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<br />PRODUCT F.V,ALUATION REPORT• NEl 20.Oj28 01 2
<br />PRODUCT EV ALVATION REPOR•4' No. 20.8720.o1 3
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<br />T1LLiT TESTING S ENGINEERING COMPANY
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<br />2 2. TES REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />8 MATERIAL CHARACTERISTIC$AND S6PECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />- -- — - - - -_ -
<br />WATTh'R A. TILLrr, IRS, P.E. tilte�aO1.CDTD
<br />eLPE.Lk=oa No,"W,
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />1'•` 9
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E. D. , drawing
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<br />WAi.TViA. TILLrr, :(a., r.E. tilteco@aol.com
<br />PRODUCT EVALUATION REPORT M.P.. Pl
<br />FL C.A L!__ No. Nw. 19
<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 />fL iaLk NNo 61G4
<br />Testing, inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />Tensile test report No. 9CM-197 by OC 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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />L3. 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 />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 />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 PMtaellon Products. LLC
<br />MANUFACTURER: Global Protection Products"
<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 />4B0o S.W. 51 Street
<br />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />wood frame structures.
<br />Davis. Florida 33314
<br />dated 11/03108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davis, Fiodda33314
<br />1. PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Evaluation Report Issued by Walter A. Tillit, P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />6) to the
<br />(D # 1908) to the Global Protection Products, LLC, Rule Chapter No.
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<br />1„1,i,,„+„�
<br />++`My
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I of the Florida Department of Business and
<br />4, WIND LOADS RESISTANCE:
<br />a``"`� A T1( sr
<br />A.N
<br />61G20-3, Method I of the Florida Department of Business and
<br />Professional Regulation.
<br />20 Gage Galvanized Steer Storm Panel has been verified to sustain wind
<br />a`I ,, ••II
<br />r.,� ,. .,
<br />; %,fie EA , '•. , s
<br />Professional Regulation.
<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 />a ^ ^ 44167 -
<br />S_
<br />This product is being Issued an Evaluation Report as described herein, and has
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<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />�"___;" �#~' =
<br />- E 7->, r * =
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
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<br />Florida Building Coda, and to verify that the product Is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 'IQ, 11,
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<br />y -
<br />%.a2�?.e�-• STATE OF ��c r
<br />Florida Building 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 26 and 26 of 26, of Product Evaluation Document (P.E.b.),
<br />drawing No. 20.176.
<br />- 1
<br />, •.• IORIU �
<br />at least equivalent to that required b
<br />eq q y the Cade.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />yafi ,,.� a'P
<br />�''"N 0Npt rCe;���
<br />"'n+NutI11110
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its Hmitations and conditions
<br />5. INSTALLATION:
<br />a Building Code change that may affect its limitations and conditions
<br />9 n9 Y
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED"
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D:4 TI TECO ADMON RECORDS \ P. E. REPORT-201GLOB AL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2. EVIDENCE SUBMITTED:
<br />2.1 PRODUCT EVALUATIONDOCUMENT (P,E�D.t:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELI DRWG# 20-T76 V REPORT 020,0728.01
<br />Drawing No. 2titled GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />21. PRODUCT EVALUATION DOCUMENT IDL
<br />sheets 1 thru 266 oof
<br />f 2 26 prepared by 7itteco, Inc.; signed and sealed by Walter A.
<br />(P,E.D.), drawing No. 20-176.
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />Tillit, Jr., P. E.; dated 07/2812020. This drawing Is an integral part %1 UIs
<br />%W41111111j"��
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Evaluation Report, \* ,IT `)Ifol" y
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<br />a"'" A T1 '��
<br />Tillit, Jr., P.E.; defect 07/27/2420. This drawing is an into + + is
<br />Evaluation
<br />yaP LICENSE . Nr�
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<br />Report.
