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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WAT:THR A. TTLLIT, JR, P.E. Tilteco@aDl.mm
<br />YLPJ? LI-o4 n.44147
<br />FL[ALwe Na00067I9
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY; Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC
<br />4800 S.W. 51 Street
<br />Davie, Flonda33314
<br />1 PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. T1111% Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, 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 Cade,
<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 />21 PRODUCT EVALUATION DOCUMENT ( .E.D Jj
<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 seated by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part loi�lf�T�sl
<br />Evaluation Report, '`.,,Q�• IT R A. $r/4 J ��'/,
<br />7 i�` *:,, N0, 44167 -
<br />s `rrf e�a. #. :*
<br />~%,�Fd .. 4 0 R I O P \etc ;
<br />6355 N.W. 35th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - ��. 0$ HHJ)j` 1, 1
<br />PRODUCT JLTA ,UATI.OLVAEPOk'l;j,U. TDA728.01 2
<br />2 2. TEST REPORTS:
<br />missile
<br />Large ss a Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626of the Florida Building Code. Uniform static loads
<br />as per TAS
<br />5 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-560 dated 08/0g11996, #96-570 dated 0911811996,
<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 0411611998 and
<br /># 2126 dated 1010511998 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 QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3. STRUCTURAL-ENGINEERINGCALCULATQNNS.:
<br />On 20 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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc_,
<br />dated 11/03/08 and 03112/15, 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 />4. WIND 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, 1.9, 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
<br />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) CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD SCARES BE FOUND ON THE
<br />INANCH
<br />GN,ntr.A,sfs .tssf STORM ei OUSTING WALL, ORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS SEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED' IN BA) AND IN 8.2).
<br />ACCORDA4CE WITH THE 2020 (7U1 EDI ION) OF THE FLORIDA BU9DiNG CODE (C) MIIZ WB _ QQD kh ,REOUc utay(rj O - O as MM `:
<br />DESIGN WIC LOADS SHALL SE OETERMNEO AS PER SECTION 1520OF THE ABOVE MENTIONED CODE, - 1/4"0 TAPCON ANCHM, AS MANUFACTURED BY IT.W. BUILM, INC.
<br />FOR A WIND SPEED AS REO#IAEO eY THE JURISOH:IWN WHERE THESE 'SHUTTERS WILL BE 0WALLED AND - #14-10 PANELMATE FEMALE ID AND PANEUAITE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS.
<br />FORA DTRECTKIFlArTY FA.O'tOA Kea0.S5-LISNG ASCE 7-16 AND SHALL NOT EXCEED THE MA)INUM (AS.D.) - 1/414 LAG SCREWS PER N.DS,
<br />P TN -7.1 "ex DESIGN PRESSURE RATINGS INDICATED ON 7 1 4 a s e" W STREETS 7HRU 2, 1 TS 16 T4 k 20. t DOO BUSHaJG AS DISTRIBUTED BY POW SCREW, 8 / ALL SCR ,BOLT SPECIALTY CO,
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LANDS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCEDT
<br />M
<br />. M H
<br />TO A.10. DES" WIND LOADS BY MULTIPLYING THEM BY 0.0 N ORDER TD CA) MLFAMUlNTIEADEO PENETRATION INTO WOOD OF TAPCON ANCHORS 5{iAl1 t 1/2" AND 2' FOR ELCO PANEUMTE PLUS
<br />ARE FEMALE W.
<br />COMPARE THESE W/ MAX. (d.S.0) DESTCH PRESSURE RATINGS INDICATED ON SHEETS 7 THRu IZ IA. 15, la, 19 h 20, AND
<br />ORDER 18 THAT ANCHORS ON THIS PLED. C.2 MINIMUM ) tNRE.ADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1t2•. NO THREADED
<br />TESTED WERE NOT OVER STRESSED, A 33E INCREASE N ALLOWABLE
<br />ii PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />WIND L NA F
<br />STRESS FOR WND LOAD•a WAS BQT lN5£D IN THEIR ANALYSIS. FASTEN}3i5 SPACING TO WOOD HAS e€FJN DETERMINED N
<br />AS IN
<br />ACCORDANCE WITH N.O.S. 2016. C.3) MNIMUM EDGE OWAICE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1629 OF
<br />THE A8DVE MENTIONED CODE AS PER HURRICANE ENGINEERING k TESTING INC. REPORTS 96-569, 96-570 k 96-T30 AND CA) MWIJAUM PENETRATION OF 'MOOD BUSMNG SHALL BE 5/8-. 1/4' .-20 SCREWS USED SHALL BE 1 1/2- LONG MNIMUM
<br />FENESTRATION TESTING LAB. INC., REPORTS #2032 k #2126 . AS PROTOCOLS TAS-201. TAS,-202 AND TAS-203. SHOULD STUCCO EXIST. AND t' MINIMUM FOR WALLS WITH NO STUCCO,
<br />AS WELL AS TEST UH8 OF SOUTH FLORIDA REPORT j02t9.01 -09, AS PER TAS a(3t. TAS 202 AND
<br />TAS 03 STANDARD$.
