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IF IF r I I - - - - - - I NR ..,._ ILim-, —I
<br />I LI
<br />PRODL7CT LLV,A(,iTATIl1V RRPOR'CjgL1. 20-mzs-Da 2
<br />PanDIICT t+'YAr:tiaTitil'LxE:1+(o&'r NO. 20.i72B_oa 3
<br />P130DUCT' a'V!t,L'AT12TM RlAmrntT NO 2E1-a'F+7 a 2
<br />city INC-
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<br />1 1 L ECO jimc-
<br />flLIIT TESTING B ENGINEERING COMPANY
<br />WATT"h'R A. TTLLdT; IR., P.E.
<br />2.2_ TIES REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />H R
<br />8. MATERIAL C_ A eCTERlSTLC$ AND SPECIFICATIONS-
<br />Shall be strictly lo accordance with General Notes and Components indicated on
<br />TILLIT TESTING i ENGINEERING COMPANY
<br />- -- - - --
<br />2.2. TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTO 12.99 standard as
<br />YLrBhMa�WBO)u �
<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 />waLTERA.1'1LLIT, IR,rE. tifteoo@wl.com
<br />PRODUCT EVALUATION REPORT In•Pr Lka.FNP 44167
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />FL
<br />FL CALL° Ph
<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 />HLL:A. Li— 10. W6119
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176,
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11/02 wttnessed by William
<br />PRODUCT EVALUATION REPORT
<br />#%-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: ZO-0T2T.02
<br />R. Mahner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE,•
<br />DATE: July 27, 2020
<br />Largaespads, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 20.0720.01
<br />0219.01-09 dated March 4 2009, signed and sealed by Edmundo Largaespada,
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<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 />PRODUCT CATEGORY: Shutter
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 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 SUB -CATEGORY: Storm Panels
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc, and signed and sealed by Water A. Tilit, Jr., P.E,
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />21-STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />Tensile -1
<br />s test report No. eCM 98 by QC Metallurgical, Inc., dated March 13,2009,
<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 1620.2 of the Florida Building Code.
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<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 Products. LLC
<br />and sealed by Jerry Jaciofano, P.E, as per ASTM E-B.
<br />MANUFACTURER: Global Protection Products LLC.
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations pnVared by Tilfeco. Inc,,3.
<br />7.3. Product shall only be installed into poured concrete, concrete black, and
<br />wood "me
<br />48W S.W. 51 Street
<br />3TRUCTl1RA, 1 ENGINEERING CALULADONS
<br />4800 S.W. 61 Street
<br />Devie, FloOda33314
<br />dated 11/03/08 and 03112JI5, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />structures.
<br />Davie, Florida 33314
<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 />1. PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RESISTANCE
<br />Product Evaluation Report prepared by Wetter A. Tillit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />length based on rational and comparative analysis, and in accordance with
<br />This is a Product Evaluation Report Issued by Walter A. T1III% Jr., P.E. (System
<br />Large missile Impact under section 1620 of the Florida Buildin Code, as per
<br />TAS 201 Protocolp g p
<br />No. 44167 , President of Tilteco, Inc. (Florida CA-0006719 .
<br />) )
<br />This is s Product fvaluatlon Report Issued by Walter A. Tlllit, Jr., P.E. (System
<br />section 1t304 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and O8/27/13 (for this revision), signed and sealed by Walter
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A Tilit Jr., P.E.
<br />61 G20.3, Method 1 D of the Florida Department of Business andRI!
<br />WIND LOADS_SISTANCE
<br />a�„aln+nnlrnq+
<br />�jt TA A, T/
<br />61G20-3, Method 1D of the Florida Department of Business and
<br />professional Rogulatlon.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />a N,t�..•••••./T %on.
<br />AI IV -
<br />It
<br />professional Regulati
<br />3. MISSILE IMPACT RESISIl4NCE:
<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 26 of Product Evaluation Document P.E.D. Na.
<br />( ) rig
<br />�
<br />---- ,E • '.
<br />.� - 44167 .
<br />This product Is being issued an Evaluation Report as described herein, and has
<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 />been verified for CDmpIianCB in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the roduct is for the purpose Intended
<br />p
<br />,drawl
<br />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,*
<br />26,
<br />__._-_ _, • �* :*1
<br />s--
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida BWlding Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19.20 25 and 26 of of Product Evaluation Document (P.E.D.),
<br />STATE OF
<br />at asset equivalent to that required by the Code.
