|
I.
<br />n L ECG? ifrytc_
<br />TILUT TESTING & ENGINEERING COINFANY
<br />kRb91CT ,2
<br />TEST REPORTS. 2.
<br />2.B.
<br />Large missile impact` and fatigue load tests were performed under Protocol T
<br />r9g e pe rid s AS
<br />201 24 s section 62fi of the Florida
<br />3 a per 1 e Building Code. Uniform static loads
<br />EW Rr_iTE)NRUAJNQ.2072S:D1Z 3'
<br />MATERIAL CHARACTERISTICS D SPECIFICATIONS:
<br />Shall be strictly In accordance with General Motes and Components indicated on
<br />sheet 1, 2 and 22of 26, of Product Evaluation Qooument (P.E.D.), drawin
<br />WAT.Thgt A. TT 1R . LLIT P , tilts IMD],CC
<br />NL PJ3. CIItirPA.$A:N4147
<br />FICA: L.6-NIL OW6119
<br />as per TAS 202 Protocol Testreports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications •shall be as indicated on sheets 1 7 and 21 of
<br />Testing,Inc. Re - 90910911996,_ .ports # 96 56 dated #96 574 dated 09l18f1996;
<br />,
<br />26, of Product Evaluation Document (P,E,D,}, drawing No. 20 176.
<br />PRODUCT EVALUAT N DEPORT
<br />#96-T3t7_dated OW2011996 all three Signed and sealed b Hector M. Medina,
<br />P.E,, Fenestration Testing Laboratory; Inc. reports # 2032 dated 0411611098 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.: 204728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E_
<br />7.1. Shall strictly n i withGeneral be stn y i compliance Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2000,
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT CATEGORY: Shutters
<br />_
<br />signed and sealed by Frank Grate, P.E.
<br />b Tilteco, Inc, and si ned and sealed b Walter A. Tillie Jr, P,E.
<br />prepared Y 9 Y ,
<br />--
<br />PRODUCT SUB. CATS
<br />SUB -CATEGORY- Storm Panels
<br />2 T
<br />��R�_ RAH- ENGIN RING CA U N5:
<br />CT41 E� L�LP)TJS}
<br />2. Product be installed ' 7. Prod c may 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 load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Pmtmon PM7wagb r
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall onlybe installed into poured concrete concrete to
<br />p block, and
<br />A
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated I1103/08 and 03112115, signed and sealed by Walter A. Tillit,, Jr., P.E.
<br />Davie, Rorida33314
<br />PURPOSE OF E7ATIfN,
<br />3 ��SIL �..IM'A�T.SI TANCE
<br />Product Evaluation Rapart repared by Walterr A. TI lilt, Jr., P.E. (Florltla:L, ce.n.
<br />se9
<br />This is a Product Evaluation Report y saved b' Walter eP I to A. Tillit, Jr:, P.E. (System
<br />Large missile impact under section 1626 of'the Floridaa Building Code, as per
<br />No. 44167), President of Tliter,a, inc.,(Florida CA 0006719
<br />ID # 1906) to the Global Protection Products, LLC, Rule (Chapter No.
<br />TAS 201 Protocol.
<br />WWA HMHHRNr
<br />61 G20.3, Method 1 D of the Florida Department of Business and
<br />I WILD LOADS RESISTANCE:
<br />VA4SA A Tt Z "A,
<br />. ��1�
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />FaQ��,y
<br />.`$; �\f,ENSe' y
<br />This product is bet Issued an Evaluation
<br />p rig lss a uation Report as described herein, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15,,
<br />-
<br />--�-'itn 1 7 �: -
<br />�� 4A 6
<br />_ .
<br />been verified far compliancemaccordance-
<br />wrth the 2020 Seve ho
<br />Seventh f he
<br />16 19 25 and 26 of 26 of Product Evaluation Document P.E.D. drawing
<br />(P.E.D.), ra rig No.
<br />_
<br />-
<br />_ x
<br />. Tk•
<br />•20.176.
<br />Florida B F r Building verify
<br />dm ode and to I u e that
<br />h t he product is for the. � I
<br />9 fy P d o purpose ITtended
<br />p p
<br />Maximum AnciTor Spacing shall be_as lndicaled on sheets 8, 9, 1Q, 11,
<br />�#.
<br />.o STATE 0 P Gc
<br />at least equivalent to that required by the Code.
<br />5, 1?, 18, 19, 20 25 a!"•t 26 of 26„of Product Evaluation Document {P.E: b:),
<br />drawing' No.20.176.
