|
I IN
<br />Z I ILI ECO limc.
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />PRODI 2
<br />2.2. TEST REPaRITS:
<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 />nODTIC r
<br />G. MAIEWAL CHARACTSRIST[CS Q, SPECIFICATIQNS:
<br />Shall be strictly in acoordance with General Notes and Components Indicated on
<br />sheet 1., 2 and 22 of 26, of Product rEvaluation Document (P. E.D.), drawing
<br />VATTFR A. TXUT. M, P.E. -CC
<br />FL�Xtc�:ftj 441IMT
<br />R rA L4 N,,. NW. ig
<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 08/0911996, #96-570 dated 0911811996,
<br />26, of Product Evaluation EYocument (P.E.D.), drawing go. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated OW20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports# 20M dated 0411611998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.01
<br />0219.Gl-09, dated March 4,2009, signed and seated by Edmundo Largeospada.
<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 OC MetalIvrgical, Inc,, dated March 13, 20K
<br />on sheet I 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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilleco, Inc, and signed and sealed by Walter A. Tilift, Jr,, P.E,
<br />PRODUCT SUB,CATEGORY- Storm Panels
<br />2.3. rRUC.TtJRAL,FNGINEERINGCALCULA]]QN$m
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANEMNES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620,2 of the Florida Building Code.
<br />PRODUCTN
<br />,AME: 20 GAGE GALVANIZED, STEEL STORM PANEL
<br />Wind load, as Well as maximum anchor spacing vs. design Wind load and panel
<br />MANUFACTURER- Global Protection Products
<br />length based on ratlonal and comparative analysis, and In accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />LLC,
<br />48W&W. 51 Street
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />Davie, Fladda33314
<br />dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1_ PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Waiter A. Tillft,.Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />6 1 G20-3, Method I D of the Florida Department of Business and
<br />IMA ND_LOAD$_MJ31ANC_E_
<br />Iolf"HHH11"',
<br />1;jp, AL T141,iZ4*
<br />Professional ReguiWon.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being Issued an Evaluation Report as described heroin, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets
<br />4,41
<br />been verified for compliance in accordance With the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />------
<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 />I
<br />14, 15,
<br />STATE OF
<br />at least equivalent to that required by the Coda
<br />17, 18, 19, 20 26 and 26 of 26, of Prod uct Evaluation Document (P.E.D.),
<br />drawing No. 20,176,
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />N4
<br />a Building Code change that may affect its limitations and conditions
<br />5—INSTALLATION,
<br />HIIIII00
<br />Installation shall be performed strictly in accordance With details indicated on
<br />2. E'liRIDENCE SUBMITTED.
<br />sheets 3 thru 7, 10 thru 20, 23,24 and 26 of26. of Product Evaluation Document
<br />VVAML
<br />D;� TILTECO. AbMPN RECORDS P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC 20 GAGE
<br />2.1. PRODUCT EVALU .71ON-DOG
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELk DRW3 III MI 76 % REPORT If 200728.01
<br />,___UMEKTW_
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEU',
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared byTilleco, Inc.; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20AT6.
<br />Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part R
<br />Evaluation Report.
<br />..........
<br />EN,9,'
<br />k 441i7
<br />"4167
<br />STATE OF
<br />r
<br />s�,
<br />6355 N.W. 36th Strea, Mte 305, Miuni, Flar ida 33166 - Pbone: (305) 871-1530 -
<br />GIENERAL
<br />&3) IN CAM THAT PRECAST STONE OR PRECAST CONCRETE PANELS. STV= OR WOOD 80AM BE FOUND ON nit
<br />0" RE Ifn am
<br />MMATON
<br />EXISTING WM.L. ANCHORS SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS.
<br />1. STORM PANEL 5HOVrM"0NTAS1P4RWX9T OMMMt (P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN
<br />ANCHORAGE SHAU BE AS MENTIONED IN 9.1) AM IN
<br />ACCORDANCE WITH THE 2020 t7M EDITION) OF THE FLORIDA BUILDING CODE
<br />(C)
<br />DESIGN WIND LOADS SPIALL BE DETERMINED AS PER SECT" 1620 OF THE ABOVE MENTMNO CODE,
<br />FOR A CEO SPEED AS THE JURISDICTION WHERE THESE SHUTTM WILL BE IWAULM An
<br />1/4-OPTAPCON P�4ROFtS.�ASnVANOUFAgMgl^l�D-�12,��'W'I IFURM, INt
<br />14-10 PANELMATE FEMALE 0 Mo PAINELMATE PLUS ANCHM. AS MANUFACTURED BY ELOO CONSTRUCT" PRCIDUCTEL
<br />CTIONALM F=EFF
<br />FOR A 0,06' USING ASICE 7-16 AND SNA14 HOT 9=0 THE MAXIMUM (&SO.)
