|
y
<br />Z I I L I El1=0=.-\.1
<br />PRODU I LVALUA1LQNALrQX1&Q_2"UAU 2
<br />ZRODUCIXYALVATLON REM= -NIEL 294rinaj 3
<br />TILLrr TESTING a ENGINEERING COMPANY
<br />22—TWILMRTS:
<br />S. MATERIAL CHARACTERISTIC-$,.AND.SPECErATLORL-
<br />WAT TRR A. TMM, JL, pE.
<br />Large missile Impact and fatigue load left were Performed under Protocols TAS
<br />Shall be strictly In accordance with Go neral Notes and Componerft Ind Icated on
<br />201, 203 as per section 1626 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 />PL C A U N. W0119
<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# 96489 dated OB/09/1996, #96-570 dated 09/18/19ge,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20.1?6.
<br />PRODUCT EVALUATION REPO
<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 0411 ell 998 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.: 20-0728.01
<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 be strictly In compliance with General Notes No. 1. 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # I 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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by TIlteco, Inc. and signed and sealed by Waiter A. Tilit, Jr., P.E.
<br />PRODUCT I11US-CATE0ORY: Storm Panels
<br />2,"TRUCTURAL EN
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Stool Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of Me Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor aparing vs. design wind load and panel
<br />MANUFACTURER: Global P
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1816 of the Florida Building Code. CalculattonspreparedbyTifteco. Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 81 SU"
<br />Davis, Florid@33314
<br />dated 11103/08 and 03112JI 5, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />I - PURPOSE OF EVALUATION;
<br />I MISSILE IMPACT RESIRTANCE&
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This in a Product Evaluation Report issued by Wafter A. T1111% 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 of Tifteco, Inm (Florida CA-0000719),
<br />ID 0 1906) to the 0 label Protectl on Prod ucts, LLC, Rule Chapter No.
<br />01020-3, Method I D of the Florida Department of Business and
<br />Prtofmlonal Regulation.
<br />4—MND.LOADS RESISTANCE4
<br />TIQ,
<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 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 />SL�.44167
<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 />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />at least 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 />STATE OF
<br />'110RID",
<br />..
<br />This Product Evaluation Report shall be subject to review and revision In cam of
<br />k . ........ �gy
<br />V,!YIUAC� 00
<br />a Building Code change that may affect Its limitations and condMons
<br />S. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WATIL
<br />I EVIDENCE SU13MITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document
<br />D:ITILTECOADMON RECOROSIP.S. REPORT.20 kOLOMPROTECTION PRODUCTS, LLC120GAGE
<br />2.1. PRODUCT EVALUATION D0C.U1MENTW_L"-
<br />(P.E.D.), drawing No. 20-176, Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANILk DRWG S MI 78 1 REPORT III 20-0n&Ol
<br />Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANELT',
<br />i rid licated on sheets 8. 14, 16, 2 5 a rid 26 of 26, of Product Evaluation Docu mord
<br />(P. E. D.), drawing No. 20-176.
<br />sheets 1 thru 20 of 20 prepared byniteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part RAIM1180
<br />Evaluation Report. OTTO
<br />A. r)
<br />ILL111111111 000
<br />A T714&
<br />N...
<br />,,tR
<br />%
<br />...
<br />r
<br />No. 44167
<br />167
<br />OF
<br />"ZOPION
<br />STATE
<br />�'t 0 R I fit'.
<br />6355 N.W. 36th Strw� Suite 305, Miarni, Florida 33166 - Phow- (305) 871-1530
<br />NM_
<br />NOTES:
<br />0 W.
<br />0.3) IN CASE THAT PRECAST STOW. Olt PRECAST CONCRETE PANELS. STUCCO OR WOOD OWJM BE FOUND ON THE
<br />OWING WALL 44CHM SHALL SE LONG DOUGH TO REACH THE MAIN STRUCTURE BDOO SUCH PAMS�
<br />1. 51 (PZD.) HAS KIN VERIFIED FOR COMIPUIANCIE 00
<br />MMM
<br />ANCHORAGE SHALL K AS MENTIONED IN 11.1) AND IN 8.2).
<br />ACCORDANCE WITH THE 2020 CM SCITON) OF THE FLORIDA BUILDING COOE
<br />(C) !2 EXISTO, WOOD
<br />DESIGN WOO LOADS PWL K DIETERIAMM AS PER SECTION ISMOF THE ABOVE MENTIONED OWE
<br />1/6-0 WCON ANCHORS, AS ~=AM M11 ii�� WraLILD". 04.
