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- I __ -, I, . 1 1 � III __ _L_ I � I I I I I U _1 - V 31 ----------------- ---- L_ 1 1 1 1 - - I I-
<br />ZI ILI ECO tr4c.
<br />�7\
<br />F%OIDUCTUALVAJUEAFIUVXZO-20&UAM 2
<br />3
<br />TILLFT TESTIM Ik EMINEMIND COMPANY
<br />22-TESTREPORTS:
<br />Large missile Impact and fatigue load tests were peftmied under Protocols TAS
<br />M MMERIAL CHARACTERISTICS AND. SPECIM"01ft
<br />Shall be strictly In accordence with General Notes and Componerts Indicated on
<br />WAT.THR A. TU=, At, RE,
<br />201, 203 as per section 16n of the Florida Building Code. Uniform Static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<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 ft 96-580 dated DB/09/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 2G-176,
<br />PRODUCT EVALUATION REPORT
<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 04/10/1998 and
<br /># 2126 dated 10/05/1998 wltneeW by Gilbert Diamond, P.E. and Report No.
<br />7.11MITATIONS AND CONDITIONS OF USE:
<br />REPORT Ni 20-0720.01
<br />0219.01-09, dated March 4,2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattern, P.E.
<br />7.1. Shelf be strictly In compliance with General Notes No. 1, a thrill 14, indicated
<br />DATE: July 28. 2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Intel, dated March 13, 2000l
<br />on sheet 1 of 26, as well as Gerieral Notes # 1 thru 4 and I I thru 16. Indicated
<br />an sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing NcL 204 76
<br />PRODUCT CATEGORY: Shutters
<br />signed and Reeled by Frank Grate, P.E.
<br />prepared by TIfteco, Inc, and signed and sesed by Waiter A. Tillilit, Jr., RE,
<br />PRODUCT SUI&CALTEGORY, stal Pools
<br />U-RRUCTURAL ENGINEERING CALCULATIONS!
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />delined on Section 11320.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load. as wall as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTUREFU Gkdal Protection Pr2dMG112-I.Lra
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block. and
<br />wood tame Structures.
<br />4800 S.W. 51 Street
<br />Davis, Florido33314
<br />deted 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />J.PURPOSE EVALUAMIN:
<br />I MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. T111111% Jr., P.E. (System
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President ofTilt000, Inc. (Florida CA-0006719).
<br />10 0 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />0 1 G20-3, Method I D of the Florida Dops rtm on t of 8 usl none a nd
<br />4_MD LOADS RESISTANCE:
<br />N. T14.14-
<br />Prollosallonail Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas Indicated an sheets 8,10,14,15,
<br />16, 19, 25 and 26 of 28 of Product Evaluation Document (P.P.D.), drawing No.
<br />.44167
<br />been vedilled 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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />at bast equivalent to that required by the Code.
<br />14,15,17,16, 19.20 25 and 26 of 26, Of Product Evaluation Document (P.E. D.),
<br />STATE OF
<br />drewing No. 20-178.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />INSTALLATIOND
<br />NA.
<br />a Building Code change that may affect Its limitations and conditions
<br />5.
<br />11111111101111INN
<br />I natallation shall be performed strictly in accordance with details indicated on
<br />WATU
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALU BWOOICUMENWIR"
<br />shearts 3 thru 7, 10 thru 20, 23, 24 and Z8 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />W TILTECO ADMON RIECOROS I P. a. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC 1120 GAGE
<br />COLVAIMIZ150 STEEL STORM PAll ORM 0 20-41IS REPORIF 0 20-OnM
<br />Dirawling No. 20-176, Ided 020 GAGE GALVANIZED STEEL STORM PANELl",
<br />indicated on sheets S. 14,16, 25 and 26 of 28, of Product Evaluation Document
<br />(P.E.D.), drawling No. 20-178.
<br />sheets 1 thru 26 of 26 prepared by Tiltoco, Inc.; signed and sealed by Walter A.
<br />TIllit, Jr., PIE.; dated 07/28/2020. This drawing Is an integral part Itmals",
<br />Evaluation Report.
<br />ky� J1441
<br />T, P
<br />No, 44167
<br />4167 1
<br />"A
<br />7. -Q:t STATE OF
<br />'7OR11P.
