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I�11 I 'll l .,tit;
<br />i_ EC IOC_
<br />TILLiT TESTING & ENGINEERING COMPANY
<br />WAITER A. nLLrr,.LR., P.B.
<br />NLPJT m-,ru 000671
<br />PL CR 1-1—umve Nil
<br />OP06719
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July28, 2020
<br />PRODUCT CATEGORi': Shutters
<br />PRODUCT 'SUB -GATE
<br />t3ORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Glad Protal tion Products LLC
<br />4800 S.W. 61 Street
<br />Davis, Florida33314
<br />1 PURPOSE OF EVALUATIOIy
<br />This is a Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is beinglssued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verifythat the product is for the purpose Intended
<br />P p m
<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 its limitations and conditions
<br />2-.- EVIDENCE SUBMITTED'
<br />21 PRODUCT EVALUATION DOCUMEXTV.E.D,i;
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL $TORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and seated by Waiter A.
<br />Tillit, Jr., P, E.; dated 07/2812020. This drawing is an integral partlol# JPIS�
<br />Evaluation Report, . A �1�/4,�`�
<br />7i NO. 44167
<br />/ :
<br />635S N.W. 36th Street, Suite 3O5, Mia11u; Florida 33166 - Phune: (305) 871.1530 - � In+RRRI Nc t t�931
<br />22. TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201 2 , 03 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 />Testing, Inc.,Inc Reports # 96-589 dated 08/0911998, #96-570 dated 09/18/1996,
<br />#96-T30 dated 09/20/1996, all three signed and seated by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 04/16/1998 and
<br /># 21126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and seated byEdmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-107 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />24. ST UCTURAL ENGINEERING CAL CULATi(A
<br />On 20 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 ratlonal and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tiitece, inc.,
<br />dated 11/03108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE,
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. IND LOADS RESISTANCE"
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 16,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />2-
<br />4 176, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<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 />5. INSTALLATION
<br />Installation shall be performed strictly in accordance with details indicated on
<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 />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />,v�CENSF '•.7
<br />A4167
<br />GEN[R,AL NOTES:
<br />8.3) IN CASE THAT PRECAST STONE, W PRECAST CONCRETE PANELS, STUCCO W WOW 80ARDS BE FOUND ON THE
<br />('RLriFOR 20 SNiiE SI.S PN��
<br />€ USTING WALL ANCHORS SHNU. BE LONG DIOUGH TO REACH THE "AN STRUCTURE- ENDOW SUCH PANELS.
<br />I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCWEW (P.E.O.) HAS BEEN VERIFIED FOR COWLANCE IN
<br />ANCHORAGE SHALL BE AS MENTIONED IN 81) ANO IN B1).
<br />ACCORDANCE WITH THE W20 (70, EDR14N) OF THE FLORROA BWUNNG CODE
<br />(C) TSLk2lSIING WODD { ,Spar .raitAMTY r 0 SE MTdd+1;
<br />DESIGN WND LOADS SHALL BE DETERMINED AS PER SECTION TWO of THE ABOVE MENTIONED COG£,
<br />- 1/4"I YAPCON ANCHORS, AS MANUFACnMED BY i.T.W. BLUM(, INC.
<br />MR A WIND SPEED AS REM" BY THE JURWCTWN WHERE THESE SHUTTERS WU. ! NVSiALLW AN0
<br />- #14-10 PANDW.TE F044M 10 AND PANEL RATE PLUS ANCHORS. AS MANUFACTURED E' a.CO CONSTRUCnON PROOIK:£5.
<br />FOR A 0lRESSURE )RA FACTOR Kd-0.65. U.ING 7-I6 AND SHALL NOT E2 THE MLAXIMIIW. (A:S.OJ
<br />- 1 ". LAfr SCREWS PER N.D.S.
