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.R I f-, I P M"flif E 1' [ [ "[1 g I' I I 1'
<br />TILLIT TESTING to ENGINEERIMB COMPANY
<br />PIRDID IC r EVALVATION REEM NO. 20A7 LD1
<br />T. 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 />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />3
<br />6. MATERIAL GHARACTERiSTICS AND SPEGIFiCAT10NS•
<br />Shall be strictly in accordance with General 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 shell be as indicated on sheets 1, 7 and 21 of
<br />TILLIT TESTINO & ENGINEEi INN COMPANY
<br />PRODUCT 19yAIA:Ari0N REPART NO. 3 7 3 2
<br />Z+a_ TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609,1.2 of the Florida Building Code, Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />3
<br />A. INST LLATION:
<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 />{ )
<br />drawing No. 20-17a. Minimum separation to glans shalt be as indicated on
<br />WATTRR A. TL11T, rR , PA. 'a 1.0
<br />NLP.6. Lk2WV :44167
<br />BLCAL4.-N.Wft,"7
<br />WADIR.A. TILLJT, nL, P.E. ti)teoD�ao).Com
<br />PRODUCT EVALUATION REPORT R.Pr u.•++x• ai6T
<br />+Lc.A•uom.ak-600stlo
<br />Testing, Inc., Reports # 96-609 dated 08/09/1996, #96.570 dated 09/18/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by Wllham
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />PRODUCT VALUATION REPORT
<br />#96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0T27.02
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />(P.E.D.), drawing No. 20.175.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated OM18J1998 and
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMNTAT10N8 AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 20A721t.at
<br />0219.01-09, dated March 4, 2009, signed and sealed b Edmundo La aes
<br />9 y re tea'
<br />P.E. and Henry Hattem, P.E.
<br />loadings per Protocols TAS 301 & ?03 as per an Test 160ab of of the Florida
<br />Building
<br />nq Code. Test Report prepared by American Testing Lab of South Florida,
<br />�„_MATER[AL CHARACTERI9TIC3 AND SPECIFICATIONS•
<br />DATE: July 28, 2020
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thro 4 and 11 thru 18, indicated
<br />PRODUCT CATEGORY: Shutters
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Jullo E
<br />Shell be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D. drawingNo.
<br />)�
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />Gonzalez, P.E.
<br />20.175.
<br />PRODUCT CATEGORY: Shutaxs
<br />signed and sealed by Frank Grate, P.E.
<br />preparad by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E.
<br />PRODUCT NAME: Z4 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />Anchor specifications shall be as indicated on sheet 1 of 18, of Product
<br />PRODUCT 3U8-CATEGORY: Storm Panels
<br />2.a STRUCTURAL ENGINEERING CALCULATION&
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />PANS-
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />MANUFACTURER: Global Protection Products. LLC
<br />and sealed by Jay Jaciofano, P.E. as per ASTM E-8.
<br />MANUFACTURER: (211oh01 Protection Product LLC.
<br />length based on rational and comparative analysis, and In accordance with
<br />section TESTES of the Florida Building Code. Calculations prepared by Tiiteco, Irve.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures..
<br />4800 S.W. 51 Street
<br />Davis, Florida 33314
<br />2.3.3TRUCTURAL ENGMNEERNG CALCULATIONS,
<br />7. LIMITATIONS AND C-ONDMONS OF USE:
<br />4800 S.W. 51 Street
<br />Davis, Fladda33314vs.
<br />dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />C)rl 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well Galvanized
<br />maximum anchor spacing maximum
<br />design wind load and panel
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Inducted
<br />1. PURPOSE OF i:1►ALUAT[ON;
<br />3. MISSILE IMPACT RESISTANCE
<br />Large missile Impact under section 1828 of the Florida Building Code, as per
<br />Product Evaluation Report
<br />po prepared by Walter A. Tiilit, Jr., P.E. (Florida License
<br />No. 44167), President of Tiftoo, Inc, (Florida CA-0We719),
<br />1. PURPOSE OF EVALUATION:
<br />This is Product
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tllteoo,
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />Prepared by Tiiteco, Inc. and signed and sealed by Walter A. THIN, Jr.. P.E.
