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PRODUCT R'R`Ajat1ATEON REPOIt'CNO. 20-0728.67 2
<br />iBplttlC"r R.VAt.[OAT),QN pga'C NO_ f0.f721t.07 3
<br />ZJ�I_LTE_coC.
<br />TILLIT TESTING Y ENGINEERING COMPANY
<br />Z�$T.REPORTS:
<br />6. MATERIAL CHARACTERISTIC$ AND SPECIFICAT10MBN
<br />WAr.rkR A TTLUT; JR., P.E. Ie11ttCTOfP l.Com
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly In accordance with General Notes and Components Indicated on
<br />201. 203 as r section 1626 of the Florida BuildingCode. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document P. E.D. drawing
<br />( 9
<br />EL,A�N. M, 9
<br />as per TAS 202 Protocol. Test reports prepared b Hurricane Engineering &
<br />P P P P Y 9• n9
<br />No.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />7
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #98-670 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 04/18M998 and
<br /># 2128 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.1WITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7A. 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 shoat 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 />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc, and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />PRODUCT SUS•CATEGORY: Storm Panels
<br />2.3• STRUCTURAL ENGINE ERING CALCULATiQNg:
<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 bad, as Wei( as maximum anchor spacing vs. design wind bad and panel
<br />MANUFACTURER:
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1818 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood theme structures.
<br />4800 S.W. 61 Street
<br />dated 11/03/00 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />Davie, Rorids38314
<br />1. PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Wetter A. THIN, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Welter A. TIRIt, Jr., P.E. (System
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of TBl000, Inc. (Florida CA-0006719).
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020.3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />4, WIND LOADS FtF$I$TQNrc
<br />(y1,tt„0100#1,
<br />ANPR��F X. TI(��T✓
<br />�X-;_.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />tiP VCEN '••.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />for In
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />18, 19, 26 and 28 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />. _. - 44167 '
<br />-r:been I=
<br />verified compliance accondance with the 2020 Seventh Edition oT the
<br />Florida Build Code, and to verify that the product Is for the u
<br />Building fy p rposs Intended
<br />20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, f 1,��2
<br />-_-....._�-5 #,:._._ _,,* . *
<br />'.�t.41
<br />STATE OF
<br />at k►est 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.D.),
<br />drawing No. 20.176.
<br />( G,c ., 10Rti).: '
<br />'
<br />A,F`s1SlOIdAL'
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5• INSTALLATION:
<br />hr,_NNNNgtN
<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 28 of 26. of Product Evaluation Document
<br />DA TI TECO ADMON RECORDS %P. E. REPORT-20 I GLOBAL PROTECTION PRODUCTS, LLC % GAGE
<br />p q �
<br />Z 1. PRODUCT EVALUATION DOCUMENT_(Pa�.r p
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANOMSTMSTORMPANEL%oawor2o-,re%RE FtTw2MraM
<br />Drawing No. 20-176, titled 020 IMAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 28, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part, Is
<br />AHNuf)FNp"
<br />Evaluation Report. .o.0 -t loo
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<br />/ ••' STATE OF
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<br />Q,rc •!tO1.1R10 ,.,i►
<br />�'""g
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 3,3166 - Phone: (305) $71-1530-�isgys/�f
<br />S;ONA11ENl��a
<br />� INfU1NLIN
<br />3INERAL NOTEN:
<br />93) M CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />iAISTMD WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE AAAN STRUCTURE BEHIND SUCH PANELS.
<br />1 STORM PANEL 910NM ON 7M5 PRQNKT E1MLWhON DOCUMENT (tPCD) "AS SEEN VEX.M FDA COYPLWNCE IN
<br />ANCHORAGE SHALL BE AS MENTIONED M 9. 1) AND M 6.2).
<br />DA ACCORNCE WON IE THE ;= (OIA to=") OF TFLORIDAaukom
<br />(C) 10-W20119-AM MILSPECRIC
<br />DESIGN WINO LOADS S'114L BE DETERMINED AS PER SECTION 4620OF THE ABAUVE MENTIONED COOS.