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<br />6355 N.W. 36tb Street, Suite 305, Miami, Florida 33166 - Phan: (305) 871-1530 - P'91is/ $9 5 1
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<br />1T355 N.W. 36th Street Suite 305, Miami, Florida 33166 - Phone: (305) 871- iQi61�Ef#46( %�841-1531
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<br />a1ENEPAL NOTM, EI IN CASE THAT FAI ISr STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL -�� ANCHORSSHALL BE TO REACH THE Wt11 STRUCTURE BEHIND S1R71 PANELS.
<br />SNONM qV % PRODUCT EVAWifON DOCtINENf (P.EO.) HAS III VERIFIED FOR COMPLIANCE IN ANCHORAGE 5 S MENTIONED IN 8.1) AND IN 8.2
<br />ACCORDANCE WITH THE 2020 (TIN FOUXUMU) DF TE rl%i BIJWDING CODE (C) IO f1tISr17O Ilrxw (MNLSpECBTC CAMa4TY. C O55 MIHN. L;
<br />DESIGN "O LOADS SHALL 13E DETERMINED AS PER SECTION 18200E THE ABOVE MENTIONED CODE. - 1/4-e TAPCON ANCHORS. AS IAMKWACNRED BY I.Z.W. BUWDIX. INC.
<br />FOR A WIND SPEED AS REIXRRED BY THE JURISDICTION YM€!E THESE SHUTTERS WILL BE INSTALLED AND - t14-10 PANFUMTE FEMALE ID AND PANELMAT€ PLUS ANCHORS. AS MANUFACTURED BY ELCO C&MIKGDON PRODUCTS.
<br />FOR A DNRCTKRNAUTV FACTOR K4-0.85. LM40 ASCE 7-15 AND SHALL NOT EXCEED THE MAXIMUM (AS.M) - 1/4•I LAG SCREWS PER N.D.S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SWEETS 7 THRU 12. 14. 15. 10. 19 & 2D. - 1/16•0 . 5/6' WOOD BUSHING. AS DISTRIBUTED BY ALL FONT SCREW, BOLT & SPECIALTY CO.
<br />IN ORDER TO VERIFY THE ABOVE COMO". ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C.I) MINIMUM THREADED POCTRATION 44M WOW OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2- FOR ELCO PAWUMATE PLUS
<br />SHALL BE FIRST REDUCED TO AS.O. DESIGN W040 LOADS BY MULTIPLYING THEM BY DO N ORDER TO AND PANELMALE FEMALE O.
<br />COMPARE THESE W MAX. AS. DESIGN RATINGS 7 THRU i 14 1 I6 T & O.
<br />p PRESSUTE INDICATED ON SHEETS 2. s, 4 T
<br />C.2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL TE 1 1/2- NO THREADED
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS 1ES1Eb WERE NOT OVER STRESSED: A 331E INCREASE N ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART pc THE REODaEO THREADED PENETRATION.
<br />STRESS FOR WIND LOADS WAS BIM USED IN THEP ANALYSIS. FASTENERS SPACING TO WODD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH NO.S. 2018. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PA/B,1'S ADEOLIACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VENTED IN ACCORDANCE WITH SEC" 1625 OF
<br />THE NICK MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING INC. REPORTS 98-$W. 48-5-70 0 96-T30 AND C.4) MAXIMUM PENETRATION OF WOW BUSHING S94 L BE 5/8•, 1/4" 0-20 SCREWS USED SHAD. BE 1 1/2- LONG M NWM
<br />FENESTRATION TESTING LAB- INC.. REPORTS f2O32 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
<br />AS WELL ST STAHDAROS. ADIVIII LEST NAB OF SOUiHH FFLORIDAREPOT [0219.01 -Oa. AS PER TAS 2Q1, TAS 203 Ak0
<br />TAS 203 C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BARDS BE FOUND ON THE EXISTING
<br />WAIL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />2. ALL ALUMINUM EXTRUSIONS TO BL 6053-16 ALLOY AND TOPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2. AACHlp?AE SHALL BE AS MENTIONED IN CA). C.2) a C.4)
<br />3. AL ALUMINUM SHEET META USED AT CLOSURES SHALL RAVE 3105-1114 ALLOY.