<br />ION N t
<br />DESIGN PRESSURE RATINGS NCCATEO ON 7 Rid T2 14 15 18 9 & 20
<br />TS 7 &
<br />SHEETS TN
<br />- 718"M XSS' II
<br />11 WOO BUSNND. AS DISTRIBUTED BY ALL POINT i
<br />/ ! SCREW' 13DL & SPECIALTY 00,
<br />IN ORDER TO VERIFY THE ADM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASGE 7-16
<br />SHAD. BE FIRST REDUCED TO ASJT. DESIGN WINO LOADS BY MULTIPLYING THETA BY 0.6 04 ORDER TO
<br />C,} MINIMUM TCHREADED PEA 'fPAHON INTO WOW OF rAPDON ANCHORS SNAJ, i 1j2" AND 2" FOR Elea PANO.MATE PLUS
<br />COMPARE THESE W MAX& S D P. RA T
<br />! (A.S) D1swPt PRESSURE TWOS INDICATED C! SHEETS 7 Tt1RU T2, f4. 15, 8. 19 & 20.
<br />AND UANELNAaLE FEMALE. IB
<br />ORDER TO THAT ANCHORS Alt THIS PBD. AS TESTED WERE NOT DYER S�TO A ATX iXCRFASE W ALLOWABLE
<br />C,2) MINIMUM THREADED PENEMiTON OF HAO "SCREW, INTO THE WOOD FRAME ANTT SHALL BE 1 1/2`. NO TATTOOED
<br />PFNETRATiON INTO STUCCO SHALL. BE CONSIDERED AS PART' OF THE REOUO" THRF.ADW PENETRATION.
<br />S WIND L NOD.
<br />STRESS FOR W9ND LOAD$ WAS Bgi USED IN THEIR ANALYSIS. FASTENERS SPACING TO.WWD HAS BEER OE7EAW7#D N
<br />ACCORDANCE WITH NA,S. 2018,
<br />C.3) MINIMUMS EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INCCATEO IN THIS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WOO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SELTION 1626 OF
<br />THE ABOVE MOMONED CODE AS PER MURRCNE ENGINEERING At TESTING W. REPORTS 98-569, 96-570 & 96-T30 AND
<br />CA) MINIMUM PENETRATX H OF WOOD BUSHING SHALL BE 5,W. 1/4' 0-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM
<br />FENESTRATION TESTING LAB, INC., REPORTS 12032 & f2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
<br />SHOULD SNCCO DUST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL AS ST STANDARDS. ALERDS. TEST l48 OF SOUTH FLORIDA REPORT /02,8.0T-�. PS PER TAS 201, TAS 202 AND
<br />TAS 203
<br />C.5) IN CASE THAT PRECAST STONE, OR PREUST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE OOSTRW
<br />2. ALL ALUMINUM DaMISONS TO BE 6063-TS ALLOY AND TWER. (UNLESS OTHERWISE NOTED). SEE SHEET 2.
<br />WALL ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAW STRUCTURE EIDIND SUCH PANELS.
<br />AX2NOr/GE SHALL BE AS MENTIONED IN CA), C.2) & C.4)
<br />1 AL AAARNUM SHEET MESA. USED AT CLOSURES SHALL HAVE 31D5-H14 ALLOY.
<br />(0) ANCHORS SFMW_ BE INSTALLED FOLL.OWNNC ALL. OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL CLAIM STEEL ASTM A -SW (TRADE 50 MINIMUM!, G-60
<br />GALVANIZED STEEL 1)£;,�f.ATNN1 W/FV'- 5" AN (AFTER ROLtEO).
<br />&PANELS MAY ALSO BE INSTALLED HO .6ZONTALLY FOLLOWING INSTALLATIONDETAILS1A71DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THROU04 6) EXCEPT THAT HEADERS ('/) & IM SAL NOT BE USED.
<br />S. ALL SCREWS. TO BE STAINLESS STEEL. 304 OR 316 AS BERES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />ON W/ Ro£ YIELD STRENGTH AM 90 dui TENSILE STRENGTH & SWdi COMPLY W/ FLORIDA �FLCRW CODE
<br />4. R SHM.I..FE THE &U1Y OF THE CONTRACTOR TO VERbY THE 90UNONt55 Of TRNE STRUCTURE W9fERE SHUNTER IS 7D BE
<br />4.
<br />SECTION 2491.3.3.4.
