|
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<br />TILLIT' TEBTIM a EMBIMENING COMiWW
<br />PRODI ="ALUAUQKB1J03lXfiD_2qA7MA 2
<br />2.2. TEST RMKM:
<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 />XBODUCTJOLAILVA27011 EMKI _P40. 2114r7n.81 3
<br />S. MATERL41L CHARACTERISTLCIMD SPIEGFICATIONS:
<br />Shall be strictly In acoordance with General Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />JT -
<br />/Tfl:—L E C 0 1 P4 C \
<br />TILLIT TESTING IS ENGIMERIM COhIPANY
<br />PRODUCT n&IA:A-n0NRKKfflTNn. n!VtZR2 2
<br />22- TEST REPORTS:
<br />Large niftelle Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.11.2 of the Florida Budding Code. Uniform static loads as per
<br />WAUTM A. TYLUT, JK, F.E. An. 47
<br />WAUERA. nUJT, AL. M PRODUCT EVALUATION REPORT IR'"ItCOOSWI.Corn
<br />Fit U—N, 44167
<br />FLC.&La_N� 11106115,
<br />or. per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-17& Anchor specifications shall be as Indicated on Sheets 1, 7 and 21 of
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared byAmodcan Testing
<br />Testing, Inc., Reports #96-569 dated OBAW1998, #"470 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-1176,
<br />Lob of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William
<br />PRODUCT EVALUATION REPORT
<br />#N-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />R. Mohner. P.E., Boriz Moroz, P.E. and Henry Hattern, P.E. and Report No.
<br />P.E., Fenestration Testing Laboratory, Inc. reports #2032 dated 04116/199a and
<br />0219.01-09. dated February 26, 2009, signed and sailed by Edmundo
<br />#21126 dated 10105/11998wItnessed byGilbert Diamond, P.E. and Report No.
<br />7. LIMfrA71ONS AND CONDITIONS OF USE-
<br />DATE: July 27, 2020
<br />Largoespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4,2009, signed and sealed by Edmundo LaMaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida
<br />P.E. and Henry Hattern, P.E.
<br />7.11. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Budding Code. Test Report prepared by American Testing Lob of South Florida,
<br />DATE: Juiy28.2020
<br />Tensile test report No. 9CM-197 by OC MetediUrgical. Inc., dated March 13, 2009.
<br />on shost 1 of 26, as well as General Notes # 1 thru 4 and I I thru 16, Indicated
<br />Report No. 1123.01-10, dated November23,20110, signed aid sealed by Jullo I -
<br />Gormalez, P.E.
<br />signed and sealed by Frank Grate, P.E.
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shulters
<br />prepared byl"Ifteco, Im and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. MM-198 by OC Metallurgical, Inc., dated March 13.2009,
<br />PRODUCT SU13-CATEGORY storm Panels
<br />2.& 3 17RUCTURAL ENGINEERING CALCULATIONS!
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />signed and sealed by Frank Grate. P.E, as per ASTM E-8 and Tensile Test as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on Section 116213.2 of the Florida Budding Code.
<br />per OC Metallurgical Report No. 1 OKM-1 318, dated December 1, 2010 signed
<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 />MANUFACTURER: GJgW Putection Products, LLC
<br />and sealed by Jerry Jaclolano, P.E. as per ASTM E-S.
<br />MANUFACTURER:- alobw Pfflumen
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />4800 S.W. 51 Street
<br />EmambAix,
<br />4800 S.W. 51 Stroot
<br />section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Irv-,
<br />dated 11103108 and 03/12115, signed and sealed by Walter A.Tillit, Jr., P. E,
<br />wood frame iitructures.
<br />Davie, Florida 33314
<br />2.3. STRUCTURAL ENGINFERINQ CALCULATION&
<br />On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Davie, Florlds33314
<br />wind load, as wag as maximum anchor spacing vs. design wind bad and panel
<br />I PURPOSE OF EVALUATIOW
<br />3. MISSILE IMPACT RES18TANOL-
<br />Product Evaluation Report prepared by Walter A. Tillift, Jr.. P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />length based on Fational and comparative analysis, and In accordance with
<br />-
<br />This Is a Product Evaluation RqxA Issued by Walter A. 71111% Jr., PJE. (Systom
<br />Large missile Impact under section 1526 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167). President of Tiftoo, Inc, (Florida CAOOOe719),
<br />This Is a Product Evaluation Report AsuO by Walter A. Jr., P.E. (System
<br />section 1604 of the Florida Building Code. Calculations prepared by Tllteco,
<br />Inc., dated 12118110 " 0&27/13 (for this revision), signed and sealed by Walter
<br />ID # 1906) to 11he Global Protection Products, LLC, Rule Chapter No.
