|
Z I ILI ECO
<br />PMDI M"ALVAUQX��111. 2
<br />PeTnDurr EVALT AMN MEMILL NO, 2M7M.01 3
<br />irjc\.
<br />TESTING A EPAINEERIND COMPANY
<br />2 2. TEST REPORTS:
<br />11. MATERIAL CHARACTERISTIC AN APECIRGAIJOR&
<br />WAT TER A. TILLrr, JPL, R8.
<br />FL . L.2 ". -.1.
<br />Large ITIMIlle Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1628 of the Florida Building Code. Uniform static loads
<br />Shall be strictly In accordance with General Notes and Components Indicated on
<br />cheat 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />n C I Li- N.. TOW. TV
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No-20-174L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-509 dated 08/09/1998, #W570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176,
<br />Fir UATIDN REP015r
<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 04116/1998 and
<br /># 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.-LIMITATIONS AND CONDITIONS OF USE*
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 20DO, signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, a thru 14, indicated
<br />CATE: July 28. 2020
<br />Tensile test report No. OCM-197 by OC Metallurgical, Inc.. dated March 13, 20D9.
<br />on sheart I of 26, as well as General Notes N 1 thru 4 and 11 thru 18, Indicated
<br />on show 21 o1`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shufts
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by TIltsGo, Inc. and signed and sealed by Waiter A. Tillit, Jr,, RE,
<br />PRODUCT SUWCATEGORY, Storm Panels
<br />2.& UCTURAL FINGINECROLO-CALCIMATOW
<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 />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 Protection Produeft LLC.
<br />length based on rational and comparative analysis, and In accordance with
<br />sWlon 161 a of the Florida Building Code. Calculations prepared by T'ifteco, Inc.,
<br />7.3. Product shal I only be Installed Into poured concrete. concrete block, and
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A.Tillit, Jr., P.E.
<br />Dovie, Florids33314
<br />1. PURPOSE Of-EYALUAT
<br />3. MISSILE IMPACI RFAISTANCEA
<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.T11111t, Jr., P.E. (System
<br />Large missile Impact under section 1828 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilt000, Inc. (Florida CA-000071 9).
<br />10 # 19016) to the Global Protection Products, LLC, Rule Chapter No.
<br />0 1 G 20 -3, Method I D of the ISI art do Do pa rtm on I o If 0 ual nets and
<br />4,WND L0ADSM8hi1AN.QL-
<br />S�
<br />Proftealonal Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />S;
<br />E Me
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8,10,14,15,
<br />16,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />.44167
<br />been veril
<br />W for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for 0 Ie purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Inclicated on sheets 8, 9, 10, 11,
<br />20 STATE OF
<br />at Met equivalent to that required by the Code.
<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 />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATIONe
<br />S/0
<br />"11111 "I
<br />a Building Code change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EADENCE SUBMITTED,
<br />2.1. PRODUCT F.YALUATION DQCUM
<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 />DA TI LTECO AD MON RECORDS % P. E. REPORT. 20 k 0 LOB AL PROTECTION P RODUC TS, LLC 20 GAGE
<br />414LVANIM STEEL STORM PANEM DRW3 4 MI TO % REPOW I 2O0n&01
<br />_EJff(P.E.O.I:
<br />Drawing No. 20-178, tided 1120 GAGE GALVANIZED STEEL STORM PANELII,
<br />Indicated on sheets S. 14, 16, 26 and 26 of 26, of Product Evaluation Document
<br />(P. E.D.), drawing No. 20-176.
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part jA,W,&
<br />Evaluation Report. wql %,
<br />A.
<br />%W111111t
<br />e, 4 M44""�
<br />, �Q,
<br />1p� - -
<br />0 �... /'P " .
<br />No. 44167
<br />ON): V
<br />167
<br />STATE OF
<br />X2' A 011117
<br />top.10,
<br />o R
<br />R6
<br />%0;$ O/ONZO._10'
<br />6355 NX 36th Streeft, Suite 305, Miand, Florida 33166 - Phome: (305) 371-153 0
<br />SEHIMU-sm:
<br />0 3) N CASE THAT PRECAST SIDNIE. ON PRECAST CONCRETE PANELS, STU= OR WOO WARDS a FOUND ON THE
<br />�111, m - ELAIM
<br />EXISTIM WALL ANCHORS SIVILL BE Low ENOUGH TO WACH THE MAN STRUCTUM SO`WND SUCH PARELS.