<br />STANDARDS. c-a) IN USE THAT PRECAST stow. OR PRECAST CONCRETE PANELS, STUCCO OR wow BOARDS BE FOUND ON THE EXISTING
<br />WAI-L., ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MIND SUCH PANELS.
<br />ALU
<br />2. ALL Al1WNtAA EXTRUSIONS TO 6T)63-78 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2. Ate# SHALL BE AS MENTIONED IN CA), C.2) k CA)
<br />3. ALL Nl1MINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-Ht4 ALLOY. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL or THE RECOMmENOAMNS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />4. AL STEEL SHEET METAL
<br />STEELSHALL HAVE STRUCTURAL QUALITY STEEL, ASTM M&53 GRADE SO MINIMUM, G-60
<br />GALVANIZED DESIGNATION a. PANELS MAY ALSO BE N""UJD HORTZOWALY FOLLOWING INSTALLATION DUALS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />STEEL DESIGNATION W - $B.s bl /FY AFTER ROLLED).
<br />(
<br />itiH0UG1 6) EXCEPT THAT HEAOE% (Z) k Q SHALL NOT BE I15ED_
<br />S. ALL SCREWS TO BE STAINLESS CARBON STEEL PER
<br />STEEL SON OR 316 AISTENSILE
<br />SERIES OR CORROSION RCOMPLY
<br />DIN O S 9. 1T SIALLL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />50 Mel YIELD STRENGTH AND 90 Hsi TENSLE STRENGTH k SHALL COMPLY w/ FLDRNW DIlADNG COOT
<br />/ FLO D
<br />I 2 J1- ATTACHED TO NSLRiE PROPER A/LWORAOE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONtRErE. BLOCK OR WOOD FRAME
<br />SECTION 241 t_3.3.4.
<br />SUA.DiNGS
<br />e. BOLTS TO BE ASTM A-307 GALVANIZED STRIA OR ASI 304 SERIES STAINLESS STEEL, WITH 36 Red MINIMUM YIELD
<br />STRENGTH. I0. H T EACH REGULAR STORM PANEL WITH LENGTHS - OVER 8'-a T RtR'OUGN 12'-4` AS PER SECTIONS 6 6 TO . 9 AND 8W
<br />eW k low an 6 '
<br />7 ANCHORS t0 DIAL SHALL BE AS FOtiOW5: SHEERS 5, k 1T SHALL HAVE A AN READILY E G
<br />C N5TRUCTNG OWNER OR
<br />IJIG OWNER
<br />APPLICABLE
<br />TENANT T4 SECURE PANELS WnH APPLICABLE REIHFORCEMEHT DURRR; PERIODS OF HUt�ICA4E WARRINC,
<br />REINFORCEMENT DURING PE HURRICANE ICAN ARNIN
<br />A TO EXISnNG 11. THE INSTALLATION CONTRACTOR IS TOCONTACT WITH
<br />Ki$ '/CALK ALL SHUTTER COMPONENT EDGESWHICH REMAIN IN CONTINUOUS
<br />TAPCON ANCHORS AS MANUFACTURED BY IT.W. BTIIDE%, INC. (Min. fO3L92 P:s.i) THE BUILiNG TO PREVENT WIND/RAIN INTRUSION.
<br />f1/4`.
<br />/4 IT x 7/8" CALK-N ANCHORS, AS MANUFACTURED BY OL"WALT INC (MIN. Yzn3000 ps:,-
<br />1/4'.. 3/4` SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY OD, 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BULGING AND ZONNC REGULATIONS
<br />(Min. f,_3000 Pa.l) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />#M FA3350 TE FEMALE IO k FANP]MATE PLUS ANCHORS, AS MANUFACTURED BY ET.CO CONSTRUCTION PROOICIS.
