|
I ILI ECO INC_
<br />TILLIT TESTING a ENGINEERING COMPANY
<br />WAT n0t A. TTUIT, JP., pj�
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 28-0728.01
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY: Shufts
<br />PRODUCT SU&CATEGORY- sum PsnelB
<br />PRODUCTNAME: 20 G"E GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: GkAwl Protection PlabdAlLa.
<br />48W S.W 61 Street
<br />Davis, Flords33314
<br />1. PURPOSE OF EVALUAMON:
<br />This is a Product Evaluation Report Issued by Walter A. MlIll% Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />81 G20-3, Method I D of the Florida Dope rtmetrit of Business and
<br />Proboakwal 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 />of least equivalent to that required by the Coda
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code change that may ~ Its limitations and conditions
<br />2. EVIDENCE 811.1111111111TEM
<br />2. 1. PRODUCT EVAUUMMDMUMEKL(pga,�
<br />Drawing No. M176, Wiled "20 GAGE GALVANIZED STEEL STORM PANEV,
<br />sheets 1 thru 28 of 26 prepared by Titteco, Inc.; signed and 3ealed by Waiter A.
<br />TIllit, Jr., P, E.; dated 07128/2020. This drawing Is an integral part 9
<br />t k0s
<br />Evaluation Report. . ffittwt 1104,4
<br />OfA. rk
<br />t"
<br />-7
<br />No, 44187
<br />A
<br />6355 NX 36th Street, Suite 305, Miami, Flwi4a 33166 - Photte. (305) 871-153.0 - 1
<br />2
<br />2.2. TEST R PORTS;
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 at the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 98-5189 dated 08/09/1996, #96-570 dated 0911811996,
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratom Inc. reports* 2032 dated 04118/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespoda,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test Wort No. DCM-1 97 by QC Metallurgical, Inc., dated March 13, 2000.
<br />signed and sealed by Frank Grate, P.E.
<br />ZLAMRUCTURAL RN-GINEMNO CALCULATIONS,
<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 Tifteco, Inc,,
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Milk, J r., P. E.
<br />I MISSILE IMPAr-T RNISTANCE
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RESISTANOL-
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain vklnd
<br />gith shall be as Indicated on sheets 8,10,14, 15,
<br />pressures. MaDdmum panel lerx
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P. E.D.), drawlim No.
<br />20-170. MoMmum Anchor Spacing shall be as Indicaled on sheets 8, 9, 10, 11.
<br />14, 15, 17,18, 19, 20 25 and 20 of 26, of Product Evaluation Docu merit (P.E. D.),
<br />drawing No. 20-170.
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23. 24 and 26 ot 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 2e, of ProdoctEvaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />r N-
<br />E N
<br />9 NOTESi
<br />9 3) 0 CASE THAT PRIVICAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD DOARDS BE FOUND ON THE
<br />COWTUND WALL ANCHORS SHALL INE LONG DOUGH TO REACH THE WAIN STRUCTURE ODOM SUCH PANELS
<br />MEW ED) HAS OEM YEWAM MR COMPLIANCEN
<br />gNn=
<br />ANCHORAGE SMIRL SE AS MENT00INED IN 0.1) NO IN a2).
<br />ACCORDANCE WITH THE 2M or BUSNG Com
<br />(C) Elm Wn
<br />DES" WIND LOADS SHALL BE DETERNIMED AS PER SEC7104 11520 OF THE ANK MENTIONED CODE
<br />TAINW,410,00M
<br />III
<br />1/410 01S, AS MAPIUFACT U I'M .11
<br />"M : Wft SP AS REQUORED BY THE MOSOICTION VINIX THESE U BEM=
<br />#t4-IO PANELMATE FOAALE to Mo PANELMATr PLUS ANCHORS. 05 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />FOR DIRECrKKAUTV FACTOR Kd-015. USING AITCE 7- 18 AND SHALL ZFTETRS
<br />C THE
<br />1/4 LAO SCREWS PER V.D.S.
<br />DESIGN PRIUMM PATWO 04"TED 04 SHEETS 7 THIN 12. 14. 15, IC 10 At 20.