<br />•, gl �,�.® �,:�
<br />- ' y s •..<0RiL1,,
<br />This Product Evaluation R sport shall be subject review and revision in case of
<br />A. INSTALLATION:
<br />��
<br />AA7irflNi ALM„A4"`�
<br />a Building Code change that affect its limitations and conditions
<br />Y
<br />Installation shall be performed strictly in accordance With details indicated on
<br />2 EVIbENCE SUBMITTED.
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D:A1 T LTEC4 ADMON RECCYRDS f P. E. REP20 ORT 19LOAAt PROTECTION PRODUCTS, LLC 1,20 GALE
<br />�., PRODLiCT EVALUATION DOCUIVIEN7 .E.Dt:
<br />(P,E.D.), drawing No. 20.176, Minimum separation to glass shall be as
<br />GALVANIZED STEEL - N 1DRWGAM 7:.
<br />ZED TEE STORM PA. EL T 6t REPORT.NR 20-0728.09
<br />a ,,
<br />Drawl No. 20,1 6 titled E 7 20 GAGE GALVANIZED
<br />,EL STORM PANEL-
<br />Indicated on sheets 8 14 25 and >26 of 26 of Product Evaluation Doc e
<br />, 16,d ctDocument
<br />'
<br />,
<br />she 1':
<br />eta thru 26 of 26 prepared byTllteco, Inc,, signed and sealed by Waiter A.
<br />P ,D. drawing -
<br />(,E ), awing No.20 176.
<br />Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part
<br />Mil ni111 Pilr
<br />Report, T,
<br />0tpA ,
<br />0 TZti,4
<br />yEvaluation
<br />104 Ns�°p y
<br />s�� }DENSE ".s
<br />_
<br />167
<br />No, 44167 =
<br />{
<br />STATE OF
<br />°� AFOP sr
<br />0R10 :' a
<br />6355 N,W, 36th Stireet, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -��
<br />!
<br />ONA�
<br />' tfrN INMTHH
<br />GENERAL NCTIM,
<br />9.3) IN CASs THAT PROGAW STORE, OR PRECAST CONCRETE PANELS. 51UC0o'OR WOOD ✓ OARDS TE FOUND ON THE
<br />0".MR 20 QW 039MQED S11DD. sRe•Mr FAMIaa)
<br />]DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REICI THE MAN STRUCTURE. BEHIND SUCH PANELS,
<br />1. STORM PANEL SHOWN OTi Tt PRODUCT EVALUATION DOCUMENT (P:ED.) IH45 BEEN VERIFIED FOR COMPUANCE N
<br />ANCHORAGE SHALL BE AS MENTION@ IN. 8.1) AND N 02).
<br />ACCORDANCE WITH THE 2020 (7U. ED ? OF THE flARIDA. BUTLONG CODE
<br />le) I�nMsrNMND WVOEMI tuXN cx•� •,yflANtt. C n A5 iAld,}
<br />DESIGN 'AUNT LOADS SNAIL BE DETERMINED AS PER SECTION 1620 OF THE ABODE MENTIORM CODE,
<br />FOR A WIND SPEED AS AODWIRED BY TFE JURSDICTIOM WHERE THESE 5HUflERS N1MC ;E NSTALLE'D AND
<br />- 1/4.0 TAPCON ANCHORS, AS MANUFACTURED, BY IV,*, BUIRDEL. IW-
<br />- #14-10 PANCUTATE FEMALE MT AND PAM-WAVE PLUS ANCHORS, AS MANUFACTURED BY ACO CONSTRUCTION PRODUCTS.
<br />FOR A OWMIGHALRY FACTOR Kd-O.85- USING ASCE 7-18 AND SHWl NOT LxDEED THE MWWM MA D.)
<br />- 1/4'A LAG SCREWS. PER WOS.
<br />DESIGN PRESSURE RATINGS NDIOATED ON SHEETS 7 THW 12. 14, 15, 16. T9 & 20.
<br />- 7/16'I x S/8' WOOD BUSHNG. AS DISTRIBUTED BY ALL: POLAR SCREW, BOLT & SPECIALTY CO.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN W9IO LOADS DETERMINED PER ASCE 7-16
<br />SHAIJ. FIST REDUCED Ttr AS.D. OESGN YARD LOADSBY NULTIPLYINO THEM BY 0.6 IN ORDER To
<br />C,1) MINUAUM THRFADEU PET87RA710N INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PAW.MATE PLUS
<br />COMPARE THESE W/ MAX (A3.D) OESIf7! P12ESSLOE RATMNGS MNDIGAtED RN SHEETS 7 iriRU 12. F4, 15, 18, 19 & 20,
<br />AND PANELNMAE' FEMALE W.
