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<br />AI,
<br />1 Li
<br />co INC.
<br />TILLIT TESTING a ENGINEERING COMPANY
<br />W1'RR A. AT: TiLE1T, Tit., P.H. tilttecn®aol.rnm
<br />PLP.N.1-M., •. W 11T
<br />PI. CA lurane Nu. M0071V
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20A720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER. Gk&W Prohmd6n Products LLC.
<br />4800 S.W. 51 Street
<br />Davie, Fbdda33314
<br />1. PURPOSE OF EVALUATION;
<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 />01020-3, Method 1 D of the Florida Department of Business and
<br />Prollessdonai Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.d:
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tllilt, Jr., P.E.; dated 07128/2020. This drawing is'an integral partlj&VMS
<br />Evaluation deport. %cA A. 71
<br />01,Ts
<br />N0. 44167 . *
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33 d66 - Phone: (305) 871-1530-�'t>G,s/@600Z
<br />PRODUCT ET'ALUATION REPOlrt• NO. 20-0n Ll1 2
<br />2.2. TEST REPORTS,:
<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 />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, inc., Reports # 96-569 dated 08/0911996, #96.570 dated 09/18/199e,
<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 04/16/1998 and
<br /># 212E dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespoda,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grath, P.E.
<br />2.3. STRUCTURALL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on ratlonal and comparative analysis, and in accordance with
<br />section ISIS of the Florida Building Code. Calculations prepared byTilteco, Inc.,
<br />dated 11/03/08 and 03112 I5, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE•
<br />Large missile Impact under section 1520 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4- WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document
<br />(P,E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.1To.
<br />�FR A tll
<br />T�Ct/
<br />� �P.•'��CENSF'�9¢�
<br />167
<br />STATE OF
<br />�NyayS�QNA; E��"N`�
<br />iY,L1.os.AWif,.i•
<br />113) N CASE THAT PRECAST Sip(• OR PALMS CONt%}[ PANELS. SnKOD OR WOOD BOARDS BE FOUND ON THE
<br />ON, M We Of MO"
<br />DOStM WNL ANCHORS SMALL BE LONG DOM To REACH THE MAIN STRUCTURE BDM SUCH PANELS.
<br />1. STORM PANEL SON ON THIS PROp1CT EWLIATON DOCUMENT (PEA.) WAS BEEN VERWED FOR COMPLIANCE N
<br />ANCHORAGE SHALL BE N MENTIONED N ILI) AHD N 62).
<br />ACCORDANCE WITH THE 2020 (7N EDITION) OF THE FLORIDA &Ram COOL
<br />(C) TO EXETNG WDDD StEaO DRAWN, c - O'm AM I.
<br />OESON WIND LOADS SMALL DE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE.
<br />FOR A WNW SP® AS REQUIRED BY THE JUtl6dCTM WHERE THESE WLL BE 16TALlED AID
<br />9:
<br />- 1/4-0 TAPCON ANCHORS. AS MNARACTURED By I.T.W. WLOM NC.
<br />- 114-10 PANnAAIE FEMALE ID AND PANFiMATE PLUS ANDpRS, AS MANUFACTURED BY CLOD CONSTRUCTION PRODUCTS,
<br />=TIM
<br />FORA DNECT VLMFACMR NdM.BS.US G ABLE 7-14 AND SHWL NOT EIlCgO 111E YAH0IRM (AS.0)
<br />- 1/4'0 1 SCREWS PER NA.S.
<br />DESIGN PRESSUREMTON NODATED ON SHEETS 7 rAW 12. 14. 13, 16, TO ! 20.
<br />- 7/iCO . 51C WOOD BUSHING. AS OISiRIBUITD BY ALL POINT SCREW BOLT It SPUVILTY CO.
<br />N OR= TO VOW'( THE ABOVE CONDITION. ULTIMATE OCIM WIND LOADS DEnRI0NW PER ASIDE 7-10
<br />SHALL BE FIRST REDUCED TO A.SA. DESCU WIND LOADS BY MULTIPLYING THE/ BY 0.0 N ORDER TO
<br />CA) MINIMUM THREADED PENETRATION INTO WOOD Or TAPCON ANCHORS SHALL BE 1 1/2' AD 2' FOR ELCO PANUANTE PLUS
<br />COMPARE THESE W/ MAX. (A3.6) OESOM PRESSURE Will= INDICATED ON SHEETS 7 TIRU 12. 14. IS. 16. 1B ! 20.
