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<br />PRODUCT EVALUAI'LOlAI. SIx'1' NU. t0-0718A1 2
<br />PHODUC'T W:VA1 UAXUWA nay' NQ- 2a.9TIN-01 3
<br />IZ ILECO INc-
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2.-TEST REPORTS:
<br />S. MATERIAL CHARACTERISTICS AND_ SPECIFICATIONS:
<br />---- - ---
<br />wnr.TRR A. TILLtT, M, F.E. ult�w)-c(Tn
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />"'..e, LWapu. �a J41Ar
<br />201, 203 as r section 1626 of the Florida Building Code. Uniform static loads
<br />per 9
<br />sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E. D.), drawing
<br />nCr L1co Ml.NKN-12
<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 />Testing, Inc., Reports # 96-569 dated 08109/1996, #98-570 dated 0911811996.
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No-
<br />7._ LIMITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0720.01
<br />0219.01-09, dated March 4, 2009, signed and seated 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 />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC 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 CATEGORY: Shu tare
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by 711teco, Inc. and signed and sealed by Welter A. Tillit, Jr., P.E.
<br />PRODUCT SUBCATEGORY: Storrs Panels
<br />2.&- TRUCTURAL ENGINEERING CALCULATION,$;
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES 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 />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 />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc.,
<br />woad frame structures
<br />Davie, Ro6da33314
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1. PURPOSE OF EVALUATIQN;
<br />3. MISSILE IMPACT RESISTANCE•
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. T1111% Jr., 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 Tilt000, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />IAINI11110111,
<br />01020-3, Method I of the Florida Department of Business and
<br />Profssstonai Regutetbn.
<br />4 _WIND LOADS RESISTANCE:
<br />�."`'EPA•TIC4;%g', r
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum length be Indicated 8, 10, 15,
<br />r* P� ,i
<br />may.. VCENSF ' ;�
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. panel shall as on sheets 14,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />< <-- =-?�,,_ . _ 44167 g_
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florist Building Code, and to verity that the product Is for the purpose intended
<br />20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />--- r T * ---'* ' i4
<br />IO
<br />et least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 20, of Product Evaluation Document (P.E.D.),
<br />_ ,� - ". STATE OF r�
<br />'} '��'
<br />drawing No. 20.178.
<br />% G,c:1p R1-4 •
<br />'A'N,
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5. INSTALLATION:
<br />S/ONA� r ,I"%
<br />N11Non1UA71L'`
<br />a Building Code change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED•
<br />2.1. PRODUCT EVALUATION DOC_UMENT(RE�DJ:
<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 />DA1 TTIILLTECO ADMON RECORDS I P. E. RBPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC H 20 GAGE
<br />GALVANIZED STEEL STORM PANED ORWO# 20-1 76 1 REPORT920-0728.01
<br />Drawing No. 20-176, tided A20 GAGE GALVANIZED STEEL STORM PANEL11,
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Tillit, Jr-, P.E.; dated 07/28/2020. This drawing is an integral part 41�Is
<br />Lr,nllNnlI,FFA
<br />Evaluation Report,
<br />A:.T��4 V,
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<br />No. 44167
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - , S31
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<br />GENERALRAi NOTES:
<br />8.3) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS R FOUND ON THE
<br />ON- FOR canLAN"EAsi1NG
<br />wAu. ANCHHORS SHIALL BE LOAD INOLIaH 10 REACH THE MAIN SIRICTIRE BEHIND SUCH PANELS.
<br />I STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P E.D.) COTS BEEN VERIFIED rOR COMPLIANCE IN
<br />ANCHORAGE SHALL BE AS ME)MONO IN S.1) AND IN 8.2),
<br />ACCORDANCE WITH THE 2020 (7M EDITION) OF T14E FLORIDA BUILDING CODE
<br />(C) )1?-fa(L.A= IMI . •PEQEEK Qs&A • G ,. 0.55 MN.:
<br />OfStON WIND LOADS 9HHALL R DETERMINED AS PER SECTION 16700E THE ABOVE L1E'1r10//ED CODE,
<br />- 1/4'• TAPCON ANCHORS. AS MANUFACTURED BY I,T W. BUADOI. ANC.
<br />MR A WIND SMO AS REOUINED BY THE JURISDICTION WHERE THEM SHUTTERS WILL BE INSTALLED AND
<br />- 014-10 PANEl1MTE FEMALE D AND PANELWTE PLUS AN04M. AS MANUFACTURED BY F1CO CONSTRUCTON PIIODICIS,
<br />FOR A owcnowrr' FACTOR KC-O.aS. USING ASCE 7-16 AND S/WL NOT EXCEED THE MAXIMUM (A.S 0 )
<br />I 4 r HAG SCREWS PER N D.S.