<br />INORDER to VERIFY71HAT ANCHORS ON THIS P.E.D. AS TESTED WERE NUT OVER STRESSED, A 33% NNCRFItiE INC.2)
<br />At.LOWABLE
<br />MINIMUM TIMADED PENETRATION OF LAG SCfiM INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO THREADED
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATIOR.
<br />STRESS FOR MIND WADS WAS tl4L USED IN TAM ANALYSIS. rASIENERS SPACING TO WOOD HR4S BEFtN 0 N
<br />ACCORDANCE WITH NO.S. 2018.
<br />C.3) MINNU M EDGE OWAHCE• OF LAG SCREWS. INTO WOOD SWILL BE AS INDICATED IN THIS DRMWNO
<br />STORM PARWS ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WIN SECTION 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER HIR (WANE ENGINEERING & TESTING INC. REPORTS 9&-569. 95-570 & 26-TW AND
<br />C.4) MtFYUAI PENETRATION OF MWoO BUSHING SHAH BE 5/e-. I f4' P-20 SCREWS USED SKILL � 1 t /2" LONG MINIMUM
<br />FEN6TRATTON TEMW LAB. INC,, REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
<br />SHOULD SNCOO DUST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL AS NRARDS. TEST LAB OF SOUTH FLORIDA REPORT #0219.01-OB, AS PER TAS YO,, TAS. 202 AND
<br />TAS 20 STANDARDS.
<br />O,5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />2: ALL ALUMINUM EXTRUSIONS TO BE 6063-TS ALLOT` AND TEMPER. (UNLESS OTHERVA E. TIMM), SEE SHEET 2,
<br />WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MWnOWD IN CA), C.2) & C,4)
<br />J. AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL. HAVE 3105-H14 ALLOY,
<br />(0) ANCHORS SAL BE INSTALLED FOU.00ING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCH OWS MANUFACTURER.
<br />STEEL. ASTM A-853 GRACE SO MINIMUM, 0-60
<br />4, ALL STEEL SHEET MEIALSIG PANELS SWai HAVE W (AFTER
<br />GA vANN2ED STEEL DESIGNATION ON W/FY. 58.5 kW {AFTER RODEO)•
<br />ROLLED).
<br />8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THROUGH 6) EXCEPT THAT HEADERS (I) & Q -LL NOT BE USED.
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES ON CORROSION RESISTANT COATEDCARBONSTEEL AS PER
<br />50 Hui YIELD STRENGTH AND 90 ka7 TENSILE SfRO#',RH & SHALL COMPLY Wf FLORIDA BUILDING ODOE
<br />9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />SO 1 .3.3.4.
<br />SECTION 24.
<br />ATTACHED TO INSURE PROPER ANCHORAGE. INS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />BURDINGI
<br />S. DOLTS TO ES ASTM A-307 CALVANIZED STEE. OR AUSI 304 SERIFS STAINLESS STEEL. WITH 36 Iui MINIMUM YIELD
<br />STRENGTH.
<br />10. EACH REGULAR STORM PANEL WITH LENGTHS OVER S'-8 THROUGH 12'-4, AS PER SECTIONS 6. & 9 & 10 AND ALIEHNATNES 8W.
<br />7. ANCHORSTO WAD. SHALL BE AS FOLLOWS:
<br />SW & ROW ON SHEETS S, 6 & 12 RESPECTWaY; SHALL. NAVE A LEGIBLE AND READILY VISIBLE MAWK INSTRUCTING OWNER OR
<br />TENANT To SECURE PANELS WITH APPLICABLE REINFORGOOR DURING PERIODS OF HURRICANE WARNNG.
<br />(A) TO ;[X3SRND._ RED I`SANCSM:
<br />1 T, THE .INSTALLATION CONTRACTOR MS TO SEAL/CMAX ALL SNUMA COMPONENT EUO£S WHICH ADIAIN IN CONTNUOUS OOMTACT WITH
<br />- 44T 1 APCON ANCHORS AS MANUFACTURED BY LT.W- 9UILbEXV+.. YG•39 s:e..