<br />This is a Product Evaluation R
<br />Report Issued by Wetter A. T1111% Jr., P.E. (System
<br />ID # to the Global Protection Products, LLC, Ruts No.
<br />TAS 201 Protocol.
<br />a Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. {System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />Inc., dated 12/18/10 and ON7113 (for this revision), signed and sealed by Walter
<br />A. T111it Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />0-3, D
<br />81 G20.3, Method 1 D of the Florida Department of Business and
<br />sines
<br />Professional[ Regulation.
<br />4• WIN.O LOADS RESISTANCE
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />��,111+�"'N""++eel
<br />�a p, A. TJ(
<br />�,t� ........t/TJ
<br />ytiQ ''VGEN' •,�
<br />61 G20-3, Method I of the Florida Department of Business and
<br />Professional Regulation.
<br />3. MISSILE IMPACT RESISTANCE:
<br />as defined on section 1620.2ofthe Florida Building Code,
<br />7.3. Product shall only be Installed into concrete, concrete block, and
<br />This product is being fiance an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />16. 10, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawl No.
<br />( ) drawing
<br />� 4416T
<br />This product is being issued an Evaivatlon Reperl as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />p
<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 />poured
<br />weed frame structures.
<br />been verified for compliance to accordance with the 2020 Seventh Edition at the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20.1T6. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />;
<br />7 '+ STATE OF
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />Product Evaluation Report prepared by Waiter A. T1t11t, Jr„ P.E. (Florida Lloense
<br />at least equivalent to that required by the Code.
<br />14, t 5, 1 T, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.178,
<br />�,c'••,.10R1R
<br />at least equivalent to that required by the Code.
<br />4. WIND LOADS RESISTANCE:
<br />No. 44167). President of Tilteeo, Inc. (Florida CA-0006719).
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />ng change that
<br />a Building Code ch may affect Its limitations and conditions
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />!ass/ONAL ;
<br />�"+I+"NNnnNN
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />may
<br />a Bui Code change that m affect its limitations and conditions
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on streets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />„N111(u1r,r1(
<br />om,III A; T14
<br />+Fl.,.• ,�
<br />3 thru 7,10 thru 20,
<br />WATU
<br />Maximum Anchor Spacing shah be as indicated on sheets 5, 9,10,11,13 thru 18
<br />A: GNENSF' •,�P
<br />2- EVIDENCE SUBMITTED,sheets
<br />Z.1_ PRODUCT EVALUATION DQ�NT (P E D 1•
<br />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 TILTECO ADMON RECORDS 1 P. E. REPORT.20 ( GLOBAL PROTECTION PRODUCTS. LLC T 20 GAGE
<br />GALVANIMSTEEL STORM PANEUORWOr20.1n REPORTl20-OrABDI
<br />2. EVIDENCE SUBMITTED:
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. ZO-175.
<br />( ) 9
<br />24 Gage Galvanized
<br />��_ _�._ 7
<br />D►ElWinq No. �-178, tltled v20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P. E,D.), drawing No. 10-178.
<br />? 1. PRODUCT EVALUATION DOCUMENT (P,F D.1:
<br />-'—
<br />'24
<br />Steel Storm Panel has been verified for code compliance to
<br />work as a non roue storm shutter assembly, as
<br />pp y per SSTD 13�89 Standard.
<br />J/Z
<br />wAT1LL —� :—R—
<br />s p $
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Waiter A.