<br />AND PµELyALE FEMALE D.
<br />We ORDER W VERIFY THAT ANCHORS ON THIS PE.O. AS TESTED WERE NOT OAR SIRES=, A 33W INCREASE N ALLOWABLE
<br />C.2) MNW JM THRIDNDED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT STALL BE 11//22 RDON1/•EAOED
<br />PFNEIWUN ION M STUCCO SHALL SE CONSIDERED AS PART OF THE ACQUIRED,ACQUIRED,TNUOED PDEITAT.
<br />SIRM FOR WORD LOADS WUB AM USED N TER ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMINED N
<br />ACCORDANCE WITH N.O.S. 2016.
<br />C3) 11WSMA EDGE DISTANCE OF LAG SCREWS. NTO WOOD SMALL BE AS INDICATED N THIS ORALWHO
<br />SrOM PANEL '5 ADEQUACY FOR IMPACT AND WNo RESISTANCE HAS BEEN VERIFIED M ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HRNN'AIE ENcrE�G ! TESINC OK. AFPN, 1M-564, Oil ! 66-T3O AND
<br />ION O WC
<br />C.4) MItlWWl17 PENETRATION O W000 EOSINS SHIt BE 5/6', 1/4' •-20 SCREWS USED SHAH B[ I 1/2' LONG
<br />1/ , MNWRWR
<br />FOESIPoODN TESTING U0. INC., REPORTS 02032 ! #2126 , AS PROTOCOLS TAS-201, TAB-202 ND TAS-203.
<br />31RMA0 STUCCO AHO ,' MI FOR u,LAs WITH SIlICCO.
<br />As Will AS Ai/E16CAN TEST LAB OF SOUTH iLCTIDUI REPORT /0219.01-00, AS PER TAS 201. TAS 202 AND
<br />TAS 203 STAH01RD5.
<br />C.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOAFGS 6E FOUND ON THE DXISTNC
<br />Y. ALL ALUlINIAt EXiRUS10NS TO BE 6063-n ALtOY AMTEiPER. (UNLESS, OTHERWISE NOTED). SEE SHEET' 2.
<br />WALL ANCHORS BNALL BE LONG ENOUGH TO REACH THE MAIN SIRUCRM BEING SUCH PANELS.
<br />MOORAGE SHµL BE AS MENTIONED IN CA). C.Y) 6H C.4)
<br />3. ALL ALUMINUM SHEET META USED AT CLOSURES BALL HAVE 3105-Ht4 ALLOY.
<br />(0) NHC ORS SMALL BE INSTALLED FOLLOWING ALL OF THE REOOMIADC TONS AND SPOCIFIGATONS OF THE ANCIOR'S MAWKACTURM
<br />4. ALL STEEL BEET NUAL PANELS SILL HAVE STRUCTURAL GUAftY STEEL. ASIM A-GS3 GRADE SD MANW, 0-60
<br />OALwTIZED STEEL DE&BIATION w/ttr. S0.4 i,N (Ar1ER ROLLED).
<br />PANELS
<br />0. PANELS MAY ALSO N NSTAI.LED IHOII2QHIALY FOLLOWING INSTALLATION DUALS SHOWN ON SECTION ] THROUGH Ill (SEEIs
<br />6) DIM7 THAT /FADERS 0! @ POLL NOT BE USED.
<br />S. ALL SCREWS To BE STAINLESS STEEL 304 OR 310 UV$ SERFS a COARMM RESISTANT CaTED CARBON STEEL AS PER
<br />CAN O 30 1. YIELD STRENGTH AND 60 IRA TENSILE 81PO6JTH N SHALL COMPLY ill/ FLORIDA 6ULDRUC eHxUE
<br />9. IT SARI BE THE RESPONSIBILITY OF THE CONTRACTOR TO vETeF•r THE 90tIDNLSS OF THE STRUCTURE WHERE SHRTTER 6 TO BE
<br />2 1 i 3.3.4.