<br />#I+-10 PANIELMATIE FINALL 0 AND PANIMNIXTE PLUS ANCHORS. AS MANUFACTURED ON VLCO CONSTRUCTION PRODUCTS
<br />MR A WIND SPEED AS *EXPIRED BY THE JURISDICTION WHERE IHE1W SHVITIVIS SE LMAND
<br />THE MMA
<br />MR A DORECTIONAUTY FACTOR Kd-045, USING ASCIE ?-If AND SHN.1 LIN S DO
<br />NOT 06CE01
<br />1/4 LAD 91CRIEWS PER N.D.S.
<br />"0
<br />DESIGN RATINGS OIDICATED ON SHEET 7 THRU 12. 14. 13, 14. It & 20,
<br />7/16`0 - 5/0' WOOK) OUSHM AS DISTRIBUTED BY ALL POINT SCREW, DOILT & SPEOATY 00�
<br />IN ON" TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCIE 7-ill
<br />C-1) MINIMUM THICACCD PENETRATION INTO WOOD OF VPCON ANCHORS SHNU. BE 7 1/2- AND 2- IN ELCO PANOLMATE
<br />94ML X FIRST REDUCED TO A.". DESIGN UM LOADS ITY MULTIPLYING THEM BY 0.6 IN CAM TO
<br />AND POELWA.E FEMALE ID.
<br />COMPTNIKE THIESE W/ VAX (A.SO) DESIGN PRESSURE PATINGS INDICATED ON SHEETS 7 THRU 12. 14. 1$. 16. TO k 20.
<br />IN ORDER TO VERIFY "AT ANCHDRIS ON r,13 P ED. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASIE IN ALLOWABLE
<br />C.1) MINIMUM INNEADED PENE11110111014 Or LAG SCREW. INTO THE WOOD TRANS UNIT SHALL BE 1 1/2- NO THREADED
<br />PDWMTION INTO STUCCO %HALI BE CZMWM AS AMITY OF THE REQUIRED THIMADOD PENIE.PATICIN.
<br />STINSIS FOR WORD LOADS WAS MM =0 0 THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEW DIETERNIMIED IN
<br />ACCORDANCE WIN WO.S. lots.
<br />CJ) WA*AN WK DISTANCE OF LAO SOMM. INTO WOOD SHALL K AS INIWATED IN THIS WNWINIC
<br />STORM PANEL'S ADEOUNCT FOR IMPACT AND WIND RESISTANCE HAS KEN VERIFIED IN ACCORDANCE VIM SECTION 1626 OF
<br />THE ADM MENTIONED CODE AS PER HURRICANE poWnsw a Mnmt; INC. AV3VM wm. ge-57o a lts-y3o AMD
<br />C.4) MINIMUM PENETRATION OF WOW WW" SHALL SIT 5/8, 1/4- P-20 SCAM USED SHALL at 1 1/2- LOW
<br />FOOMt*N TWM LAS, IMC.. REPORTS #2032 & 02139 . AS PROTOCOLS TAS-201, TA11-202 AND TAS-203
<br />SHOULD SRI= EXIST. AMID I* MINIMUM FOR omiLs WITH No STUCCO
<br />AS BELL As AmuttlAm TEST LAO or SOUTH FLORIDA REPORT im I It.oi-oo. As PER TAS; zol. TAS 202 AND
<br />TAS 203 STANDAMS.
<br />C 5) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STUC= OR WOW 50ANDS BE FOUND ON THE EXISTING
<br />2. ALL ALUMINUM EXPIUSIONS TO K 6063-111 ALLOY 00 TEMPER. (UNLESS OTINEWRIS1 NOTED). SEE SHW 2.
<br />WILL M404M SHALL K LONG ENOUGH 70 REACH THE MAW STRUCTURE KHOO SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MEWITIONED IN CA). C.2) 411 CA)
<br />3. ALL AUANNUM BMW METAL USED AT CLOSURES SHALL HAVE 3105-MI4 ALLOY.
<br />(0) ANCHOIRS SHALL WE OWA.UM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHOW*$ ~ACrupm
<br />4 ALL STEEL 91M METAL PANELS SHALL HW STWUC`IURAL QUALITY SrCE1_ ATTW A-653 GRACE 50 MINMAN. 0-60
<br />"L%WUM STEEL MSMArOt W/rY- 5IL3 NO (AFTER ROLLED).
<br />PM415 MAY ALSO SE INSTALLED HOWONIALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECIVH 3 THROUGH 10 (SHEETS 4
<br />THROUGH 0) EXCEPT THAT HEAD11111114DAC) SHALL NOT K USED.