<br />/ INC.NC 92
<br />( A )
<br />T
<br />THE 9UN.DIN6 7o INEVENt WAN INTRII
<br />D/RAN SWN
<br />- f 4` 4 a 7 8 CALK -IN INCH AS ORB. MANUFACTURED BY ( pAr,i-)
<br />INC. MIN. ,LT
<br />f /Cf • 3/4 SOUR -SET ANCHORS. AS OSTRIBUTED BY ALL PONT SCREW, BOLT & SPECUM.IY CO.
<br />L POIN & SPECIALTY
<br />12, STORM PANEL tNSTALIATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY fM11LDINC AND ZONING REOLR.AT10N5
<br />(M6n. /'G=3DOO P.al.)
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />- +14-10 PANELYATE FEMME 1) & PAWLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS:
<br />(MBA• V4 33S0 p.L)
<br />13. (G) THIS PRODUCT EVALUATION DOCXUMENT (P:ED,) PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />- I/CI CF TAP -GRIP MCHORS, AS MANUFAMIRED BY TRU-FAST CORPORATION (fG 3800 p.•,7.)
<br />FOR A SITE SPECIFIC PROJECT: L.. WAN THE SITE CONDITIONS DEVIATE FROM THE PX a
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE t 3/4'; 2' FOR PMffLMAIE FEMMALE
<br />(5) CONTRACTOR TO BE [ABLE FOR THE SELECTION. PURCHASE AND INSW3ATKX4 INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT OEMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT,
<br />10 AND PANEMALTE PLUS AND 1 1/4- FOR CF TAR-GRP ANCHORS.
<br />CONSTRUCMN SAFETY AT SITE S THE CONTRACTORS RESPONSIOMN
<br />A.2) CAL( -IN & $DUD -SET AN040R5 SHALL BE EMBEDDED 7/8- WO THE POURED -CONCRETE. No EMBEDMENT INTO
<br />(G). THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVALR IF MODIFIED.
<br />STUOCO SWILL BE PERMITTED. 1/4- I-20 SCREWS USED SHALL BE 1 Tf2. LONG M94MUMA SHOULD STUCCO EXIST,
<br />NO i' MINIMUM FOR WALLS WITH NO STUCCO, ]MID MAY BE HEADED SCREWS OR ALL TNREAOED SCREWS W/O HEAD,
<br />(d) SITE SPECIFIC PROJECIS SHALL BE PREPARED :BY A FLORIDA. WGISTERER ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WARG NUTS,
<br />ENGINEER OF REO7W7 (EOA.)) FO�R THE PROJECT AND WHO WILL BE RFSPONSIBI.E FOR THE
<br />PROPER ENONCER
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PA ILA PAVERS, STUCCO OR *000 BOARDS BE FOUND ON THE
<br />rSE OF 711E F.ED. OF RECORD. ACTING AS A DELEGATED P40NM TO THE
<br />PJ D. ENONETA. STALL. SUBMIT TO THIS LATTER THE SITE VMFIC DRMIN IS FOR REVIEW.
<br />OWING WALL OR FLOOR, ANCHORS STALL. BE LARD ENOUGH TO REACH THE MAN STRUCTURE 804140 SUCH
<br />PANELS, ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A2).
<br />(4) THIS P.E.D. SHML WAR THE DATE AND OWGMUL SERL AM SNNATURE OF THE PROFESSIONAL
<br />ENINEER OF RECORD THAT PREPARED IT.
<br />{B) 1'�rii+S9 C NCRBTE QGK WNA ASTM C ^ 1
<br />- 1/4- • TAPGVN ANCHORS AS MANUFACTURED BY 1. T. W. BTALOEX. INC.
<br />LOCATION AT STORM
<br />fd. SHUTTER MANUFACTURERS ACCORDANCE
<br />ICE SMALL 8E 1709.9CATED ON A READILY BUILDIISIBLENG
<br />PSHALL ANE. SECTION CODE ONE TAKE.
<br />a FLORIDAITHECION
<br />4' P x 7/5- CALK -IN ANCHORS, AS MANUFACTURED BY DEVATT W_ (MIN. Fw15W P.«J,)
<br />BE PLAT D R EVER MWIT
<br />IG TO C
<br />IABiLL1NG TO COMPLY VAIN SECTION 1709.9.2 O' THE
<br />1
<br />- 1/1
<br />4'9 X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, DOLT & SPECIALTY CO.
<br />FLOICA BUILDING COOL
<br />(MN. Fcdtaoo P.J.)