<br />1, . PANEL SHOW ON THIS PRODUCT VIOLUATION DOCUMENT (P.9.0 SEEM VERIFIED MR COMPLIANCE IN
<br />�r
<br />AN04WAGE SHALL K AS MENTIONED IN 8.1) AND IN &2)
<br />ACCORD&RCE WITH THE 2= (TV. EDITION) OF THE FLORIDA, BUILDING
<br />(C) TO nwm N= 'm SPECric
<br />DIOSION WOO LOADS WALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MOKIXINIOD CODE,
<br />A WIND SPEED AS RE"M BY THE MOSOICTION WNERE AND
<br />MR THESE
<br />1/4"0 TAINCON AMOV*M AS WINUFACTURM BY I.T.W. BULDEX, INC.
<br />#14-10 PAM1QMATt FOANA 0 AND PAJOBAMTE PLUS ANONDRS. AS MANUFACTURED W ELOD PRODUCTS,
<br />FOR A DONEITIONALITY FACTOR Xd-0.45. LOW ASCIE 7-16 AND SHAILL
<br />1/4-0 LAC SCRENTS PER N.O.S.
<br />DESIGN PRESSURE RATORIS 610RATED ON SHEETS 7 7HRU 12. 14. 15. 1 a 19 A 20.
<br />7/1VO Ir W WOOD BUSHING. AS OSTROKPITO BY ALL PONT SCREW. NOLIT A SPECIALTY 00,
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE OODOW WOO LOADS DETERMINED PER A90E 7-16
<br />SHALL K FIRST AEOUGED TO A&D. DESIGN WIND LOWS BY MULTIPLYING THETA Of OA IN ORDER TO
<br />C- 1) MINIMUM TIMEADED PENETRATION INTO WOW OF TAIPCON ARMORS SHALL K 1 1/2' AM 2' FOR ELCO PANMMOn PLUS
<br />C06WX THESE W1 MAX "IT) DES" PRESSLOBE PATNGS NIVATED ON SHEETS 7 THRU 12. 14. 15, 16. 19 & 20.
<br />AND PAMELMALE FEVAUE PD.
<br />0 ORDER TO VOOFY WIAT ANCHORS ON THIS P1 0. AS TESTED WERE NOT OVER STRESSED, A 3339 PICREM IN AELONABLE
<br />C-2) MINIMUM THREADED PENEWPON OF LAC SCRON. WTO THE WOW FRAME UNIT SHALL BE 1 1/2' NO THREADED
<br />PENETRATION wro STLICCO SHALL K COMM= AS PAW OF THE PEOUSIED THREADED PENETRATION.
<br />STRESS FOR WIND LOAM WMI AM UM IN THEIR ANALYSIS. FASTENERS SPXM TO WOOD HAS MR DMIUMED IN
<br />ACCORDANCE wffm ma.& 2TH&
<br />C.3) MINIMUM EDGE DISTANCE Of LAC SCREWS. WTO WOW SHALL IS AS 001CATEM, IN THIS DRAWING
<br />STORM PANELS ADEQUACY FOR APACY AND WOO MWANM NO BUN VONFM IN ACCORDANCE WTH SECTION 1026 OF
<br />THE AMM MENTIONED CODE AS PER HURRICANE ENGINEERING & TORM OK. FNUORTS 96-569. W570 & 96-730 AND
<br />CA) MNWUM PENETRATION Or MOD SUSHING WALL SE W 1/4' 0-20 SCAM USED SHALL K 1 1/2' LONG MINIMUM
<br />FENESTRATION TOFFM LAO. INC.. REPORTS 12032 & 021n . AS PROTOOOLS AS-201. TAS-202 AND TAS-203.
<br />SQUED S=C0 OBST. AND I" MINIMUM FOR WALLS WITH NO STUCDO.
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 0=19,01-00. ASIPER TAB 201. TAS =2 AND
<br />TAS M STANDARDS.
<br />C.S) IN CASE THAT PRECAST MINE. OR PRECAST CONCRETE PANELS. STUCCO 00 WOOD BOARDS K FOUND ON THE EXISTING
<br />2. ALL ALUMINUM EXTRUSIONS TO K SM-76 ALLOY AND TOPER. DAILMS OTHERWISE NOTED). SEE SW 2
<br />WALL ANCRORS DOLL K LONG ENOUON1 TO REACH THE MMN STRUCTURE WOO SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MONITORED IN C. 1). C 2) A CA)
<br />3 ALL ALANINUM 94EU METAL USED AT CLOSLOWS SHALL HAVE MOS-4414 ALLOY.