<br />ID * 1906) to the Global Protection Products, LILC, Rule Chapter No.
<br />A TIllit Jr., P.E.
<br />0 1020-3, Method I D of the Florida Deportment of Business and
<br />Professional! Regulation.
<br />4-MD LOMS R
<br />"00"'ItHION"
<br />0 iX.T14
<br />11,114120-3, Method ID of the Florida Department of Business and
<br />Pref"alonal Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum length boas Indicated
<br />3. MISSILE IMPACT RESISTANCE
<br />Large misaide Impact under section IW9.1.2 of the Florida Building Code, as per
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />pressures. panel shall on sheets 8, 10, 14,15,
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />SSTD 12-99 Starxiord and TAB 201.
<br />been verified for compliance In accordance with the 2020 Seventh EcIfflon of the
<br />16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />.44167
<br />been verified for compliance in accotclance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />20-175. Maximum Anchor Spacing shah be as Indicated on shoots 8, 9, 10, 11,
<br />STATE OF
<br />Florida Building Code, and to vs* that the product Is for the purpose Intended
<br />at bW 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 />drowing No. 20-176.
<br />at least equivalent to that required by the Code.
<br />4. NND LOADS RESISTANCE,
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION-
<br />.........
<br />This Product Evaluation Report shell be subject to review and revision In case of
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain w1nd
<br />pressures, Maximum panel length shall be as Indicated on sheets 3. 9, 10, 11,
<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 />a Building Code change that may affect Its Urnitations, and corditions
<br />12 and 17 of 18 of Product Evaluation Document (F.E.D.), drawing No. 20-1175.
<br />2. EVIDENCE SUBINJUIED,
<br />2.1. PRODUCT EVALUATION
<br />shoots 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 />WAIILL
<br />DA TILTECOADMON RECORD61 P. 9. PAPORT-20 k GLONAL PROTECTION PRODUCTS, LLC 20 GAGE
<br />GALVAIAZED STEEL STORM PRIEM DROM TO MI 761 REPORTR 204MOI
<br />2. EVIDENCE fiUBMTED:
<br />Maximum AnchaIr Spacing shah 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 />-&"-
<br />DOCUMENTO
<br />Drawing No. 20-176, trded NO GAGE GALVANIZED STEEL STORM PANEV,
<br />Indicated on sheets S. 14, 16, 26 and 28 of 26, of Product Evaluation Document
<br />(P. E.D.), drawing Nm 20-176.
<br />11, PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />*24
<br />24 Gage Galvanized Steel Storm Parned has been verified for code compliance to
<br />work as a non -porous sto... shufter assembly. as per SSTD 12-09 Standard.
<br />sheets 1 thru 26 of 26 prepared by 1111sco, Inc.; Signed and sealled by Walter A.
<br />Drawing No. 20-175, titled GAGE GAILVANIZIED STEEL STORM PANIEV,
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part IS
<br />Evaluation Report.
<br />No,
<br />167
<br />sheets I thru 18 of 18 prepared by Tillow, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an into 4
<br />),Via
<br />Evaluation Report.
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<br />6355 N.W. S"et Suite 305,
<br />0, 10 AL
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<br />. . .......... . ..
<br />6.355N.W. 36thStreet, Suibe305.Miamit
<br />3611T Minni, FlorW 33166 - :(30,5) 871-1530
<br />Florida 33166 - Pbona: (305)8714 -1531
<br />SUMB&AMM. 83) IN CAR THAT PKMW STIONE. an PWAV CONDOM ftmom "im Olt WOW am= ME POUND ON THE
<br />am M - M MO 1001TING IMIL ANCHORS SHALL K LONG ENOUGH TO WAN THE MAN STRUCTURE BMW SUCH PAMEI&
<br />1. STORM Amft SHONNIMM9%M
<br />'EMOT ��
<br />Ca"TOR�00.1JA (P.E. UANCE IN M40CRAM SIVAL SE AS MENTIONED IN 8.1) NO 14
<br />ACCORDANCE MI" THE or Irr��Ogr BEEN VERIFIED FOR COUP (C) in EXISINO WOOD F SISM MrAffy a , 0.&1 MKI
<br />" 4-1 IAPCON MICHORS, AS MANIAACrURED BY I.T.W. SULDEX, TIC
<br />WIND LOADS S*L BE DERUMOM AS MI SECTION 1420 Or ?HE ABOVE MENTIONED COOL #1'4_, P44PAIAN TO#" ID 00 PANELIATE PLUS AN04M AS MANINACTURIED BY ELCO CONS"RUICION PRODUCTS.