<br />IN. 13, (0) THIS PRODUCT EVALUATION DOCUMENT (P-E-M) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(M,0 Fc=33-- P.A.i.)
<br />FOR A SITE SPECIFIC PR WECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO.
<br />- 7/4'8 CF TAP --CRP ANCHORS. AS MANUFACTURED BY TAU -FAST CORPORATION (T'a+360Q 0.si.)
<br />A,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2' FOR PANELMATE FEMALE (0) COHIRACtOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND k15rALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />10 AND PAYEYALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHORS. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT OEV4ITE FROM THE CONDITIONS DETAILED ON THS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />A2) CALK -IN e: SOLID -SETT ANCHORS SHAD. BE EMBEDDED 7/8- INTO THE POURED CONCRETE NO EMBEDMENT NTO (c) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED
<br />STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED STALL BE 1 1/2' LONG MINIMUM SHOULD SYu0M OAST,
<br />NO T` MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR Al THTISADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER O2 ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WING NUTS. ENGINEER OF RECORD (E.OR.) FUR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P Ea. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC MWNW FOR REVIEW,
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A2). (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(B) /1!90 G PDONfANNC O S wAyy �y�: 14. STRUTTER MANUFACTURER'S LABEL SHALL 13E LOCATED ON A READILY VtSTBLE LOCATION AT STORM
<br />1/4' .. ANCHORS AS MANUFACTURED 13Y T. T. W, BDEWALTILOEX, ONC.
<br />7/8" PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL
<br />- i/-0 W x 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY pPOINT INC. (MIN. f & PsI.) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 # THE
<br />,/4b X 3/i SCAJD-SEE ANCHORS, AS DISTRIBUTEDSP
<br />er ALL. POINT SCREW BOLT k SFEC1U.tt CO. FLORIDA WILDING CODE.
<br />(MN. V-1800 P.e.i.) 'RNIS
<br />54-10 PAN T to AN PAN # El.IrSp E FEMALE D F1.MATE PLUS ANCHORS. F5 MANUFACTURE?} BY ELCO CONSTRUCTION ORAWaiG SHALL ONLY BE USED TO
<br />- YP a0'Dd TS (UTAPK VIP 22071 PS. N`�IGR 1 11�niv, OBiA)N PERMrTS iTl THE STATE OF FLORItM
<br />AS MANUFACTURED DW 7RU-FAST C07if+ORATION
<br />`QS CJI%.
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<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELco PANELMATES AND CF TAP -GRIP AICHOR, INTO THE CIX{�R'E �j�`� '• V ' FLORIDA aUkLD,HO CODE Hf h VelocityHu cont, Zone
<br />BLOCK UNIT SHALL BE / 1/4-, r • .2m Mn . M.
<br />a 20 GAGE GALVANIZED STEEL STORM PANEL
<br />'
<br />8.2} CALK-N k SO]D-SET ANCHORS SHALL BE EMBEDDED 7/b" INTO THE CONCRETE aLOCI( uNR. NO EMNo. 4 167 -, m
<br />INTO STUCCO $HAII. BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MNWUM SHO - - GLOBAL leFtOTECTION PRODUCTS, U.C. a1laV,62o
<br />MT. AND I' MINIMUM FOR WALLS WITH NO STUCCO. STAT OF II LIE C O EN..
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<br />+Mao S-W. 51 $TAW
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<br />CONCRETE OR CONCRETE
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<br />CONCRETE -J3/4 �i______
<br />-
<br />=
<br />FLORIDA BUILDING CODE (High VelocityMIA cone
<br />Hx7Dm TLTECO W.
<br />Zone
<br />._
<br />REQUIRED. i --I
<br />a * * : =
<br />20 BADE GALVANIZED STEEL STORM PANEL
<br />aNlu fTh
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<br />/. .E,
<br />CEILINS Tliisi
<br />= S7'. ATE - '� ff
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<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />�IL E_ 4M aW. at IREIT
<br />w/20110"
<br />IM
<br />ELT ••
<br />! aWOINECRINO CQMPAtrY TAME, FL 33,14
<br />r,=p
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<br />PROD[1C"1' .V 1 UJAUQN_UrQ 'r NO. 2n•B72R.01 3
<br />Q. MATERIAL CNARACTERiSTIGS z,SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 2 and 22 of 6 Product 2 o f P odu Evaluation
<br />a nation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<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 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc, and signed and sealed by Walter 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 Walter A. Tillit, Jr., P.E. (Florida license
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
<br />AA AN\111194NNl/UA
<br />�``�llA\k: PA:71�C191 I,,.