<br />SIV WOOD 9USHING. AS DISTRIBUTED BY ALL POINT SCREW, SMT It SPIOM" Go
<br />IN ORDER 10 VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS Or PER MCE 7-tf
<br />nmwkm
<br />SHALL BE ]FIRST REDUCED To "0. DESIGN WIND LOWS BY MUILTIll THEM BY GO IN ORDER TO
<br />C') MOM" THREADIDD PENETRATION "To WOOD OF TAPCON ANCOICIRS !*ALL BE I Ilr ASO 2- MR ELCO PANCLAMIX PLUS
<br />COMPARE THESE W/ MAX� (ASG) DESIGN WE RATINGS NOICANIOD ON SHEETS 7 THRU 12. 10, IS, Ik 19
<br />AM PANCIA" PIMALIE a
<br />IN ORDER TO VERIFY TIAT ANCIMORS ON THIS P Cot AS TESTED WERE NOT OWER STRESSED, A M INCREASE Of ALLOWABLE
<br />C.2) MP40JM INFIFADED PENETRATION OF LAG SCKW. WIG THE WOOD TRW uW SHNILL BE 1 1/2- No yHREADED
<br />PO4CWTON WID STUCCO SHOU K CONSIDERED AS PAW OF THE REQUiRED, r,4REAGM PMMTwN
<br />MESS FOR MO LOADS WAS OM VSM 0 THOR ANALYSIS. PaICRIERS SPACING to WOOD HAS OM GE1131MINED IN
<br />.
<br />ACCORDANCE WITH ILD.S. 2016.
<br />C 3) MINIMUM EDGE DISTAMICE Of LAG SCREW$. INTO ftOO 94ALL K AS R004CATED IN THIS DIRMIANG
<br />STORM PANEL S ADEQUACY FOR IMPACT AND W04D RESISTANU HAS BEEN VERIFIED 01 ACCORDANCE WITH SECTION 1626 OF
<br />THE AMC MENTIONED CODE AS PER HURRICANE ENGINEERING At TESTING INC, MOOR, 96-5011. 96-570 & 96-T30 AND
<br />CA) MINIMUM PENETRATION OF WOOD BUSHP4 SHALL. K S/r 1/4' 8-20 SCIWWS USED SHAU� BE 1 1/2- LONG wowum
<br />"WESTIMITION! TESTING LOB INC. A", #2032 & 12126 . ASIPWO TAS
<br />CoLS -201� TAS-202 AND TAS-203
<br />94OLU STUCCO EXIST AND I' MINDAW FOR WALLS WITH NO STUCCO.
<br />As mu As AMERICAN w LAB or switt FLORIDA eipow in sv-oi, As PER TAs 26% TAs 262 AND
<br />TAS 203 STANDARDS.
<br />C5) IN CASE TIW PRTCASI Sr0NL OR PRIEC" CONCRETE PANELS. StUCCO OR WOOD DOAADS K FOUND ON THE OWINC
<br />2. ALL ALUMINUM IXTRUSION11 to BE 906J—Tb ALLOY NO TEMPER. (UNLESS OtHOURSE WORD). SEE SHEET 2
<br />WALL ANCHORS SNALL K LOW ENOUGH TO REACH THE MIA STRUCTURE 00" SUCH PAND-IL
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA) . C.2) a C 4)
<br />3 ALL ALLANNUM 94M METAL USED AT CLOSURES IMIALL HAVE 3105-.NI4 ALLITY,
<br />(0) ANCHORS SHALL K INSIALLED FOUAW44 ALL Or THE IWCO1ftWNDAtI0NS, AND SPECIF11CATIONS OF THE ANCHOR'S MANUFAcrultOR
<br />4 ALL STEEL SH10 METAL PANELS 94AU HAVE STRUCTURAL QUALITY SMEL. ASTIM A-633 GRACE 50 MINIMUM. C-80
<br />CALVANITED STEEL DIESIONATION W/FV- 511.5 No (AFTER ROL.LED).
<br />6 PANELS MAY ALSO ME WALLED MMONIIALLY $01,11.014K INSTALLATION DETAILS 94DWR ON SECTION 3 DOM" to (SHEETS 4
<br />tNRCUGH 6) Etux" tHAT, W-AGON 12 a (1) SHALL NOT BE USED
<br />S. ALL SOMEWS TO BE STAINLEW STEEL 304 OR 315 AIS SERIES OR CORROSION RESISTANT COATED CARBON StECL AS PER
<br />GIN 50018 W/ 50 Imi Mo STRENGTH AND 00 Kid TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA OLNIDAIG. CODE
<br />9 It SHALL, BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOLINONCIS OF THE STRUCTURE WHERE SHUIFFOR IS TO K
<br />SECTION 24 t I
<br />ATTACHED TO NSUIRE PROPER ANCHORAGE THIS SHUrRER SHALL MY BE ATTACHED TO COWAM BLOCK OR WOOD FRI
<br />BUILCANGS.