<br />- 1/4Y TAPROOM ANCHORS. N MANUH7,CRARED FYI; T.W. VADEK, NYC
<br />_ r14-10 P,AIEL"It FEWLE O AM PANELAATE PLUS ANCHORS. AS MANUFACTURED BY OCO CONSMI.Ci PRODUCTS
<br />FOR A WIND SPEED AS RCWKD BY THE ,NIRISOICTWN WHERE THEN SHUTTERS WA.1 BE INSTALLED AND
<br />FOR A DWEC?bD"nV FACTOR Kd-o.65. USING ASCE 7-IS OHO SH4L NOT EMCEED THE AL{,TWW (A.",)
<br />_ 1/1"• (AG SCREWS PER NO.s.
<br />DESIGN PRESSURE RArMGS INONATED ON .SHEETS I THRU ,2. I.. A!, 16, T9 a 20.
<br />_ /16Y , 6 /A' WOOD BUSHING. AS DISTRrBUrED BY ALL POW SCREW, BOLT ItSPECMLFY I;
<br />IN ORDER TO VM V THE ABDVE CONOIIIUN. ULTIMATE DESIGN WARD LOADS DETERMINED PM ASCE 7-15
<br />C 1) MIN"" THREADED PENETRATION MID WOOD OE TAPCON ANCHORS SH,LLL. BE 4 1/2- AM 2- FDA ELCO PMCLA{TE PLUS
<br />SHALL BE FIRST REDUCED TO AS.D M IC4 WIND LOADS BY MULTIPLYING, THEM BY 0.6 M ERMR TO
<br />,HAD PANFLWLE FfYNE 0
<br />COMPARE THESE W/ MO (Asb) OCMGM PRESSURE RATINGS INDICATED ON SHEETS 7 THOU 1x, 14, It. 16. 19 • 20
<br />r
<br />.2 MINIMUM HON LR LAC SCREW NA 1 ' 1HREADED 0 THE W000 FRAME UNIT SHALL BE 7 NO THREADED
<br />M EDINALLOWABLE
<br />AN SIHESS F N VERIFY THU AS JQL USED
<br />THIS PER AS TRTCD WARE NOT OVER '6TRCSOO A S31L EN DETERMINED
<br />SlRE95 FOR WINO LOAM WAS DDL VSCO W 1NCK ANNY515. r{51CNM5 SPACING TO W'000 rV5 BEEN OCtF14NM1E0 M
<br />ETRA STUCCO
<br />PENETRATION INTO STUCCO SHALL, HE CONSIDERED AS PART a THE REQUIRED THREADED PENLIRATCN
<br />ACCORDANCE 'ARM N.D.5. 2015.
<br />C 3) M"MLIM EDGE INSTANCE or LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THE. (ARMORC
<br />STORM PANEL'S ADEDIMCY FOR IMPACT AND WIND RESISTANCE HAS BEEN MIRIA 0 IN ACCORDANCE WITH SECTION 1626 Or
<br />ABONE MENTIONED CODE AS PM HURRICANE ENGINEERING At TESTING INC REPORTS 96-5a9. 96-S70 A 95-130 AIR)
<br />C.4) AerudA FORMATION OF WOOD BUSHING SHALL BE S/B' 1/.• •-2U SCREWS USED 94AL Of I H/2' LONE MINIMUM
<br />FENESTFMADM TEST" Am AMC, REPORTS #2032 • 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203
<br />'3IOLAD STUCCO CRAFT. AND 1' MINIMUM FOR WALS WITH NO STUCCO
<br />As WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /0219.01 -09, AS PER TAS 201. TAS 202 AND
<br />TAS 203 STNIDARDS-
<br />C S) IN CASE TIAI PRECA6r STONE. OR PRECAST CONCRETE CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOVMD ON THE DUSTING
<br />2 ALL NW,NFM DMUSIONS TO BE 6063-4 ALLOY AND TEMPER. (UNLESS OTHERWISE "arm) SEE SWEET 2
<br />WALL. M010RS %ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BCHWD SUCH PANELS
<br />ANCHORAGE SHALL BE AS 6AEYI10NEO M C 1). 4: 2) a C4)
<br />1 ALL ALUMINUM SHEET VETA USED AT CLOSURES SHILL HAVE 31OS-1414 ALUOV.
<br />(0) ANCHORS SHALL M INSTALLED FOLLOWING ALL Or TIC NECOMMFNDATIONS AND SPECIFICATIONS OR THE ANCHOR'S MANRACTIAEN
<br />A ALL STEEL SHEET MEIN PANELS 5HAL1 HAVE STRUC?IRAL QUALITY STCE1.. ASTM A-613 GARDE SO MINIMUM. G-W
<br />OMVAIM STEEL DESIGNATION W/FY- 56.5 NM (01ER ROUED).