<br />1� 4'# L44 SCREWS PER N.C.S.
<br />DESIGN RESSURE RATINGS INDICATED ON SHEET 7 THRU 12. 14, 15, 1% 19 A 20,
<br />5/8' WOOD BUSH040, AS DISTRIBUTED BY ALL POINT SCREW. SOLT A SPECIALTY CO,
<br />IN ORMR TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOWS DETERMINED PER ASM 7-to
<br />SHALL BE FIRST REDUCED TO AAM DESIGN WIND LOAD$ BY MULTIPLYING THEM BY OB IN ORM TO
<br />C-1) MINIMUM "WED POCTRATION INTO WOW Of TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PANELMATE PLUS
<br />COMPARE THESE W/ MAXL (A.ST)) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, 15, 111, 10 & 20.
<br />AND PANELMALE FfAIALE ID�
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PEO AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE
<br />C.2) NW==E1j=41=OF LAG SCREW. IWO THE WOOD FRAME UNIT SMALL BE 1 1/2�. NO THREADED
<br />BE CONSIDERED AS PART OF THE REQUIRIED 7IMENOW PENCITLAPON,
<br />STRM FOR "D LOADS WAS AM USED 04 THEIR_ANALYSIS� FASTENERS SPACAqG To Wow HAS SEEN DETERMINED IN
<br />ACCORDANCE WITH NO,& M&
<br />C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOOD 94ALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANELS AMILIACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED K ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE EN41NEERING & TESTING INC. REPORTS S6-50. 9&-570 111 96-T30 AND
<br />C�4) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 310`� 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />FENESIPATION TESTING LAS. W REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
<br />SHOULD STUCCID DUST. AND I' MINIMUM FOR WALLS WITH NO STLICCC.
<br />AS WELL AS AMMCAN TEST LAB OF SOUTH FLORIDA REPORT 102,51.01-09. AS PER TAS 201, JAS 202 AND
<br />TAS 203 STANDARDS.
<br />C3) IN CASE THAT PRECAST STOW OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE OWING
<br />2� ALL ALUWNU%I EXTRUSIONS TO BE SM-To ALLOY AND TEMPER. (LMM OTHERWISE NOTED). SEE SNEEr 2.
<br />WALL AMOORS SHALL BE LONG 04OLM TO MACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE 94AU BE AS MUHTIONED IN CA). C.2) & CA)
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAM HAVE 3105-H14 ALLOY,
<br />(0) ANCHORS SHIALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOA*S MANUFACTURER.
<br />4. ALL STEEL SHM METAL PAWLS 94ALL RAVE STRUCTURAL DUALITY SFCEI_ AMU A-653 GRADE 50 MINIMUM, 0-60
<br />GALVANIZED STEEL DESKINKTION W/FY- S&S W (AFTER ROLLO).
<br />8- PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN Om SECTION 3 THROUGH 10 (SwErs 4
<br />THROLMH 6) EXCEPT THAT WADERS Q & Q SHALL NOT BE USED
<br />5- ALL SCRM TO BE STAMM STEM 304 Oft 316 AM SERIES OR CORROSION RESISTANT COATED CARBON Slu AS PER
<br />ON 50010 W/ 50 AN YIELD STRENGTH AND 90 W TENSILE STRENGTH dr SHALL COMPLY W/ FLORIDA BUILDING
<br />9 If SMALL BE THE REWONSIBUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE S7&X7URE WHERE SHUM 15 TO BE
<br />SECTION 2411.3.3-4.
<br />ATTACHED TO INSURIE PROPER ANCHORAOF_ THIS SHUTTER SHALL ONLY BE ATTACHED TO MCRM St=X OR WOOD FRAME
<br />BUILDINGS.
<br />5. BOLTS TO 13E ASTIA A-307 GALVANIZED STEEL OR AISI 304 SERIES STAMM STIM, WITH 36 W MINIMUM YEW
<br />STRENGTH.