<br />ION 2
<br />ATTACHED TO INSURE PROPER ANCH THIS $NUTTER SHAL. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />BUR.OINGS,
<br />S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ASI 304 SERIES STAINLESS STEEL, WITH 38 ko MINIMUM YIELD
<br />S TRENOTH,
<br />10. PANEL LE
<br />EACH REGULAR STORMS WITH LENGTHS OVER SHALL 12'-4, 'AS THROUGH PER S3,T£ONS 6 B: 9 & 50 AND ALTEFaA71VE5 BW
<br />9W & 907I ON SHEDS 9, 8 & T2 RESPECTIVELY; SwJ. HAVE K tEGet.EAm PER Y Y4SIBLE MARKING INSTRUCTING OWNER OR '
<br />7, ANCFWRS 70 1YA61. SHALL BE AS WLLDTYS:
<br />TDIANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />(A) ro ENO5T9W POITRTDT t•ONOfNFTE.
<br />11. THE INSTALLATION ODAIntACTOR IS TO MA1./C:AULK ALL SHUTTER COMPONENT EDGES WH£CH REMAIN IN CONTINUOUS CONTACT WITH
<br />- 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W, RAULDEX, INC. (Min. F -3t9E p.s.!J
<br />THE BUILDING TO Pwma WIND/RAN INTRUSION,
<br />- 1/4' P X 7/e CALM -IN ANCHOM AS MAAXIFAC'RIRED BY DEWA,T M. (MIN. f'ca3000 mJ*
<br />Y 3/4` SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />T2. STORM PANEL INSFAUATWN SiHALl COMPLY WITH SPECS INDICATED IN THIS DRAVANO PLUS ANY 5Wi AND ZONING REGULATIONS
<br />(pin, V -3W6 Is,t:)
<br />PROMW BY THE JURISDICTION WHERE PERMIT IS APPLIED 70.
<br />- (MM. PANE FEMME W & PANELLAATE PLUS ANCHORS, AS MANUFACTURED 81' 9150 CONSTRUCTION PRODUCTS.
<br />(MIN. F.-A35a
<br />m (.) THIS PR DDUCT eJIMUAnON DOCUMENT (P.EO,) PREPARED BY THIS ENGINEER b GiTNERiC AND .ROES NOT PRINCE INFORMATION
<br />Pea)
<br />0.
<br />- 1/4 iI CF TM-OtBP ANCHOR^a. AS MaNUFACTl6TED BY iRU-FAST CORPORATION (re=3604 Psi.}
<br />FOR A SITE S�PJRC PROJECT, I... WINFJRE THE SITE CORMTKINS DEVIATE FROM THE P.E.D.
<br />AI) MINfW" EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4": 2• FOR PANELMATE FEMALE
<br />(0) NONTWCTOR TO BE R"c.RPONSINS FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P,E.D, PROVTDEO HE/SHE DOES NOT DEVIATE FROM THE CO TIOtS OUNUT) ON THIS DOCUMENT.
<br />W AND PANEItM.TE PLUS AND 1 1/4' FOR CF TM-GTtDP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY,
<br />A2) CALK-N & SOLD -SET ANCHM SMALL BE EMESEDDED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED.
<br />STUCCO SMALL BE PERMITTED. 4/4- 0-20 SCREWS USED SHALL 13E 1 1/2- LONG WPM" SHOULD STUCCO DUST,
<br />NO I" MINIMUM FOR WALLS WTTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL n9REWED SCREWS W/0 HERO,
<br />(d) SITE SPVMM PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WING NUTS.
<br />ENGINEER OF RECORD (EOJL) FUR THE PROJECT AND WHO WILL BE RESPDNS>BI.E FOR THE
<br />PROPER USE OF THE P.E.D. E2NG IM OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />A.3) IN CASE THAT PRECAST STORE, PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE
<br />P.ED, ENGINEER. SHAD. SUDAN TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />DIMING WALL OR FLOOR, ANCHORS SHAU BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PANELS. ANCHORAGE SHALL IE AS MENTIONED IN A1) AND IN A.2).
<br />(e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGGNAIUM OF THE PROFESSIONAL
<br />ENGINEER Oi RECORD THAT PFEPAREO ft.
<br />(B) iD TfN{g NXXNCRfiF rri Yr. u, W i A. _ C gp,.
<br />- t/4" A TAPOON ANCHORS AS MANUFACTURED BY 1. 7. W, Si WC.