<br />S, ALL SCAM TO K STAPAM STEEL 304 OR 3t4 AIM $DOES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />ON We WM YIELD STREMM AND 90 k0i TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />9. 17 SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SMK-Tuw WHERE SHUM 6 To K
<br />W�350
<br />SECTION 241 .3.4.
<br />ATTACHED TO WSW PROM ANCHORAGE THIS SHUTTER SHALL ONLY OF ATTACHED TO CONCRETE. BLOCK 00 WOOD FRAML
<br />BUILDINGS.
<br />6. OMTS TO Of ASTM A-307 GALVAMZCD SrML OR NSI 304 SUM STAINLESS STEEL WITH 36 kill MINIMUM "EUD
<br />smum".
<br />10 EACH AEGUIAR STORM PANEL My" LINGTHS OVER W-8 THROUGH 12*-4. AS PER SECTIONS 4, 5. 9 Ill 10 AND ALTERMAtIVIES ON.
<br />OW A IOW ON SHEETS S. 6 & 12 RESPECTIVELY. SHALL MAW A LEOW 00 READILY VISIBLE MARKING INSTRUCTING DOW OR
<br />7 AK04M TO WALL SHALL WE Ad FOLLOWS
<br />TENANT TO SECURE PANELS WITH APPLICABLE PWWOMCDKW OURING POROUS OF HURRICANE WARNING.
<br />(A) III -
<br />11. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAUILK ALL SHUTTER COMPONENT EDCO WHICH ADININ IN CONTINUOUS CONTACT WITH
<br />'# TAP;090NrA:KH=MAS MANKFAMM BY I TA OUILDILX. INC (Illn. fc-3192 pil Q
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
<br />--11/4
<br />/4 7/8' CALX-1N ANCHORS. AS IV' DOWLT INC. (NATI. t'.-3000 P-)
<br />1/4's 3/4* SOIAD-SET ANCHORS. AS DOTIORVU BY ALL POINT SCREW, SOLT & SPECIALTY 00.
<br />12. STORM PANEL INSTALLATION SHALL COMPLY ON SPECS INDICATED 01 THIS DRAWING PLUS MY BUXOM AND ZONING PICOL"TIONS
<br />(Ma, r -3000 P.,)
<br />PROVIDED We THE AIRISDICT104 WHIERE PERMIT 155 APPLIED TO.
<br />014-10 PARELAME FEMALE 0 & PANELMATF PLUS ANCHORS. AS MAHUFACTURW BY ELCO (CONSTRUCTION PRODUCTS
<br />("N' 1.;.3m
<br />13 (a) INS PRODUCT EVALUATION DOCUMENT (P.F D.J PREPARED BY THIS POINTER IS GMI11C NOD DOES HOT PROM proPwAlm
<br />P..Q
<br />t/4-0 C TAP -GRIP ANCHM. AS MANUFACTURED BY Tft-FAST CORPORATION (f'3600 pai.)
<br />FOR A SITE SPECIFIC PPDXCT; Le. WAVE THE STIT CONDITIONS DEVIATE FIRM TK P.E.0
<br />(0) CONTRACTOR TO RESPONSIBLE FOR THE SIUCTION PURCHASE AND INSTALLATION INICILUDING LIFE SAM Of THIS PRODUCT
<br />A. I) MINIMUM DAKDMEP" OF TAIPCON ANCHORTS IIHM POIJIM CONCRETE SHALL K 1 3/4" 2" FOR PANELM41t FDAA.E
<br />ISAMO ON THIS PROVIDED HMISHE DOES Met 6rAWTi FROM THE CONDITIONS DETAILED ON THIS DOCIUMENT.
<br />0 AND PAMEMALTE PLUS AND 1 1/4- FOR Cr TAP-CAIP MACH=.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY.
<br />A.2) CALK -IN A, IOUD-SO ANCHOR$ SHALL BE EMBEDDED 7/8- INTO THE POURED COMMETE. NO DAUMEM INTO
<br />(C) THIS INTOMM3 EVALUATION DOCUMENT WILL 91 CONSIDERED INVAUD IF MOOM.
<br />STUCCO SHALL BE PMAMM 1/4" 0-20 WPM USED SHALL SE 1 1/2' LONG Www SHOULD SYUCCM [XISt.
<br />NO I' MINIMUM FOR WALLS WITH NO STUCCO. AND WAY K HEADED 3CRM OR ALL rME4= SCRIEWS W/O HEAD,
<br />(d) $ITT SPECIFIC PROJECTS SHALL BE PREPARED ON A FLORIDA WAISTERED ENGINEER OR APC�VTECI` WHICH MUL BECOME THE
<br />OUT WIN "M NUTS.