<br />(D) ANCHORS STALL CE WSTALED :O.LOWIHQ ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S NFHUFACTURER.
<br />4. ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-S" GRADE W U"MUM, G-60 8. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />GALVANIZED STEEL DESTGNATON W/FY- 58.5 W (AFTER ROLLED).
<br />THROUG44 5) EXCEPT THAT HEADERS (Z & 0 SHALL NOT BE USED.
<br />5- ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A@ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. ITSH SHALL BE THE RESPONSIeUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE VIEW SNUFFER IS TO BE
<br />ID ON 50018 W/ 50 Noi YIELD STRENGTH A90 Mai TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA SUWIXMG CODE
<br />ATTACHED TO INSURE PROPER ANCHORAGE. 745 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR MOOD FRAME
<br />SECTION 2411.3.3.4, BUILDING&
<br />6, BOLTS TO BE ASTM A-301 GAVµlYEO STEEL OR N51 304 SERIES STAINLESS STEEL. WITH 36 Mai WWMUM YIELD
<br />STRENGTH. 10. EACH REGULAR STOW PANEL WITH LENGTHS OVER 6'-8 THROUGH 12'-4', AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNATIVES Be
<br />9W & IOW ON SHEETS 5. 6 & 12 RESPECTIVELY: 9MNL HAVE A LEGIBLE AND READILY VISIBLE MARKING WSTRLKING OWWR 0R
<br />7 ANC14ORS TO WALL SHALL BE AS FOLLOWS'. TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEXENT WRAC PERIODS OF HURRICANE WARNING.
<br />(A) TO EwBTNVG POURED ComenFri, It THE INSTALLATION CONTRACTOR 5 TO SEAL/CAULK AL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUAJ • INC. (Min. fc-3192 P.I.i.) TIC BUILDING TO PREVENT WIND/RAIN IRRU90N.
<br />- 1/4' a a 7/8' C"-INSE ANCHORS, AS MANUFACTURED BY OETWLT HNC: (MIN P.I.
<br />T 12 STORM PANEL INSTALLATION SHILL COMPLY WTFN SPECS B4OCATED IN THIS DRAWING PLUS ANY BUILDING µQ ZONING REOULATONS
<br />- 1/i., s 3/4• SOLI, -SET ANCHORS. AS QSTMBUTEO BY AL POINT SCREW: BOLT &SPECIALTY CO.
<br />LT & S
<br />(Mi., Yc-31M30 p-4i.) PROVIDED BY THE JURSOCTION WHERE PERMIT 5 APPLIED TO.
<br />- t14-I0 PAIELMATE FEMALE D & PAHFLWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOVCTS 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATIONN
<br />(Mfc-3350 P..A.) FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- 1/4•I CF TM -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (for3600 P..J.)
<br />WBASEDCONTRACTOR FOR THETT1ON ALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />PURCHASE ANDCOONDITIONS
<br />A. 1) MNIEMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR PµELMATE FEMALE ONTHIS PEE. _ PROVIDED HE/SHE DOES HORESPONSIBLE
<br />MMM DEVIATE FROM THE C. DETAILED ON T. 5 DOCUMENT,
<br />0 AND PANEMATE PLUS AND 1 1/4' FOR CF TAP -MP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIMOY,
<br />A2) CAX-N & SOUD-SE ANCHORS SHALL 0E EMBEDDED 7/8' INTO THE POURED COCREIE. NO EMBLCME'tT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL aE CONSIDERED INYAIO IF MOORED.
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG W41MUM SHOULD STUCCO EAST.
<br />TO 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROJECTS SAIL BE PREPARED In A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />SUIT WITH WING NUTS. ENGINEER OF RECORD (E-OR.) FOR ME PROJECT AND WHO WALL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.E.O- OF RFSO2D. ACTING AS A DELEGATED ENGINEER M THE
<br />A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE P.E.O ENGINEER. SHALL S1RM8T TO THIS LATTER THE STE SPECIFIC DRAWIWS FOR REVIEW.