<br />Tlllit, Jr., P.E.; dated 4T/28/2020. This drawing Is integral �,1�1,
<br />Drawing No. 20.176, tRled GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />D:1 TILTECO ADMON RECORDS ( P. E. REPORT.201 OLO�AL P 01 61RRN Pit , L AOE
<br />YYYiii
<br />OALVANI2ED STEEL STORM PANEL(DRWGi%10-175v REPM02"W ,4X'•. OR1D
<br />an partl4, shi's
<br />Evaluation Report,+`+rGP A, %/ A``Ay
<br />•. /
<br />,rs++u((A r
<br />a,`' DER,..,.. �llr
<br />y,9
<br />Tillit, Jr., P.E,; dated OT/27f3020. This drawin ie an iota + Itt
<br />9A;
<br />Evaluation Report. aa` ��........ (/fA``iA
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 3316t - PhLRIe: (305} 871-1530 - Fby,>5'31
<br />.�Ac�
<br />NSSMNALF� `a
<br />"'Ir"IttllR+ltu+"�
<br />6355 N.W. 36th meet, 5uiUe 305, Miami, Florida 33164 - PboDe: {305) 871-1lpitpi36t80"�1-1531rNtnNtptaa
<br />S8%pNALEN�,.�,
<br />IIHI//H{1+
<br />yl11NIIIIIN111
<br />a>zr�.ro...fauM.
<br />MEN
<br />0.3) 0 CARE THAT PRECAST STONE. OR PRECAST CONGMM PAWS. STUCCO OR WOOD MWW K FOUND ON THE
<br />ELISYM WALL. 4400 R5 94KL 9E LOW ENOUH M REACH THE WAR STROCIME BEHIND SLICH PANELS.
<br />,. STEAM PANEL 9MORW ON THISIE PMOOUCr EANILIMTHON OOCLREHIf (P.eo.) BEEN VERIFIED FOR COMPLIANCE IN
<br />ANCIHOMCE SMALL WE AS MENTIONED IN B.T) AND IN 11-2).ACCORDANCE
<br />WITH T2020 (7th EDITION) Or THE FLORIDA BUWINO CODE.IIAR
<br />(C) TO a,,,m r13m +OM,- CRAIAM C - OSS IWL1,
<br />OETROIO WIND WADS SHMLL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTONED CODE.
<br />- 1/4'I TAPCON ANCHORS, AS WWY►ALTURED BY H.T.W. BWDOI. WC.
<br />- 114-10 PARMATE FOMLE 0 AND PANELAWE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FORA WND SPED AB W 7NE JIAIMIL7IOM WIIFJE THESE :;Inv WML BE INSTALLED AtD
<br />FOR A OBKCIK9WIfY F�KNOAS. AIS1NG ASCE 7-fe ANO SMALL NOT EMCEED t1E MAXMNMM (RSA.)
<br />- 1/4•I IIIO SCREWS PER N.O.S.
<br />OEM PRESSURE 0030" 010 CATED ON SHEETS 7 THAW 12. 14. 15. 16. 19 A 20,
<br />- VIA* M 5/r ROOD SUSNO. AS 06TRBUIffi BY ALL POINT SCREW. OW A SPECIALTY CO.
<br />N ORDER TO VE11FY THE ABOVE CONDITION. ULTNAM OEM WIND LOADS DETERMINED PER ABLE 7-16
<br />SAL BE MST REDUCED 1O A.AO. DESION WAD LOWS BY MULTIPLYING THEM BY 0.6 N ORDER 10
<br />C-9 MIWUY 1HRFAADED PIDETIWiMM INTO WOW OF TAPCON ANCHORS SMALL SE 1 1/2' AND 2• FOR ELCO PAPaum PLUS
<br />AND PMELMALL FO►A,E Q.
<br />COMPARE THESE W/ MAX (AS.D) OSW PRESSURE RATNGS INDICATED ON SHEETS 7 TMN 12. 14. 15. 16. 19 k 20.
<br />C3) MINIMUM THIMA01D PDllRA110N OF LAG SCREW, INTO THE WOOD EANE UNIT SHAALL BE 1 1/2•- NIO THREMFD
<br />N ED IN E
<br />STRESS FOR VSD HAWS IENIS � USED N THEIR ANALYSIS. fIISIE1IA'M SIACNG 7O M000 HNS aFi71 OE1fl6aNED N
<br />S ESS F R VERY THAT AS RM ON IN P.E.O.RNIS YES1ED WERE NOT OAST STRESSED. A J]W Od DETERMINED
<br />PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PAR OF THE REQUIRED THREADED PENETRATION.