<br />9 BOLTS TO K ASTM A-JO7 GALVANIZED STEEL Oft NSI 304 SERIES STAINLESS STEM� WnH J6 I* %ftAAM VW
<br />STRENGTH.
<br />10 VCH REGULAR StGRV PANEL 11ITIN LEINGTHIS OYU W-8 THROUGH t2'-4. AS a to AND ALTERNATIVES OW
<br />7 ANCHORS TO WALL SHALL BE AS POL.LOWS'
<br />WIN & 'OW ON SHEETS 3, 6 & 12 ROPECTMELY- SHALL HAVE A LUME no 'j INSTRUCT= OMER 04
<br />Y VUG'L1%'1'L0:
<br />71001ANT TO SECURE PANELS WITH APPLICABLE RVWORCCWW MARC PERIODS or NKIRMCANE WARNING
<br />(A)
<br />I I THE INSTALLATION CONTIIACTON IS TO SEAL,'CAULK ALL SAITTER COMPONENT EDGM WHICH REMAIN IN CONTINUOUS CONTACT *ITT-
<br />1/4-0 TAKON ANCHORS AS 1ANNUFACTIMED BY t.TA, SAILM. 1V- (Mr,, f�3192 p.%J.)
<br />*
<br />1 /4 0 . 7/6' CAUC-14 ANIC4011S. AS M~ACRM Or OICNALT PC, (MIN. ?'3000 v—)
<br />THE BUILDING TO PKVW WIND," WTRUSION.
<br />I/e. . 1/4" SOUOSrT ANCHORIL AS DISTROUTED Of ALL POINT SCREW. BOLT & SPECIIII.TY CO,
<br />12 STORM PAND. INSTALLAWN SHALL COMPLY WITH SPECS INDICATED *I THIS ORAIm PLUS ANY 9UILD10G AM ZONING RIDGUMATIONS
<br />(Min ('e-3000 V..L)
<br />PROVIDED BY THE AIRSOICTION 04M PERMV 15 APPLIED TO.
<br />- 014- 0 PANELAMIT IVAIKE to & PANELMATE PLUS ANCHORS. AS MUWXTWO BY ELCO CONSTRUCTION PRODUCTS.
<br />It.
<br />(MN c-SM
<br />13 THIS 0 P-F 4 PREP BY THE; r. GawK AND GOES Nor PwAm mrowI
<br />M !"�6rMWN& AAEG
<br />`5K9t`PftKCT
<br />- 1/4-0 CF TAP-GRP ANCHORS, AS MANUFACTURED BY TRILI-Far CORPORATION (e3600 p.".)
<br />FOR Ap= SITE CONOMONS DEYWE TRW THE PAD,
<br />A 1) WOM EMBEDMENT OF TAPCON ANDICIRS WTO POURED CONCRETE SHAI.I. K 1 3/4': 2' FOR PARELMATE IDiAl E
<br />tt,) CONTRACTOR TO BE RICROOKE FOR THE SELECTION PURCWM AND 067A"T" INCLUORK; In SAFETY OF THIS PRODUCT
<br />SAM ON THIS PZZ PROVIDED HE/SHE GOES NOI OIE� FROW! THE CONDITIONS DETAILED ON nA D=A9V
<br />to Alto PAMEJAIALTE PLUS AND I $/A- FOR CF TAP-GMP ANCHORS
<br />CONSTRUCTION SAFETY AT SITE 5 THE CONTRA"'S RESPONSOUN
<br />CALK-W 0 SOLID-W ANCHORS SHALL BE EMBEDDED 1187 INIM THE POURED CONCRM 90 EWKOMENT KTO
<br />(C) THM PRODUCT EVALUATION DOCUMENT WLL BE CONSIDERED V*AUD IF MODIFIED
<br />VUCOO SHALL BE PERMITTED- I/#- �20 SCRIEWS USED SHALL ME I Ilr LONG MINIMUM SHOIJILD STUCCO EXTSI.
<br />AD I* MOW" FOR WALLS WITH #40 STUCCO. AND MAY Or HEADED $Mll OR All TOMADED SCRVWS W/O NEEAD.