<br />10- EACH REGULAR STM PANEL WITH U5NGTHS GYM W-0 THROUGH 12'-4*, AS PER SECTIONS IT, & 9 a 10 AND ALTERNATIVES BW,
<br />9W & IOW & 12 RESPECTIVELY, SIALL HAVE A tZAKE *0 READILY VISIBLE MARONG WMUCW OWNER OR
<br />7. ANCHORS TO WALL SHALL BE 05 FOLLOM
<br />a0%3LS6
<br />TEHIANT TO , E WITH APPLICABLE DURING POWDS OF HURRICANE WAANNIG�
<br />(A) T"N9W.TZdU?
<br />1/4'0 TAM" ANCHM AS MANUFACTUNEO By I.T.W. SUILDEX. INC. OF,,, f1_3tS2
<br />11, THE INSTALLATION CONTRACTOR IS TO SEAL/CAUUK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WIM
<br />TIC BUILDING 10 PREVENT WING/RAW INTRUSION.
<br />/4w a x 7/W CALK -IN ANCHORS. AS MANUFACTURED BY DEWAT INC� (". ro-3000, p�al)
<br />/4"11 . Ve SOW-%T ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO
<br />12. STORM PANEL IMALLAUM SHALL COMPLY WITH SpEtS INDICATED IN THIS DRWNG PLUS ANY BUILDING AND ZONING REGULATIONS
<br />(hift f'..3000
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />- #14-10 PANELMATE FIDI 0 & PAHELMATE PLUS ANCHORS� AS MWUFACTURED BY am CONSTRUCTION PRODUCT&
<br />CMIN. #*C-3350 P�i)
<br />13, (a) THIS PRODUCT VAIMATION DOCUMENT (P.E.M) PREPARED BY THIS ENGINEER IS 006-MC AND DOES NOT Pf*MDE INFORMATION
<br />- 11CP CF TAP -GRIP ANCHORS. AS MANUFACTURED 13Y TRU-IFAST CORPORATION (f.-MOO p,.1)
<br />FOR A SITE SPECIFIC PROEM, La. WHERE THE SITE CONDITIONS DOME FROM THE P.F-D.
<br />A 1) MINIMUM DABOMENT OF TAPCON AN04M INTO POURED CONCRETE SHALL BE 1 3/4' 2- FOR PMELMATE FEMALE
<br />(b) CONTRACTOR -TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUVAS LIFE SAFETY OF THIS PROD=
<br />BASED ON IRS PE.M PROVIDED "HE GOES NOT DEVIATE FROM THE CONDMOM MIALED ON THIS DOCUMENT.
<br />0 AND PAMENALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCHM.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONtRACTOI RESPONSBUITY.
<br />A-2) CALX-1N & SDUD-SET ANCWRS %LALL BE EMBEDDED 7/s- INTO THE POURED CONCRETE No EMBEDMENT INTO
<br />THIS PRODUCT EVALUATION DOCUMENT WIU. BE CONSIDERED INVALID IF MODIFIED.
<br />STUCCO SHALL BE PERMITTED, 1/4" 10-20 SCREWS USED 94AU BE 1 1/2* LONG MINIMUM SHOULD SrUODO EXIST,
<br />NO I* MINIMUM FOR IIALLS WITH NO STUCCO. AND WAY BE HEADED SUREWS OR ALL THREAM SCREWS W/O WAD.
<br />(d) SITE SPECIFIC PROIECTS SHAU BE PREPARED BY A FLORIDA REGISTERED DIGINEM OR AROMCT WH� WILL BECOME M
<br />BUT WITH WING N=.
<br />ENGINEER OF RECORD (FO�_= PROACT APO WHO WILL BE RESPONSIBLE FOR THE
<br />PROM USE OF THE PI-D. RECORD.
<br />A-3) IN CAM THAT PRECAST STOML PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />Or ACTING AS A CELECATED ENGINEER TO THE
<br />PZO� ENGINEER, SHIAU, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL BE LUC DOM TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2).
<br />(a) THIS PS 0 4' KAR THE WE AND ORCIKAI. SM AND SIONATUFIE OF THE PROFESSIONAL
<br />DORM OPIMMORG IMT PREPARED IT.
<br />(B) TO EXISTING CONCRETE
<br />1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BUILDEX, INC.