<br />aytiQ • '��GENSF'' P sy
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<br />j; STATE OF ;'rc E
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<br />Ni0NIA1 WNTA`,N
<br />WATTLL
<br />D 1 TILTECO. ADMON RECORDS I P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC T 20 GAGE
<br />GALVANIZED STEEL STORM PANELI DRwO #20-1761 REPORT # 204)728.01
<br />Co IINc_
<br />TILLiT TESTING & ENGINEERING COMPANY
<br />WALTERA. TILLIT, )R., P.E. tllteco@aOLCOm
<br />PRO
<br />DUCT
<br />VALUATION REPORT FLU T,hR Na 4467
<br />FLL A License No AT067V
<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 ProtWlon Produats. LLC
<br />4800 S,W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION.
<br />This is a Product Evaluation Report issued by Walter A, Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, 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 vertfled 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 />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 0712712020, This drawing is an inteRAkTltltlt�'?,.fIS
<br />Evaluation Report. 4
<br />_,A,,..L>.
<br />_= _ 44167 I•c at
<br />`,nSTATE OF 'Qz
<br />"'."0"�•r F`t OR IPA--_": �;"
<br />6-155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 87I-
<br />COMPONENTS FOR REGULAR ¢ram SAFETY STORM PANELS
<br />(SCALE 1/2=1')
<br />�_e ��.� __�_� -15,l"" (TOTAL WIOTAI)- -------,--.---_..--_....., ,._._ _____�.19.1ea' ('TOTAL WIDTH)--...-._. _
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<br />d STQRit PANEL (L, END STORM PANEL
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<br />1 1D0` 1d0� - - .750'I- a 2O. tJ4 I-30 1257
<br />- L.250' Y(MF SERIES STATES
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<br />! i :-.75E".-
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<br />T,�O• 1.5110"_i 1.500'2.t .939" ,939` SEE I"
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<br />ROUNDED CORNER ® ENDS OF PANEL'S z
<br />END UP W/ HEMMED EDGE A� "h" HEADER Q 'UCH HEADER Q ANGLE I� ANGLE WITH STUD @ ANGLE WITH
<br />(N.T.S)
<br />REVERSE STUD
<br />�" � I Saw.
<br />t/14 k a/tt .374'
<br />I � _ e.3H- 1TP LOP EDGE .095, .374-.1,750' ,--
<br />f y +Jt�" OF PANEL 188-'•°L7- .f88-1 +T' I 310' 112V i 1 4N-20, 3M SERALe_ r' 1 -i i 33 SM 9NETm t0
<br />1.4O79.GW` W" 1, ANQG-L-E-.• 72 tit" O.G.390-1
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<br />_ 063 � 'r— RACK ANGLE (R ,3/-a* 'F' TRACK C� FAT
<br />!_1
<br />O.03e• (MLn) . ` i'-M, 911Nir WITH STUD
<br />00 p p b/A.�
<br />vi, 15'LONG - ..,.-_..s. ` 4Ff TIJJ;y"9yy
<br />: \}GEN,S !` Y
<br />GALVANIZED STEEL I'm
<br />i
<br />Crary
<br />.379 .38`. .8A., T fi_ 7--)
<br />.379" t10.4416_I r._= * t * . * E FLORIDA BUILDING CODE (HI h Wool Hurricane Zone
<br />Ten. aorTou
<br />OPAWN
<br />i_.__ D&S ` 1ta s- PLATED WIND NUT PAN° j, STATED ?Tiara umo Ixeea e< 20 GAGE GALVANIZED STEEL STORM PANEL eY nzS - P
<br />LO
<br />„r __.
<br />KEY HOLE y�.�� • , "T
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<br />® 2 X7 Xi /4 W/WT - -'I,- TfSTNO i +YAIP WK, FL =14
<br />ALTERNATro}1Y. USE WIND Mir _ 4.-
<br />ALUMINUM ANGLE MONOU'"C WTLSNEx Wj AOOiRN6 Z_-i e i -m . H 4Ama R x„w P"Ki a tw)aa0-734a FAX (04)m-m7 20-176
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<br />47
<br />INSTALLATION DETAILS FOR REGULAR PANELS t 1) A U END 91LM MAU TOR INStAL1ATION IN POLOW O TT.