<br />- 114-10 FAM MAX FEMALE N AND PANFLMATE PLUS ANCHORS. AS MANUFACTURED BY ELC0 CONSTRUCnON
<br />THS GRAYING SHALL ONLY BE USED TO
<br />PRODUCTS (MIN, FG-2071 P.eJ.) 4y,;MIIAUIF O$rA1N PERMITS IN THE STATE. OF FLORIDA
<br />- 1/4• 0 OF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRIM -FAST CORPORATION AtA�,XG .A
<br />rf •fj
<br />• , r
<br />0.1) .MINIMUM EMBEDMENT OF TAPCON ANCHORS, a.CO PANUANTES AND CF TAP -GRIP ANCHOR, Nr0 7Tff � �
<br />FLORIDA BUILDING CODE (High Velocity Hurri"
<br />13LOCN UNIT SaIAu. � , 1/4". '
<br />1 1/4-.S
<br />BLOMIN
<br />�'A•'= "6' TO DACE GALVANIZED STEEL STORM PANEL
<br />•:
<br />8.2) & LOUD -SET SHALL BE EMBEDDED 7/5' Ni0 THE CONCRETE BLOCK UNIT. NO E Q•
<br />167
<br />INTO STUCCORE PERMITTED. 1/4- P-2R SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD O
<br />LDtfAt. PFK)TECTImt PRODIJCiS, I.J.C. C
<br />.SHALL
<br />EXIST, AND 1' WIWUM FOR WALLS WITH NO STUCCO. I_gli CTA
<br />n-
<br />� � EM
<br />10
<br />-sHom • TIMIL M 9) SHEETS B THIMLGM 9)
<br />WA"CE1B25 T1�'E
<br />SCNE 3/8,.1" SCALE 3/8..f" SCALE 3A..7• SCAE 3/8:.2'
<br />ED..• EDGE DISTANCE
<br />I i (SEE StNEOuI.E ON
<br />oM °NON roM 1 SHEETS $ & 9)
<br />+ 1 MI IT [r tlsaiE. Elm ow
<br />12:1/r«SS TOP&£QSBm_NNOS SErrT1nM-S:
<br />CAN BE
<br />`"d i dot fl Aarl'" q BLED IN ANY WAY TO SUIT ANY
<br />EXISTING ?*'o
<br />-�"4�XN
<br />EC.
<br />GNdIFTE AUa x
<br />I,K
<br />SHEETS I THR&JOH n
<br />BCAi£ 3/8-1'
<br />NN
<br />/T I L I ECCU► rr+ec.
<br />TILLIT TESTING & ENGINEERING COMP
<br />'II•L)T JR 1'E. All
<br />PRODUCT EVALUATION REPORT R•P•
<br />TLl;,A. L
<br />REPORT NO,: 20-0727.42'
<br />DATE: July 27, 20ZO
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products, LLG
<br />48DO S.W. 51 Street
<br />Davis, Florida 33314
<br />U . SE A
<br />�. POF EY LUAT10M
<br />This is a Product Evaluation Report issued by Walter A.Tillit, Jr.,P.E. (Sys,te•
<br />m
<br />ID# 19 o the Qr b ` Protectl` n P q6) t to al Products, LL tr r s, C, Rut a Chapter No.
<br />51 G20-3; 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'BuiIdin Co`de. and #o v rifthat the Ouct Is'fa 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 />R. EV
<br />7.1- EHOULIP T EVALUATION DO[:UMENT (t�.E U j:,
<br />Drawing No, 20-175, titled "24 GAGE tiALVANIZED 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 07t2712020. This drawing is an inte$1r,optu6A}jt�s
<br />Evaluation Report. ,�`_* �., ....
<br />67 '
<br />6355 N,W. 36th Street, Suite 305, Mlar 4 Florida 33166 - Phoii& (305) 871-
<br />•1•Z 41 * A I.. _:. '.. .4 •MIL,
<br />(D STORM PANEL
<br />PANEL I END, UP- 2 .
<br />W/ AeAekD
<br />T__ , 'T
<br />*D.OB-r F,100
<br />1
<br />130114 "rRI.0 VIEW DETAIL A L -2.0
<br />N NL7'S
<br />ROUNDED I:ORNER 0 ENDS OF PA
<br />Fr>�i1IE
<br />END LOP W/ HEMMED EWE. !`�n1
<br />(N.TS) (1)
<br />2" XL/a•
<br />&UMipjUM ANGLE
<br />0
<br />1.4�17"1.O163- .625"
<br />t
<br />ZOO"
<br />.957•
<br />JSE HOLE WASHER
<br />aloe'
<br />0-D36" (MIST.) pB4•
<br />GALYADZED SitA ' _
<br />i
<br />:063'„J L.i M WING NUT
<br />.125-` .1875'
<br />ALTERWITMEL� NUT W/OUT
<br />MNX MJW *00 W/ ADDITIONAL
<br />* 7/8'Mx3/32' WJ.W,Ei ISTANtE4S
<br />T,iTil. OR NIdTEL PLATED 9T2EL).