<br />ACCORDANCE WITH K.D.S. 2010.
<br />CAI) MAXIMUM MINE DISTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED W TAG DWWNO
<br />STORM PANEL IS ADEQUACY FOR IMPACT AD WOO ROMANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 106 OF
<br />THE AMC MENTIONED CODE AS PER MRtl6CAlE EDaEERWK) A TESTI D NC. REPORTS 96-sM, 26-570 A 96-T30 AND
<br />ENETR ION D
<br />C.4) A61OiUM PENETRATION OF WOOD BU91aNG SMALL W[ SAES'. 1/4' h10 SCRE715 USED 91KL B[ 1 T/Y LOUD IMIII6R11H
<br />1W. Ile0-20
<br />FENESTRATION TESTING LAB. NC, IEPONS 12032 A 12/ffi . AS PRUMOOS TAS-201. TAS-202 AD TAS-2W.WITH
<br />51N01AD AND W6YUY FOR OVALS .
<br />LEST NAB OF SOUTH fLOTIDA REPORT 102/9A1-09, AS PER TAS 201, TAS 202 AND
<br />AS WELL AS STANDARDS.
<br />TAS ICJ STOS.
<br />C.S) IN CASE TW PRECAST SIONL. OR PRECAST CONCRETE PAILS. SSUCOO Olt WOOD 9QMpS W FOUND ON THE DOSTIM
<br />2. AL ALLAWMM EX1RUSIDMI TO IE W63-TES ALW Me TEMPER. (UNESS OTHERWISE NOTED). SM SHEET 2
<br />WALL, ANCHORS SMALL BE LOW ENOUGH TO REACH THE MAIN WOWWOO SUCH PANELS.
<br />ACHORAOE 06CL BE AS MENTIONED W CA). C.2) A CA)
<br />3. ALL ALUMINUM SHM METAL USED AT CLOSURES 54ALL HAKE 3105-1114 ALWY.
<br />(0) ANCHORS SMALL BE INSTALLED FOUAWN4 ALL OF THE RECOMMENDATIONS AND SPSCFrMONS OF THE ANCHOR'S MAARACTNER.
<br />4. ALL STEEL SHEET METAL PANELS 94AL HMV[ STRUCT PAL QUALITY STEEL ASTM A-653 LADE SO MWAUO. 0-60
<br />pALVANxEO site DESCRIPTION W/iY- 56.E W CATER ROLLED).THROUAH
<br />L PANELS WAY ALSO BE INSTALLED ilOaZOMfALLY FOLOfBNO INSTALLATION DETAILS SHOWN all SiC110N J TIMOUMLH IO (SEEI9 4
<br />6) EXCEPT THAT HEADERS m A CD SMALL NOT BE USED.
<br />S. ALL SOtM 10 WE STAPP ESS STEEL 304 O, 316 AM SM" ON CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />ON 50015 W/ 50 M YIELD STRENGTH AND 90 AM TENSILE STRIM N A SHALL COMPLY W/ FLORIDA BUIDND CODE
<br />9. It SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEWI%• THE SOLMIOMESS OF THE STRICTURE WHERE SHUTTER IS 10 I
<br />SECTION 24I,.3.3.4.
<br />ATTACHED TO INSURE PROPER AJCNO A E. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD TRW
<br />BUI DING&
<br />L SOLIS TO BE ASTM A-307 CALVA IZED Snit- OR AS 304 SERFS STAINLESS STEEL. WITH 30 6* ANURN YIELD
<br />STENOIN.
<br />TO. EACH IEOU AR STOi1F PANEL NTH IDIOM OVER W-e THROUGH 12'-4•, AS PER SECTIONS 0. L 9 k 10 AID ALTERNATIVES OR.
<br />9W A 1010 ON BEETS 5. 6 A 12 RESPECIMLY; SMALL NAVE A LEGW 40 RGDRY VMkr MAMM INSTRUCTOR; OWNER OR
<br />7, A CHOR9 TO WALL SMALL BE AS FOLLOWS
<br />TOMNY TO SECURE PANELS WITH APPLICABLE REINFORCEMENT CARD PFAIOOS OF HURRICANE W VOM6.