<br />N 4
<br />SECTION
<br />ATTACHED TO 945M PROPER ANCHORLT:. THIS SI ITER SN_L ONLY 6E ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />OULDINQ
<br />0. BOLTS TON ASTM A-307 CALMNC2ED STUL OR AISI 304 SOtlE, STAINLESS STEEL. WITH 36 1* NOW" YIELD
<br />STRENGTH.
<br />10. EACH REGUTAR STORM PANEL WIN LENCMS OVER 6'-B THROUGH f2'-4•. AS PER secTa 5 6, a 6 ! 10 AMD ALTEOWM:s 6W,
<br />6W ! 1011 ON SHEETS 3. 5 ! 12 IEsHELTIll BALL NAVE A LEMI AID REALLY V6RRE YNNBC NSTDCTI G U#AM OR
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT WOO PERIODS OF HURRICANE UNWK.
<br />W
<br />It. THE INSTALLATION CONTACTOR 15 TO SOL/CAUIX ALL SHUTTER COMPOHEM EDGES WHEN REMAIN IN CONTINUOUS CONTACT WITH
<br />- 1/4•• ANCHORS AS ANCHAS MANUFACTURED BY I.T.W. MADM NC. (W. rc.3112 p..L)
<br />THE BIADM TO PREVENT WNDAW NMUSION.
<br />- 1/4' • It 7/6' CALK -IN ANCHORS, AS MAMiAC BY OEWKT NC. DIN. f T
<br />TW
<br />- 1/,•W . 3/4' SOLO -SIT ANCHIORa AS DeiRSUED BY Ml POW SLEW, BOLT ! 5PE13ALtt CO.
<br />A S CIAL)
<br />12. STORM PANEL NSFAlAipN SHALL COMPLY WITH SPECS INDICATED N THUS OMMAND PLUS ANY O UL01NG AND ZONING RECWAIHONS
<br />PRONGED By THE JURISDICTION WMERE PERMIT Is APPLIED TO.
<br />- 014-10 PAELMATE Fo1YE 0 ! PANUANTE PLUS ANC HORS. AS WMFACTRED BY ELCO CONSTRUCTION PRODUCTS.
<br />(MAN. 1.c 3m0 p-.1.)
<br />13. (0) THIS PRODUCT EVALUATION DOCUMENT (P.FA.) PREPARED W THIS DOMMR IS GOW W AND DOES NOT PROVIDE NFORMATOM
<br />- 1/4•r Cr TAP -OWE 440401 . AS Mill"ACT6ED BY TAU -FAST CORPORATION (Sc.3600 F-)
<br />FOR A SITE SPECIFIC PROJECT: i.e. WMM THE SITE CONDITIONS DEVATE FROM THE PE0
<br />ANCHORSWill
<br />Al) YNWMI OIBED11011 OF TAPCON ANCHORS IRO POURED COMIaETE SMLL BE f S/4': 2' FOR PANELIWE FEMALE
<br />l POURED OONCANCHORS.
<br />(0) COMMCTOR TO N RC"SW FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING In SAFETY OF THIS PRODUCT
<br />EASED ON THIS PEA. PROVIDED Hill DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />e AND PANUNLIE PLUS AND 1 i/4•
<br />CONSTRUCTION SAFETY AT SITE 0 THE CONTRACTOR'S FNSPOMSELTY.
<br />.A2) CAl • SOW -SET MOO" SMALL WE EMBEDDED 7/07 INTO THE POLOW CONCRUL NO EMBEDMENT COD
<br />(c) THIS PRODUCT EVALUATION OOCUMEHT WRL BE CONSIDERED NY" F WOa1ED,
<br />STUCCO SHALL BE PERMITTED. //4• •-20 SOW" USED SHALL BE 1 1/2' LONG Wean 90" STUCCO EXIST,
<br />HD I• MINIMUM MR WAILS WITH NO STUCCO. AND MAY OF HEADED 3CRET5 OR ALL TltlWOM SCREWS W/O HEAD.
<br />(d) SHE SPECIFIC PROJECTS SHALL BE PREPARED SY A FLORIDA fERS OU EMMEM OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH wm NU15.
<br />ENGINEER Or RECORD (E.O.R) FOR THE PROJECT *0 WHO WILL BE RMPCI W FOR THE
<br />PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTINIC As A OUEGTEo ENGNMR TO THE
<br />A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PAHE{S• PAYERS• STUCCO ON WOOD BOARDS BE FOUND aH THE
<br />P.E.O. ONGREER. BALL OUGHT TO TINS UTTER THE SITE SPECIFIC DRAW 4M FOR REVIEW.