<br />drawing No. 20.176.
<br />N �10R1p�'
<br />....
<br />.....I..., �\�
<br />4, WIND LOADS RESISTANCE:
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />5. INSTALLATION:
<br />yv,SS/pNpL rs�
<br />'"n111nn110' 0
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />24 Gage Galvanized Steel Storm Penal has been verified to sustain wand
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />a Building coda change that may affect Its limitations and conditions
<br />Installation shall be performed strictly accordance with details indicated on
<br />a Building Code change that may affect its limitations and conditions
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />2. EVIDENCE SUBMITTED
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />6
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />Da TtLTECO ADMON RECORDS t P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC R 20 GAGE
<br />GALVANIZED STEEL STORM PANEL\ DRWG A 20.1791 REPORT I2D-072a.01
<br />2. EVIDENCE SUBMITTED:
<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. ?0-175.
<br />( ) g
<br />2.1. PRODUCT EVALUATION DOCUMENT
<br />Drawing No. 20-176, tilled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />'
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />2,1, PRODUCT EVALUATION DOCUMENT (P.ED.)
<br />'24
<br />Steel Storm Panel has been verified for code compliance to
<br />24 Gage Galvanized work as a non porous sstortorm shutter assembly, as per SSTD 12�99 Standard.
<br />sheets 1 thru 26 of 26 prepared by Tiiteco, Inc.; signed and sealed by Waiter A.
<br />Drawing No. 20-175, titled GAGE GALVANIZED STEEL STORM PANEL",
<br />Tlllit, Jr_, P.E.; dated 47l28/2020. This Brewing is an integral part I A fplis
<br />Evaluation Report. A,
<br />F714/t4v,
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />sled O7/2772020. This drawing is an inte`�,�#ttNNNNgi,041�
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<br />6355 N.W. 36ffi Street Suite 305, Miami, Florida 33166 -Phone: (305) 871-1530 - JS97Ai di}F A9T�1
<br />y�-,", 0S/DNALE��A'A
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<br />6355 N.W. 36th Street, Suite 305. Miami, Florida 33166 -Phone: (305) 871-1 `�" # 646itt9''1-1531
<br />�''4sS/ONAZrc��+���\•
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<br />1 STj1W PANEL S,IOSH QN 1HX4 PROCT DUEVAUATgN OOCUMENi (PEB) HASBEEN VERIFIER FOR COMPLIANCE INN
<br />ACCORDANCE W"N THE 2020 (7M EDITION) OF THE FLORIDA BUILDING CODE
<br />DESIGN WIND LOADS SHALL BE DEIEIB"NED AS PER SECTION 1620 0E THE ABOVE MENTIONED CODE.
<br />FOR A WND SPEED AS REDUIED BY THE JURISDICTION WHERE THESE SHUTTERS WAl IE NSIALLED AND
<br />FOR A DNECTIONATY FACTOR 10-0 85. USING ASCE 7-10 AND SHALL NOT EXCEED riff MAXIMUM (AS.O )
<br />DESIGN PRESSURE PATINGS INDICATED ON SHEETS 7 THRU 12, t4. 15, 16, 19 a 2D.
<br />IN ORDER t0 VERFY NNE ABOVE CONORON, ULTIMATE DESIGN MIND LOADS DETERMINED PER AXE 7-16
<br />SMALL BE FIRST REDUCED TO A.S.D. DESIGN RIND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER TO
<br />COMPARE THESE W/ MAX (AS.0) OESGN PRESSURE RATINGS NdWTED ON SHEETS 7 TIMU 12. 14, 15, 19, 19 A 70
<br />IN ORDER TO VERIFY THAT MA:f401111, ON THIS PED AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE IN ALLOWABLE
<br />TOP *N0 WAS I F G r N IN
<br />STRESS LOADS tIDL USED N THEM ANALYSIS ASTENERS SPACING tl WOOD HAS BEL OETFRNNEO
<br />ACCORDANCE MI7N NO.S TOTS.