<br />ENGINEER Or PEG= gjOA) FOR THE PROACT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER UK OF THE D. 15MOFNI06i Or RECORD. ACTING AS A DDLECKTIED VAGINCER M ?I*
<br />A.3) IN CASE THAT PRECAST STOME. PRECAST CONCRETE PANELS, PAVERS. STUCCO 00 WOOD BOARDS WE FOUND ON IMF
<br />01.0 V400M SHALL SUBMIT TO THIS LATTER THE Iff SPECIFIC ORKNOM FOR REVIEW
<br />CIMINO WALL OR FLOORL ANCHORS SHALL WE LONG EMOUCIN TO REACH THE MAIN MUCTURE KKW SUCH
<br />ROM ANCHORAGE! SHALL OR AS MENTIONED IN At) NO IN A.2).
<br />THIS P E.O. SHALL BEAR THE DATE AND OPOOVIL SEAL 00 SIGIVITURIE OF THE PROF[MOkAL
<br />ENGINEER Or RECORD THAT PRUMM IT.
<br />QQL1Mu_AfinLr__"*
<br />HOMS AS ~ACIURED SIT 1. T. W. SLA.M. INC
<br />14. SHUTTER UNILIFACTURINS LABEL SHALL WE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PO4EL SHUTTER IN ACCORDANCE WITH SECTION InS.9.3 OF FLORIDA BUILDING ODDE ONE LABEL
<br />1/4' 0 x 718' CALX-IN ANCHOPM AS &VAWACTUWD By ODIALY INC, (MON. 1. 1500 P.a.I.)
<br />SHAILL BE PLACED rOlt EVERY OPOWOU. LAMM TO COMPLY WITH SECTION t7O9.9.2 or THE
<br />/4 0 X 31*- SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POW SCREW, SOLT & SPECIALTY 00.
<br />FLORIDA BUILDING CODE
<br />(WhL I r-Im P.. 1.)
<br />- 014- 0 PANELMATIE MINE ID AND PAMDUAATE PLUS ANCHO*S. AS ~ACTUIMOD BY ELCO CONSTRUCTION
<br />711115 DRAWING SHALL ONLY K USED TO
<br />OBTAIN PMM IN THE STATE OF FLORIDA
<br />PRODUCTS (MIN. f'c-2071 p..A.)
<br />- 1/4- 0 OF TAP-W ANCHORS. AS MANUFACTURED BY TRU-FASI CORPORATION
<br />0.1) MINIMUM ENSICONDIT OF TAPOON ANCHORS, ELCO PANUJAATES AND OF TAP THE
<br />-GRIP ANCHOR. INTO
<br />rLOINDA BUILI)ING CM (111911% Velft"y "WTI"
<br />BLOOK UNIT SHALL BE 1 1/4..
<br />No. 4
<br />20 QW CALV am vm STM IPMEL
<br />167
<br />9.2) CAtX-JN & SCUO-SET ANCHORS SHALL SE EMKOOED 7/3' MITI) IKE CONCRETE BLOCK UNIT, NO
<br />INTO STUCCO SHALL K PERMITTED. 1/4- 0-20 SORIE" USED SHALL K 1 1/2- LOW WOOL." SHOU
<br />EXIST, AND I' WO" FOR WALLS WITH NO STUCCO.
<br />0M& mwc"ON mmm "n-l—,
<br />INSTALLATION
<br />INTO EXISTING
<br />DETAILS
<br />FOR RIEGULAR NELS
<br />Q) & CIA
<br />81 QPK STRUCTURES CQ"CIW1T -PC"=
<br />cm scmnu ON
<br />smem 6 TTMUW 9)
<br />POURED
<br />CONCRETE OR CONCR
<br />CONCRETE ANCHM
<br />9)
<br />m Oman" ON
<br />10,110111111 a TMWLMK
<br />EXISTING POURED
<br />CONCRETE ANCHM
<br />(im SCHOUL9 an
<br />2-CM I THROUGH
<br />Fla,
<br />-eZ
<br />CONCRETE
<br />141
<br />1, Will.
