|
1 L I ECO
<br />TILLIT TEwine a ENGINEERNG COMPANY
<br />WAT rRR A. n=, M, F.9.
<br />PRODUCT EVALUATION REPORT
<br />REIPORTNO.: 20-0720.01
<br />DATE: July 28. 2020
<br />PRODUCT CATEGMY: Shutters
<br />Storm Panels
<br />PRODUCT BUB-CATEGORY:
<br />PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER- Global Protamori ftxkmbL"
<br />41100 S.W. 61 Street
<br />Devio, Flori&33314
<br />J. PURPOSE OF EVAL"TION
<br />This is a Product Evaluation Report Issued by Walillor A. T111111, Jr., P.E. (System
<br />10 0 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Dopartm*nt of Business and
<br />Prollesshmall Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />boon 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 equivs1ent to that required by the Code.
<br />This Product Evaluation Report shall be eu*ct to review and revision in case of
<br />a Building Code change Mat may affect Its limitations and conditions
<br />2. EMD11310E SUBMITTED:
<br />2.1. PRODUCT EMLUAIM D0CUMKKT0,9At
<br />Drawing No. 20-176, Wded "20 GAGE GALVANIZED STEEL STORM PANELH,
<br />sheets I thru 26 of 26 prepared by Tillsoo, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part MI$
<br />ott9s, 14
<br />Evaluation Report, %
<br />NO. 44167
<br />Sir.
<br />0,% A
<br />0 p I n lk
<br />6355 N.W. 36th Shvet Sulto 305, Miami!, Florida 33166 - Phow: (305) 871-1530 -
<br />FRODUC C VVA&UA1IMff2EWXX&Q_MAZV= 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 />or. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering
<br />Testing, Inc., Reports # 98-689 dated 0=911998, #W570 dated 09/18M996.
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1M and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />02t9.O1 -09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P-E.
<br />2j_jTR1UCTURAL SNOINEERING CALCULATIONS!
<br />On 20 Gage Galvan - ized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well 29 maximum anchor spacing vs. design wind load and panel
<br />length loased on rational and comparative analysis, and In accordance with
<br />section 1618 of the Florida Budding Code. Calculations prepared byTifteco, IM,
<br />dated 11/03108 and 03112JIS, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISS]LE IMPACT RESETAMCF—
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4-MD LOAM RESUITANCEe
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel langth shall be as Indicated on sheets % 10, 14,15,
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-170. Maximum Anchor Spacing shall be as Indicated on sheats 8, 9, 10, 11,
<br />14, 15, 17, 16, 19, 20 25 and 20 of 26, of Product Evalustion Document (P.E. D.),
<br />drawing No. 20-176.
<br />S. INSTALLATIONs
<br />I nstaltation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 2% of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />4e�,'j';V hJ141
<br />167
<br />sTATE OF
<br />$10
<br />N A
<br />finfin&-mm.
<br />9.3) IN CASE TION PROW SIONE, ON PPWAST CONCRETE PANELS. MODO OR NOW SONISS SE MINE) Of THE
<br />on, pot — —
<br />=CMDOMPA&DO"Wr REWUMASOWN
<br />OWING WILL ANCHORS SHALL BE LOW 040WH TO REACH THE MAIN STRUCTUIRE WOOD SUCH PANELS
<br />1. STORM PANEL SHOW: DOCUMENT (P.E.C.) HAS SEEM VDIFIED FOR COMPLIANCE IN
<br />ANCHOUGE SKILL BE AS MENTIONED IN 8.1) AM 01 91).
<br />ACCORDANCE WISH SHE 2020 (71h 0MOU) OF THE 110010A INALDING OWE
<br />(C) 12 WE"E" M 11
<br />DESOM MO LOADS SIMLL BE OMOAM AS PER SECTION IM Or THE ADM MENTIONED CODE,
<br />WHERE THESE IXM�
<br />/4-0 TAPOOM ANCIO12"M
<br />M AS WORWACTURED WXUXX INC.
<br />BY 1.
<br />#14-10 PAWLMAR POMALE 0 AND PAMA%V[ fttFS ANCHOPW AS MAKWACAIRID BY MOD CONEIMACTON PROOMM.
<br />Z;fr�RILL
<br />FOR A ��Agt�
<br />SHE (*r
<br />IS AND SHMI a)
<br />1/4 LAB SCROWS TO M.O.S.