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE 0WOOMMIENDAYRDINS AND SPECIFICATIONS OF THE ATICTIOWS MANUFACTURER.
<br />4� ALL STEEL SHOP METAL PANELS 94ALL HAVE STRUCTURAL QUAUTY STEEL. AVM A-653 GRADE 50 WOMAN. G-90
<br />GALVANIFED MEL OOKINATION WIFV- 59.3 40 (AFTER ROLUDD).
<br />PANELS MAY ALSO K INSTALLED MOR20REALLY FOLLOM$O INSTALLATION DETAILS $"OWN ON SECTION 3 THROUGH 10 MIEM 4
<br />ymom 6) exam TW HEADERS 0 &a SHALL NOT K UNIT.
<br />5 ALL SCRIE" TO K STARILESS STEEL 304 OR 316 AIN SERIES ON CORROSION FAMPANT COATED CARBON WED. AS PER
<br />01" 50018 W YIELD STRENGTH AND 90 lial TENSILE SYKNOTM & SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />9. IT SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER Z To K
<br />SECTION 24Y35304.N`
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHAU ONLY OF ATTACHED 10 CONCRETE BLOCK 001 WOOD FRAME
<br />BUILDING&
<br />& BOLTS TO K ASTM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAIRILESS STEEL. WITH 36 WN MINIMUM YELD
<br />STRENM.
<br />10 EA04 REGULAR 51 PANEL WITH LOWPIM OWN #'-a THROUGH 12'-4*. AS PER SECTIONS 6. S. 0 & 10 AND ALTOOWUTYES SO.
<br />7 AW0IOAS TO WALL SHALL BE AS FOLLOWS
<br />SIN A IOW ON IiHEETS 3. 6 4 12 RESPOPNELY: SHALL HAVE A LEOWE NO READILY MORE MMtKW INSIRUCTOIG OWNER OR
<br />TENNWT TO SECURE PANELS WITH APPLICARLf RENFORCEMENT "M PERIODS OF HURRICANE WARNING
<br />III= ru; I
<br />URSO rop
<br />(A) !RMMMRQ prTURSO ru;
<br />11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAILLK ALL SHIM COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT
<br />'0 TAPOOK ANCHORS AS MANUFACTURED BY I.T.W SAM. OX. (W, C-3192 w..i.)
<br />THE BUILDM TO PREVENT VIND/um INTRUSION.
<br />1/4! . . 1/9' CA&X-IN ANCHORS. AS MANUFXTURED BY OEWALT INC, (WIN. ?'30%) p..I.)
<br />1/4"S . 3/4' SOUD-SIET ANCHORS. AS DISTRIBUTED BY ALL PONT SCREW. DOLT & SPECIALTY GO
<br />111 51 PANEL DISTALLATION SHALL COMPLY WITH SPECS 00GATED IN ?HIS DRAWING PLUS ANY BUILDING 00 ZONING KOLILAT06
<br />(Ww, F-3000 p...._)
<br />PROWDED BY THE AONSDICTION WHERE POW 5 APPLIED TO.
<br />fi4-ITT PWNEEM411 FOAALE 0 A PAMKATI PLUS ANCHORS, AS MANUFACTURED Of 11.00 CONSTRUCrION PRODUCTS
<br />(ON rc-3330 p�')
<br />13. (a) IM PRODUCT CWUWIOk DOCUMENT (PEG.) PREPARED r THS ENGINEER IS GOOERIC AND DOES Nor PROVIDE INFORMATION
<br />FOR A SOE SPECWIC PROXCT: 1,9, THE
<br />i/4*o OF TAP -GNP AORCHORS. AS MAFWACIUREO BY TAU -FAST CORPORATION (C.-MOO A-)
<br />WHERE SITE COMMONS DIEWTE FROM THE P"�
<br />(b) CONTRIICTOR TO RESPONSIBLE FOR THE SELECTION PURCHASE 00 0WALIATION MICLUOM LIFE SWIM OF THIS PRODUCT
<br />A 1) WOMAN EMBEDMENT OF TAPCON AN04M MM POURED CONCRETE SHALL SE 1 3/4'. 21 FOR PANELMATE FTMXE
<br />om ON no 172. Pwww w,-w IT= NOT c6i;vi FROM Tw comimm orimm ON THIs nommeur
<br />0 Ape PAMEWALTE PLUS AND 1 1/4' FOR Cr TAP -GRIP ANCHORS
<br />CONSTRUCtKIN SAFETY AT SITE 15 THE CONIAh"'S RESPONSOLfrf
<br />12) CALX-04 & SOUD-SET ANCHORS SHALL ME EMBEDDED 7/8- INTITO THE POUIVED CONCRETE. NO OMMEOMENT1 000
<br />(1,) THM PRODUCT EWILAAAMW OOCUWO4T WILL BE OMIDERITI) WNAUD W MODIFIED.