<br />1/4* 0 9 7/3' CALK-N ANCHORS, AS MANUFACTURED BY DIDNALT INC� (MIN, F1500
<br />14 SHUTTER MANUFACTUREWS LAM SHALL BE LOCATED ON A READILY IASFSLE LOCATION AT STORIA
<br />PANEL SHUITTER IN ACCORDANCE WTTH SECTION 1709.2.3 OF FLORIDA BUILDING CODE. ONE LAISM
<br />p."�)
<br />I X
<br />/4'd 3le SOUD-SET ANCHORS. AS DISTRIBUTED, BY ALL PONT SCREW. SOLT & SPECALTY Co.
<br />SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTOR 17051.91 OF 'ME
<br />FLORIDA BUILDING COCF_
<br />I.
<br />(MIN ' _tENDO P-L)
<br />#14-10 PANtLMA7E FTMALC 0 AND PANELMA-TE PLUS ANCHORS. AS MMWACPJM BY ELOO CONSTFUCtION!
<br />5i;��*-a T"AL ONLY BE USED TO
<br />If
<br />PRODUCTS (MIN� t'a-2071 p�..I.) I'MI4011 IN THE STATE OF FLORIDA
<br />1/4* 0 CF TAP -GRIP ANCHOOS, AS MANUFACTURED BY TRU-FAST CORPORATION ��Vk
<br />A. Ttq%
<br />COA0.1) MINIMUM EMBEDMENT OF TAPOOW ANCHORS, ELCO PANELMATES AND CF tAP-CRP ANCHOR. INTO THE
<br />FLORIDA BUILDIK OWE (High valaefty Ho DO
<br />4�'
<br />MO" UNIT WALL at 1 1/4-� 42aac 1ILTEC01 M 20 GAM GALVAWM SM SMRM PAMEL
<br />NO.
<br />9.2) CA19_4N & SOUD-SET ANCHOSS SHALJ, BE EMBEDDED 7/5- INTO THE CONCRETE BLOCK UNIT. go 4
<br />INTO STUCCO SHAJ.L BE PERMITTED, Ile 0-20 SCREWS USED SHALL BE 1 1/2' LOK MINIMUM SHOIJ
<br />�LML Pwxcrm PRoDucm.
<br />EXIST. MO I' MINIMUM FOR WALLS WITH NO STUCCO. QTA
<br />up-1
<br />1)
<br />INUALLADON DETAILS FOR REGULAR PASELSQ) &
<br />1131-W 16a1Q.11,1139 LUM111166M kMOkOr.1r. MM
<br />COMOREM ANCIAINS
<br />(SEE 501MULE ON ;,v
<br />NHMTS a THINNUMN
<br />soeovu: ON
<br />POURED -A 0-em 8 T—RW" 6) A
<br />t_U2 3 EXISTING nuffim
<br />WOUIR
<br />t Oak
<br />Ilr
<br />QUIN, 10 CIASS.
<br />27
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<br />-4mo
<br />elm =0
<br />12 Vr Ot.
<br />D- 12 I)r EnuMm F,
<br />I T,
<br />CONCRETE BLOCK CONCRM
<br />REQUIRED, 99!10�
<br />�?l
<br />A
<br />CA400M
<br />1,
<br />'_k4
<br />Nav'
<br />SHRETS a THROW 9)
<br />WALL KING
<br />IMP
<br />CEILING ANQ &M UOUNIT111id
<br />]WILLI Ma W
<br />M
<br />go ALFMM Akul Our MOUNTING
<br />E.D. -(NfE=,11ECN
<br />SIX 11KNONAE
<br />00 sww a
<br />W,1=010N
<br />SHIMS 8 & 9)
<br />CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />opr
<br />EXISM
<br />CONCRI
<br />REOW
<br />COUNG Ayn 13 g I wnNG
<br />Mo I
<br />W*17A
<br />---------- -------------
<br />END UP
<br />W/ HEMMED EDGE: A
<br />Aw
<br />139MMIC YIEW QUAIL A
<br />ROUNDED COMER 0 ENDS, Of PANELS
<br />END UP W/ HMNED EWE.
<br />(N.T.S)
<br />(1) 2-ArX1 /4"
<br />ALUMINUIII ANGLE
<br />I I Li ECO
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />�ElfRA. ULLJ� 5_ ry. fil
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0727.02
<br />DATE- July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY.- Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Product% LLC
<br />4800 S.W..51 Street
<br />Davie. Florida 33314
<br />1. PURPOSE OF EVALUADQN:
<br />This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 10 of the Florida Department of Business and
<br />ProNsslonal 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 'he
<br />Florida, Building Cocle, 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 SUSMITTED:
<br />Z1, PRO -DUCT EVALUATION DOCUMENT (P.E.