<br />14. SHUTTER MANUFACTURER'S LAML SHALL BE LOCATED ON A READILY MAKE LOCATOR AT STORM
<br />PANEL $KUM IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ORE LABEL
<br />- IJ4" ®X 7/B' CALK -IN :AIMr.HL1R5, AS MAIKIFAC'TUREO BY DEWALT ;MC_(MIN. Fe TSW p.eJ.)
<br />LACED OPENING. LABFUNG TO COMPLY WITH SECTION 1709.9.2 OF THE
<br />- 1/4'0 X 3/4" SOUO�-Sa ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BO,T. & $PECMLTY CO.
<br />��
<br />GULDING CODE.
<br />(AIM, V -IQGO P.eA,)
<br />- 14-10 P TE ' ffi FAN MA AHELN. FEMALE AND L1... TE PLUS /PLCJHORS. AS MANUFACTURED.. BY E1C0 CONSTRUCnON
<br />THIS CAWING SHALL ONLY BE USED TO
<br />�
<br />PIRODUCI5 (MIN. rc•.2D7# P.eJ.) INHHIININMA, PERMITS IN THE STATE OF FLORIDA
<br />- Ile W OF TAP-GR£P ANCHORS, AS MANUFACTURED W TRU-FAS7 CORPORATION �vb�'�('�t; A• rj��.J�.''yy
<br />ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS., aCO PANELWTES AND Cr TAP -CRP ANCHOR. NT4 THE: COP
<br />``C••
<br />' FLORIDA :BUILDING CODE (High VelocityHu"Icc
<br />BLOOD UNIT SHALL BE 1/4'.
<br />NO.
<br />"sy
<br />ate° TA'�QC0' N9'
<br />2O GAGE GALVANIZED STEEL STORM PANEL
<br />8.2) CALK-14 & SCUD -SET ANCHORS STALL BE EAMDOED 7/e TWO 1NE GONGRETE HLOCG WAR. NO EM11B�
<br />4
<br />� 67
<br />INTO STUCCO SHALL BE PBRM£TTEL1. 1/4• 0-20 SCREWS USED SKULL 1 ff2" LONG MNNUM SilOUI$ CO
<br />O
<br />L08AL PRQ'fECrTION PRODUCTS,
<br />COST. AND 1' MRMIUTM FOR WALLS WITH NO STUCCO. -'z'Q.'-
<br />C7AY
<br />n.•
<br />i
<br />LLC.
<br />INUALLATION DETAILS
<br />FOR REGULAR phi
<br />E S 0
<br />INTO EXISTING POURED
<br />CONCRETE QR CQNCRETF
<br />BLOCK STRUCTURES
<br />OONCREE AMCHM
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<br />CONCRETE ANCHORS
<br />51EE75 a THIOtIGt� 9) a
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<br />DOSTM POURED 1„�##CI
<br />CONCRETE RED '7i
<br />CONCRETE ANCHM
<br />75 S WBCOmN01T A)
<br />CUSYNOT POURED
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<br />-!roR 8'QNNtlI.TgN i
<br />SHEETS 8 & 9)
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<br />NOTE FOR COMNREMTNM OF SE£:RRONS:.
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<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />a3AyNgEF A� Tf(�"4Fy
<br />INSTA xn N ANY WAY 70 SUIT ANY
<br />INSTALLATION.
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<br />FLORIDA ]BUILDING CODE NI h V•igcr Hurricane Zone)
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<br />B. MATERIAL CHARACTERISTICS ANDUSPECiFICATIONS:
<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 shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P,E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF U
<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 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 ot26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2of 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 byWalterA. Tillit, Jr., P.E. (Florida License
<br />No, 44167), President of Tiiteco, Inc. (Florida CA-0006719).
<br />`>GEAISF
<br />l0.441167
<br />WAMLL
<br />Di1 TILTECO ADMON RECORDS \ P. E. REPORT.20 I GLOBAL PROTECTION PRODUCTS,LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANLLI DRWG#20• TII tREPORT#2"72&01
<br />TILLIT,
<br />or
<br />L E CtiVG.