<br />EXISTING WALL OR FLOUR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN ALL) AND IN A2). W THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PRDFESSgNAI
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(B) T�alanAlr MM OtYt ALA CT, -TO;
<br />- 1/4` F TAPCON ACHpRs AS MANUFACTURED BY 1. T. W. OWDEL INC. IC SMUTFER MANUUFACTURER'S LNEIR SHILL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' a s 7/8' CALK -IN ANCHORS,AS MANUFACTURED BY pEWILt INC- (OVAL. fc-?SOD PSI.).) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL
<br />PLACED FDA EVENT OPENING. IABEUNG TO COMPLY WITH SECTION t789.95 OF THE
<br />IBUILDING
<br />__1
<br />x 3/4' SOJD-SET ANCHORS, AS DSSRT&M BY AL POW SCREW. BOLT & SPECIALTY CO. FLORIDA
<br />(". f-1800 v a., )
<br />- 014-10 PANELMATE FEMALE O AND PADELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONStRUCON THIS SILL ONLY BE USED TO
<br />N PERM(AWING
<br />PRODUCTS (MIN. VC-2G7T PIA.) 0UH,N,M OBTAIN PERMITS IN THE STATE OD FLpRID,A
<br />- I/4' A TAP -GRIP ANCFTpR*, AS MAIiUFKTUR® BY TRV-FAST CORPORATION '- A:.Tr r
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<br />' FLONIDA BUILDING CODE HI h Yslocl NuMcanto Zone
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<br />B7) MINNVM EMBEDMENT Of TAPCON ANCHORS. ELCO PANELM4TE5 AND iS TM -GRIP ANCHOR. INTO THE ,: 1AC
<br />BLOCK UNIT SHALL BE 1 1/4•. ,g : ' •..• Pawl MITI Wc. 20 GAGE GALVANIZED STEEL STORM PANEL `R.
<br />8.2) CALK -IN & SOLID -SET ANCHORS SHALL BL EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO NO. 4 167 - Wwr err.
<br />INTO STUCCO SHALL BE PERMITTED. 1/4. 4-20 SCREWS USED SWILL BE 1 1/2- LONG MNNUM SHOU - _s--. M/3alNwP
<br />.M L PROTECTION PR�OOtK;TS, LLC.
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<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COM O NED IN ANY WAY TO SUIT ANY
<br />S.
<br />INSTALLATION.
<br />COMPONENTS FOR REGULAR � LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1')
<br />-15.198' rrOalk WIDTH? ______ -__..____ -.._.._.-.- -. - -.-, .-19.IW CTOTA WIDTH)-.. _.. __.__.. _.-.
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<br />(N.T.S)
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<br />9EwMD TwLK
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<br />INSTALLATION. Sf%4L 3/l4.t'
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<br />ED-f; MW. LURK W r. �:' ir.
<br />�GaICWER .__.
<br />VACEA
<br />(>a 9areoAL 1 1 2' Min. CCNVCREtE BLOC(( / � E TTAWIr : WOTo ".1YCo. WC Pa..
<br />aN WELT . e D 3t MPS. REouRED. ! 11MNIry H1Owr. E 44167 ': = 20 GAGE GALVANIZED STEEL 5TgtY PANEL DeWr er.
<br />4 SECTION X-X 3 C
<br />I* B; �J �� ��/�
<br />SORE 3/6-1- q, 5 TEOff- -, -� -� GLOBAL PROTECTION PRODUCTS, U.C.