<br />Drawing No. 26-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712G20. This drawing is an integ
<br />mil
<br />Evaluation Report.
<br />—
<br />6355 N.W, 36th Streo, Suite 305, MiamL Florida 33166 - Phofte: (305)
<br />LON! IWIM _411111 141; to) A 9 V*111111V WMIll 19 4 W-V 9, 3 k fA 1-11 t-61 X OJI
<br />Mr
<br />Lee
<br />.0 AWO
<br />NICKEL
<br />a -
<br />WINS NUT
<br />ALTERMATMELY. USE "NO Off W/OUt
<br />MONIX11M WISHER W/ ADDITIONAL
<br />M),
<br />(TOTAL
<br />ED:
<br />ZL t
<br />;E
<br />EDGE
<br />MAIL 2 LHIDAMED TYP.
<br />L AIL A 48S
<br />END STORM PANIEL
<br />304 Som 304 SERIES
<br />I -ss. STUD IINM S.S. sm RIVE�
<br />'S'
<br />70 AN= 0 a
<br />12 -1/ Ir M.
<br />.093r ;7
<br />SEE
<br />2 DOG
<br />. r -
<br />BETAIL
<br />0"Aft. I
<br />_XD,
<br />I M-7
<br />M
<br />CONCRETE AKNOMS
<br />M.37=10 —A)
<br />UXM3/0!- I -A -9—
<br />NEW I' WADE . VARZ 1/9'
<br />141" AUUM' TIUSEOR I
<br />NO P.T. WOOD PLATE SPACM
<br />NEW I* WIDE a VARIES x 1/0*
<br />ALUM. TUBE OR I' x VAMES
<br />.U.JMPLATE SPACER
<br />CK
<br />CONCRUS MICHORS
<br />(SEE SCIMILE ON
<br />SHTETS 8 THROUGH 9)7
<br />CONOVETE wora'aw
<br />REQUIRED 'wa's YAW
<br />WALE 3,
<br />DJUIL FOR WAGERS IMOVIRF11 AT QR
<br />AMU Tmcn WA M ==QJA=D UM
<br />TOO 011, .7w
<br />I
<br />.108 25 00-M 30. SUM
<br />Be
<br />RWETIGI TO
<br />.375' ANOU 12 Ilr 0
<br />F
<br />AILI
<br />1.063, 1343 082
<br />2r
<br />1 .080'
<br />.825* 9J
<br />VACK ANGLE (R 3X *r— TUM 0 nAT PIATED
<br />WITH STUD
<br />K CaM.
<br />af r.
<br />, BE
<br />aaM
<br />3
<br />J
<br />it _J
<br />ME A �LAVI 1.
<br />40
<br />SCALE 3/le-1- wa~
<br />w Iv.
<br />1/4'
<br />MIND 0%At
<br />Svc" S/s.
<br />V= DWAMM VAL
<br />(Sit SCHEDULE ON
<br />it & s)
<br />N OF 5
<br />TOP BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION. CqCrV,,(.P.WQ
<br />I
<br />Z2.MTREPORTS:
<br />Large missile Impact load'losts 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 ASTM E-330. Test reports, prepared by American Testing
<br />Lab of South Florida, Report# 0814.0f�01 dated 03/11102 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 February 25, 2009, signed and Sealed by Edmundo
<br />Largaospecla, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 16091.2 of the Florida
<br />'Building Code. Test Report prepared byArnerican Testing Lab of South Florida,
<br />Report No. 11123.01-110� dated November23,2010, signed and sealed by Julio E.
<br />Gonzale7_ P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM It-8 and Tensile feet as
<br />per QC: Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and Sealed by Jerry Jeciofano, P.E. as per ASTIM 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. Cak;ulatlons prepared by Tilteco,
<br />Inc -dated 12/18110 and 08/27113 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:,
<br />Large missile Impact under section 16691.2 of the Florida Building Code, as per
<br />SSTID 12-99 Standard and TAS 201.
<br />4. V
<br />MIND LQADS: RESIS.,TANCE:
<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, 11i
<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 shvtter assembly, as per SSTD 12-99 Standard.
<br />000kItA1011111iff, 't
<br />67
<br />STATE F
<br />R
<br />PRODUCT EYA1,UATX"UQRLWLJLQU= 3
<br />5. INSTALL—AT-10N.