<br />FOR A MO MICED AS RIDUIRED SY THE ANNSDCMK WHERE THESE XF.11=
<br />..r ME.=AU=) 0
<br />I= A OMMMAYFXIM Nd-OSS. UNN ASCE 7-16 AND SHMI. mum I 'S L40 smm PERN 04
<br />7�4 '# - Vr WOOO OkOHM 06 DISTRIMM BY ALL PONT SCREW, OXY A SPEOMILTY 00.
<br />OEM PRESSURE R%TX= MOICATM ON SHEETS 7 THRU 12. K 15. 16. It 111 20. IS
<br />IN ORDER TO VDIOY THE ABOVE COMITTION. ULTIMATE DEMON 00 LOADS DETERMINED PER AM 7-16 ti) MON" THREADED PPVWIQN INTO WODD Of TOCON AMMAS SHALL ME 1 1/2- NO 2- FOR ELCO AMIUMATE PLUS
<br />SHALL ME FIRST REDUCED TO AID OLSON MO LOADS BY MULTIRL114 THEM BY OA IN ORDER TO AND PAMEUMLE FEMALE ID.
<br />COMANK THESE W/ MAX (A.S.D) DESIGN PRESSUIRE R%TM MOICATIO ON SHEETS 7 lIft 12. 14. 15, TO, 19 20.
<br />0 ORDIOR 70 WORWY 1149 ANCHORS ON THIS PLO, AS TWO WERE MITI OVER STRESSED. A 332 MCREM IN ME C.2) W1W1MUM THADIall MORMON Of LAO So" INTO THE VOW FRAME UNIT SHALL ME I t/2-. NO IHWEAOM
<br />DWAU PENETRATION 0111) SPJCW SIMLL ME CONSIOU40 AS POW OF ?HE AM� THREADED, PENETRATION
<br />MOVES TO* WMD I*" IMS UK USED IN TIODIR ANALYSIS. FNEIVIDIS VACIC TO WOW 46 SM METERMIMID ft
<br />ACCORDANCE WnH ILD.S. 2018. C�3) WOMAN EDGE OMTAOCE Of LAC INTO WOOD 94ALL K AS MOKATED IN TIME DMW44
<br />=M PANEL'S AOEaUAC1 FOR IMPACT AND WIND MWM= HAS SEEN VERIFIED 01 AOCOMENICIE WITH SECTION IM Of
<br />THE AEOWE MENTIONED COIDE AS PER MUNWAK DOONMRMC A TIESTING WC. REPORTS WSW, 96-570 a 14-11JO AND C-4) WOM PENDROON Or WOOD KO" SHALL K 5/r. 1/4- 0-20 SCREOS USED SHALL ME 1 1/2- LOW WWJM
<br />FEMES110101TON TESIM LAIL IMC� REPORT #2032 & #2120 , As PROTOCOLS TAS-201. YM-202 MO TAS-203. SHOULD STUCCO TOM AND 1* MINIMUM Felt WALLS 01111 NO STLICCO.
<br />AS NU AS AMOKM TEST LAB OF SOUTH ROM REPORT #0219,01-011. AS PDT TAS 201. TIME 202 AND
<br />US 203 STAMONIOS. CA) IN CASE 11W PKCAST SION14 Olt PRECAST CONDOM PAMM STUCCO 09 MOD SOVIDS ME FOUND ON THE COSTING
<br />WALL ANCHITIRS SHOLL K LORD DMUCH TO REACH THE TOM 5111111CROVE 804M SUCH PANELS
<br />2. ALL NAAWM DITRUSONS 70 K 6093-16 ^10Y 00 TOPOIL WESS 0TWERMSE NOTED). SEE 94M Z ATICHORAME 90U. BE IS MENTIONED IN CA), C.2) At C.4)
<br />3. ALL ALUMINUM MOM METAL ISO AT CLOSIME3 SHALL HOME 3105-1414 ALLOY, (0) AN04M SHALL K IMITALLED FOLUMOIC ALL OF THE MEOOMMDGKIIOWS AND SMOCIFICiVIONS OF THE MCHOR'S MUMACnM
<br />4 ALL STEEL INEET METAL PAMIS 94ALL NAME STKVLVK OMITY SML ASIM A-M MADE 50 WOMAN, EI-00
<br />CALVOUM STEEL CE=WrON W/FY- 34.4 WW WIER ROLLED). It PANELS WAY ALSO SE MITALLED HORMONTALLY FOLWWO OWALLAIM DETALS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />IH11DUM4 6) EXCEPT INXT WADDIS Q Ar 0 SHALL HOT WE USED
<br />• ALL SCREWS TO ME STAINLESS STEEL 304 OR 316 AM OR CORROSION P"WAW COMES CARBON SIM AS PER
<br />ON 30019 W450 MIT TOLD STRENGTH me 90 NO 106" STRIDNOTH & SHALL COMPLY W/ FLORIDA BUILDING 9 rT SHALL K THE REY"SMUrl OF THE CONTRACTOR To VERITY THE SOUMMM OF THE STRUCTURE ONDIE StUtTat 6 To K
<br />SOCTRIN 24, .3.4. ATTACHED TO MOM PROPER NOCHORAGE. THIS 31HUTIM SOLL ONLY ME ATTACHED TO CONCREM KOCK OR WOOD FROW
<br />WJLDPM
<br />• SOLIS 10 BE ASIM A-307 GALVANIZED STEEL OR AIM XM STAIMM STEEL. WITH 36 1=1 WOMAN YIELD
<br />STRENO11C TO- EACH REGULAR STOW PANEL MTN LOOTINS OUR V-41 110000H 12'-4. AS PER SOCTROIS 4. L 9 * 10 AND ALIVINITIN13 AW.