<br />6 PANELS MAY 450 BC INSTALLED NOW70NTALr FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEET' 4
<br />MROUGI 6) EXCEPT THAT READERS M•® SHALL NOT BE USED
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 315 A9 SERIES OR CORROSAa! RESISTANT COATED CARBON STEEL AS PER
<br />DIN 5001a W/ 30 10, YIELD 510117,140TH AND 90 MM TENSILE STRENGM It SHALL COMPLY W/ sLOmM BUILDING CODE
<br />0 IT SPAS BE THE RESPONSIBILITY OF THE CONIRACTOR TO YEMFY THE SOL94ONESS Of THE STRUCTURE WHERE 9NTTM 1S TD BE
<br />SECT" 2-113.3.4
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTA04M TO COWAICTE, BLOCK OR WON FRAM[
<br />BILDINGS.
<br />6 OMISSIRIN TO BE NLYTY A-307 GALVAIRZLD 5TE1, OR A61 3D4 SI7NI5 SIAANLESS S7TEL WITH 36 L11 MNIYUM YIEUD
<br />5NCHORS.
<br />10. EACH REGULAR STORM PANEL WTI IEOTHS OVER W-B THROUGH 12'-4', AS PER SECTIONS 6, 6. 9 ♦ 10 AND ALTCRWP45 9W,
<br />T ANCHORS TO WALL SHALL 9C AS FpLL(NWS
<br />9W' • IOW ON SHEETS X 6 a 12 RESPECTMLVY SHAL HAVE A LEGIBLE AND READILY VISIBLE MARKING INS,NUCTWO OWNER OR
<br />TEIMNT TO SECURE PANELS WITH APPLICABLE REIWORCEMEM DURING PITMODS OF HURRICANE WARNING
<br />(A) I4.00�
<br />I I THE INSTALLATION CONTOW10N M TO SEAL/CAUL( ALA. SHUTTER COMPONENT EDGES WHICH REMAN IN CONTINUOUS 0WACI. WYTw
<br />- 1/4.9 TAR:ON ANCHORS AS MANUFACTURED BY I.TW BUILOI.A,. INC (MR, R'c 3192 p..,)
<br />THE 9URDING TO PREYT'NT HAND/RAM WrRUFAON
<br />- I/C • . 7/e" CALK -IN ANCHORS. AS MAMUPACTUATC BY OCAPILT INC (MIN. rP-3000 P. 1.)
<br />- I/4.0 I, 3/4' SOUO-SET *W-M . AS DISTRWUTED BY ALL POINT SCREW, BOLT A SPECIALTY CO
<br />12 STORM PANLL INSTALLATION SHALL COMPLY WIN SPECS INDICATEO W MUS DRAWING PLUS Ater BUILDING AND 7DNM RECULAIIONS
<br />( WAR `: 3000 CA,)
<br />OROAMB D , THE JUIR DICT10N WHERE PERYT IS APPLIED TO
<br />- 014-10 PNELAAATC FEMALE O r PAIELAMR PLUS ANCHORS. A, MANUFACTURED BY 13= CONSTRUCTION PROOVCR.
<br />'
<br />13 (P) TARS PRODUCT EVALUATION DOCUMEM (R.ED) PREPARED BY THIS ENGINEER 15 LONERIC AMC DOES NOT PRDVOE Mr~I*N
<br />(MIN. -33So P..;)
<br />FOR A SITE SPECJPC PROUECI, I . WHERE THE SITE CONDITIONS OEVIATE FROM THE P E.D
<br />- 1/4•• Cr TAP-ORW ANCHOR'S, AS MANUFACTURED BY TRU-rAST CORPORATION (I'P-3600 D..r)
<br />(0) CONTRACTOR TO N RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A 1 1IIRIIIY fLBE011ENT OF TAPCON ANCHORS IRO POURED CONCRETE SWILL BE I 3/4'. Y FOR PANEL WE FFIANF
<br />BASED ON THIS P.E.O. PPOMOED HF;/9HE ODES Rot OEAAIT FROM THECONa710MI DETAILED ONTHIS DOCUMCM
<br />10 AM PAWMTE PLUS AND 1 1/4- FOR CF TAP-" ANCHORS
<br />CONSTRUCTION $AETY AT SITE 15 THE CpRWCTOR'S RESPONa®Iri
<br />A2) CALX-IN • SOUD SV ANCHORS SHA.L BE EMBEDDED T/e INTO THE POURED CWRETE NO ETA IEDMEM INTO
<br />W THIS PRODUCT EVALAAT 4 DOCUMENT wU BE CONSIDERED MVAA IF MODRIED
<br />STUCCO SHALL M PERMITTED 1/4. 9-20 SCREWS USED SHALL BE I I/2• LONE MINIMUM 94OWD STUCCO DIST.