<br />'0V
<br />6355 N.W. 36th Sftell, ftite 305, Mi". Flori
<br />j& 33166 - Phone. (305),871-1530 -
<br />(40"
<br />9 3) IN CAR THAT PRDUW I'DW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS ME FOUND ON THE
<br />DUSTING WALL A4CHM SMALL BE LONG PMP TO REACH THE MAN STRUCTURE 00" SUCH PANELS.
<br />DOCUMENT (PCD) K45 BEEN YVWU FOR DMPUV4CE IN
<br />AMCMORACE SKALL K 06 MENTIONED 0 9.1) AND IN 9.2).
<br />ACCORDANCE WITH THE 2= (TIP EMM) Or THE FLORIDA SIM.Dow; CODE.
<br />(C) M-0 - 611 MN'
<br />COLOR WIND LONDS SMALL BE DETERMINED AS PER SECFKIM 1520 Of THE AWK MWXMW COW
<br />FOR WIND S-90 AS RWWM IN TW 4URISDICTIO. "M "ON I
<br />1/4V�TAPCONMCMM, AS WMFAMNM By 1171W &JIM. INC
<br />014-10 PAWLMATE FEWILE 10 AND PMAItATE " ANCHORS, AS ~ACTURED BY ELM CONSTRUCTION PRODUCTS
<br />:
<br />FOR DOIECT*NWW FACTOR M-0,86. USING ASCE ?-16 AM SHALL ,rM
<br />1/4 LAr SCREWS PER N.U.S.
<br />COACH PRESSURE IMITINGS 00"IED ON SHEETS 7 THRU 12, 14. 15. 15. It At 20,
<br />7/16'0 - S1W WOOD SUINING. AS DMTRBU= BY ALL POINT SCREW, SOILT At SPECIALlY 00.
<br />IN ORDER TO Met THE ASOME CONDITION. ULTIMATE "GN WIND LOAM DETERMINED PER ASCE 1-14
<br />SHALL. BE FIRST REDUCIED TO ASLO OISICN WIND LOADS BY MULTIPLYING THIDA IFY 0.6 N ORDER TO
<br />C 1) UNW-W THREADOD PDVT^rA)* INTO WOOD OF YAPCON ANCHORS SMALL BE I Ilr AND 2* FOR ELCO PAWXWTE PLUS
<br />AND PAWUMALI FEMALE a
<br />COMPARE THESE W/ LAW (AS,D) DESIGN PRESSURE RATINGS WKWATIOD ON SHOETS I ItM 117. 14, IS. 16. 19 A 20
<br />100 ORDER 10 %UWY THAT ANCHORS ON THIS PIED. AS TESTED WERE NOT ORR STRIMSED. A JS INCREASE IN ^W"AaLl
<br />C 2) MINIMUM THREADC) PENETRATION OF LAO SCREWI WTO THE WOOD TRW UNITI SNAa SL t 1/2-. NO THIREADED
<br />PENETRATION INTO SFJCCQ SNALL BE CONSIDERED AS PAW OF THE REOUIRED THREADED PDKmraN,
<br />STMESS FOR OW LOAM WAS ELL USED IN THEIR ANALYSIS, rASWM SPACM TO WOOD HAS BEEN OETVVATO IN
<br />ACCORDANCE WITH NID.S. 20111,
<br />C1) MINIMUM EDDIE DISTAPICE OF LAO SCREWS, INTO WDIND SOU BE AS $0"70 IN THIS DRUMM
<br />STORM PAWS AMOUIACI FOR IMPACT AND WIND MISIANCE HAS SUN VM" IN ACCORDANCE WW SECTION IBM OF
<br />THE A90M MENTIONED CODE AS PER MUftrANE DiONED" A, 7ESTIM) INC. REPORTS 96-50, 95570 At 95-T30 AND
<br />C.4) MMAKM PENETRATION OF WOOD BUSt SHALL BE 51W. 1/4' 0-20 SCAM USED SHAJA BIT 1 1/2' LOK MINIMUM
<br />FEWSTRATION TDOWS LOB INC., REPORTS #1032 A 02126 . AS PROTOCOLS TAS-201. TA&-202 AM TAS-"3
<br />SHOULD STUCCO DIED AND I' MINIMUM FOR WALLIS WON NO STUCCO.