<br />EGM1114 WALL OR FLOOR• ACTORS SMALL SE LONG ENOUGH TO REACH THE MAN STRUCTURE GOO SUCH
<br />PANELS. ANCHORAGE %MLL 1E AS MENTIONED IN At) AND N AZ).
<br />(A) THIS P.E.D. SHALL BEAR THE DATE NO ORIGNA SEAL Me sICATURe OF TIME P11DNE590W1
<br />DOME" OF RET:ORD THAT PREPARED IT.
<br />(B) 7O DDslINc rnNCRrt[ OLOCK Wlui ASHY C-90:
<br />- i/4' W TAPCOU ANCHORS AS MANUFACTURED BY 1. T. W. SAGER. NC.
<br />14. SHUTTER MANUFACTLIRM LABEL SWAT WE LOCATED ON A READILY MSW LOCATION A STOW
<br />PANEL S AUITM IN ACCOIOMNCE WITH SECTT0IH 1706.I.7 OF ftOMeOA BUWAINO C00[. 01E uBF1
<br />- 1/4• • . 7/0• CALK-N AMCDR% AS KWNAC LNE'0 BY DLIN.LT INC. (MN. 1' -1500 Lai.)
<br />0
<br />SMALL N PLACED fa EVERY OPEMNG. lABELMG T) COMPIr WITH 5[CTION ,706A.2 O THE
<br />- 1/4•0 K 31r SOLID -SET ANCHORS, AS O18 N&= BY ALL PONT SCREW. BOLT ! SPECIALTY CO.
<br />FLORIDA BUILDING COOS.
<br />(MN. 1.-law 0.1.)
<br />- /,4-10 PANUMATE FEMALE D AND RA ELWIE PLUS ANCKIRS AS MWRUFACIURED BY E.CO COFKEM/CTIDN
<br />1/R5 DRNAM SHALL ONLY BE USED 10
<br />I68EAN
<br />PRODUCTS (Wc FI.207/ p.A.l.) AN HN
<br />PENBIB N 1NE STATE OF FLOnnt
<br />- 1/4' • CIF YAP -WV ANCHORS• As MANUFACTURED BY TUW-FAST COMMIM •��tt A. T/!A_
<br />�;••••./•�.....`c• At rLDR10A 81)KDiNC CODE IE h Va NAtrrkoM
<br />IL11NMNM EMBEDMENT OF TAPOON ANCORS, MW PAIEIA MTS AND Cr TAP -CM ANCHOR. INTO THE V�
<br />BLOCK UNIT SAU OE 1 1/4•.
<br />; `INI°' LIM AX,
<br />L SWTM M
<br />20 OAQE GALYANQED STEEL S10Etr PAXI. 1NAa
<br />'• �• 4
<br />:yy.�
<br />9.2) CALK-N ! SOLID -SET ANCHORS SOLI BE EMBEDDED 7/r INTO T1E CONCRETE BLOCK UNIT No
<br />16T
<br />INTO STUCCO SWILL BE PERMITTED. 1/4• • 250 SMWM USED SALT N f 1/2• LONG WYRUM
<br />EXIST. AND 1' MNMM FOR WALLS WITH No ST1Oil -We RTA
<br />�
<br />PQDMCT1ON PRDDtd�M �• O G
<br />our" P
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLD K STRUCTURES
<br />NKNpER AKCIMa
<br />CONC
<br />-� y s�eTs O iMaMMa �r- - E.o• IM AND"Oft 4
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<br />sH•"P 3/e.r 6CNF�f mALE 3/B.r �sDALE a/e-13{�.'�
<br />t-^J�
<br />LI). - EDGE DWE#M
<br />I OME�R�IR!� 1 (SEE SO4EML ON
<br />I
<br />'•�OA Hai. 1 SHEETS a k B)
<br />16Mr.aArs
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<br />NOTE FOR CO illiti tON OF CIPI ONS:
<br />ak t alb r TOP a BOTTOM MOUNTINGS CAN IE
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<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20476. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />7. LIMITATIONS AND CONDITIONS OF USE-
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16. indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Titteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />y>Q JCEN. ✓�,
<br />C - .44167 =
<br />STATE OF * 6
<br />JAy�t7NA� E�AYAA`
<br />WATL1
<br />DA TILTECO ADMON RECORDIl1 P. E. REPORL20l GLOBAL PROTECTION PRODUCTS, LLC %20 GAGE
<br />GALVANM STEEL STORM PAHELk DRNC1020.1751 REPORT 02D-On&O1
<br />1 L ECO iNc.