<br />40 1' MWNLA FOR WALLS 'WTtI NO STUCCO. 414D MAY er HEADED SCREWS OR ALL TREADED SCRM W/O HEAD.
<br />(61 SITE SPOCPIC HPQIECR SHAL H PREPARED BY A FLORIDA REGISTERED EHONAICTR OR ARCHITECT WHCH WILL BECOME 10,E
<br />an WITH HANG NUTS
<br />(NOINQR Or RECORD (E.O.R,) FOR PROJECT AND WHO FALL BE REVONSIML FOR THE
<br />STONE. ORS CONCRETE HAVMS, WOOD BOARDS 14 FOUND a THE
<br />A 37 R CASE TWAT PRECASTFLOOR.
<br />PMOKSE OF RTAHE
<br />ACTING ENCIPW TO
<br />PT (HUGINW. piyy SVBW1 10 THIS LA LATTER T04E SIM SPPEECIFIC DR.�AWIING$ FORREVIEW�
<br />SHALL ENOUGH CHSnKftTHE AI STR SUC
<br />PANELS WALL OR R SHAL ANCHORS SHLAJ. M LUNG SAND Ar A, REACH ML MAIN 51RLICTUAE BEMND SUCH
<br />PANELS ANGrORAM SHALL N AS MFNTONED M A1) AND M A2)
<br />(.) THIS PED SHALL BEAR THE MR AND ORIGINAL SEA ANDSNRAIURE DE THE PROFESSIONAL
<br />THAT
<br />NG [NYLLII Or RECORD T1AT PREPARED T
<br />(0) 10aU9TINGON GG= Wily
<br />BXAN --WM. Lr.90'
<br />1 /4' P IAPCUN ANCHORS AS MANUFACTURED MT I T W BAWFX, INC
<br />t4 SHUTTER MANUFACTURCR•S LABEL SHALL R LOCATED ON A READILY MSWF LOCATION AT STORY
<br />- t/4' F . 7/e• CALM W ANCHORS. REAAI VFACIUREO ITTAR. T DNAL7 INC (MrC ISDO t..,)
<br />PANEL SHUTTER IN ACCORDANCE WTN SECTION 1700.0.3 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL 9E PLACED FOR EVERY OPENWC. LAMMING TO COMPLY IIISE"TEN I709.9,2 OF THE
<br />- 1/4*0 A 3/4' S0.q SET ANCHORS. AS DISTRIBUTED BY AL POIM SCREW. BOLT At SPECALTY CO.
<br />WO
<br />FLOMM SMOCON
<br />(MN _1:P.A.I.) tHHS oRABMO SHALL ONLY BE 1N30 TO
<br />- /14-IO PANELNATE FEMME 10 AND PAMFLMATE' PLUS ANCHORS. AS MANUFACTURED BY ELCO C„ONIVOLIC'/ON Illllb pBUVNI F'ERWIS W THE STATE DF FLORIDA
<br />PRODUCTS (MIN rC-2o71 p..A) ,MANNA A
<br />1/4- • C•F TAF-GDP ANCHORS. AS MANUFACTURED A TRU-FAST CORPORATION M" iG
<br />Q�•''•-•t/r
<br />/
<br />7�
<br />•
<br />B I) WNWW [MOEDMFM UP TAPCON ANCHORS, nCG PANEUMTTS AND Cr TAPCORED MICM011. INTO TN[ C uC
<br />fLOR10A -BUILDING CODE NI h Y•bei NLMrlee
<br />BLOCK uwt S4AL,. BE 1 A/.' :
<br />' �• 4
<br />•;. £ .2P7P MI= KK 20 CAGE GALVANIZED STEEL STORY PANEL
<br />167
<br />W.2) CMX-IN r SOLID -SET ANCHORS SALL BE EMBEDDED 21e INTO THE CONCRETE MOCK UNIT No L
<br />INTO STUCCO SIVLL N PCRW TTEO. 1/.' •-30 SCREWS USED SWL K 1 1/7- LONG MINIMUM CO
<br />EXIV. AND I' MINIMUM, AOR WALLS WTH NO STUCCO. •Qt CTA
<br />__ 1�---__� 4.�/Vp�� n•G�e/� •�AA�/w��w.A��//�-R�• /�
<br />n. �-�' _�J / tL GA.AAIIW.a' PRDTECTION r•A••••{•••F,KI LLC. _
<br />CONCRETE AN DM
<br />(ea SOnmAE CIA`
<br />SHEER 0 1MOu0H a)
<br />INSTALLATION DETAILS FOR REGULAR PANELS(1)_&_Q
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES coMmoE.a.