<br />AS WELL AS AMONCAN IM LAO OF SOUTH FLOM REPORT AS PER TAB 201, US 202 AND
<br />TA5 X3 STANDARDS.
<br />CS) IN CAM THAT! PRECAST SYVW- OR PPEtW CONCRETE P4'ID-% S=OO OR WOW BOARDS BE FOUND ON THE DUSTING,
<br />It ALL ALUMINUM Onmad ro BE st ALI AND nwat. (unums otmanew AIMED) SEE SHEET 2
<br />WALL. ME LOW ENCUCH TO REACH TWE MAIN STRUCTURE WOO SUCH PANELS
<br />MOO =t MSRAIVIIJAE AS MENTIONED IN C 1), CJ) Ar CA)
<br />3 ALL MANM SHEET WETAL USED At CLOSURES SHALL NAVE 3105-H14 AU.M.
<br />(0) ANCHORS SMALL BE INSIALLED FOUAWM ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANC"OR'S MANUFACTURER
<br />4 ALL STEEL SWEET METAL PAWLS $441 NNE STRUCTURAL QUINUITY VOL ASTIN A-653 CRADE 50 ~AA, r80
<br />CALVAMM STEEL DESOMTMN INIVY. 511.3 Will (AFTER FIOUXO).
<br />6 PANELS MAY MLSO BE INSTALLED "ORAIMINIALLY FOLLOWING ORTIALLAXION MAU SHOW ON SECTION 3 TWODA. 10 (SHEETS 4
<br />Doom 6) a0in THAT, WADM CD Al 0 94ALL NO BE USED
<br />5. ALL SCREWS 10 K STAINLER$ STEEL 304 OR 316 AIM SIONES OR CORMOSM RESISTANT COATED CARBON SIM AS PER
<br />VAN 3011118 W NO YIELD STRENGTH AND 90 he TENSILE STRENGTH Ar 94ALL COMPLY W/ FLORIDA SURLDING CODE
<br />W 11 WALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VUWV THE SOUNDNESS OF THE STRUCTURE WHERE SIVITER 6 TO BE
<br />2611�50
<br />SECTION .3,4,
<br />A17ACHO 70 INSUK PROPER ANCHOMME 7415 SHUTTO SHAUL ONLY ME AITACHIED To CONCAM St OR WODO FRANC
<br />KAWNO
<br />6, It TO BE AVTM A307 GMAHM St� OR AM 304 SERIES STAINLESS STEEL WOH jo IR4 WNWM YIEUD
<br />STREMIX.
<br />10. EACH PEG" STORM PANEL WITH LEMONS OYU V-0 THROWN 12'�*� AS PER SECTIONS 6, 8. 9 & 10 AND ALnlft-WM so,
<br />9* At IOW ON SHEIVIS & 9 It 12 RESPEC71.00I $KAU HAVE A L028LE M40 REAMY VOW-C WJDtWC INSTRUCTING OWNER OR
<br />I AN04M TO WILL 94KL K AS FOLLOWS
<br />IDW$r TO SECURE AMUS WITH APPUCAIRUF REINFORCEMENT DURM FORCES OF HURRICANE WARNING
<br />(A)
<br />11 THE 01STAXATION CONTRA" IS TO SEN.."CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTRUCI OONITACT *IN
<br />rr I.T111 Sam, I"t (M. `_M2 "'i)
<br />THE RMUDING TO PRDRM "dD/Wk INTRUSION,
<br />:/4 - 0 . I/r CAI ANCHORS, AS MANUFACTURED EW OEWALT INC. (ANN, t'.-3= PxI.)
<br />14*0 A 3/4' SOUO-SIET ANCHORI AS DISTIRWIUTED BY ALL POINT SCREW, 1100' & SPECIALTY 00.