<br />DESIGN AITIMESS INDICATO ON SHEETS 7 7SM 12.14, 15. 16, ?9 111 20,
<br />711CO X 5/8' WOOD OLSHM AS D*MBUtM BY ALL POKY SCREW, BOLT & WPDOALTY CO.
<br />IN ON" TO MOISY THE ABOVE CONDSTION. ULTIMATE OEM WIND LOAM DETERMINED PER APM 7-If
<br />SHALL BE FIRST RIMUCIDD TO &S.D. DESIGN Woo LOAM BY "SKIING THU By O's IN ORDER TO
<br />CA) WOO" 1HRENOW POICOMITION INTO WOW OF YAPM ANCHORS SKILL BE I Ilr AM 2* MR MO PAMIXMASC PLUS
<br />COMPARE THESE W/ MAX (A.S.0) "M PRMM MINN INDICIOU) ON SHEETS 7 114ft 12.14. 15. to. 19 A 20.
<br />AM PAPEUNCE FEMALE 0.
<br />IN ORDOR 70 VERIFY THAT ANOODRS ON THIS P". AS TWO WERE MOT OWER SIVIESSIM, A SIR PICK
<br />ABE IN ALLOWABLE
<br />C.2) NISSAN THREADED PEWTRAIION OF tg= on THE WOOD FRANC UNIT SKILL BE ;O=w TmNEADSa
<br />PENETRATION INTO STUCOO SHALL of AS RAW OF THE INSPIRED THREADED 'W.
<br />STIUS FOR MID LOAM WAS Ba USED 04 ISKIR ANQLYSM IASIETIVIS SNICING TO WOOD 46 MEN DETERMINED IN
<br />ACCORDINCE WITH X&S. 20111�
<br />C,3) MASON EDGE DISTANCE Of LAC SCREW INTO WOOD SKILL SE AS ININCATED IN THIS OPINING
<br />STORM PANEL'S ADEQUACY FOR ~ AND WIND INSISTANDE HAS KEN vatinm IN ACCONICANCE ON SECIRM 1626 OF
<br />THE ADM MENTIONED CODE AS PER IRONWARE 040*OZMW III TESTING INC. REPORT W500. W570 & 06-T30 AND
<br />CA) MISAWN FORESTATION OF WOOD 941SHING SHALL BE 5/r. 1/4- #20 Safm USED SHALL BE 1 1/2- LONG WMAW
<br />FD*SWXWN 10510110 IA& M. R"I 02M & #2128. AS PROTOCOLS TAS-201, TAS-202 AM TAS-203.
<br />SHOLU STU= EMT. AND I" BAHRAIN FOR WALLS WITH NO STUCOM
<br />AS WELL AS AWWM SM LAB OF SOUTH FLORIDA REPORT AS PER TAB 201. TAB 202 AND
<br />TAS 203 SIAMIMAOIL
<br />C.5) IN CASE THAT PRECAST STORE. opt PRECAST CONCRETE PANELS. STUCDO OR Wow BOARDS K FOUND ON THE OUSTING
<br />2. ALL ALLAMPLIM EKTRUSIONS TO BE 6063, -141 NAM NO SUPER (LINUESS OTHERWISE NOTED), SEE SWEI 1
<br />WALL ANCHORS $%ILL BE LOW ENOUGH SO _1 ne WAIN STRWW MOM SICH PAMEL&
<br />ANCIM)PAINE 94AU K AS MENTIONED IN C.I)� Cf)% CA)
<br />1
<br />3. ALL N-UkW" SHEET METAL USED AT CUOSLNIM SKILL 04W 3105-"14 ALLOV.
<br />(0) ANCHORS 94ALL BE INSTALLED FOUAWMC ALL OF THE RECDMMDKWMNS AM SPOWIDUKINS OF THE AWCMW5 MAM1WACT%*M
<br />4. ALL SM SWET NEW PANELS 94ALL NINE STRUMMIL O"M S11XL ASTW A-4541 MADE 50 MONIUM. G-60
<br />GALVANIZED 5111% DESSMATION TIM- 56.$ 1W (AFTER MI=),
<br />S, PANELS MAY ALSO BE INSIALLED HORMIALLY FOLLOWING INSTALLATION DETAILS 900 ON SECTION 3 THROM 10 (SHEETS 4
<br />DOOM 6) Da" THAI WADERS 0 A 0 SHALL HOT BE USED.