<br />mu 100'am" ON
<br />AR-un B Twools.. 9WHoola a" �i-V,.
<br />Cd1OWTEBETI ARCHOW .O Cllgl►4 P'0111ED `.:/
<br />[K6TING POURED 1S[[lf a 1!AlO,HON 9O \ - RIX1e�: I
<br />y. Y 99L,ECOrIC1ET[ AEOUIED. I�` It:J\ T 1WMt\• +/Y -'iI• LIAR._- „- as ears /Y. '' MAR- • ae-
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<br />DIIDKIc A'aAKD Eo I 1 i t� ODfTWO roulcD � ` 1 4 I. j E.0 ` I
<br />IRIK411ED 1 _O Z r 1 p CONCRETE REDUCED., 1� -� rAm
<br />y,,�aW+l�. ram' � '� � � � 1 ��yy3/ �1
<br />:rt. L �::\ 1 I I P t.: t 1 Mq MR • •. i:..(, 1 9WP MJR
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<br />I !' CaNGRET[ oil
<br />CONCRETE ROCN I p"p` Oft"
<br />R , COMDRCTC OR I _. - -
<br />AEDIARED ., I ,2 r/r O.C. r I _ t CONCRETE BLOOM \ - CONCRETE BLOCK ,
<br />I ...-S.V.+-w... I RIOUMM 1/2' QWw[D I 1/1'
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<br />W]/0-1WALL 3/a-L•
<br />E.D, - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS a a 9)
<br />E>ClT7 .rER CIWIBIIIIIIGM OF SrR10N4;
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED W ANT WAY TO SUn ANY
<br />! INSTALLATION
<br />PROD1142'r EVAI.I'AnON REWMT NO 204727.0± 2
<br />I M Eco INC- _ __ -
<br />TILLiT TESTING C ENGINEERING COMPANY 2.2 TE8T B RTS:
<br />._.�. _ Large missile Impact load tests were performed under SSTD 12.99 standard as
<br />WALTTiRA. nLI TT, RL, ITE Nlteootawl.com per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />PRODUCT EVALUATION REPORT IL O.
<br />� � ri X106; Section 1709.8.3, per ASTM E 330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William
<br />REPORTNO.: 20-072T.02 R. Mohner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2000, signed and sealed by Edmundo
<br />DATE: July 27, 2020 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 />PRODUCT CATEGORY: Shutters 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 />PRODUCT SUB -CATEGORY: Stone Panels Gonzalez, P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM•198 by QC Metallurgical, Inc., dated March 13, 2000,
<br />PANEL signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 10KM-I MST dated December 1, 2010 signed
<br />MANUFACTURER: Global ProtaCklon product. LC
<br />and sealed by Jerry Jeciofano, P.E. as per ASTM E-8.
<br />, Florida51 Street Davie,
<br />2.3• STRUCTURAL ENGINEERiNG CALGWATHM
<br />Davie, Flo33314 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 />1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with
<br />This is a Product Evaluation Report issued by Walter A. T1111% Jr., P.E. (System section d 12 B the Florida 7/13 (for
<br />Coda. Calculations prepared by Tlltette
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. Inc., dated 12/iB110 and 08R7/13 (forthda revision), signed and sealed by Walter
<br />A Tlllit, Jr., P.E.
<br />$1620-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation. 3. MISSILE IMPACT RENSTANCE:
<br />This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under swoon 1609,1.2 of the Florida Building Code, as per
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the SSTD 12-09 Standard and TAS 201.