<br />12 STORM PAMEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED At INS DFUMMAG PLUS ANY SURLDING1 AND ZONINC RECULATKINS
<br />(MI" re-3001I P.-L)
<br />PROWED BY THE JURISDICTION WHERE PERMO IS APPUED TO
<br />#I*-tO FNin)AME FEMALE 0 A PANELIAITIE PLUS ANCHM AS MANUFACTURED BY ELOO, CONS"Wcr*N PRODUCTS
<br />(ANN. t'-3= " Q
<br />13 (4) THIS PRODUCT COLUATXVO DOCUMENT JPI D.) PREPARE) BY THU EACRAER IS GEWRIC An DOES ACT PROVIDE INFORMATION
<br />114m# OF TAP-OWANCHDRS. AS MARMACIURED BY TRU-FAST CORPORATION (rYAO
<br />FOR A SITE SPECIM PACIIAECT, 1. WHERE THE SITE CONDITIONS WAITE FROM THE PLD
<br />41) MOM AMENDMENT! OF TAPCON ANCHORS PRO PWIM CONCRETE SMALL BE I 3/t` 2' FOR PARELMATE FEMME
<br />(b) CONTRACTOR TO BE RMFQNI FOR THE SELECTION PUMCNIOU AND WA"DM VICLUORK LIFE SWETT of THIS FROOLICT
<br />W= ON THIS PEA PROVIDED HE/SHE DOM NOT MOZi FROM THE CONDITIONS DETAILED 000 THIS D=A4M
<br />0 NO PSC"TE PLUS AND 1 1/4- FOR CF TA-4MP AMC14ORS.
<br />CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTOR'S RESPONSOLRY
<br />A.2) CAIX-114 IN, SOUD-SET ANCHORS SHALL K EMBEDDED 7/9* INTO THE POtM CONCRETE 40 ]EMBEDMENT MID
<br />THIS PRODUCT LVALUATION! DOCUMENt At BE CONSIDERED PWAUD IF MODIFIED
<br />WUOOO SOLL BE 00turit 1/4- o-20 ScRrAS USED SHMi BE 1 111* LOWr memmum staAD srumo Dar,
<br />NO I' MINIMUM FUR WALLS wam No STUCCO. AM MV BE WADED WRM ON ALL TWO= 9CREWS W/O HEAD.
<br />BUT WITH RAW ARTS
<br />td) SITE SPECIFIC PRQUECTS SIVILL BE PREPARED Of A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHIC WILL BECOME THE
<br />ENGINEER OF RECORD (E-OR) FOR THE PROACT AND WHO WILL BE RESPORSftE FOR THE
<br />PROPER USE OF THE F.EO BIGHM Or RECORD ACTING AS A DEUSATED ENGINEER TO THE
<br />A 3) IN CASE THAT PRECAST STOW- PRECAST CONCRETE PANELS, RAWIS, STUCCO OR VOW DW" BE FOUND ON THE
<br />PLEDI DOGINCEB, %Alk jZoINT To THIS LATTER fk STE SPECIFIC OWAWS FOR Wvdm.
<br />EIWINC W" OR FLOW ANCHORS %%1U. K LOW MAIN TO REACH THE MAIN STRUCTURE WOO SUCH
<br />PANELS ANCHORAGE SHALL N AS MENTIONED IN A 1) AND 0 A.2).
<br />(e) THIS PI-0. SHALL, KAR THE DATE me O1QDftAL SEN. AND SIGNATURE OF THE PrWESSIDAAL
<br />ENGINEER or mmm THAT PREPARED IT
<br />W nuram CONCRETE am VAL, Arm C601 SUILDIM PC.
<br />*TUM W I I *
<br />TAIM '"C"M AS "WAL
<br />14 SHUTTER MMILWACTURERS 1,41111D. 91ALL BE LOCATED ON &READILY 'ASMILE LOCATION AT StORW
<br />;41 . 7/a, tALK-m ANCHORS. 4ks Mviuricyupw ir K I INC. twl ec i5oo
<br />VAL
<br />;
<br />PAM SHIATER IN ACCORDANCE WITH SOCTIOW 170@SJ OF FLORIDA BUILDIND CODE. ONE LABEL
<br />SIMI BE PLACED FOR CVM OPENING. LABUM TO COMPLY All SECT" 170.9 2 OF THE
<br />IjA-* X 3/4- SOUID-SEr ANDOr4S, AS OMMM BY ALL POINT SCREW, DOLT SPECIALTY CO.