<br />(d) SITE SPECIFIC PIRLIECTS 5404A BE PREPARED BY A FLORIDA NEUM70W ENGINEER OR ARCHITECT WHICH WILL BECOME ITS
<br />or WITH, AIM PAM
<br />ENGINEER OF RECORD (E.011.) FOR THE PRELIM AND WHO WILL ME RM"MME FOR THE
<br />PROPER USE OF THE PX-0. ENGINEER Or RECORD.ACIM AS A OICI.EGATID EMGNW TO THE
<br />A 3) IN = THAT PKCAW STOW_ PRECAST CONCRETE PANELS. PAVERS, Snjoeo OR Moo 0OW40S K FOUIW ow THt
<br />P-LID, ENGINEER. SHALL SUSIMIT TO THIS LATTER THE STE SPECIFIC DMINIMICS FOR REVIEW
<br />ENW64 WALL OR FLOOR. ANDOORS SALL WE LONG ENOUGH TO REACH INE MAN STRUCTURE 911HIND PAM
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN A I) AND 0 A.2).
<br />4) THIS P " SHALL KM THE CATE AM ORIGINAL SEA1. AM SIGNATURE OF THE
<br />EN06M OF RECORD rew PREPARED IT
<br />t4 SHUTT" MANUFACTURMS LABEL 94ALL K LOCATED ON A READILY ySIBLE tOCATCH AT STORM
<br />1/4' 0 . 7/9' t^9-4N ANCHORS. AS ~ACTURETt IN OCRALT INC fWIN. 1`�1500 p—)
<br />PANEL SWIM IN ACCOROMOCE WON SECTION 1700.9-3 OF FLORIDA INALUM COOL ONE LABEL
<br />SHALL BE PLACED FOR EVERIV OPENING. LASELNG TO COMPLY WITH SECT" 110092 OF THE
<br />X �1/4.
<br />I/t-6 SIXID-Srr ANCHORS, AS MSWAVW BY ALL POINT SCREW, DOLT & SPECIALTY 0.
<br />FLORIDA BUILDING COW
<br />$.'I
<br />(ON Mo P'.j)
<br />IT
<br />114-1 OWIWTC FEMALE 10 AM FAHELMATE PLUS ANCHM. AS MANUFACTURED BY ELCO CoNstRI
<br />"a DRAWING SH041 ONLY BE USED TO
<br />PRODUCTS (MIN f'-2071 011,J) "it 01114" PERMITS IN THE STATE OF FLORIDA
<br />'A
<br />1/4'# CF TAF-W ANKCHOIII AS VANUFACTUNIE'D By TRLI-FAST CORPORVITICH PIES.
<br />11,T) 0110" EWWMWl OF TAPCON ANCHORS, EI.Co PANELMAM AND Cr TAP-GFW, ANCHo% ffm IRE
<br />C;. niORM BUUNG CODE fth Velocity Hurrica
<br />BLOCK qW SHALL BIT 1 1/4- _r -am IMIXV, W
<br />20 GAGE 01VANIZED STEEL STORM PANEL
<br />No. I
<br />11.21 CA1X_rN & SQUDSET ANCHORS SIMUL BE EMBEDDED 7/3' INTO THE CONCRETE BLOCK UNIT MO
<br />167
<br />Pro, STUCCO SHII.A. BE PERMITTED 1/4' 0-20 SCREW11; USED SHALL K I in LOW MMUM Co
<br />ERV. AND I' MINIMUM FOR WALLS WITH NO STUCCO� RTAII
<br />hu I IF j! n P�Nl& PWTECTN* PROW17111. U.C.1
<br />"M a
<br />m
<br />I
<br />=Po WAX Eb.
<br />"DOUNRIM,
<br />CONCRETE ANCHM
<br />09
<br />S.W)$ a THIOUCH *
<br />MOUNT=
<br />INSTALLATION
<br />INTO EXISTING
<br />POURED
<br />DETAILS
<br />FOR REGULAR PANELsa &.dA
<br />CONCRETE OR CO RETE BLOCK STRUCTURES
<br />CONCRETE MIGNORIS
<br />011 SCHED" of
<br />CONOPM MICHM
<br />V seas a romm S)
<br />COUL 30"11101" ON
<br />9-FIETS 5 TNR0UW
<br />4
<br />EXISTING POURED,
<br />CONCRETE R 4:
<br />I
<br />I
<br />MUS
<br />Ift.
<br />"I .",
<br />'_' -,I* Aft.-
<br />W%r 4M.
<br />.1
<br />EEG.