<br />DETAIL EQR SMERS ItI99111IRM Al me OR 9 E-- r �i �% INc. -
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<br />v A WLI1T A., PAL - -lAEEt s a »
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<br />PRODUCT V 1. 'An=AUDRT NO. 2204717.82 2
<br />22 TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-90 standard as
<br />r section
<br />per o 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 />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. I123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as
<br />per QC Metallurgical Report No. IOKMA318, 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 Tlltsoo,
<br />Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESIS-TAAANCE;
<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 be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as 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 />c _1 = - \1GENSF i
<br />= ter. 67
<br />? �5 * '*
<br />i , S-d0; STATE OF •moo r
<br />4, �,T•'•. FC0R11) ``.,.� , , , r
<br />PRODII(:T EVALUATION 10. 28-.M27A2 3
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing
<br />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 />S. MATERIAL Ci•LARACTERISTICS 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 />rx J1814iolM011• =
<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 byTifteco. Inc. and signed and sealed by Wafter A. T11111, Jr., P.E_
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code:
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. THHt, Jr., P.E. (Florida License
<br />No. 44167), President of Tiftece, Inc. (Florida CA-0006719).
<br />\ 4*..-''�CENs� .!�%
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<br />D:AT LTECO ADMON RECORDS k P. E. REPORT.20 t GL@6AL PkO4�,GtN P�`tl0.t7CT6, LL-4
<br />GALVANIZED STEELSTORM PANEL\DRWG#2D-175k REPORT#209727.Q�V,C•. ORIt)
<br />'+' ,,.'ONALE_.1,
<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, 6W/11 & 7W/11
<br />3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SNEEM 8 & 9 3- tux-
<br />-1* � �,._..__ __.-__ FOR W� SEE SECTIONS ON SHEETS 10 & IT -7 I MN.'"
<br />/� O O O e
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<br />UNBOLTED PANELS I.-.? / /
<br />(SEE SECTIONS I T WIN M.S. BOLT . 7/8- : 3/32' _+
<br />I ( 11tMNCND1Ti O FA OVERIM
<br />APPLICABLE) r' 1 I i I tSEE SECTIONS AS APPLICABLE) ' i
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<br />1W/10, 2W/10. 3W/10, 4W/10, 6/5
<br />5W/10, GW/11 & 7W/11
<br />.. ANCHORS: FOR CONCRETE SEE SCHEDULE ON S4MIS 6 & 9 _---.-_ --___ .__ FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 _- -. ____.. -
<br />REGULAR STORM PANELS nI & & ELEVATION
<br />N.T.S.
<br />2.6Y 1/4' MPK. GAP
<br />(MSC OERI .1 MHoLE WLI£YJ I'll
<br />`:-
<br />1/4' i •,LIMN,\--/ J
<br />MAX. OAP 4�•trt;�, ill. „ j
<br />. •
<br />--� a♦� EN ` ✓,D FLORIDA BUILDING CODE (High Ye(oe Hu cone Zone)
<br />Ill
<br />;' am °moo' W. 20 GAGE GALVANIZED STEEL STOW PANEL FP'
<br />No 44i67 • * : owm f..
<br />SECTION A -AI *? * ' =S GWBAL PROTECTION PRODUCTS, LLC. 0f/
<br />N.T.S. q ATE •4a( F- -'r,�M INC.
<br />.p +coo a.. a, mQT
<br />O,E ., ORI IP. Ia a w to KMWn Tree w air PNac, a6I D"E n iT3 4 20-178
<br />,�j, • WALL ow __ moe- o"D m_tAH m1iqti 7� Taw. n c (nlpsl-WroT o rM c NW
<br />'-M N 1'• T h HML7@I A IM .I.. PAL IT' R WM 3 6r YW
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<br />INSTALLATION
<br />INTO EXISTING POURED
<br />DEIAILS FOR REGULAR PANELS
<br />CONCRETE OR CONCRETE
<br />R) & dA
<br />BLOCK STRUCTURES
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9
<br />PQOgEp
<br />-OR 2.20IEI BIDCK
<br />pgVREp
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<br />_-___ _ _ _.. _._ .._-.-.
<br />FOR WOOD SEE SECTIONS ON SEE? 12
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