<br />TILLR TESTiNG & ENGINEERING COMPANY
<br />PROI)IUCT EVALUATION REPORT
<br />REPORT NO.:
<br />2D"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 />Global Protection Products, LLC
<br />4800 S.W.51 Street
<br />Davie, Florida 33314
<br />Trt,Pr T,ieR[
<br />}L(:.A. L1C4ssI
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61G20-3, Method ID of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation
<br />aHon Report as described herein, and has
<br />been verifled for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Buildingn t ' Code, o. verify 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 its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Drawing No. 20-175, fitled'24 GAGE GALVANIZES} STEEL STORM PANEL,,
<br />sheets 1 thru 18 of 18 prepared by T!lteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte`
<br />��( t+tit iML£f > ifis
<br />Evaluation Report: ,+��.,
<br />s 167
<br />6355`N.W, 36th Street, Suite 305, Miami, Florid833.166 - Phono: (305) 871-
<br />COMPONENTS FOR REGULAR A WEE SAFETY STORM PANELS
<br />(SCALE 1/2-11
<br />--- TS.r9NY {TOTAL WW'Di}-.,--.-.•— .—.._ ,.�,..�.,v,«, is Les^ (TOTAL WIDTH)——,
<br />I
<br />i--^^-^- `,.250"-------'-' !
<br />i
<br />I. i 0.038' WN, THICK
<br />l -'q Aw- _,.NUI.i,MIZED STEEL
<br />1-
<br />T. !t'RWE
<br />90.0038 RAN. STEtiAI{, , .. ' 94ETD
<br />2.867 OALVAAZED ST0E6 / I � t '' 6a,.� � G-eo OAIv. EDGE /
<br />, '
<br />.Doe �dry ASTM ArINW .2,t�. M
<br />2111 2. •C H£MNED
<br />! HEHMFD �'
<br />MADE SO IlIIN1M OETAa .A.& f OETAB. gJ
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<br />1 \ Ilk A 48.$ G 6a OtdV, \ L{)yTAIL i , 48%
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<br />STM PANEL Q END STORM PANEL
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<br />.T. _i 12 t/r CLC. 12 1/2" Q.G. I 1
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<br />C3i2.aat1"._.._...i2T'i•
<br />IS0i1ETRIC VIEW DETAIL 61 �.
<br />�} -
<br />ROUNDED CORNER p ENDS Of PANEL'S AW R , �
<br />END UP W/ HEMMED EDGE, r "h 'tl"
<br />H ADER .�l HEADER ANGLE ) ANGLE WITH STUD � 1 ABLE 1M"
<br />(N.T.S)sz;yREVERSE
<br />STUD
<br />r —`I VARIES
<br />l F SEE NET.
<br />1/14 & 2/14 4'
<br />1 0394" TOP EOfX .Ode`'-.4" -•-.750• �-
<br />i (�..�. ,380" PANEL .TSB-' r .466 - T e 1� .125' } 1/1 Sf11D TASTESERAS
<br />D TO l R-- F flTss•
<br />I 1.447"t 6w .633• , .S7S` .39A ♦ r A&LE a 12 9/2- Q.C.
<br />,67r ' RiF62' 1.871' \ i 15001 low--
<br />1.083` 1, •;• F--T
<br />i i6ro RAa.E RIM 1 Ot5' 71 .,
<br /># OMEN
<br />AT 7.. I
<br />EVERY PAM OVERLAP
<br />,
<br />.625*0 zaoa — iTTP.I
<br />7,000" I(�,N� HOLE WASHER
<br />i r-.: 8(� "F" TRACK ANGLE 6�/ &'Z8 * ® FLAT PLATED
<br />a.o3e` ((MA.) €--+m4• paN WIT1i 3TtID
<br />CALVANQiO $TEE. v .344"► T
<br />RAF:. FS" LONG
<br />.371s'e *0 zA`s
<br />t -441ti7
<br />No.
<br />37 .�*; * : - FLORIDA BUILDING CODE Ni h Y•iaQt Hurricane Zone)
<br />a63 -1 i W r NUT attOMPA)NB s •. TOTE Lt .}ma t61Em 20 GAGE GALVANIZED STEEL STORM PAH L v"
<br />W'C ta�0
<br />act t �`�'
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<br />u 2.aGW - Al EMEL 0L08AL PROTECTION PRODUCTS, U.C.