<br />Installation shall be performed stridtly in accordance With details indicated on
<br />sheets 3 thrij 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, 1 a� 14, 1 15� 15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t.__MAPEMAL_G��� �SECI �CnQ�N-
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of I a, of Product Evaluation Document (P,E.D.), drawing No.
<br />,20-175.
<br />Anchor specif [cations shall be as Indicated on sheet I of 18, of Prod vot
<br />Evaluation Document (P.ED,), 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 I of 18 of Product Evaluation Document (P.E-D.), drawing No, 20-175
<br />prepared byTilteco, Inc. and signed and sealed by Walter k T11111. Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the Florida Building Code,
<br />7.3. Produclshall only be Installed into poured concrefte, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by WalterA. T1111t, Jr., P.E. (Florida License
<br />No. 4067), President of Tifteco, Inc. (Florida CA-0006719Y.
<br />s
<br />7
<br />WATILL
<br />D:I TILTECO ADIVION RECOR CIS k P, E. REPORT.20 % GLUb/AL PA/O%,; ;,RNP S. L AGE
<br />ED§ jtff
<br />(3,0ILVANIZEDSTEFLSTORM PANEL WRWG*2OA75�RFPORT#2M727. _ § *AA
<br />ORID ,', -
<br />........... �IQ010-0'
<br />ONACE �0'
<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/1O. 6W/1 I & 7W/11
<br />-3: MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHOEIS 8, M"
<br />I FOR WOOD SEE SECTIONS ON SHEETS 10 It I I vm�j
<br />r-T-1 I
<br />6
<br />/ V
<br />IM, i6 ra P,�
<br />UNBOLTED PANELS
<br />(SEE AS 8011 W/ 7/0* X 3/32'
<br />0 EA_ OVERLAP
<br />(SEE SECTIONS AS APPUCA&E)
<br />4 + 6
<br />r MAX: 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, Mot.
<br />IW/10. 2W/10, 3W/10. 4W/10, 6/5"
<br />5W/10. 6W/II & 7W/11
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 9__
<br />FOR WOOD six SWTIOW ON SHEIEFS 10 & 11
<br />REGULAR STORM PANELS d) & Q ELEVATION
<br />11r Mo.. GAP
<br />(MINL OVERLAP -1 WOKU VALLEY)
<br />AKDAP
<br />M Y,
<br />LiA EN FLORIDA OUILDINO CODE fth 11141�"Hyy HU come Zone)
<br />430211 Tum INC. 20 UM "LVARIM STUL STORM PAKIL rp.
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<br />SEQIIQN A- **. —
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<br />441
<br />iNsTALLMION 12EIAlLs Egg REGULAR PANELSCD & &A
<br />INTO EXISTING POURED QQtICRETE OR CONCRETE BLOCK USUCTURES
<br />r-W.R&MUCK
<br />mum CONCRETE ARCHDRS REQUIRED ANCHM REQUIRED
<br />_9&1r_ ON
<br />F
<br />SHEET 9) SHEET 6)
<br />C
<br />1E,
<br />ar
<br />.3
<br />MR 2 OWN &W 0
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<br />40 77 , M/
<br />777 7 71
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<br />i WINO NUT
<br />7/8
<br />.1 DDNCRM ANCHORS
<br />L—MST
<br />GOMM Awmft 'MM ON
<br />L—tm ScHaw ON
<br />SHW 4) L—M—.O%S—. ON
<br />.—WI=E 01,
<br />DIREEr AND WAL
<br />,I M UNTING DIR_= MOUtMNO
<br />SCALE 3/4-l' WALE
<br />ED. - EDGE OWANCE HM WE COURKIINION OF
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SUrr ANY
<br />INSTALLATION.
<br />__ANCHOR& FOR CONCRETE SEE SCHEDULE ON SHEET
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />Ww VALLM
<br />—MOKIM MR CONCRETE SEE SCHEDULE ON SHEET 0
<br />FOR WOOD SM SECTIONS ON SHEET 12
<br />REWIAll STORM UUMN
<br />1/4* MAX. GAP
<br />2.67*
<br />Oft OVERILAP -1 WHOLE VAULXY�
<br />-A I - r 11 -7-%�-
<br />1/4� MAX
<br />SECTIO14 A —A (�Ma
<br />SCALE 3/32--1
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<br />SHEET NO.
<br />SH 1 .0.
<br />
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