<br />* ALA. SCROWS TO K STAINLESS SIM 304 ON 310 AM SERIES 09 COMO" ASSISTANT C090 CARBON STEM AS PON
<br />ON SWIS W/ 50 MI YIELD STRIMTH AND 90 10 TENSILE STRENUM a SKILL COMPLY W/ FLORIM RAOM CODE
<br />9� TY SHALL K THE iNWOMMMUTY OF THE CONTRACTOR TO VERVY THE SOLMMM OF THE STRUCTURE WHERE SHVITER 0 M BE
<br />SECTION 2411.3.3.4.
<br />ATTACHED TO IMSLWE PROPER MOCKOR04L THIS 94IMM 04AU ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BULD94M
<br />* SOLTS TO BE AM A-307 C^VWM Sr1m_ OR AM 304 SUM STAINUESS STED. WITH 36 IW MINIMUM YEW
<br />srft&lwft
<br />TO. EACH RE=AR SIM PANEL WISH LENGTHS OWEN Ir-S TMROUGH t2'-4*. AS PER SECTIONS 6, S. 9 a, 10 AM ALTERNATIVES awl
<br />9W IS IOW ON SHEETS 5, 6 & 12 RESPCCIRILY. SKILL HAME A LEMOUE AND READILY VISIBLE WMANG INSIRUCIING OWNER OR
<br />7. AN04M TO WALL %W" BE 14 FOLLOW
<br />SMART TO SOCIRE PANELS WIN APPLICABLE RVAPORCEMENT W*4 PORICESS OF HURRICANE IMAIMING.
<br />W Miss POUND MOT
<br />11. THE 0WALLATIONI 03MOACTOR 15 TO SE
<br />Al"AX ALL SHIAM COMPONENT WOES WHICH REMAIR IN CONDAUWS MWACT WIN
<br />/" TA
<br />Topow somim As ITT Lix &A=. PIC. w.. r.-3ts2 wj,)
<br />THE UNLD" SO "tema WM~ WSSSSM,
<br />11/*"*
<br />/4 0 X 7/0' CMX-1M MICHOM AS MAMINACILM BY OORALT 1C. (MIN. ('9-300D P�L)
<br />- 1/4*9 3/4' S0UO-SCt ANCHORS. AS DWRGUW BY ALL POW SCREW. SOLT & SPVCKIY 00.
<br />12. STORM PAWL INSTALLATION SHALL COMPLY WISH SPECS INDICATED IN THIS 01011104 PLUSANY ERNUTNS AW ZONIM; REMASSM
<br />(bm� 01MOO P-10
<br />PAM)ED BY THE A$tWCnO" WHERE POW 6 APPLIED TO.
<br />I
<br />- 114- 0 PANEXMXTE FDA" 0 & PAWL.MATE " ANCHORS, AS ~ACPJFkW BY ELCO CowmxnoN PRODMT&
<br />(WN. VC-3354) P�L)
<br />13. (a) THIS PODOXI EVALUATION DOCIAMENT MLO.) PREPARED BY THIS ENDIMEOR 15 GENERIC NO DOES NOT PACPADE "'CAMATID"
<br />- t/4"t OF TAP-ORIP ANCHORS. AS MMWAMM BY TRUFASt CORPORATION (f'C�3400 p�l)
<br />FOR A WE SPWWK PROJECT. Le. WHERE THE SITE CONW104 DMTE FROM SHE PX_C,
<br />At) WOM OANEDMEMI OF TMVON ANCHORS INTO POUNCE) CONCRETE SHALL BE 1 3/4.' r MR FAMELMATE FEMALE
<br />W CONTRA" SO BE RESPONSIBLE FOR THE SELECTION. P4XHASE AM INSTA11xnam IN Roo=
<br />mucomo LIFE SAFETY OF THIS P
<br />wm ON ita pxo. nwA= m1sw DOES NOT mvwt FROM THE ODMOMOMS OVAILED ON THIS DOCUMENT.
<br />0 NO FANDIASTE PLUS AND 1 1/4* TOP OF 1AP-QPMP AMCMDAIL
<br />CONSTRUCTION SAFETY AT SITE a SHE CONTRACTOR'S RESPOKIS@Lny
<br />A.2) CALK -IN & SDUD-SCT ANCHORS SHALL BE EMBEDDED 7111' PRO THE POUNIOI CONCRETE NO VABEOMENT 100
<br />(4) THTS P"WjCT rAuwm 0001AIENT WILL SE �� PAMUO IF MODIFIED
<br />SMCIO SHALL SE PERWITTIED. 1/4' 020 SCRE USED SKILL SE 1 1/2- LONG MINIMUM SHMAD STUDDO EXISTS.