<br />FLORIDA BUILDING CODE
<br />(Mlw� f'-Iaw P..J,)
<br />fl-10 PANUMATE FEMALE to AND PAWLIMATE PLUS ANCHORS. AS MAKWACTURED BY ELM CONSTRUCTION
<br />R
<br />THIS WMM $WILL 0 LY BE USED TO
<br />Prioclum (W r-2071 o. I) too"" MAN PERMITS IN THE TOOE OF ADMA
<br />1/4- 0 CF TAP-W ANCHORS, AS MANUFACTURED BIT M-FAST CORPO111AtK)M A
<br />B 1) WW.W DAMUM OF TAPTION ANCHORS. aCO PAINVIAt AND OF TAFI MOM INTO THE C--"
<br />FLORIDA BUILDING CODE (I*gh Velocity Hu
<br />BLOCK UNIT Swu K I 1/06� am "000111, C
<br />20 CASE IMLVAMM STEEL SYM emu
<br />AAC.Q
<br />0.2) CAIX-04 Ar SOUDI-SET ANCHORS *IAU BE DAEWO T/r INTO THE CONCRETE EIL 1
<br />167
<br />INTO STUCCD 5HALL BE FERUMM� 1/4* 0-211 SCREWS USED SWU BE 1 1/2- LC=."�
<br />T_ _n PRODUCTS, U.C.
<br />�LOBAL PNMCTION ;;;�� �C
<br />EXIST. NO 1' MINIMUM FOR WAUS WITH NO STUCCO. -12,1_
<br />11TI-rr
<br />CONCRETE BLOCK
<br />REMAINED.
<br />four so=" ON
<br />slan a Twoumm 9)
<br />$a" 3/0-1
<br />INSTALLATION DETAILS FOR REGULAR PANELS nj 6A
<br />INTO EXISTING POURED CONCRETE OR CON BLOCK STRUCTURES commm OCHM
<br />(M $Dow am
<br />I A-CHM T son A romoual 9)
<br />am
<br />04M a nooLw 0) CONCRIDE ANCHM
<br />MR $clap%" lw -�4
<br />am" a immouw
<br />-1-4 W.
<br />AI \ - /2'
<br />"' fx"11#
<br />Awl
<br />I var, Too, a
<br />Im oc, ED
<br />-0 CONCRETE BLOCK
<br />e.L� I REOUNM
<br />ON 0 ft.
<br />ANY SPA 0
<br />oc
<br />TV7
<br />=700144111
<br />J
<br />CONCRETE BLOCK
<br />WAUSO
<br />I -A- _i� I
<br />VAW we 0
<br />'t yr= ;-I
<br />Comm DI A`ICKMA
<br />rd
<br />clu immm an - _1
<br />RW
<br />SWErs a Onum A)
<br />ou" g&a
<br />ALTEnL4W
<br />CR go MOUNit
<br />r
<br />LO. -C EDGE DISIAM
<br />SEE SCHEDULE ON
<br />SHEETS 0 A 8)
<br />I N:== =CANK
<br />COkSM IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />I ILI ECO IN
<br />TILLIT TESTING 4 ENGINEENIF 01 CrI Y
<br />WALTER.A. IXUT, 11L. r.E PRODUCT EVALUATION HE 1,111P�1-4_467
<br />REPORTNO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SIUR-CATEGORY. Stim Panels
<br />PRODUCT NAME; 24 GAGE GALVANIZED MEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />48W S.W. 51 Street
<br />Davle. Florida 33314
<br />1. PURPOSE OF EVALUATIONO
<br />This is a Product Evaluation Report Issued by Walter A. TIUK Jr., P.E. (System
<br />ID # 1900) to the Global Protection Products. LLC, Rule Chapter No.
<br />1111,14128-3, Method 10 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 co , mpffame In accordance with ft 202D Seventh Edition of the
<br />Florida Building Code, and to vet* that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report sholl be subjed to review and revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUMMED!
<br />2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.);
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />shoets I thru 18 Of 18 prepared by TIlteco, Inc.; signed and assled by Waiter A.
<br />Tillit, Jr., PIE.; dated 0712712020. This drawing is an inte 0 Is
<br />Evaluation Report.
<br />167
<br />21
<br />-11%. ITT I
<br />ZT K �W
<br />6-355 N.W. 36th Street Suite 305, M&ML Florida 33166 - Phone; (305) 971
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1-)
<br />I5_IW (TOTAL Wurw�__.. (TOTAL OVT4)--
<br />--itsw llurmmllg Wxy%�-_
<br />I.Sw-, _5W ^'3w
<br />COAL N" 77
<br />Smy �14
<br />olow M" DOCK -
<br />2,857" con- We, II= WW�
<br />Gkswim STEEL am CKV.