<br />STORM PAEL'S AOEOLNCY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERMED N ACCORDANCE VArH SECTION 1626 OF
<br />ME ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTING NC. REPORTS 96-509, 96-570 a 96-T30 AND
<br />FENESTRATION TESTING TAB INC., REPORTS /2032 A /2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203
<br />AS WELL AS AMERICAIN TEST LAB Of SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 201, TAS 20, AND
<br />TAS 203 STANDARDS.
<br />2 AL ALUMINUM EXTRUSIONS TO 6E 5063-16 ALLOY AND TFMPDI. (UNLESS OTHERWISE NOTEO) SEE SHEET 2
<br />1 ALL ALUMINUM SNEER METAL USED AT CLOSIIPES SPALL HAVE 3105-N1N AULOY.
<br />A ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL OLAUTY SrM_ AWK, A-M3 GRADE So MNNMIUM. 0-6a
<br />CXVAIZED STEEL OESBWTJON W/TY- 58.5 Nat (AFTER ROLLED)
<br />5 ALL SCREWS TO BE STNNLE55 STEEL 304 OR 314 ASI SERIES OR CORROSION RESISTANT C04TED CARBON STEEL AS PER
<br />ON 5OC18 F/ 50 km WELD STRENGTH AND 90 TY TENSLE STRENGTH A SHALL. COMPLY W/ FI.ONM BUKDNG CODE
<br />SECTION 2411 3,3.4
<br />6 DOLTS TO BE ASIM A-307 GUVANIM STEM. OR ASI 304 SERIES STAINLESS STEEL WITH 36 NA, MINIMUM YIELD
<br />STRENGTH.
<br />AP404M TO WALL SAL BE AS FOLLUNS'
<br />(A) rQ LQ1I0A6 T'QJIRW CONClETF.
<br />- 1/4•e TAPCON ANCHORS AS MANUFACTURED BY I. T.W BLALDEX. INC. IV,. 1'c.3192 P.s;.)
<br />- I/4' 4 a 7/8' CALK -IN ANCH0R5, AS MANUFACTURED BY DEMALT INC (MIN. ': 31M0 P-AN.
<br />- I/e. 4 3/4 SOUD-5ET ANCHORS. AS DIVRIBUIED BY All POINT SCREW, BOLT a SPECIALTY CO.
<br />(M.,. FP )DDo PK.,.)
<br />- IAA-,0 PARELMATE FDAALE 0 a PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTON PROOICTS
<br />(MN t,c 3360 P-)
<br />- 1/ell CF TAP -GRIP ANCHORS. AS MANUFACTURED BY '-K-FAST CORPORATION (Cc.3600 P.,.,)
<br />A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•: 2' FOR PAWLAATE FEMME
<br />0 AND PAWMALTE PLUS AND 1 I/A• FOR CF TAP -(RP ANCHORS
<br />A2) CAK-IN A 5OUD-SET ANCtORS SHM.L BE EMBEDDED 1/6• NTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS USED SHAD. BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST.
<br />M " WNAIUA FIRE WALLS WTH NO STUCCO. AND MAY 917 HEADED SCREWS OR AL T6wADED SCREWS W/O HEAD.
<br />BUT WITH WING NUTS
<br />A 3: N CASE THAT PRECAST STONE, PWCA., CONCRETE PANELS. PAVERS. SnX" OR Wool) BOARDS BE FOUND ON THI
<br />EXISTING WALL 00 FLO1R ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHILL BE AS MENnOHED IN A 1) AND N A.2).
<br />(a) TD F„STH1p: CO1K:Rf iE, �eLx FIALL AM C--2Q'
<br />1/e / TMCp1 ANCHORS AS MANUFACTURED BY i I W BUDEX I. INC.
<br />,/4• e . 7/a' CALK-N ANCHORS, AS MAWICAGRR M BN DCWALT INC. (MN. f .1500 P•F •)
<br />- 1/4'F X 3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POW SCREW BOLT a SPEOkrY CO
<br />(MN F -1000 P.,,I )
<br />- I"-,0 PANELUMTE FEMALE 1n AND PANELMATE PLUS ANCHORS. AS MAWFACTURED By ELCO CONSTRUCTON
<br />PRODUCTS (MN R'-2071 p.,.,) '
<br />- I14' a CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FA57 CORPORATION"' oe.