<br />NO I' #ANIIRIM FOR WALLS WISH NO STU1000. AND MY BE WADED SCREW OR ALL THINAGED SCAM W/O HEAD.
<br />(d) SM SPOICIFIC PROJECTS SHALL BE PREPARED Wf A FLORIDA REAMICRIOD ENGINEER OR APCHITW MOM WILL BODMIC THE
<br />MO WITH WM MUSS.
<br />ENGINEER! Or RECORD (EaR.) FOR PIE PROJECT NO *0 WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E.M VIPEROUS OF RECORD ACTING AS A OWAPTID ENGINEER 10 THE
<br />0,3) 00 CASE THAT PRE"M STOW, PRVCAST CONCRETE PANELS. PAM S=CO OR WOOD BOARDS BE FWMD ON r
<br />PIZZ. VIONOM SKILL 200 SO THIS LATTIER �4 STSE SPECIFIC MOOM FOR Mr."
<br />011994 WILL OR FLOOK AWHOPS SHALL BE LONG BMW TO REACH THE NAM STRUCISPIE KKNO S"
<br />PAWLS. MCHORNME SKILL BE AS MENTIONED SM A, I) SO IN A.2).
<br />(a) THIS P.E4 SHALL WAR THE DAN AM *WW1ft SEN. NO M"TUK OF THE PROFESSIONAL
<br />VICTIM Or FROM reAT PREPARED ff.
<br />!W A;W-
<br />!a1/U4'W1"SA1OON ANCHORS KA$ MAN(WACTUREQ af I. T� W. atam. INC.
<br />,4;U
<br />14. SHUTTER MAPILFACTIMS LABEL SHALL BE LOCATED ON A REAMY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WISH SECTION 17010.9.3 OF FLORIDA SIALOW COME, ONE LAM
<br />1�4' SI , '=1 AS MAKWACKRID BY OCIP T W. (WIN. r-I. I)
<br />L
<br />SHALL BE PLACED FOR VVM OPENIMS L49DAW TO COIKY WITH SECTION 1709.1.2 OF THE
<br />'V AMNCOMOM". A. DISTRIBUTED BY ALL POINT BMW. IXXT a SPOCAVY Co.
<br />FLORIDA INALINIC Dow
<br />1'_000 P'61)
<br />;t'O FANIDAMIt FEMALE 0 AND PAMMMATE PLUS ANCHM AS MANUFACTURED BY ELCO coNsnuictioN
<br />THIS MOM 04ALL ONLY BE USED TO
<br />SM" OBTAIN PERMITS IN THE STATE OF' FLOP"
<br />PROCACTS (MIL re-2071 P.Q W I
<br />Ile # OF TAP-ORP, ANCHORS, AS MAWFACTURED BY TWJ-FAST CORPORATION
<br />0 1) MW" OOMME14T OF TAPDON ANCHORS, ELCO PAMELMATES AM OF TAP-OSWP MOM omm"M SHE
<br />FLORIDA BUILDING CODE fth V#Wefly Hurd"
<br />a-= UW MOLL SE 1 1/4. :
<br />MD.
<br />�QKVANM sm sm FANEL
<br />167
<br />01) CALK-14 & SOUD-$Cr ANCHORS 94ALL BE 01011"DED 7111' INTO THE CONCRETE 9-Ock UNST. NO
<br />INTO STUCOD SHALL BE PERMITTED 1/4* �20 SOREWS USED SKILL BE I Ilr LOW MWAN
<br />"EST. me 1. W&AN MR Maus mi" No SRM. a
<br />III liven— *OBAL PitaircTION Pmwm Ur -I
<br />CONCRETE
<br />INSTALLATION DETAMILS FOR REQU PAmELs (I & 6A
<br />INTO
<br />X
<br />O
<br />E
<br />NCRETE
<br />R CONCR
<br />LOCK ST91--
<br />BOSTON POURED CO.
<br />CRUT SU)CK
<br />USED.