<br />s,
<br />3
<br />11
<br />MIX samolu
<br />avows
<br />N"
<br />-(D
<br />SWIM*
<br />12 iff =
<br />IN Ora
<br />Y'
<br />A
<br />T_ A&M
<br />/1—cwo
<br />VARI SM 0 1
<br />I
<br />!
<br />CAM 9W 0
<br />" I/r
<br />'2 vr
<br />IIAW "M
<br />Wr I
<br />I
<br />Ekffi1IEk!
<br />snat 0
<br />or or
<br />I
<br />CONCRETE BLOCK
<br />COWCMM BLOCK
<br />new=,
<br />t C
<br />-
<br />V4
<br />CONCRETE ANCHM
<br />COWQ11[ 11"C'm "
<br />ice ft.
<br />CONCRETE NIONORS
<br />Dim SCHEDULE O
<br />SHM a 11111OLKIN 9)
<br />COLING 111=1111IT11111112 1UH-B go
<br />THIRRAIN 4)
<br />10HIM" 001
<br />&MATIE RM
<br />_Lq moumnNo
<br />SELTJON 4
<br />StALE 3A.I*
<br />EDGE GNMINCE
<br />I
<br />(SEE SCHEDULE ON
<br />SHEETS 9 At 9)
<br />N= FM GQMRRh&M
<br />.X-qU3%=
<br />TOP & BOTTOM MOUNTIN2S CAN BE
<br />INIVIALLATION
<br />COMBM IN ANY WAY T) SUIT ANY
<br />3
<br />6. MATERIAL CHARACTERISTICS -AM SPECIRCATIONS:
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />sheet 1. 2 and 22 of 26, of Product Evaluabon 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. 20-176.
<br />VAIN
<br />7.1. Shall be Strictly in compliance with General Notes No. 1, a M 14, indicated
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and 11 thru 16, tridIcatted
<br />an sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Miteco, Inc. and signed and sealed by Waiter A. Mild, Jr., P.E.
<br />7.2. Product may be installed wWn HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1020.2 of the Illoddis 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. TIM, JL. P.E. (Florida License
<br />No 44167), President of Titteco, Inc. (Florida CA-000071 9).
<br />.........
<br />�PN
<br />io. 44167
<br />STATE OF
<br />WATU
<br />oil TILTECO ADMON RECORDS I P. 6. REPORT.20 k GLOBAL PROTECTICNW PRODUCI-S. LLC 20 GAGE
<br />GALVANIM STEEL WrORIA PANW DRIAIGN M'T?t % REPORr 0 2"Mol
<br />—1 �LE C�O i �Nc
<br />/TT
<br />TILLIT TESTING 9 ENGINEERING COMPANY
<br />WALURA.EXLREL.PM flItCOD
<br />, @
<br />"
<br />PRODUCT EVALUATION REPORT F11 r Ti,_N.1 4467
<br />REPORT INO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUWCAMEGORY, Storm Parole
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products- LILC
<br />43M S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATIONo
<br />This is a Product Evaluation Report lssued by Walter A. T1111111k Jr., P.E.
<br />System
<br />ID # 1000) to the GI obal Protection Products, LLC, Rule Chapter No.
<br />$1020-3, Method 10 ofthe Florida Department of8usliness 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 ft 2020 Seventh E4ition of the
<br />Florida Building Code, and to yoft that the product Is for the purpose intended
<br />at least equivalent to that requ Ired 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 ft limitations and Conditions
<br />2. EVIMNCE SUBMTED:
<br />Z1. PRODUCT MtALUATION DOCUMENT IP.
<br />Drawing No. 20-1751, tMed'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thrul 18 of 18 prepared by Mitew, Inc,; signed and sealled by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an into Is
<br />Evaluation Report.
<br />167
<br />rf F
<br />6-3,55 N.W. 36di Stroet, Suite 305, Miami, Florida 33166 - Phone: (305)
<br />QOMPONENTS FOR REGULAR LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-11
<br />15,19411' (TOTAL WIDINI)— iS.IW (TOTAL
<br />----12�500` (EFTECTIVE Want�—.--
<br />___-6 114 - 6-M,
<br />"N
<br />'3r I
<br />-Mo*— '�
<br />Q.Wr MAL IN=
<br />STEEL
<br />- TO-- 77!�"/ <" " W
<br />Q'MW UK
<br />WAVANM STEEL City.