<br />STUODO SHALL SE PERMITTED, 1/4- 0-20 SCREWS USED SNIU SE 1 1/2" LONG moom Ste" srucco EaSx.
<br />NO I* MOOMIUM MR WALLS WITH NO STUCCO. AND MAY K HEADED scREWS Olt ALL THREADED SCRIONS W/O WAD.
<br />(4) SITE SPECIFIC PROJECFIT SHALL K PREPARED BY A FLORIDA REORITTERIOD ENGINEER OR AftCWrTrCT WHICH WILL BECOME TW
<br />OUT "IN YAK NUM
<br />ENGINEER Or RECORD (E.O.R"FOR THE WILL K RESPONSIBLE FOR THE
<br />PROPER USE OF THE ED W AS A DELEGATED ENGINEER TO THE
<br />A.3) 0 CASE THAT PRECAST STOME. PRECAST CONCRETE PANELS, POVERS. MUCCO OR WOOD DOARDS K FOUND ON I)*
<br />P.E.0 ENGINEER. SHALL SUMMIT TO 13M LAT" THE SITE SPSCIFIC DRAWN" FOR REVIEW
<br />EXISTM WALL OR FLOOR. AAW_ SKAU BE LONG ENOUGH TO REACH THE MAIN STRUCTURE KHIND SUCH
<br />PANELS AACHO%WQ1F SHAU BE .1) AND 01 .2).
<br />(a) THIS, P.E.D SHALL SENT THE ONE AND ORID14M. SEAL NO SIGNATURE OF THE PROFESSIONAL
<br />VOKM Oi WEDRE W PRMOM a.
<br />/4: : TAPCON MICHORS AS MANUFACTUIRED BY 1. T. TO OUILDEX. INC.
<br />IC SHUTTER MANUFACTURERS LABEL IIHALL ME LOCATED ON A READILY WALE LOCATION AT STORM
<br />PANEL 11HUTTER IN ACDOIFAMACE WTO4 SECTION Inf.t3 OF FLORIDA SLILDW CODE. ONE LABEL
<br />1/4 . I/V CALI(4N ANCHORS, 4 MANUFACTURED By DEVALT INC (WIN. f't-IbOD II.J.)
<br />SHALL 91 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH rACTIOW I IT09.0 2 OF THE
<br />1/4 *v x 3/4' SOuDS[T ANCHORS, AS ownUBUTED BY ALL PONT SCREW, DOLT A SPECALTY CO.
<br />FLORIDA BUUNG CODE
<br />(Wk. r_ low O.o.)
<br />- 014-10 PANCLUATIE FEMALE 4) AND PANELMATE PLUS ANCHORS. AS MANUFACTURM By ELED CouSTIRPOTION
<br />i SHALL DALY SE USED TO
<br />ED'111= INTHE STATE OF FLORIDA
<br />PRODUCTS (WIN. r..2071 P,..i)
<br />- 1/4' IT OF TAP_GNP AKHDRS, AS MAKLIFACTUATED By TRU_FAST CORPO.
<br />0.1) MINIMUM EMBEDMENT OF TAPOUN ANCHORS. ELCO PN41WTM AND OF TAP-4W AK(>M
<br />FLORIDA SUILDW CODE (110h velocnfty 14U 0
<br />SLOCR LIST SHALL N 1 1/4-. elm ALWOO
<br />No.. 167 20 "BE GAILVAMM Mn UM PANEL
<br />41 a=.�
<br />0.2) CALK-" & SOLID -SET ANCHORS SIKL SE EMBEDDED 7/8* INTO THE CONCRETE BLOCK UNIT. NO
<br />INTO STUCCO SHALL BE PERMITTED. 1/4* 020 SCREINS USED SHALL K 1 1/2' LONG MNMUW
<br />OTIST. AND I' MINIMUM FOR WALLS WITH 40 Sn=O, _9A STA
<br />- F- mn. --C.-. -.-\ Piz PRMCTION PROMM. LLC.[_�
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<br />TILLIT TESTING & EMINEEPING CC Y
<br />WALTER A. n= JR., PZ
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<br />PRODUCT
<br />EVALUATION REPOR R. P TZ 44167
<br />FLC.&U.N"N.0X6?19
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY-
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />G12MI Protection ftoducts. LLC
<br />48M S.W. 51 Sbwl
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
<br />10 4 1906) to the Global Protection Productai, LLC, Rule Chapter No.