<br />TYP
<br />TYP AM &-M TYFI or.
<br />own 20 OCTAL Ay
<br />C-W CALY,
<br />I]BMAL A
<br />_67 - - I 4LF
<br />---------------------------
<br />(3) STaft rLMO smu PANM
<br />Flit po�mr-
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<br />tool,
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<br />21
<br />ISOMEMC V" DIETAIL A LwJ
<br />ROUNDUP CORNER 8 Oft OF PAI
<br />00 UP W/ HOAMO EDDE. (1) Pr N M= ANGLE WTTH STUD ANGLE WITH
<br />REVERSE STU
<br />I/M A, 2/14
<br />PANEL _iw- J125.
<br />_j L Sit row lawrall To
<br />I, 34M SO=
<br />1�407*t!31113' .375* .9W lant 12 Iraa
<br />V_ I
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<br />:1.343 kOW
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<br />KEY N= WASK .625*0
<br />7.00[y it 13
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<br />LL TEST REF43RTS
<br />Large missile Impact load tests were performed under SSTD 12-M standard as
<br />per secUon 1609.1.2 of ft Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-WO. Test reports prepared by American Testing
<br />Lob of South Florida, Report # 0914.01-01 dated 03/11102 witnessed by William
<br />R. Mohner, P.E.. Borlz Moroz, P.E. and Henry Hattem, P,E. and Report No.
<br />0219.01-09, dated FebruM 25, 2009, signed and sealed by Edmundo
<br />Largeespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />load Ingo per Protocolis 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 November23,2010, signed and sealed by Jullo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13.2009,
<br />signed and sealed by Frank Grate, P.E. as psrASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. IOKII 318, dated December 1, 2010 signed
<br />and Sealed by Jeffy Jackyfano, P.E. as per ASTM E-8.
<br />2.3. AIEMTURAL ENGINEENNG CALCULATIONS:
<br />On 24 Gap 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 Tiltsoo,
<br />I nc., dated 1211 Bill 0 and 0847/13 (for this revision), signed arid waled by Walter
<br />A. Tllllt Jr., P.E.
<br />3. MIISSILE IMPACT RESISTANCE:
<br />Large milsaft Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12ilmlilg Standard and TAS 201.
<br />& WND LOADS RESWANCE-
<br />24 Gage Galva nized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as Indicated on shoeft 3, 9, 10, 11,
<br />12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing she][ be as indicated on sheets 6, 9, 1% 11, 13 thrul 16
<br />and 18 of 18, of Product Evaluation Document (RE.D.), drawing No. 20-175.
<br />24 Gap Galvanized Sles! Storm Panel has been verified for code compliance to
<br />work as a non -porous Storm shutter assembly, as per SSTDI 12-99 Standard.
<br />,/,V i
<br />MAX� CAP
<br />1/4. 2/4, 3/4. 4/4. 5/5. 7/5.
<br />3
<br />Installation shall be performed strictly in accordance with details indicated on
<br />aheets 3 thru 8, 12 th ru 10 of 18, of Prod uct Evaluation Document (P.E. D.),
<br />drawing No. 20-175. Minimum separation to glass shelf be as indicated on
<br />sheets 3. 6,13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />(RED.), drawing No. 20-175.
<br />L-MATIE CHARACTERMCA ANO SPECIFIMnON&
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175,
<br />Anchor specifications *hall be as indicated on sheet I of 18, of Product
<br />Evelustim Document (P.E,D.), drawing No. 20-176.
<br />7. -LIMITATIONS AND CONDEMONS OF WE.
<br />7.1. Shall be offictly In compliance with General Notes No. 1, a thru 14, Indicated
<br />on sheet 1 of IS of Product Evaluation Document (P.E.D.). drawing No. MITS
<br />prepared by Tiftoo, Inc. and signed and eased by Waiter A. TOM, Jr., P.E.
<br />7.2. Product shelf not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an 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 Eveduation Report prepared by WafterA. Wit, Jr., P.E. (Florida License
<br />No. 4411M, President of Tiliteco, Inc. (Florida CA-0006719).
<br />WATIII
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