<br />Florida Bullding Code, and to verify that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE:
<br />This Product Evaluation Report shall be subject to review and revision in case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />a Building Code change that may affect Its limitations and conditions 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 />2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1U,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
<br />21. PRODUCT EVAI UATION DOCUMENT (P.E D,)i 24 Gage Galvanized Sisal Storm Panel has been verified for code compliance to
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', work as a non porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Wetter A. 131111ITill1t1
<br />EvalluatiDn Report.dated 07/2712020. This drawing Is an inta�tylitSKAj))"I E� A' 7f, T�
<br />�r .Y....�ryEN�F�/SEC•((.!,:P% - � '�,\aENse •.9
<br />y 7 1*1
<br />,�s-1167 -'C _. _.- 4Frn. G4i 67 z
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<br />�. 5 EOF -s•E �D
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871- ? jtq(36 'I -1531 Nyif�ON1AIL
<br />AHAt1TH1Hp
<br />CO ONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-17
<br />- .- _. 'ISIN'(WTAL WON) - _ ._.__. _.___._....-_-..-._...$5. 106'(TOTAL WIDTH) .-.
<br />I'll'', - - - - _....._ 1a.500' (EFFCCTN[ WETH) ....-..... .- .. �
<br />I - --- ._-..-...6 1/4' .....--------- - --. .. .. -_- a250' _
<br />1 _.1.3yND 1.35o• 1,360,� 300' ,i _ ..... ..-�1335_01_I,.1,sm-
<br />I I r' r ' y' ,F;1 1-1.330• - 0.036. 4RL TM.-�f, 1
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<br />• "-L' 11EDGE0�.� GMOC SO MINIMUM DETAIN A.I HEMMED `, 6RAL A:
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<br />------ _._.---_. ,-160• _ .-..
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<br />© STORY PANEL 0END STORY PANEL
<br />- 21ar -
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<br />2,107
<br />PAAC13 END UP / �-` F L 100• ,E q 1 125• - .75o• r 1/416 ,/4.0-M .125-
<br />2 I l0. s% XH
<br />M/ +BARRED race � 1 .100• - !.125• MW - L750'.-
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<br />,,, It. O_ I I DONE, :JO13#'.i A 1 Ir. NU4, .....I
<br />�+ • � JI •BEG i 1'._. , 123" �_..
<br />VIEW D A f_. - )- IV in" a. - 6 Y•.. t.SQY _t 300
<br />ISOMETRIC EUIL 1201.L-._2.wo . 'I-2.000• -
<br />RDUHDED CORNER • ENDS OF PANEL'S
<br />ENO UP W/ HEMMED EDGE. O Mh4r HEADER O3 'U' HEADER O4 © ANGLE WITH STUD @ ANGLE WITH
<br />(µT. S)
<br />REVERSE STUD
<br />A , SIR .
<br />_J 1/la ♦ 2/14 374 pBB r •.34. ',,*3"* rAt � Tip 'Co IRA 374• 3to ^'7'Jo•-
<br />r $ .. 1 .. L. i .' _ J 21V'L'/.',_M Sa SERIES
<br />t.40ri.0e3• _623• 37_!' .3 • 1 (_ ._+afi•.11 +9• E ,--r p,�p. , Ss TVD IINCT[D To
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<br />N -1, - HBO 1 OBS' .3 A.OB2' •E,�. I500• 1
<br />3/n'..OLE FOR A 1.7,0 3' �J. 1 OTD• 750•
<br />31W LOCATION A _.1N6T + i 1 U. _. L.. ' _ ' I DSO' 1__ ..
