QA,I,CjN P �tl�tlTOFFC(][�S, L •�R -GE
<br />GALVANIZED STEEL STORM PANEL\DRWG#2D-175)REPORT#20.0WrP vt'••.: (Qp'!JP .•
<br />Fss •.....••• ''GX �.+
<br />r',i, p0N'A'1EN++sp,
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5,
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, GW/11 Rk 7W/11
<br />S• MAX- ANCHOR': FOR CONCRETE SEE SCHEDULE ON SHEETS 8 • 9__ 3• MAX_
<br />_ , MI/ . _..__ ..__ MR WOOD SEE SECTIONS ON SHEETS 10 kit '- '-1- MN.
<br />^ e o 0 6
<br />D.M..O•O.O+y. T-_--T------I--T--T---T--7---T- ,- .--r---f "--_ i T-T--I--T--1-1-..-T--T---,--T_ -. _._.-.
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<br />I i I t�TED PANEL$ W/ 1/4•-20.1'-------
<br />(SERE UNBOLTED
<br />AS I 4 ; } i S%S. M.S. BOOLY W/ 7 �. 3/32- ;-
<br />APPLICABLE) 1 1 ; I I I (SEE SECTIONS AS APPLICABLE)
<br />. .i 11_11_ I .L1:. , 11- --i 1- -�- I .I i 1-_L I i �, 9
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<br />I. M= - i/4, 2/4, 3/4, 4/4. 5/5. 7/5, �-6/5
<br />w W 1 4W 1W 10 2 10 3 0 10
<br />/ / / , /
<br />sw/to, sw/tt a 7w/11
<br />.�._._- __ ___ _ _ANCHORS: FOR CONCRETE SEE SCHEDULE 04 SHEETS 8 • 9.___._ -
<br />_ ---- FOR WOOD SEE SECTIONS ON SHEETS 10 IS 11 - -- _ � - -
<br />REGULAR STORM PANELS n A Q ELEVATION
<br />N.T.S.
<br />2.67' 1/4- Us.. GAP
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