<br />NIDGE
<br />HICIMED TV AITIA A-6511, .2 1
<br />so orawL
<br />46Ar owso ONLY 1�m A 46.9
<br />------------------------- - --- ... ...... -----------
<br />I
<br />1.3hw
<br />(D STOM PANII[L
<br />END MRU PAWL
<br />_2Affr--
<br />31r
<br />2.11ir
<br />AVAM's �Lp .12r
<br />f.-250" 1go., 1/4-0-20.
<br />i-loo' %�
<br />1.2w INERIES 304 SUM
<br />_T_ SPA L& STUD mmm
<br />AGO' t 125'
<br />To MW 0
<br />MIA,
<br />AO.W 3'M 412 Vr .5015'
<br />'25 2A.K.- 5w;
<br />.939- SEE
<br />DETAIL I
<br />375., -A
<br />it. PAL
<br />12ar
<br />=WMC VIEW KIWIL A 2 Z
<br />/ L--2.OW-
<br />ROUNDED CORNER 4111 ENDS OF PANWS .011.
<br />END LIP W/ HEIMMED EDGE�
<br />(1) "h" NEAM "Ll" HEADER AN= wrrm sTun A=E wrty
<br />(N.TS) REVERSE STUD
<br />--- - ---- I wan
<br />� Saw.
<br />1/14 a 2/14
<br />374*
<br />_f__
<br />paw PANEL 0~
<br />7A) or ICEY 14011 WASIM
<br />DAM- (MM.) !.-.OW
<br />OILVANIZIED STEEL
<br />Is' LOAK;
<br />i
<br />I --
<br />375'0 -d.S7 1*#
<br />I
<br />------ A
<br />MOM
<br />WING NUT
<br />.1 .197
<br />__2-OOQ`_
<br />0 rX7"XI/4" ALTBVW%W UK 00 MR W/Ufl
<br />ALUMINU1MI ANUE MONCURW WASU W/ ADDITIONAL
<br />Iw
<br />.
<br />74' OW
<br />.1w- JIG*
<br />+�20, 304 SERIES
<br />no 11101:111) To
<br />1 0441 0 12 Ilr 04
<br />1.071
<br />1.34r
<br />oaks" 14. 1 015,
<br />7iW
<br />TR= AWLE 3/e *F" TRACK 111AT PLAUD
<br />Im STUD
<br />........ ....
<br />I ..
<br />No. 44167
<br />J75'
<br />Z FLORIDA BUILDING CODE (Nigh V"
<br />W= mum W_
<br />rMa Aft" 20 GAGE GALVARM STEEL STORM I
<br />MTECTM PROOLOLT.
<br />67
<br />U" 7
<br />COMORM 410"M
<br />=Ir1KU4I OR OF VfflGRP Mo: so== ON
<br />soma" ON ww a a 8) SKM a THROUGH F."� 1,
<br />J
<br />=PWAO Mo,
<br />CONCRETE TR=
<br />NO*
<br />M
<br />a ONLY
<br />SIR =M" I
<br />Jo. 4
<br />C,,M MUNG, ED.
<br />CONCRETE
<br />CONCIM 86"M ICY
<br />Ex
<br />CONCRETE K=
<br />I Begun= 1/2
<br />C"IN OR KING
<br />Iowa CONCRETE ANCHORS
<br />(SM we
<br />PIAS
<br />=9= ON
<br />SHEM 0 "WOUG"
<br />MANSING
<br />SWW-ALE 3
<br />ExOrrING NEW I* VADE VAAIES 1,18' ED. -(EDGE DISFANCE
<br />SEE SCHEDULE ON
<br />THICK ALUM. T= Olt I
<br />EXISTING STUCCO/ P TL WOOD PUGE SPAM SHEETS 9 At it)
<br />--vmm a" I I _(�)
<br />4 NEW I* WIDE . IIININES 1/8'
<br />ALUK TUBE OR I' . VAIN$
<br />..... PT wm PLATE WAM
<br />4 ,
<br />1 1104" TRACK TOP & BOTTOM MOUNIIINGS CA
<br />6 i mommmm A#NOCHM COUMD IN ANY WAY TO SLIT
<br />[INSTALLATION.
<br />I --I -
<br />INEEIS a TMOUGH 9)
<br />::=I'm C�.