<br />9)
<br />GOM+OWE AM70M01TS _
<br />SHEERS a TIMO WHO 9)
<br />a
<br />;KALE 3P8-t
<br />__gj"OF DOMINGW NEW ,- WIDE x VARIES x 1/11
<br />TH= AWN. TUBE OR
<br />__D. BAMD / P,T. MCDO PUTS SINGER I
<br />} NEW 1' MADE x VARIES z T/V
<br />T Kim,
<br />VAROS
<br />TE7SP E[
<br />TRACK
<br />'�--••r-^-1 6�HEETs�LIpHDU
<br />*1r[•.. I: - M ,.A't.R.l A a 'rl L �•L4 j,j4 W • A.Ar.
<br />(TOTAL
<br />SO I
<br />) TIP, ; GALV. EDGE
<br />H DETALT
<br />' LO--A ---- -'-- 48,9
<br />END STORM PANEL
<br />i -.,,� .T2S' 750• 1 4-0-�. Sam , 49T-Y0. -
<br />.._I iIn .,
<br />"250.1 70 ARGUE 4 TO ANCAE •
<br />.093' i
<br />212 t/Y 0& 12 //2' 093 DPW 1,500'
<br />SEE -W' .0W SEE 1
<br />2.T15" D9" 375 �I OE'RAS , .125"
<br />:t25' 9CIAA t _i
<br />373 JIII (r ; jI
<br />/ lgYt & L_._,..,_.._..-'__....5" Hoz,...�...,__.....,_..-...1 L-..1.50Q•._+i. �T,50g"--.7
<br />AM 0 'U- HUM � ANGLE (9 ANGLE WITH STUD � ANGLE WITH
<br />ROME STUD
<br />,574' .374-
<br />_}yp.756'r_
<br />_ '-'OF P L .188'-•+i _ .096• .188 •- D'17.4"eSTL=NO R3" SE IE
<br />.375' • 0".835` , ,BALD' t�PNOtE • 12 1/2' Olt
<br />t 87i" Db2 I t, t4
<br />iS06•
<br />K ,mow Lam_
<br />.b25•s 2,000'---% , ""' STIR' j
<br />\ ® 'r TRpCI( ANGLE t'8� 3/8' "f" TRACK © PLAT PLATED
<br />_..MNNMRMA,.. MM STUD
<br />sANELS a & Ct%IE END QDM i)ETAGS EM INSTALLATION -IN PLED CMXM
<br />.TE_ BLOCK STRUCTURES QW= B= OR
<br />I)", 4•u MAUD FOR RI7f�Jl.AR. LIFE fiAM AND E-Z" PANEL_ "�,
<br />i�*d�e 1, I
<br />EW
<br />112' '� sM
<br />All
<br />As-M,i # sW"A.' 1174H4A1 r i
<br />i m•n..a, 2 ,'Urz'
<br />I'R4_`
<br />0 3E A fPLAN1® xa, N i A'ia•1 W C
<br />Ne ..._.x_. SCAE 3pw- PAAa•Mr �.°�' ,GJAXc
<br />1 ,SSE a (PLAN)
<br />I ,�� SCALE 3/#B..t•
<br />r.rx4.rxarNAq
<br />Cox,,OT� 4oRm wm ear.. AIM,.
<br />MYL YdlNFMAE
<br />M m ICON L JBr� Q r
<br />H 1
<br />i �neAs m HAOMOI - -
<br />7 I 1
<br />Awe M+Y
<br />« 13 TJg`IM t 1 3 /
<br />-
<br />�" Ir L � r CASE C f�P-LAN�t
<br />• f' I SCALE 3/18,,,• CASEIE D LPLAIdA
<br />CAM
<br />3/+e-+`
<br />is
<br />LAI
<br />Coat.