<br />with "unKa At TnNAYK
<br />EA EDOE DIFIANCE
<br />(SEE SCHEDULE ON
<br />SHEETS a A, 9)
<br />OR COMMOM OF SUMM
<br />TOP BOTTOM MOUNVINGS CAIN BE
<br />CoMem IN MY WAY TO SUFT ANY
<br />2-X7-Xl
<br />&UMM AN=
<br />6. MATERIAL CHAROWTERWICS 0 SPECOCAMNAG
<br />Shan be at In accordance with General
<br />I rictly Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176, Anchor specifications &hall be as Indicated on sheets 1. 7 and 21 of
<br />drawing No. 20-176.
<br />26, of Product Evaluation Document (P.E.D.),
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14� indicated
<br />on sheet 1 of 26, as well as General Notes X 1 thru 4 and 11 thru 16, Indicated
<br />-176
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20
<br />prepared by TlIteco, Inc. and signed and sealed by Waiter A. Tifift, Jr., P.E.
<br />7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on Section 1020.2 of the Florida Budding 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 Licarise
<br />No. 44164 President of Tifteco, Im (FkwWa CA-0006719).
<br />N, T140.%,
<br />.44167
<br />STATE OF �-�k
<br />WATILL
<br />CIATILTECOADMONREWROSIP.S. RSPORT.2O%QLOBALPR0T1EC`n0N PRODUCTS, LLC 20 GAGE
<br />GALVA14t= STEEL STORM PANELI ORM NMI W REPORT I 2D-on&of
<br />I 10 ECO mcX.
<br />TILLIT TESTING & ONOWEERIM COMPJUVY
<br />WALIMILA. MUT� M. P.L .00M)
<br />PRODUCT EVALUATION REPORT F1.11111"Tt-ft., 44W7
<br />IMPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY. Storm Ponels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProtecUon Pnduo&. L
<br />48M S.W. 51 Street
<br />Davis, Florida 33314
<br />1. PLIRPOSE OF EVALUATIQ&
<br />This is a Product Evaluation Report Issued by Waftr A. T11111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />SIG20-3. Method 10 of the Florida Department of Business and
<br />Professional Regulatflan.
<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 Budding Code, and to vs* that the product Is for the purpose Intended
<br />at least 9"Nalent to that required by the Code.
<br />This Product Evaluation Report shelf be subjed to review and revision In case of
<br />a Building Code change that may affect its lirdtations and conditions
<br />2. EVIDENCE SUBMITTEDe
<br />Z1. PRODUCT MIALUA3]QN DOCUMENT (P.
<br />Drawing No. 20-175, titted *24 GAGE GALVANIZED STIEEL STORM PANEV,
<br />shoots I thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte Is
<br />Evaluation Report. 0
<br />167
<br />6-155 NX 36th Strte� Suite 305, Mistat Florida 33166 - (305)871-1 )to# fl, it 0 -1531
<br />COMPONERTS FOR REGULAR & LNE SAFETY STORM PANELS
<br />(SCALE 1/2-1")
<br />rl-------- v561W cram 110110 —I&IW (TOTAL
<br />-12.0w (EFTSCTMS NOTH) 1 7-
<br />1 1
<br />1/0- Saw
<br />WAS,
<br />_"w ""'N' "'"
<br />"MOM STEEL
<br />F AM A-453
<br />1LOW ON. TICK ;.Inr
<br />WAS 30 EW
<br />4-101 Qkv.
<br />okwtaw gm SM I �&
<br />2 1 TYP. AFTW A-41" aa. TTP--
<br />BMW 50 DUAL a
<br />I I'".- \ I OVAL
<br />as 0-0 GALV. -1:1PAIL A 44UT
<br />-------------------------- ---------------------------
<br />T SIM PANIEL (A END STOM PANEL
<br />Ava's no LIP
<br />W/ mum
<br />*O.W
<br />VNEV QUAIL A
<br />ROUSIDED "MR 0 ENDS OF PANELS
<br />.125*
<br />2-OW
<br />L 125*
<br />Do Lip W/ "Dow am Ism
<br />(M-T-S) "U AML @ AMI WFM MUD @ AN=- WM
<br />n
<br />4'
<br />TV Ivat
<br />__j_3W T OF PANIM AW. IW- Sir
<br />1 304
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<br />-Mi. 4W -
<br />NOLE WASHER 425`0
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<br />NufaLon WOO N/ APPITOWL
<br />IS
<br />MDMLS IL
<br />CONOM MCHM
<br />ONE: scwm as
<br />SHEETS a VIRDWIN
<br />CONCRETE BLOCK
<br />REQUIRED
<br />=1L
<br />D AND
<br />W UP -am
<br />AP&OW q DOW= AW"O"!