<br />B I) MPQMW EMBEDMENT M TAPCON ANCHORS. FLCO PANELYATES AND Cf TAP -GRIP ANCHOR, two IIIF P
<br />BLOC" UW 94AU BE 1 1/4'
<br />8.2) CALK -IN a SOLID -SET ANCHORS SNAL BE EMBEDDED 7/a• INTO THE CONCRETE BLOCK k0- ND [A,B N
<br />INTO STUCCO SHAH BE PERMITTED '/4• 0-20 SCREWS USED SHALL BE 1 I/2- LONG MNWLW SNOUl2 CO
<br />EXIST. AND I' MOONKM FOR WAL5 WTH NO STUCCO. S O: I
<br />03) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, SRICCO OR WOOD BOARDS BE FOUND ON 14E
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAIN STRUCTURE 804ND SUCH PANELS
<br />AW40RAGE SHALL BE AS MENTIONED N S. 1) AND N B 2).
<br />(C) M EXISTING WOQO�ROB-SPE61[
<br />- 1/4110 TAPCON ANC14 RS. AS MANUFACTURED BY IT WYDEX. INC
<br />- /14-10 PMELW7E FEMALE IO AND PANELMgE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />- 1/4'0 TAG SCREWS PER N.O.S.
<br />- 7116'I r 5/r WOOD SUSHIIO. AS ONSTRIBUTED BY ALL FINNY SCREW. BOLT a SPECIALTY CO
<br />C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE t I/r AND 2- FOR ELCO PANELWTE PLUS
<br />AND PMNEIMAL£ FEMALE ID
<br />-
<br />C 2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNP S1NLL BE • 1/2- NO THREADED
<br />PENETRATION INTO STUCCO SHA. BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />C 3) MNWUM EDGE DISTANCE OF LAG SCREWS. ONTO WOOD SHALL BE AS RA CATED N NNIS DRAWING
<br />C.41 MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 1/4' 9-20 SCAM USED SNAU BE 1 1/2• LONC MNNMVM
<br />SHOULD SsS=0 EXIST_ AND t• MNMUM FOR WALLS WITH No STUCCO
<br />C S) N CASE THAT PRECASI STONE, OR PRECAST CONCRETE PAEL,, STUCCO OR WOOD BOARDS BE FOUND ON THE EIIISTI4C
<br />WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />ANCHORAGE SHAH BE AS MENT04ED IN CA)C.2) a Ca)
<br />(0) ANCHORS SMAU BE INSTALLED FOLLOWING ALL OF THE RECOIAWNOATIONS AND SPE.CIFMATFNS OF THE ANCHOR'S MAUTACnNER
<br />6 PANF_S MAY ALSO BE INSTALLED HORRONOLLY FOLLOWING NS'TALLAPON, DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS a
<br />THROUGH 6) EXCEPT ,HAT NE4OERS Q aim SHALL NIGH BE USED
<br />9 iT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Or THE STRUCTURE ,WERE SHAITIER IS TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BIIRDINGS.
<br />10 EACH REGULAR STORM PANEL ,WTI, LENU•THS OVER W-a THROUGH 12'-4'. AS PER SECTIONS 6. 8. 9 A 10 ANC ALTERNATIVES SW,
<br />9W A TOW ON SHEETS 3. 6 a 12 RESPELTNELY, SHG N NI HAVE A LEGIBLE AND READILY VISIBLE MARILNSTRUCT,NO OWNER OR
<br />TENANTTO SECURE PANELS WITH APPLICABLE REINFORCEHEM DURING PERIODS OF HURRICANE' WARNING
<br />I I THE INSTALLATION CONTRACTOR 15 To SEAJCAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS OWACT WITH
<br />THE BUILDING TO PREVENT WIND/RAN NTRUMN.