<br />SCAi:E 3/8e1" �_100. OCMNO) a*, IT
<br />IT
<br />E.O. - EDGE DISTANCE ;
<br />(SEE SCHEDULE ON iT °°'L7 � CASE. F fPLAN)
<br />SHEETS s & 9)
<br />s:>
<br />(:ABONE 3/ISLE E fP w
<br />-,
<br />T "' - T,T'A R PRODL G r I.Y� 7TON TrPnRT TMO 20=0737 D;: 2
<br />2.2. TEST REPORT;;'.
<br />Large mis
<br />sile ssfle impact a p Ct to d' a tests were performed under SSTD 12-99 standard as
<br />per section 1649.1.2 of the Florida Building
<br />Idmg: Code. uniform static loads as per
<br />Section1709.8.3 per -330. T l M E Est reports prepared b American Testing sf
<br />Pe p p p Y 9
<br />Lab of South Florida Report 0814.01 1 datedwitnessed`WI 'a
<br />, pa #-0 03111102 _ by William
<br />R. Mahner, P.E.., Boriz Mdroz, P.E, and HenryHattem. P,E and Re'port No.
<br />0219.01-09, dated February 2S, 2009, signed and sealed by Edmundo
<br />Largoespads, 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 />Buildinga Report prepared
<br />Code. Test R p rt p spa ed tsyAntarican Testing Lab of -South Florida,
<br />Report No. 9123.01-10, dated November 23, 2010, signed and sealed by Julia E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QG Metallurgical, Inc., dated March 13. 2009,
<br />si ned-:a sealed F P. ` r and ea ed b .rank Grate E as a ASTMl=-8 n s
<br />And Tensile Test a
<br />g Y A- P
<br />per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed
<br />and sealed by JerryJaciofano, P.E. as per ASTM E-8.
<br />3"3 STRUCTURALENGINEERNGC"ULATIONS'
<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 anal sis, an in d accordance with
<br />9Y
<br />section 1604 of the Florida ui d n . Code, Calculations 8 1 1 gprepared by Tilteco,
<br />Inc., _.
<br />e to 12 18/10 an revision), L dated 1 08` 93 far. his re stun d'
<br />d 1271 { t ), signed and seals. by Walter
<br />A. Tillit, Jr., P.E,
<br />3. MISSILE IMPACT RESISTANCE;
<br />Large missile impact under section 1609.1.2.of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />. 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 EvaluationDocument (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance
<br />ance to
<br />work - as anon non -porous, storm shutter assembt , as per SSTD 12-99 Standard.
<br />p y
<br />�NtA,)��
<br />4� '
<br />27 * 67 :*
<br />STATES Q-
<br />+nuHl
<br />D.M., 21'.
<br />n 1 F T X PR D T Y AT,t'vbNA .PORT NO. 20.0727.tl2
<br />5, INSTALLATION:
<br />Installation h e Strictly •n shall b performed str ctiY 1 accordance with details indicated on
<br />sheets
<br />h - thru
<br />eta 3t 8 12 thru of 8 8 of Product Evaluation `o 1 1 ct Document (P.E.D.),
<br />drawing No 20-175 Minim
<br />um separation to glass shall be as indicated on
<br />sheets ;3, 6, 13, 14, 16, 18 and 18 of 16, of Product Evaluation Document
<br />(P,E.D.), drawing No. 20175.
<br />B -MAT AL CHARACTERISTICS AND SPEGiFICATIONS=
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor speciflcatlons 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 />re bTilteco, I . an p pared y nc d Big nod and sealed by Waller A. Tillit, Jr., P.E..
<br />T2. 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 />Pr
<br />oduct Evaluation Report prepared by Walter A. Tillie, Jr:, P.E. (Florida License
<br />No, 441,President of Inc.(Florida CA-
<br />0006719).
<br />jlMistii4nlrrlk/�
<br />7
<br />WA7iLL D:r TILT"EGO. ADMQN RECORDS ORD9kP....E. RE_POR1TiPO4GLNBAL P/
<br />P G
<br />s, L �4z
<br />R.
<br />©EaN
<br />OAL ANIZEo STEEL STORM PANEL DHwG#20-175 i 4EPORT#�D.27,0t0 •,...�a ,�
<br />HnIHA+
<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. 6w/11 & 7W/11
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 6'
<br />9 3' MAX
<br />rOR WOOD SEE SECTIONS ON SHEETS 10 & 17 1' MN.-,
<br />O O
<br />AS
<br />AS
<br />D.M4r'F - ..
<br />/��� 0 0 0
<br />®' 1. 1/4. 2/4. 3/4. 4/4, 5/5. 7/5, '--kkTMAX
<br />-.