<br />flat a"
<br />IRS) (MM son" am
<br />NUB SHEETS, 9 weamm 0)
<br />NO I' WOE � VARIES . S/r
<br />IN" AAMIL TUBE IN 1' .7
<br />ek top" It"Im/ PT WOOD PLAIE SPACER
<br />—Wows"
<br />MEN I* WOE . wan 1/8,
<br />TUSE Olt I" - VARMS
<br />r"WOU'LATE "AM
<br />CONC= JACROPS
<br />(SEE Sma" SIM
<br />SWEIS THINKS" "7L
<br />@ "IF"' TRWX AIII0111 3 r, TR= IMAT PIAM
<br />WITIl sm
<br />IS
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<br />J
<br />e ASK Q.
<br />CA
<br />qw
<br />3116-1-
<br />_WP , AWW
<br />Two\
<br />MINION
<br />IM-RAP'l
<br />L"Lh wagunus
<br />Kvo� � \<'T /
<br />17 ape" am
<br />WK WERNcE 1 1
<br />7M0
<br />E. IF
<br />Lin
<br />(SEE SO4MULE ON
<br />94EEM S At 0) WAS avig-I
<br />F
<br />TOP a BOTTOM MOUNTINGS CAN SE
<br />COMBINED IN ANY 110 TO SW 71
<br />BE
<br />INSVILLATION.
<br />2
<br />LOW missile Impact load tests were performed under SSTO 12-M standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads sever
<br />Section 1709.8.3, par ASTM E-330. Test reports prepared by American Testing
<br />Lob of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William
<br />R. Mehnert P.E., Boriz Moroz, P.E. and Henry Hattern, P.E. and Report No.
<br />0210.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largesspada, P.E. and Henry Hattern. P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Budding Code. Tag Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123,01-10, dated November 23, 2010, signed and sealed by Julio 1—
<br />Gonzalez, P.E.
<br />Tensile lotet report No. SCM-198 by QC Metallurgical, Inc., dated March 13.200D,
<br />signed and "sled by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGM19MNG C"ULATIONS:
<br />On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design
<br />wind load, as won 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 />I no., dated 12M 8110 and 0&27/13 (fbr this revision), signed and sealed by Walter
<br />A 711fit Jr., P.E.
<br />I kj8,jILE IMPACT RESISTANM
<br />LaMe missile Impact under section 115091.2 of the Florida Budding Code, as per
<br />SSM 12-99 Standard and TAS 2DI.
<br />24 Gage Galvanized Steel Storm Parisi has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicatedon sheets 3, 9, 10, 11,
<br />12 and 17 of i a of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchior Spacing shall be as Indicated on sheets 5, 9, 10, 11, 13 thm 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvardzod St" ftffn Parnel has been v~ for code compliance to
<br />work as a non -porous storm Shutter assembly, as per SSTD 12-99 Staridard.
<br />Installation shall be performed strictly in accordance with details indicated on
<br />shoots 3 thru 0, 12 thru 18 of ill, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shelf be as indicated on
<br />sheets 3, 0, 13, 14, 15, iS and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />LMATEPJALTdiABACIERIOMCAAND-WJEOFJCATKEL-
<br />Shan be strictly In accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E. D.), drawing No,
<br />20-1711.
<br />Anchor specifications shall be as Indicated on sheet 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 I of I a of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />prepared by Tifteco. Inc. mid signed and sealed by Walter A- T111111, 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 Wafter A. TOM, Jr., P,E. (Florida License
<br />No. 44167), ProWwft of Tlftsco, Inc. (Florida CA-0006710).
<br />WAnL
<br />On TILTECO ADMON RECORDS % P. E. REPORT.2t
<br />SALVARMID STM STORM RAM kDRM #20-175 %
<br />1/4. 2/4. 3/4. 4/4. 5/5. 7/5.
<br />0,,1W/10. 2W/10. SW/10, 4W/10*
<br />* 6/5
<br />5W/10, OW/1111 & 7W/11
<br />r MAX IS: 'M CoNoWnt SEE SONuE ON 6, r VAX
<br />vWxNa SM SEC110" ON SWEI 10 & MIN.-;
<br />MML
<br />6 a 0
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<br />- - - - - - - - - - - I - - - - - - - - -- --
<br />BOLTED PANELS W1 1/4#-2(kl*
<br />UNWLTM PAWLS %L,1.W= V32'
<br />(SEE SECTIONS AS
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