<br />61020-3. Method ID 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 Bulldlng 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 Is limitations and Conditions
<br />2. EMDENCE SUBMITTED6
<br />21, PRODUCT EVALUATION QOCUMENT (P.E.0
<br />Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />shoals I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an Into
<br />Evaluation Report.
<br />is
<br />STATEOF
<br />. *1
<br />Atontut..
<br />X
<br />6355 N.W. 36th Street, Suite 305, MiamL Florida 33166 - Pbme: (305) 871- A, 1� K I
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />CSCXE 1/2-1")
<br />15 IW CIVIAL (MAL WON)-
<br />-.-----a 1/4' 4.230--
<br />[-t3PO*
<br />1.330 O� WPLF
<br />AM A-
<br />DAN- ioim. Twx
<br />2`451' OWNIM1110) STM 1 0-0 ftv
<br />2.0'. 21
<br />*11 �Lww TYP. so MINGIUM OVML 11 .2 -"Elow TYR OVA,
<br />I
<br />C-80 GAILY.
<br />-Lw
<br />WAWL A
<br />AL 1% 4" AA A 41"
<br />----- ----- --------
<br />---- ---- - ------ _P L ------------------ -
<br />I.M
<br />(D STORM PANEL (9k END SM PANEL
<br />2.187--
<br />3r
<br />AMAXIS 00 LP
<br />250
<br />DO
<br />it Too -
<br />Dar
<br />Der
<br />2125,
<br />it a
<br />AW
<br />LSOME= VIEW QUAIL A
<br />L-2 0000-
<br />ROUNDED CORMEA! 0 ENDS OF PAMEL'S
<br />END up W/ NEWSOM I=.
<br />'h' HUDER
<br />(N.T.S)
<br />---I WOODS
<br />. Saw.
<br />--A 1/14 & 2/14
<br />100' .12V
<br />aL waa
<br />LL am ago
<br />f To AMA 0
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<br />123-
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<br />M= IM STUD AMI VM
<br />RIEVEM SWO
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<br />7.0 W KEY NOU WASHER
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<br />NICKEL OF PANIL
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<br />2.1 TEST REPORTS
<br />Large missile Impact load tests were performed under SSTD 12-M standard as
<br />per section 1609.1.2 of the Florida Building Code. Und'orm static loads as per
<br />Section 1709.8.3, per ASTM Er330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03111102 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 February 26, 2009, signed and sealed by Edmundo
<br />Largesspeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings; per Protocols TAS 201 & 203 as per section 1600.1.2 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 Jullo I -
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2000,
<br />slgned and sealed by Frank Grate, P.E, as per ASTM F_-S and Tensile Test as
<br />per OC Metallurgical Report No. I OKM-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacicifano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATION&
<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 1004 of the Florida Building Code. Calculations prepared by Tiltsoo,
<br />I nc., dated 12/18110 and OMT/111 3 (for this revision), signed and sealed by Walter
<br />A T1111t, 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 />4. WIND LOADS RESISTANCEN
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be asinclicated 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 Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has teen verified for code compliance to
<br />work as a norrporous storm shutter assembly, as per SSTD 12-99 Standard.
<br />'1\0E P4� 1� -
<br />44467
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<br />1/4. 2/4. 3/4, 4/4. 5/5. 7/5.
<br />*IW/10. ZW/110, 311111/10. 4W/10.
<br />5W/10, 5w/II & 7W/11
<br />-3: M'X-r--- ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHIM 6
<br />I WOL FOR WOOD SEE SECTIONS ON SHEETS 10 & IT
<br />---- -- T-7-7
<br />.AS I , /
<br />E) __ �/ .,
<br />3
<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. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets S. 6, 13. 14, 15, 10 and 18 of 18, of Prod uct Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />IS. MATE-RALCHARACTEMInC&ANDMEQEMATKOL-
<br />Shall 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 />20-175.
<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. LIMITATIONS AND CONDMONS OF USE A
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />prepared byTIftco, Inc. and signed and sealed by Waller X TIM. 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. T1111t, Jr., P.E. (Florida License
<br />No. 44167). President of Tiftem, Inc. (Florida CA-0006719).
<br />WAIRLL
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