<br />7 ANC40RS TO WALL SMILE. K AS FOULOW& M A TO* ON SHEETS 5, 41 & 12 RENTIODYTIMY' SMU. HIRE A 'EM AM READILY VIENNE MARKIND IWIFIMUCIOR; OWNER OR
<br />YENNIt TO SECURE PANELS WITH AMICABLE OVOOPMeff OUNING PERION OF HURRICANE MINIMAL
<br />(A) M-10111BALZOAM-ONGIM- IV. THE OWAUAOOH CONTRACTOR 0 TO S9ft,/C^AX ALL SHUTTER COMPONENT EDM INCH REMAIN IN 0011111MUOUTS CONTACT WITH
<br />I/!"Il TAPOON M04M AS WMYACMM BY LT.W. SULDM MIC. (M.. F3192 041) THE BUILDING 10 PASAW WINDIPAIN INTRUSIO".
<br />t/4 0 It 7/1' CMX-IM SODOM AS MARNWACtUTITED BY Draw M (MO. F"3000 p.J)
<br />1/4'0 a 3/4* SOLID -SET ANCHORS, AS DWfMLMM IT( ALL POW SCREW. BOLT & SPECALTY 00. 12. STORM PAND, OMMLATON %MU. COMPLY WITH SPECS INDICATED IN TIME DRAWING PLUS MY OtALOM AND ZONING INDICATIONS
<br />(mb, r-'3001) P�L) POOMPED MY THE ANtOOMM WHOM PERMIT 6 APPLIED, TO.
<br />#14-10 PAMEIAM FDANUE 0 A PANELMATE PLUS IMCNORS. AS MANUFACTURED ITT DUW COGTRucnom P"Onucts. 13. (a) THIS PRODUCT DMILLIMION DOCUMENT (PEZ,) PREPARED St TM PIONEER a GEMERIC Me DOES NOT PRDVIDE NFORRIATION
<br />("N' F1130 P�L) FOR A VIE — PROACT. I. WHERE THE SIM CONDITIONS OeME FROM THE PS-0.
<br />1/4-0 OF TAP-QR1P ANCHORS. AS MANUFACTURED IT TMU-FASt Coffewom (f"OO p.")
<br />&I) WARN VAMMOff Of TAPOOM ANCHORS INTO POURED CONDOM SHALL K 1 3/4'. r FOR PANEIMATE VDIALE (b) CommAc" 10 RWWMU FOR THE SELECTION, PUTICIIAK AND INITALLATION 1HOLUtW1G IF[ SAM Of THIS PRODUC7
<br />0 AND PANDIALTE PLUS AND 1 1/4' FOR CF W-CM ANCHORS. BASED ON THIS 410 PAOMOOD HE/SW OM NOT DrAW FROM THE CONDITIONS DETAILED Of THE DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONtRACTOR'S RESPONSIBILITY.
<br />A.2) CAX-M & SDUD-$V M04M SHMI ME EMBEDDED IX INTO THE POURED CONCRETE. 40 DMMKW MM ?HIS PROIXCT SOUKTIOTI DOCLIMENT WILL BE CONSIDEM INMAUO IF MODITIM
<br />STUCCO SHALL SE PORMITTEIT 1/4" 0-20 SCREWS USED SHALL K I 11r IONIC MINIMUM SHOULD STUCCO EkW.