<br />EGSTINC
<br />C=0ktR&MP%r WL Wom UmvK a W,
<br />Km I Id". WACO N110d it K
<br />CONCRETE MM OR QUM THAN
<br />00: ="Et REOUNED TMAWS HDOW,
<br />SECTM X_X
<br />SCALE 3/0.1-
<br />40
<br />441C
<br />DETAIL FOR SPACIERS MO S
<br />WTIOM TUM ADJACENT TO STU=/"QO URN
<br />W_rlo t—ZI-8
<br />ri
<br />W L do
<br />t
<br />_J
<br />16
<br />0.1.11
<br />mom
<br />I
<br />MF;n--=
<br />DOW
<br />grz, - gomg
<br />um 1
<br />'t
<br />a W
<br />!;ftj
<br />BMW IPOW-
<br />-0
<br />N BE
<br />T ANY
<br />INCALL 3/10-1-
<br />I I
<br />2
<br />Large missile Impact food tests were performed under SSTO 12-M standard as
<br />per Section 16001.2 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 />Lob of South Florida, Report # 0814. 01 -01 dated =1 1102 wftnessed by WhIlam
<br />R. Mehrier, P.E., Bortz Moroz, P, E. and Henry Hattem, P.E. and Report No.
<br />0219.01 -09. dated February 25, 2009, signed and soa-led by Edmundo
<br />Larglaospecia, P.E. and Henry Hattern, P.E. Large missile impact and Cyclic
<br />load Inge 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. 1123.0,1140, dated November 23, 2010, signed and sealed by JUAD E.
<br />Gonzalez, RE
<br />Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13.2009,
<br />soried arid sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Test as
<br />Per CIG Metallurgical Report No. I OKM-1 318, dated December 1, 2010 Signed
<br />and sealed by Jerry Jaciofano. P.E. as per ASTMI E-8.
<br />2.3. SMCTUIRAL ENGINEERING G=ULATIONSP
<br />On 24 Gap Galvanized Steel Storm Panel for maximum panel langth 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 1004 of the Florida Building Code. Calculalloris prepared by Tilteco,
<br />Inc., dated 1211 B/1 0 and 08/27113 (for this revision), signed arid sealed by Walter
<br />A MlItt Jr., P.E.
<br />3. AMSILE IMPACT RESISIANCE:
<br />Large missile Impact under section 1609,12 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wInd
<br />pressures, Maximum panel length shell be as indicated on shoots 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 shoets 5, 0, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Dworront (RE.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has beon verified for code compliance to
<br />work as a non-poyous storm shutter assembly, as per SSM 12-99 Standard.
<br />1/4. 2/4, 3/4. 4/4. 5/5. IF^
<br />+1W/ic. 2W/10, 3W/10. 4W/10.
<br />SW/10, 6101111111 Air 7W/11
<br />ANCHORS FOR COOK FIE SEE SCHEDULE ON SHEM 9
<br />Mo. FOR WOOD SEE SECTIONS ON SHEETS 10 11
<br />7
<br />a
<br />_r
<br />D.M..(
<br />_T
<br />J? �1_7_71
<br />-
<br />PANELS I I I I
<br />AS
<br />,
<br />'
<br />Installation shall be performed strictly in accordance with daWls indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document(F.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6� 13, 14, 15, ill and 18 Of IS, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />IAL
<br />t MATIM CHARACTERIUSTIMANDSPECIFIMONS:
<br />Shall bestrictly In accordance with, General Notes and Components Indicated on
<br />sheet I and 2 of 18, of Product Evaluation Docurnient (P.E.D.), drawIng No.
<br />20-176.
<br />Anchor specifications shall be as Indicated on shest I of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<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 Tftw. Inc. and *nod and sealed by Walter A. T1111, Jr.. P.E.
<br />7.2. Product sWI not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florlda Building Code,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />mew franne structures.
<br />Product Evaluation Report prepared by Walter A. 7711t, Jr., RE, (Florida License
<br />No. 4411M, President ofTifteco, Inc, (Florida CA-0006719).
<br />WATILL
<br />On TILTPCO ADYAON RECORDS t?, E. REPORT.2(
<br />GALVANM STEEL IFTIORM PANEL k DIIIIII 20-176 11
<br />r MAX
<br />1* MIN.
<br />III
<br />1 3
<br />�__F_t 71411
<br />T
<br />- - - - - - - - - - - - - - -
<br />LTED PANELS W/ 1/40-20"-
<br />1. WLS T "1
<br />i
<br />:E SECTICAM AS APPI.1CASW
<br />1
<br />- �-
<br />1 --- iii-I 11"TO-1--141--lot- W1 To- I a4 - -- ------
<br />6
<br />_7
<br />t MIN,
<br />__K MAX
<br />I' MIN, W4j 2/4, 3/4. 4/4, 5/5. 7/5.