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<br />ATIMOATMWY, 141E WIND NTT W/OUT N / ar" �°a WWeAA aVm®14 it OiR RIDE IRR.) TWAL4 f115N1RB}-6:97 20-176
<br />ALUMINUM tit J C MMOUTW WMHR W/ ADIXRCMAL ,w.. CAN-1ao.Im,: PeQ
<br />' 7/8Yr3/3r 1MSilE1t ice= &:R. u "^L •' fie" ea 1MLIi 1 Or 2B
<br />STEII, f#R RaN(EL PIAfrD STEET-j. i-Ck�7M71AE/OATE WALiER A TINT #.1 _
<br />INSTAL BON DETAILS EQ. Eli GULAR EANELSQ) A tt� EM =%M W MM� me INUAL99H IN mm ongm
<br />INTO EXISIM POURED CONCREJE Q8 ONCREIE BLOCK SITRUCTURES
<br />r-ROR MAkE
<br />6EE QNf` ! VA�ID_�i)13_R.-AIL 1 E Z KWSftA91M SM
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<br />=,/�f # ! 1'-:� i 4 £ . ,9 ,R• j � "M` Ito, G� _
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<br />CONCRETE CHOCK l
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<br />REMM[O.
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<br />i CONCRETE BLOCK 14• SI:
<br />REQUIpEA, ! QAe" MIRK ammaarrtwe,.y wMna'we r¢°o'�
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<br />®
<br />THICK ALUM. TUBE QR I' X ( ME* SCHEDULE ON , 1. CASE..F' (PLANT
<br />S�Tr f EXIS'TINGGSDUCCO/ P.7. WOW PLATE SPACER (; i SHL'ETS B & 9) R .. SCALE 3/16-r
<br />• NEW ` WINE X YAM X 1/8' ` N07E_F'OR COM>.BNATRC�J 0#' SEC7TfiN5:
<br />OR 1". VAM
<br />N ppALUM. TTUMPLATE
<br />tl TE SP,tDER j TOP & BOTTOM MWNnNOS CAN Be
<br />c i COMBINED IN ANY WAY TO SNIT ANYINSTCASE E (PLAN)
<br />ALLA'f£ON $CAE 3/1d-1'
<br />9S
<br />d • • fly a x£t 9)� ' Cant.EXISTING
<br />. CAT. lrua LVAnN a I•. •• E - •-... FLORIDA BUILDING CODE t8 h Velogif Hurricane Zone)
<br />-- a«clle,c A.A•Ira—.i.. ---iCONCRETEr�TRED ;
<br />iiRW _
<br />IM®IA[ f 3I3Wn. BLOCK ieE✓O t aNK ,Alm aN saoT , & n 44187 i "= W_ ZO GAGE GALVANIZED STEEL STORM PANEL ;
<br />SECTION X-X
<br />SCALE 3/0-1- ita..�.:��e LOau. PROTECTION PRODucT5, U.C. °""'
<br />'
<br />-�i^� _ �.
<br />WAtL FOR SPUERS WMIKO Al me OR_ll�'" 6Ce�iNN. 41Mo6.e.6,sHaxT ^^
<br />• F�P��.�-�.,
<br />. +•!"'•, A10f`,.^ 'X' "'C'' Rf,, aP, A,» r MA 1"'ce"M mlM,w: n. PHONfl SI34)I61-UOL FAX, "O)Ns-WRI? 20-176
<br />' F41y `l: •' N4.-, aNW "LNT39 nMI.AH a.9,
<br />'"I�, GAi .pis Asf",r peiul/8 Nk
<br />"
<br />AN! WA.T6R A'RLLR Jr A.tL n-,a r - fAq.T 5 M.>N
<br />ktCODUC'r'1XAT iAT10N REPORT NO, 20-0727 62 2
<br />22, TEST EP R ORTS"
<br />Large missile Impactload'tests were performed under SSTD 12-99standard !'9p es
<br />r section 1609.1.2 of the Florida Building Code. Uniform per g static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814,01-01 dated 03111/02 witnessed by William
<br />R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, 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 Julio I-
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-1-98 by QC Metallurgical, Inc., dated March 13, 2009,
<br />sr9ned a d sealed by Frank Grata P,E, as per AST
<br />M E-8 and Tensile Test'
<br />as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2 3. STRUCTURAL ENGINEERING CALCULATIONS:
<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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A: Tillit, Jr., P.E.