<br />12 STORM PANEL INSTALLATNN SWML COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND IONIC REGULATIONS
<br />PROVIDED BY THE JURISDICTION WHERE PERM" IS APPLIED TO
<br />11 (°) FIRS PRODUCT EVALUATION UMENT (PFOR A SPECIFIC PROJECT , WHEREE THE SITED CDNOIT*NS DEVIATE FROM PREARED BY THIS ENG94EER ISGF1UEf6CTHE ,ANo OCRS NOT PgONIUE INFORMATION
<br />(b) CONTRACTOR TO BE REV-DN5IBLE FOR 14E SELECTION. PURCHASE AND NS'TALIAIHON INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />BASED ON THIS PEM PROVIDED HE/SHE DOES NOT WYMNE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT STIE IS THE CONTRACTOR'$ RESPONSB9T'
<br />(X) THIS PRODUCT EVALUATOR DOCUMENT WILL BE CONSIDERED HNVA13 IF MODIFIED
<br />Id) SITE SPECW C PROJECTS SHALL BE PREPARED BY A FLORIDA WGWERED ENQNEER OR ARCHITECT WHICH WILL BECOME THE
<br />ENGINEER Or RECORD (E-OR.) FOR THE PROJECI AND WHO WILL BE RCSPDNS lLE FOR THE
<br />PROPER USE OF THE PE.D. ENGINEER OF RECORD. ACING AS A DELEGATED ENOWID1 TO THE
<br />.E.O ENGNEER, SHNL SUBMT To THIS LATTER THE S"E SPEC6F DRAWINGS FOR RENEW.
<br />(I) THIS P ED. SHALL BEAR THE DATE AND ORDINAL SEAL AND SGNATURE OF THE PROFESSIONAL
<br />ENGNEFN OF RECORD THAT PREPARED T
<br />14 SHUTTER MANUFACILRER'S LABEL SHALL HE LOCATED ON A READX.I M51aE LOCATION AT STORY
<br />PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA OUILDNG CODE. ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING. LABEUHG TO COMPLY WITH SECTION 1709.92 OF 74E
<br />FLORIOA, amo9EG CODE
<br />THIS OaAIFRxU STALL OrAY BE USED TO
<br />IIII 1 OBTAIN pERY"S N THE STATE OF FUORQA
<br />AV..
<br />INSTALLATION
<br />INTO EXISTING POURED
<br />DETAILS
<br />FOR REGULAR
<br />CONCRETE OR CONCRETE
<br />PANELS(j)
<br />A (1-A
<br />BLOCK STRUCTURES co.m ARoNm
<br />OIICAM .W."ORs
<br />WEDS r a-oDaNHON »
<br />CONCRETE NlIM
<br />tEY sJ
<br />(Sam
<br />W�,En a T1aIOLMNw » -E.D.--
<br />CONCRETE AN0HOI6
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<br />GLOBAL PROTECTION PRODUCTS. U.C. w/A. t.
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<br />3m i . No.
<br />_ ,', A _, _ __ _! I - 8 * * : * FLORIDA BUILDING COOS NI VelocityNurricona Zone)
<br />22AAWyACC NICKEL "P. 90n0M
<br />(• • • NPm TucYo. Fc rp
<br />1350'5'- = .1e75'-PIATED WING NUT L00[ a PANEL -OO1. • 20 CAGE GALVANIZED STEEL STORM PANEL tNwN fill.
<br />KEY HOLE
<br />•STATE
<br />© IFS •0 "�'�' GLOBAL PROTECTION PRODUCTS, U.C. 0/='We
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<br />INSTALLATION DETAILS FOR REGULAR PANELSC] 5t ('1% EM CLOSM OM FOR INSTALLATION IN POLM O011KM
<br />INTQ EXISTING POURED CONCRETErQR CONCRETE BLOCK STRUCTURES 014WE BLOCK OR HOM
<br />,ylA-W ON PANFLkum ,mu a rANarEIE ,,,IO„p,s '::• ' w� A• u VAUD FOR RECIa TAR. Lff SA M AND E Z HAN(' SiORIEi PANEL SYS`IEII
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<br />. EIOSTRIC STUCCO/ PT WOOD PLATE SAILER - ,i SHEETS a a Bl ,h7 3//a.,' -a
<br />t 1
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<br />N BE WOOD T CUTE SPKfR i TOP & BOTTOM MOUNTINGS CAN BE
<br />BEHIND 77GCN
<br />I CONCRETE ANONORS fPLANI
<br />I COMBINED IN ANY WAY TO SUIT ANY C"Pm)
<br />_ ••, 1
<br />uT. 9HEti5 a nFIouDN� s)� ' INSTALLATION. SCNi )/Is.T'
<br />A.
<br />.