<br />10, 2W/10. 31111/10, 4W/10. 6/5
<br />SW/10. 6W/11 k 7W/11
<br />ANCHORS: MR COMMIT SEE SCHEDULE ON SHEETS 6"k
<br />FOR WOOD SEE SECTIONS ON SHEET$ to
<br />REGULAR STORM PANELS 61) & 141 ELEVATION
<br />2.6r
<br />(Wk OVERLAP .1 VINCLE W"M
<br />1/4-
<br />MA114 GNP
<br />1/4- MO. GW
<br />ED
<br />INSTALLATION DETAILS FOR REGULAR PANEL33 & (1A
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ANCHORS, FOR oomemm SEE: SCHIMU old SHEET` 9
<br />J!QURCD CONCRETE
<br />_VIII&WREWIECK MO WOOD SEE SECIIONS ON SHEET 12
<br />OR CONCRETE SLOCK r M 2.63' r
<br />REQUINED I. ilk W mew -1 TIHOLE WI W.
<br />r
<br />---
<br />9) 9) FW" WIN
<br />SHEET 2)
<br />I
<br />I 'I I r
<br />r
<br />MAX
<br />T� T
<br />I I I I
<br />1 f I i 1 ��11 - , 1 1
<br />101MINIft
<br />i 1 1 .0.,Avft 44
<br />V VIM I
<br />Gar
<br />"-Win
<br />1.4
<br />1 1 - I
<br />A' MR I
<br />I TfT f -T or
<br />Ba
<br />.r. B"
<br />OF V
<br />or, Ma Of Mk,
<br />WINK
<br />_W Sax MIT rm-
<br />3 WAX ANCHORS 2
<br />FOR WOW SM SECTIONS ON S
<br />MR CONCRETE 10 SCHEDULE ----- - -
<br />W L LM SrOft eft.pk
<br />RM ELMTION
<br />; 'ff QZ
<br />1/4' MA)L GAP
<br />Li 2.6r I
<br />noun
<br />vim 2)
<br />DO
<br />W4 4�11IW4 S.S. BOLT
<br />I27A1;2"0C.WWG
<br />CONMIN MCHM
<br />ScHow ON
<br />SAM 9)
<br />MW
<br />i t _"t I Waxy)
<br />COMPETE ANCHOM N
<br />i
<br />:&IotwAE ON
<br />9) 1/4' t
<br />3
<br />ON
<br />SEC" t4:140J,
<br />VARNAM
<br />ECELALLAIM
<br />WMEEF
<br />111131ALL&IM
<br />SCALE 3/0.1-
<br />SML
<br />ED. - EDGE DWANCIE
<br />(SEE SCHEDLILE ON TOP & BOTTCM MOUNTINGS CAN K
<br />SHEET 9) COWSINED IN ANY WAY TO SUNT ANY
<br />CD
<br />r-
<br />U)
<br />-0
<br />—00
<br />>
<br />0
<br />CL
<br />a
<br />0
<br />0
<br />0110
<br />ca
<br />-0-0
<br />-0
<br />(1)
<br />_0Z
<br />V)
<br />.6-0
<br />C
<br />CD
<br />=)
<br />-0
<br />Co
<br />0
<br />CU
<br />-0
<br />.7
<br />.5
<br />_0
<br />a
<br />0
<br />C
<br />2
<br />CD_
<br />a
<br />ICU
<br />C:
<br />0
<br />- 0
<br />-0-0
<br />CU
<br />LJL_
<br />,_
<br />0
<br />CU
<br />>
<br />W
<br />Cf)
<br />CD
<br />Cl)
<br />E
<br />CU
<br />0
<br />L_
<br />C)-
<br />M
<br />40--
<br />.6-0
<br />U)
<br />CL
<br /><
<br />Z
<br />LU
<br />C3.
<br />C=
<br />CL. C CZ
<br />'4=
<br />C=
<br />CL
<br />C=
<br />4'4
<br />rc 2 C24
<br />.2 CE,
<br />CIL= W
<br />E
<br />C,
<br />%
<br />C2-
<br />E
<br />C5,
<br />ICU
<br />>
<br />0
<br />0
<br />Cn
<br />ICU
<br />LU
<br /><
<br />Z
<br />Z
<br /><
<br />_J
<br />a -
<br />SHEET NO.
<br />SH 1,0
<br />
|