<br />[YEA PANL OVERLAP A - A,L .0a7• - I. . -... _.__..1 1 ... -. _ - 1
<br />// 2.Dw' - --ITT)
<br />7.�• O KEY HOLE WASHER e2s'•
<br />0113• © 'F' TRACK ANGLE g ,3LA" _I- TRACK T FLAT PIATED
<br />0.OSV (AMA•) -.064• INN WITH STUD
<br />aALVANIEED 47EE1- - I-3A`'�. �,P p. "W"I'
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<br />373•• ,I, ' ,43ro .979•• 1
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<br />1 -930• 1a5-_ is - . _I I T�mFp ; * . •1r : * FLORIDA aWIDING CODE h YBNN
<br />1 06TI 7S•.. TCD WING NUT [DN a PNNEL STATE W °°°°° nEm, .c 20 DACE GALVANIZED STEEL STORM
<br />ks",
<br />t• ; ...I ® KEY HOLE ,to 0 �fr .._ .-2.000•_-_- �-
<br />�T PANES --'�-- �1 BAL PROTECTION PRODUCE;
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<br />• I/r./2Y N4YPER Is'TANLESS ••� Oi -,O . w, : DWE ewRu -`
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<br />PLUS OR rF IAP-W DEf 9CHMW ail .'. \:J
<br />e Sm"Ia641 ON I Q SHEETS 0 IHROLW 0) F-� ILL
<br />SCALE 3/9-1' j'ELai SC^L
<br />.-=M"" IF REW T• WINE . VAAES A 1/9' r
<br />. - EDGE DISTANCE
<br />. TICK ALUM. TUBE OR 1' a (SEE SCHEDULE ON
<br />- _..�a� CO/ P T. WOOD FIAT[ S►ACEII .' SHEETS a a 9)
<br />W Akw ,• W,DE + VARIES . ,J6- / 1 r,bff FDN COMBBNALON OE �
<br />AY. TUBE on I • It vAnn
<br />N NP t WOOD pLAtr SPACM 1 TOP a 801Tp4 MOlM1TINO4 U
<br />BEHIND tRAO, 1
<br />o ='� COWCOM A,CNIGIS COMBINED IN ANY WAY TO Stir
<br />,J •' fart fC1YDH,Lt tR 1 INSTALLATION.
<br />s1aTTs 6 TI•ap .1 �_]
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<br />_-O)aYM rods----...- CQNJETE 01` - '' IAW. sA.a ILYDCpP rw I r _s; • ••.
<br />BB W�IA[ T 1/7" WA. COrIL11OC BLOCK f'BARiYI M9AYWAIa T "` NO
<br />WM ,»La . • •) 3 ,,.,. AMC". - 1NMare lDalHt. _ • • ►W 4116
<br />X6 SECTION r.x &...os
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<br />� J/°_r 1E OKOLTA1L FOR SPACERS REQUIKD ♦T TOP ORIi91MM TRACKS ADJACENT TO STUCCO/MIOOD BANDS R101A,
<br />EM CLOSllfiFS DENS Fat INSULLATON IN POM OONCREIE.
<br />OR MIOOD
<br />WID FOR REUXAR. UFE S4E117 AND E 2 WING Sfailll PAlEL SYSi X
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<br />SCALE 3/16-s•
<br />PeFmtttYl• 7EVA_r.t ATION q'SpOBT A'Q 2e-r++T 03 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 shell be as indicated on
<br />sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />Ii, .MATERIAL CHARACTERISTICS AND SPECI %CATIONS•
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 1a, 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-UMITAMN&ND CONDITION QF 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. T➢Iit, 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 Welter A. Tlllit, Jr., P.E, (Florida License
<br />No. 44167), President of Tlfteoc, Inc. (Florida CA-0006719).
<br />7 /,- , -,-TV,
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<br />D3 TI TE00 ADMON RECORDe %P. E. REPORT.20 I OLO6AL P!t N P�OOOCTS,
<br />QALVANIZED BTE@L STORM PANEL \ORVIGR20-176% REPORT B 20-0727.1 ^, IRIQ
<br />1/4, 2/4. 3/4. 4/4. 5/5, 7/5.
<br />tw/10, 2W/10, 3W/10, 4W/10, e/5
<br />5W/10, eW/11 a 7W/11
<br />3' MAY AWHM: FOR CONCRETE SEE lLMDULC on lNkF16 B a •.. __. _ ... -__.MS• MAK_
<br />1• MAR.'' --- - MR WOOD SEE SECTIONS ON Sm" t0 At 11 1' .R64.
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<br />%(SEE SECT
<br />PANELS - I 4f I 1 1 I S. M.S. BOLT W/ 7/5' K 3/32'
<br />APPLICABLE) ; I I �� a EA OVERLAP
<br />I (5[E SECilON5 AS I 1 )
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<br />MIN
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<br />._ _ _.. ANCIIOR3: FOR CONCRETE IEE SCHDULE EON SHEETS a At
<br />FOR 4r000 SEE SECTIONS ON SHEETS 10 A It
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<br />INTO EXISTING
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<br />DETAILS FOR REGULAR
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<br />ULF ON SHEET 0
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