<br />INIQ EXISIINQC T ONCREIE BLOCK $11RUCIUR QQN=I=4BWpm
<br />_14aP usRortLaTOWN" CONCRETE 1/• 4 as VAUD }�)R RFR U( SAFF7Y AND E-Z F44NG STORFLt PAIN, SYSiEAt
<br />sCHBPAE ON SHEET a k 9) ( SCFffORE 'y i'
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<br />PLUS OR OF TAP-4w
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<br />SCALE 3/a-r i CHAR SwanoHIM as •• x 1!i a.n ia®a� —
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<br />- ""'�'- SHE B ec L-
<br />,' _.,_ � 6NG� / P.T. WOOD PLATE SPACER 9) 3/rb+T"
<br />1 ; NEW ,' WIDE x VARIES x I/e• I I `-' NOTE FOR CDMRNAT4ON OF SECTIONS:
<br />I Two�PDniEISP'Ac� r
<br />I fr I I TOP A BOTTOM MOUNTINGS CAN BE
<br />i 0 TRACK I I CASE E (PLANT
<br />s
<br />�R' I CONCRETE ura i COMBINED IN ANY WAY TO SUIT ANY
<br />-' I
<br />,r' - Sp.kgtNyE py INSTALUTION. SCALE 3/1a.1'
<br />Ir I
<br />/-�_ S9i15 a nWO16N 9)) COM. /!
<br />•
<br />EXISTING - rc m LEN.m a r. 1�:' E `• R� FLORIDA BUILDING CODE Ht h VelocityHurr(e_an6 Zone
<br />A+a,ws
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<br />011 scxmEAE 1 1 • L .. S
<br />3tawm,. NE ®eL s ~... a"" s 44:t§� z ' '�1tm, x�c. 2G GAGE GALVANIZED STEEL STORM PANELDAMIN W. Lw TaaLT. s tl
<br />x�• sw %f-X = * : * 0/21V2otD
<br />SCOT 3/&-1• '''`�. �. GLOBAL PROTECTION PRODUCTS, LLC..
<br />__..__ I C C ...
<br />SPACERS REOU1REtt OR
<br />DETAIL FOR Al TOP
<br />,aoD sw a, mffLTBOTTOM TRA CE TO CO BANDS RI...., I LT No k ANY CAN. sL =11
<br />CiSS AR lA�lia e- I� N.. a.a W r m Tara. awm F R ,SARI PHCNe t9e+)ae9-7e46. FAX, (.P..." s7 2G-176
<br />NCH°°" , (MN M,A- M , pb1 m-,ell
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<br />saw. fsar,n DW.14. No.CNAUWEiWR CA'ST11
<br />TER A:nfN dFh �'.E- •ftl
<br />SIEEi 5 "M
<br />PRODUCT A� t.t�ATiONR&'..WRTNO 20-072702 2
<br />2.2, TEST REPORTS"
<br />Large mis
<br />sile ssile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1600.1.2 of the Florida BuildingCode. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florlda, Report # 0814.01-01 dated 0311 V02 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 February25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />per
<br />loadings Protocols
<br />g p r tocots TAS 20.1 & 203 as per section 1609.1.2 of the Florida
<br />Building Code, Test Report prepared by-Amencan Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and seated by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OIC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jactofano, 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 Tilteco,
<br />Inc., dated 12/18/10 and 08127/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />8 MI6SILE 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 (RED.), 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.
<br />PRODUCT 'EVALTTATHDN Rp'AT NO- 20-B727A2 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 />6.-MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated an
<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 18, 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 Tilteco, 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 WalterA. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Titeco, Inc. (Florida CA-0006719).
<br />s"",N� LAN 714 ' Py
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<br />D:1 TILTECO ADMON RECORDS.I P. E. REPORT.20 t OL(AAL P4OPi��,r}N P),GDQCTS, L , AGE
<br />GALVANIZED STEEL STORM PANEL LDRVVG#20-1751 REPORT#20.0727.6}, �' OR14 '
<br />/�y�0 U'A' �E������"3
<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, SW/11 A 7W/11
<br />3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS e k A 3' MAX
<br />i I"'MIN.-;C"--' FOR WOOD SEE SECTIONS ON SHEETS 10 & It � I" MIN.7
<br />'
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<br />(SND EISEE SECTIONS AS ! .� I I _.- $S. M.S. BOLT W/ 7/8" x 3/32" ;;1
<br />APPLICABLE) t ,I I WMGNUTS O FA OV-
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