<br />EASTONG POURED + AwX wNm IarN W r.':' r '•• ✓ FLORIDA BUILDING CODE (High Velocity Nurttcane Zone
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<br />ntx 1nvoLal 1 1/2' M6n. CONCRETE aOGt -' tOUM DI aWFAA 11WN -A" "Lmm WC. ,•P.
<br />ON WIT • W h 3' m.. RCOUXRED ,WICK, ,[6I. _ :• 41167 : 20 CAGE WLVARI2ED STEEL STORM PANEL Comm aY
<br />SECTION X-X i * * /--• �� a,
<br />SCALE 3/8-1• S TEDf.{�'-� Lt)BAL PRQTECTION PRODUCTS, LLC. I
<br />�,3�NOD IO
<br />DETAIL FOR SPACERS REQUIRED AT TOP OR'•.ICOrat• wa
<br />al SAET
<br />BOTTOM TRACKS ADJACENT IQ SD=/WOQO BANDS Ty ".. RIOT, &q~— • 01W. n• 1S71A 20-176
<br />•
<br />�'•. • - low a w 2 YAwM «Imo a A7N- n=N=: (HN)NI-7Wtt rAc (wNRIW.a:Asw.. OFR GI-0 OWAANo
<br />N.
<br />0619 r a r wAL
<br />I/510a1T1WE/(A1E ALTER A TRAIT .N., Pi Y i1•
<br />MIST b M 7I
<br />PS4DIICT EVAT,UATL0"J MS$T NO. 204727 01 3
<br />5, INSTALL TA ION:
<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, f 8 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />VATERIAL CHARACTERISTICS AND SPECIFICATIONS;
<br />Shall 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.), drawing No.
<br />20.175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7 LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tllteco. Inc. and signed and sealed by Walter A. THIN, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the Florida Building Cade,
<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. TNilt, Jr., FIX. (Florida License
<br />No. 441671 President of Tiitaoo. Inc. (Florida CA-0006719).
<br />1M10011N1r
<br />��ACENltir��
<br />s,
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<br />WA'ALL - ��,p
<br />D_I TILTECO ADMON RECOR081 P, E. REPORT.20 U OLQUAL P. 0 - p TIMID
<br />L* GE
<br />GALVANIZED STEFLSTORM PANEL(DRNGN20-176I REPORT020,411' C�i��'-'••. O ID ' * `
<br />*,H'css/DIVA - *G•A�a
<br />%M411AABMNNIN
<br />1/4. 2/4, 3/4, 4/4. 5/5, 7/5,
<br />1W/10, 2W/10. 3W/10, 4W/10, 6/5
<br />5W/10, aw/11 & 7w//1
<br />Y - ---. - _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 0 a 9._..-_ P MAX
<br />"I' CAN .---N FtA WOOD SEE SECTIONS ON SHEETS 10 a 11 - - ---''-I, M._
<br />6 0 0 6
<br />D.M.,(2 . 3Q.(�+i4&Jr -�--} - `'r = r -r r I--T----I � ,7 -- ---r----'--I- -1--?- r 1
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<br />'(SEE SECTIONS AS I i I ' I I I :S.S. Y.S. BOLT W/ 7/B" . 3/32' r
<br />' 1
<br />I j APPLICABLE) I (SEE SECTIONS AS APPLICABLE)
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<br />1W/10, 2W/10. 3W/10, 4W/10, 6/5
<br />SW/10, 6W/11 R 7W/it
<br />... -
<br />_-_-. _ ____ - ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A, 9.._
<br />MR WOOD SEE SECTIONS ON SHEETS 10 a 1 t ... ..`
<br />REGULAR STORM PANELS C-1) A fk ELEVATION
<br />NT.S.
<br />2.07' Ile Mm. CAP
<br />(M R. WRW -1 "of VALEW)
<br />MAX/ GAPS `,� p Uri
<br />-� 3 EN FLORIDA BURDRRG CODE h Velocity Nurricon6 Zone)
<br />i NO 44167 RatioTplom W. 20 GAGE GLLVANRfO STEEL STORM PANEL F•
<br />orI ■A
<br />*
<br />SECTION A -As *'•. * '�: F,/-/-Fe
<br />GLOBAL PROTECTION PRODUCTS, U.C. nrz.
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