<br />1 MBA' 1W/10. 2W/10. 3W/10, 4W/10,
<br />5W/1O, 6W/11 A 7W/i1
<br />6/5
<br />_4CNORS_Foil CONCRETE SEE SCHEDULE ON SWETS 8 &
<br />FOR WOOD SEE SECTIONS ON SHEERS 10 & 1,
<br />REGULAR STORM PANELS ni& Q ELEVATION
<br />2.87' 1/4- Mot. GAP
<br />/,.
<br />MAX. GAP
<br />No'44167
<br />INSTALLATION 12EIAILS FOR REQUILAR i} :: fI.
<br />WTO EXtnNG - E 09-PaWC_`?ETE BLTZIC -STRUCTUIR]
<br />.-POURED- MWIC12
<br />+
<br />t a
<br />HS/ssum
<br />�igNq~No 0 EACH
<br />°'
<br />NUY OS�FAC.1N
<br />i GMIDpAP.
<br />tYIN6
<br />I
<br />.: �,
<br />5DR
<br />F V
<br />MAX
<br />MAII
<br />f>!e'��
<br />E•
<br />s
<br />EVEN
<br />l E
<br />1/4'
<br />`M°
<br />i
<br />;
<br />,,T/4II-20x3 4 B.S. BOLT
<br />v
<br />7/8-A3 32' WIND Nor
<br />i L ANM40M WWERED
<br />I
<br />GOFXRE7E ANCHORS
<br />D BE E OR
<br />1 W/ 9TA7 M WKEDKE ON
<br />SNFET 8)
<br />Y
<br />cONORERE GO
<br />wREQUIRED
<br />� ppuRLD
<br />REQUIRED 6w
<br />i>TNgBDE
<br />Itsawmp
<br />5r.+u,E i/&.1:" A
<br />scuE 3/8»1
<br />N•M FOR. OF c_Frf7RfAtc
<br />ED. - EDM DISTANCE
<br />(SEE SCHEDULE ON
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEET 9)
<br />COMBINED IN ANY WAY TO SURF ANY
<br />INSTALLATION.
<br />Ma/ TAT= K. 20 GAGE GN,VAINNTEO STEEL STORM PANEL cowft
<br />GLOBAL PROTECMN PRODUCTS, LLC. "T
<br />LL ET G 4 ,.. OW SW, 61 SROT
<br />a, rxYrArNv DAME, FL 307H i{)-•ids
<br />A, IV NM.IM 4Vmcxn n ATMM N4m,IE: (M)NO-75,a W. tls4�al-IRc7
<br />_sP, r r�Pnnl Hu w •ore ,re +✓ n•:
<br />CJA. Tuft
<br />7R9
<br />JIMa A t, A JY. P.
<br />,f-1N4
<br />ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />Mot: 2-Br 3'
<br />4&.. (ADM. OVE 0I -t ANGLE W-LEY) _Ak►,6. 9, 14 NM W11 1 •
<br />I I iI, i II I Ii I s 56R
<br />of t' o
<br />I;. I i I I , 4•.-20.1 1 1 S L, a: i ' a
<br />I i t K Rww2A. 1G 9 I j H i' IT eADrN t I l I i I i 1
<br />NO --I{'j- i 1 j! iIf
<br />^#'Y �� .A. i... .l l.-... 3 L. I L ..1..-)-_L3 .}t
<br />`TT-r _T-''- --�-{Tr:.- .T-I-T-T7 -ll,,
<br />a MisI AT DICK (:i3.
<br />t
<br />-------,r•�--^. �� i 's 71 � � I I 1 I � I i i� 1 i! I� � i s! 1' � I
<br />i I � i v3"' MaA: 9.:. t),I[„(�DX 1BY p�'ww w•w iw �Ry,.c.�
<br />I OF ' t ' i• MNrI• .Ij
<br />MAX I ..- -�-.- .�._� FOR t'TE SEE SCHEDULE ON SHEER 9
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />` REO OAR STORM 1, ELEVATION
<br />f SCALE 3i3r.,
<br />jI f 1/4' MAX. GAP
<br />' 2 (ADP M ome;u .1 wDa WALLEY)
<br />i CONCML'RE ANCE+ONS.
<br />I ---
<br />Y � YBCH)& m ON MAX. (A
<br />XCRM OR 5��A%�7A
<br />aLm SCALE 3/32"=1
<br />.41 -
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<br />11,
<br />SHEET NO.
<br />SH 1.0.
<br />
|