<br />TILLIT TESTING a ENGINEERING COMPANY
<br />WAUSRA. VLLR TR, PJi tilte DD@901.00W
<br />PRODUCT EVALUATION REPORT TO.P.R M.-N, 44167
<br />Y'LI:.A LLu.N X,LOR64719
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProtacUon Products. LLC
<br />48M S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION'
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteao, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�A�(THf•Ep�ill�r QIS
<br />Evaluation Report. ",% �@. ,,,.,,
<br />T�,'�CFNgF
<br />167
<br />STATE OF :
<br />Ts�.oF. xtORIOP,��,�D��
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1!Q;?1-1531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1-)
<br />-late• (TOTAL WODI 16.105 nOYAL
<br />--12.500' (EFFECTIVE WO"
<br />1/4'-�•'�''
<br />� ` I ,. p• 1 --, 13i5D'--) ----- - rT_ 0LOW MWL THICK 11.J90•
<br />tit AMWA sDl
<br />_ ` I -'N7- aCALWAM STEEL EDGE T• �j/Y 1 3 F.) Q LV. EDGE T�
<br />_• / TYP. AM A-M
<br />OR Mae" OCTAL Al ' t. •�' ! TYP. 09UL AJ '
<br />EDCE 0-eo ONLY. :llOE
<br />1$TAE A , 4", 4RL8
<br />®; TWU PANEL (M END STORY PANEL
<br />Jar —
<br />- 1
<br />r.2}0• 2.IB7U�E•-qq
<br />FIAPQY OD 4• �\. i .IOD' J60� .125' .�11Y-2G. ,A4•,H-2p, .1�yT•
<br />M .TOG' R f-SAXI RPIETD fl. lIID
<br />/ I C•aDR 1 i - n VIOL[ • TO AgtE t i
<br />/ NO6RD m¢
<br />12
<br />, 2./16• 2.000• 1300•EA
<br />_." 2A5 Ii1 DETNL t
<br />t � \' • • � tab°• 375� � i_ j.12s• , j
<br />SWU CORFIER�EE Off AlP EA � I""-2.O.WW1 00•
<br />� �2A-_-YF'C
<br />RCILINDWS Or
<br />t
<br />EMIT LP w( MONO O O EDGE. O 'h' HEADER O NUN READER O � ® ANGLE WITH STUD ® Alin WIT11
<br />REVERSE STUD
<br />PAAWL
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<br />PRODUCT LVAI.i'ATION REPORT AWOL 204T17M 2
<br />2.1 TEST REPORTS:
<br />Large missile impact load tests 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 # 0814.01-01 dated 03/11/02 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 26, 2009, signed and sealed by Edmundo
<br />Largaespeds, 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 />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 />Gonzalez, P.E.
<br />Tensile test report No. SCM-198 by OC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1OKMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. 71111l Jr., RE,
<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 />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11.
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 ttuu 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 shutter assembly, as per SSTD 12-99 Standard.
<br />z7 = * 6STATE OF -C
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<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. 20-173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />MATERIAL CHARACTERISTICS AND SPECIFICATIONS•
<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 specifications shall be as Indicated on sheet 1 of IS, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20.175.
<br />7, LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Ti teco, Inc. and signed and sealed by Walter A. 711I1, 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 Walter A. TIM, Jr., P.E. (Florida License
<br />No. 44107), President of nfteco, Inc. (Florida CA-0006719).
<br />WATILL
<br />DA TILTECO ADMONRECORDe t P. E. REP
<br />GALVANIZED STEEL. STORM PANEL 1 DRWG 0
<br />1/4. 2/4. 3/4. 4/4, 5/5. 7/5.
<br />iW/10. 2w/10, 3w/10. 4w/i0. a/s
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<br />ANC1M' FOR CONCRETE SEE SCH EOI.E ON sins a • B r WX
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