<br />(N ro���
<br />It. THE WSTAIATKN CONTRACTOR 15 TO SEA/CAULK ALL SFAMP UTTER COMPONENT EWES MOM REMAIN AN CONTINUOUS CONTACT WITH
<br />- 1/4'I NAP" AN No' AS MQWACIURED BY I.T.W. BURDEX. INC. (Mn. Fc-3192 p..Q
<br />THE BUILDING TO PIEWENT WND/RAIN INTRUSION.
<br />- f/4' I . 7/6' CALKS ANCHOPMANCHOR AS MANUFACTURED RM OV 0
<br />L PO SC. W. WILT CIAL)
<br />- 1(/4'0k&L • J/4' SOtA-SET ANCHORS. AS OBTPoBNM BY ALL PONY SCREW. WELT A SPECIALTY CO.
<br />&
<br />12. STORM PANEL WSIA1/OgN SHALL COMPLY WTI SPECS INDICATED N THIS DRMVM PLUS ANY BINDM AND ZDWNC IEpMTM)NS
<br />(IA,, rP-30oD P.I.)
<br />PROVIDED BY THE JURISDICTION WHERE POW. IS APPLIED TO.
<br />- 114-'0 PA/EtMAIE F0049 0 A PA IE MATE PLUS ANCDRS. AS WIWFACTRW BY ELCC COMWOUCt10F1 PRODUCTS.
<br />(WK. f<-3360 Psi.)
<br />13. (•) THIS PRODUCT EIMLWYION DOCUMENT! ((PLEA.) PREPARED BY THIS ENGINEER IS GOOK AID DOES MOT PROVDE WO WTKN
<br />- 1/4•F CF TAP-ODP ANCHORS. AS MANUFACTURED BY TW-FAST CORPORATION (1` .3600 PA.iJ
<br />FOR A SITE SEDW PNOAECT: LP. WHERE THE SITE CONDITIONS DEYMTE FROM THE P.ED.
<br />(M) C�'O' 10 I RESPONSIBLE FOR THE sEurcnaw. PURCHASE AND INSTALLATION MAKING UFE SAFETY Or THIS PRODUCT
<br />CND) CONCRETE
<br />A1) MNARIY EWENENi ai TAPCON ANCHORS 6M1O POUND) CONCRETE SHALL K 1 3/4•; 2' FOR PABIIYTE FEMKE
<br />BASED ON THIS P,O. PROVIDED NE/SHE ODES NOT KAM FROM THE CONDITIONS DETAILED ON THIS OOCUTADIT
<br />D AND PDOMME PU15 AND 1 t 4' FOR W TAP
<br />/
<br />CONSTRUCTION SU'R1' AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />A2) CALX-IN A SOLO -SET M04ORS SHALL RE EMBEDDED 7/6• INTO THE POUED CONCRETE NO DOE MEM ITC
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WWLV B MODDWD.
<br />STIOCO SHALL BE PEt C= 1/4• 0-20 SCREWS USED SHALL BE 1 1/2- LONG NMMUA SHOULD MOOD EXIST,
<br />ND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SPEWS OR ALL THAPADED SCREWS W/O HEAD.
<br />(4) SITE SAECFiC PROJECTS SMALL SE PREPARED BY A FLORIDA RECSTE ED EMH eS OR ARCHITECT WHICH WILL BECOME: THE
<br />SM WIN WIND mum
<br />ENGINEER Or RECO D (E.OR) FOR THE PILOIECY AD YND WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E.D. PMOMPiR Oi . ACF9D As A DELECATED ENGINEER TO THE
<br />A3) IN CASE THAT PRECAST STONE PREC4= CNNCRITE PAWS. PAVERS, STUCCO OR WOOD BOARDS BE FOUR ON THE
<br />PLO. ENOEER. SKVL SUBMIT TO TES LATTER THE SITE SPECIFIC OFtAMM FOR REVRW.
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BOND SUCH
<br />PANELS. ANCORACE SMALL BE AS MENTIONED N AI) AN IN AZ).