<br />NO I' WOMAN FOR WALLS WITH 40 STUODO. NO MAY OF HEAVID SCREWS Olt ALL TIMEADED SONEWS W/0 HEAD. (d) SrTE SPECIFIC PROJEECTS SHALL ME PREPAROD ITT A FLORIDA =WE= OMMM OR ANCIVICT WHICH WILL KCOME THE
<br />MUT WITH wm "WITS. OF RECOOD,�E.OJL=r VMW FOR THE
<br />0 or:=M
<br />. ACC WILL K NEW
<br />USE OF THE AS A DELEGATED DROM TO THE
<br />A.3) IN CASE THAT PRECOIST STOW PRECAST CONCRETE MOIL% PRAM. STIUCOO OR NOW $DAMS K FOUND ON THE PXO. INGINOM SHALL MANS TO 00 LATTER THE SIM SPECIFIC DFWNM FOR RVAID1.
<br />DOOM WALL OR ROM ANCHORS SHALL ME LONG ENOUGH TO REACH THE $MITI STRUCTURE MM SUCH
<br />Met. ANDIMA SHILL 99 AS MENTIONED IN 41) SO IN A.2). (0) THIS PIA $VAL SEAR THE WE AND ORIONAL SEAL AM MOWAYUK OF THE PROFESSIONAL
<br />ENGINEER CIF RECORD THOT PREPARED, IT,
<br />10, !"/W41' '"1:10.000MM IOINAS MAWAXACPURW By 11 1. W. MALOIX IK. 14 SHUTTER MAKFACROORS LAND. SHALL ME LOCATED ON A MIAMLY WSRILE LOCATION At STORM
<br />A"O"ORS
<br />Ile . 7/8' CIAX-411 ANCHORS, AS WONACnM BY OEWALT NO. (ON. r.-15OD W.) PANEL SHUTTER IN ACCORDANCE WITH SECTION 170.9.3 OF FLORIDA OULDIMIT CODE ONE LAW
<br />SHALL ME PLACID FOR EIVERY OPOING. LAMM To COMPLY WITH SECTION 1702.2 or THE
<br />1/4'0 X 3/4' SOUID-SET ANCHM. AS DISTRIMUTED 11Y ALL POW SCREW. BOLT & SPECIALTY CO. FLORIDA MXUMNC OWL
<br />(MN- V,;1900 P-0
<br />04-11, RAELIMITE FEM" In AND MNMM47 PLUS ANCHORS. AS WAWACROM BY ROO COmITMICITI" INS MANN POLL ONLY K U0706--1
<br />r"=')AS MAKAXTURED Of TRU-FAST CONTICIVITION COMM PERMITS IN T04E MATE Of FLORIDA
<br />PTORTUCTE
<br />t/41 IT OF
<br />0 1) WMJM DAMUDIT OF TAPOON ANCHOOM EUVO PAMaMAM AND OF TAP-GAIP ANCHM
<br />FLORIDA SULDINS CODE (11119h olmft wrl"
<br />SIM UNIT SHALL WE I t/4-. 20 UK GALVANIZED STEEL STORM PMEL
<br />9 2) CAX-IN & SOUD-SET ANCHORS SHALL K DOOM= 71V INTO Tit CONDOM SLNO t�* .4 67
<br />INTO STUODE) SHAU. K PERMITTED, 1/4- 0-20 SCM1W3 USED OWL ME I Ilr LC At i
<br />- MINIMUM FOR WAUS TOM NO IETUCCD. W. _lCTS .-Cl
<br />EXST. AM I _Ws g 11 r 9! n - - \ IGLOGAL PROTECTION PROD
<br />1A Z177�� 1/ 1111111
<br />INTO EXISTING
<br />$Joe"
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<br />DETAILS
<br />POURED
<br />FOR REGULAR
<br />CONCRETE OR CONCRETE
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<br />FLORM RNLOW COME
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<br />COMPONENTS FOR
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<br />5. INSTALLATON:
<br />Installation shell be performed strictly In s000rdance with details indicated on
<br />shoots 3 thru 8, 12 thru 18 of I S. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation toglass 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 />G.- MATP-Rt<diABACIERLiMCDAND-OPECP-MATKWC-
<br />Shah be strictly in accordance with General Notes aid 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. LIMErATIONS AND COND11ITIONS OF USER
<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 Documend (P.E.D.), drawing No. 20-175
<br />prepared by TReco, Inc. and *nod and seeled by Walter A. 111111, Jr., P.E.
<br />72. 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 flame structures.
<br />Product Evaluation Report prepared by Waiter A. Tffllt, Jr., P.E. (Florida License
<br />No. 44167), President of "I'llbeco, Inc. (Florida CA-0006719).
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