<br />3 MISSILE IMPACT RESISTAiTT MM.,
<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 RESISTANCE-
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall boas indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of product Evaluation Document (P.E.D.), drawing No. 20.176.
<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 been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />IWIRICT_ EVALUAXL0NaF,E(R'n0an-DU=
<br />5. INSTALLATION:
<br />Installation shallr be performed strictly in accordance with details indicated on
<br />shee
<br />ts 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, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E-D.), drawing No. 20-175.
<br />MATERIAL CHARACTEj31STICS AND SPECIF�NS'
<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 incompliance 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 byTllteco, Inc_ and signed and sealed by Walter A, TOM, 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 Gode,
<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. Tillit, Jr., P.E. (Florida License
<br />No. 44167). President of Tifteco, Inc. (Florida CA-0006719),
<br />WATILL
<br />Da TILTECC AOMON RECORDS 1 P, E. REPORT
<br />GALVANIZED STEEL STORM PANEL 1 DRWG #20-17
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5,
<br />1 W/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, 6W/11 A 7W/11
<br />3' MAX '- ANCHORS: POOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 6_..�._ r MAx
<br />MIN i FOR WOOD SEE SECTIONS ON SHEETS 10 At i t V MIN.
<br />O ,+'' 6 6
<br />A-----�-�'-
<br />0
<br />/
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<br />f __ _ �_ I I
<br />UNBOLTED PANELS yy-`..` ti BOLTED PANELS W/ 1/4f-26x9" _ - ... _�..�
<br />(SEE SECTIONS As BOW" / i{8' x 3/aY"
<br />APPLICABfLE) ,. M OVERLAP
<br />(SEE SECTIONS AS APFLIOAIiiE)
<br />ED
<br />1 1 i S
<br />F
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<br />i' MW. 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, °-- 3' -
<br />1W/10, 2W/10, 3W/10, 4W/10, 6/5MI+,
<br />SW/i0. 6W/11 & 7W/11
<br />i✓ ANCHORS: FOR CONCREE SEE SCHEDULE ON SHEETS 8 & B_—__
<br />FOR WORD SEE SECTIONS ON SHEETS 10 & I
<br />REGULAR STORM PANELS 1 & ELEVATION
<br />N.T.S.
<br />2.6r 1/a' Moo. OAP
<br />(MR caw -1 *W AW IRA
<br />i
<br />9,P1. N*%kil
<br />MAX. OAP``�r4?
<br />CA)-t 7) • v Eft •• FLORIDA BUILDING Coot H h V00011ty Hurricane zone
<br />`J
<br />= N0 441fi7 Nam° S°' O W_ 20 UK GALVANIZED STEEL STORM PANEL ; s
<br />5ECI9N A 61* • - �`�` GLOf1At. PROTECTION PRODUCTS, U.C.
<br />N.i.S �,o'• ATE -t _ 111MIE1 C 0 tMe 4e06 S.W. 61 st1wAT
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<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET
<br />FOR WOOD SEE SECTIONS ON SHEET 12
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<br />l �:r •r. p,r. : f 1 f AIAX _--1NNCHORS: MR CONCRETE SEE SCHEDULE ON SHEET 9__„-��_
<br />FOR WOOD SEE SECTIONS ON SHEET 12
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<br />SLEET 1) cwleeETE ON FCTK1pj•' '•-^''^
<br />- REDW¢8ED aY1CK SCALE 3/32--1
<br />DIRECT AND WA6 MRUNTINGUING
<br />INSTALI ON
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<br />WALE 3/6-1- WALE.i,.,..
<br />NO COlA91_N_ATI_ OF SEN'TION4
<br />E.O.. EDGE DISTANCEEM
<br />(SEE SCHEDULE ON TOP & BOTTOM MO1JNnNGS CAN BE
<br />SHEET 9) COMBINED IN ANY WAY TO SUET ANY
<br />INSTALLATION.
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