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<br />_J 1/4
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<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />warts a Itineva" 8)
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<br />WIMP
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<br />ISO
<br />PRODUCT
<br />EVALUATION REPORT NNNo 44LV
<br />REPORT NO.:
<br />20-0727,02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panals
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protocition eroducts. LILC
<br />4800 S.W. 51 Strost
<br />Davis. Florida 33314
<br />1. PURPOSE OF EVALUATIONIL
<br />This Is a Product Evaluation Report Issued by Walter A. TIIIlt, Jr., P.E. (System
<br />ID * 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />01020-3, 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 lor compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Bulldlng Code, and to verity 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 affed its limitations and Conditions
<br />2. EVIDENCE SUBMITTEOn
<br />11, PRODUCT EVALUATION DOCUMENT (P.E.D.)m
<br />Drawing No. 20-175, tMed '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tiltsco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing Is an into%
<br />1,416
<br />Evaluation Report.
<br />0
<br />167
<br />$WE OF
<br />6355 NX 36th Street, Suite 305, MiamL Florida 33166 - Pboue; (305)
<br />COMPONENTS FOR REGULAR & UFE SAFETY STORM PANELS
<br />(SCALE 1/7-1-)
<br />i - ----- --- CMAL TWDrA) . .....
<br />-12.5W- (UFMIP4 WWN)--
<br />------ ---------- 6 1/4- -
<br />>
<br />Olaw OWL THU -1.3w-
<br />>
<br />O&WAM vm
<br />QASV wk. THICK own so
<br />2117- 2.'s3r F lot MMQ.
<br />8-0 OftV.
<br />GALVANIZED By= EDGE
<br />2C xl*
<br />2.0 TYP. AM 4-M TYP..
<br />own so MOAV." !-#.. DUAL
<br />J= INITIAL �J I
<br />- A 1]STAL A
<br />---------------- 4" ------------------ ---------- 4"
<br />-- ---------
<br />I(!) STORM PANEL & EM STORM PANEL
<br />- -------
<br />- --------
<br />W1 NOMMOD Off.
<br />_,1', Not.
<br />.093'
<br />a -371
<br />ISOMETRIC VWW QIEWL A
<br />ROUNDED COMiER 40 ENDS OF PANEL*S
<br />END UP W/ NUMBED EOGF_
<br />2.000'
<br />*h* HEADER
<br />(N.T.S)
<br />I WRITES
<br />sm OCT.
<br />1 1/14 A 2/14
<br />7400"
<br />IV L"
<br />17
<br />2"X7'XI/4*
<br />.38CV
<br />PAW
<br />MIN. M'
<br />KEY ROLE WASHIER
<br />--I r-093"
<br />GALVAKED STEEL
<br />.0 6V
<br />-
<br />311's .87iro
<br />.125 1 71 NUT
<br />w1lik
<br />&TVMTMY. MIT W" MUI W/OUT
<br />MOMMOM odw W/ ADW"NK
<br />_I=Zr1`= . OF OONCOM ANDC"
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<br />M0101117C r KV,&I,I-A11QN REPORT MCI- U-6727.02 2
<br />2J- TEST REPORTS. -
<br />Large missile Impact load tests were performed under SSTO 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static leads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab ofSouth 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 />Largoespads, P.E. and Henry Hattem, P.E. Large missile Impact and cyclic
<br />loading* per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated Novernber23, 2010, signed and sealed byJu#o E.
<br />Gonzalez, P.E.
<br />Tonsils test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009,
<br />"nod and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
<br />per CIC Metallurgical Report No. I OKM-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofeno. P.E. as per ASTM E-8.
<br />2.3. UCTURAL ENGINEERING CALCULATION&
<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 1004 of the Florida Build Ing Code. Calculallons prepared byTiltsoo,
<br />Inc., dated 12118MO and 08127/13 (for this revision), signed and sealed by Walter
<br />A. T11111, Jr., P.E.
<br />3. MISSILE IMPJAC11=19TANCE
<br />Large missile Impact under section 1609. 1.2 of the Florida Building Code, as per
<br />SSTD 12-998tandard and TAS 201.
<br />4. MNQ LOADS RESISTANCEo
<br />24 Gage Galvanized Stool Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on shests 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 Indicattaxi on sheets 5, 9,10,11,13 thru 10
<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 SSM 12-99 Standard.
<br />67
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<br />..........
<br />ONA
<br />JP2QDt1CT F-VATAIAT 3
<br />5. INSTALLATION!
<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 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-173.
<br />6, MATERIAL HARACTEERIATICS AND SPECIFICAT110INS:
<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.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of IS of Product Evaluation Document (P, E.D.). drawing No. 20-175
<br />prepared by Tifteco. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product shall 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 Evaluation Report prepared by Walter A. THIlt, Jr., P.E. (Florida License
<br />No. 44167), President of"niteco, Inc. (Florida CA-0006719).
<br />WATLLL
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