<br />(•) THIS P.E.O. SILL WEAR THE CAN AND OR061A. SEAL AD S*MIM OF THE PWWEMMW
<br />EN61 m or Roam TAT PREPARED T.
<br />- 1/4• F IAP)OM ANCHORS REL AS MANUFACTURED BY T. W. BUR.OM WC.
<br />14. SWUM MWIUFACIUREPSMALL RM S LABEL L BE LOCATED ON A READILY VISIBLE LOCATION AT STOW
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1708l.3 OF FLORIDA BURDID COOL ONE LABEL
<br />- 1/4• • . 7/6' CKX-W ANCHORS, AS WMTWRM Br DENALI AMC. (Wt. f- -1SOD WJ
<br />SMALL WE PLACED FOR CANT CPO". LAf1 M TO COMPLY WITH SECTION 17OVA.2 OF THE
<br />- 1/4'I X 3/4. 90LO-SET AICIDRS, As DISTRIBUTED Br ALL PONY SCREW. BOLT A SPECIALTY CO.
<br />FLORID& BLPU NG CODE.
<br />(ON'fl -1a00 P.A.I.)
<br />- 114-DUCT10 PAIELIMIE FEMALE 0 AND MNELWTE PLUS ANCHORS. AS MAFAFACRRED BY EELCOCONSINUCTION
<br />PROS (MN. V -2071 PILL)
<br />YM DMBRD SMALL ONLY BE UStD �
<br />IN , HE STAR a � TO
<br />- 1/4' I OF TAP -OW ANCHORS, AS MNIUFACT PED BY TRW -FAST CORPORATION Trio A• Tlt/�
<br />•,••••...•,•vj
<br />B1) MOOMAI EMBEDMENT OF TAPOON ANCHORS. ELCO PAELMATES AND C F TAP -CRP AND". INTO TE J(•F
<br />FLORIDA BUILDIM CODE 111 h Ys NMMOa
<br />a = UNIT WALL IE 1 1/4•. "r0 /U0°N "O' 20 QACE GILVANIM STEEL SMW PANEL
<br />' NO.4 167
<br />&2) oMX-N k sOIDLL ANCHORS SM/ BE EIBMOM 7/6. SASH THE COMCE7E BLOCK IRFT. No
<br />INTO ENO I sW6l M ORIIrIFD. WITH IT SI SeREr6 USED SHALL ■ , 1/2 LONG M06wuM
<br />EXIST. MID 1' IRlAUY FOR 1WA1S aT1N NO STOW, Y'_ A:TA
<br />IL .-- -- -- mmm —L�. 6
<br />k Are
<br />a
<br />3/6-1
<br />INSTALLATION DETAILS FOR REGULAR PANEL.S(I & a
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />CNTETE Aww"
<br />am omms a° a NM,INmama OM,t•---ED. p ao®AEA"'M a 4
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<br />FUMM M UMM CODE (■6E1 VeloeHv I
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
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<br />1W/10, 2W/10, 3W/10, 4W/10, e/S
<br />5W/10, 6W/11 a 7W/11
<br />3• ►wl ANCHORS. FOR CONCRETE SEE SCHEDULE ON SMEM a A 9 J• MN
<br />FOR WOOD SEE SM79M OM SHEETS 10 At
<br />0 0
<br />(_l_-(-17- 7—
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<br />UMILTEO PANELS , 900E0 PANELS W/ 1%N-10A1•-
<br />(SEE SECTIOWAS -= TLT�W"7,r M 3/32' r
<br />(SEE SECTIONS AS APPLICABLE)
<br />D.M.. 4 •+
<br />V� 2/4, 3/4, 4/4, 5/5. 7/5
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<br />7W/10. 2W/10, 3W/10, 4W/10, a/5
<br />SW/10. SW/11 i 7W/11
<br />ANCHM: FOR CONCRETE SEE SCHEDULE ON IIHEEIS I k 9,
<br />-- FOR WOOD SEE SECTIONS ON SMEE S 10 A 11 ---
<br />REGULAR STORM PANELS nZ_Q ELEVATION
<br />N.T.S.
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