<br />- / '
<br />DESIGN PRESSURE RATINGS INDICAED ON SHEETS 7 THRU 12. 14. 15, 16, 19 A 70.
<br />- 7/16Y . 5/9' WOOD OUSHNO. AS DISTRIBUTED BY ALL PORT SCREW, BOLT A SPECIALTY CO,.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. URINATE DEEM WIND LOADS DETERMINED PER ASCE 7-1e
<br />C.f) MINIMUM THREADED PENETRATION INTO W000 Of TAPCON ANCHORS SHILL 1 1/2" AND 2' FOR ELCO PANELMATC Ptus
<br />SMALL BE FAST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY CA IN ORDER TO
<br />FFAW.E ,D.DICATED
<br />COMPARE THE% W/ MAN. (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 IMU 12. 14. 15. 15. 19 A 20.
<br />IN ORDER TO YEIUfY THAT ANCHORS ON THIS PE.O. AS TESTED WERE NDI ONSTRESSED, A 3OVERI INCREASE IN ALLOWABLE
<br />C.2) MPOMUM THREADED PENETRATION Or LAG SCREW. INTO THE WOOD FRAME UNIT SNAIL n 1 1/2-. No TIRFAOED
<br />PENETRATION NTO STUCCO SHALL BE CONSIDERED A5 PAT of THE RELIAIED THREADED PE7KTMTION.
<br />STRESS FOR WIND LOADS WAS NM USED IN THEN ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WIN N.D.S 2018.
<br />C.3) IMMUM DOE DISTANCE Of LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PA4FL•S ADEQUACY FOR IMPACT TWO ONO RESISTANCE K45 BEEN VEMMD IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOW MEITIONM CODE AS PER HURRICANE EW INEERNNG A TESTING INC. REPORTS 96-m9. 96-570 • 96-T30 AND
<br />C.4) MRAMW PENETRATION Of WOOD RUSHEE SMALL BE 5/6' I /
<br />/4' r-20 SCREWS USED SHWl R 1 1 2' LONE MINIMUM
<br />rMSTRATION TESTING LAB NC.. REPORTS 12032 • 02126 . AS PROTOCOLS TAS--201, TAS-202 AND TAS-203.
<br />smoLAD STUCCO EX4T, AND 1' MIM•WY FOR WALLS WITH NO STUCCO.
<br />AS WELL AS STNDAAAOARpS. RNCAN WEST LAD a SOUTH FLORIDA REPORT 00219.01 -09, A3 PER TAS 201, US 202 AND
<br />TAS i0J ST
<br />C 5) NN CASE THAT PRECAST STOP. OR PRECAST ODNCRETC PANELS. STUCCO OR HOOD BOARDS BE FOUND ON THE Mstoc
<br />2 ALL AMNNUM EKTRUSIONS TO SE 60e3-T6 ALLOY ANTI TEMPER (UNLESS OTHERWKE NOTED). SEE SHEET 2
<br />WALL. ANCHORS SMALL BE LONG ENOUGH lO REACH THE WAN STRICTURE BLAND SUCH PANELS.
<br />ANCHORAGE SNARL R AS MENTIONED IN C 1). C 2) • CA)
<br />3 ALL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-814 ALLOY
<br />(D) ANCHORS SHALL K INSTALLED fO11.01IIHG ALL O THE RECOM11fNOATIONS AND $PEGFIOATMONS OF THE ANCHOR'S MANUFACTURER
<br />4 ALL SE0. SHEET METAL PAWLS SHOAL HAVE STAl1CTU IM QUALM STEEL. ASTM A-6s3 CRADV 50 MINIMUM. G-60
<br />GALVANIZED STEEL DESIGNATION w/FY- Se.5 KW (AFTER ROLL O)_
<br />e. PANELS MAY ALSO BE INSTANIEO HORIZONTALLY FOLLOWING NSIALIATeN DETAILS W40M ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THROUGH 6) EXCEPT THAT HEADERS ® • CD SMALL NOT SE USED.
<br />5 ALL SCREWS TO K STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />DIN O w/ 50 KIN YIELD STRENGTH AND m MH TENSILE STRENGTH A SHALL COMPLY W/ FLORIDA BURDNC CODE
<br />9. II SMALL IN ME RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Of ONE STRUCTURE WHERE SHUTTER IS TO K
<br />SECTION 411.3.3A.
<br />2
<br />ATTACHED TO INSURE PROPER ANCHHORAGE. THIS SHUTTER SMALL ONLY OF: ATTACHED TO CONCRETE. BLOCK OR W000 FRAME
<br />BUILDINGS.
<br />6 DOLTS TO W ASTM A-307 GALVANIZED STEEL OR AISI 3D4 SER4S S7AJNI STEEL, WITH M Ysi MINIMUM YIELD
<br />STRENGTH.
<br />10. EACH REGULAR STORM PANEL RTH LENGTHS WEAL a•-8 THROUGH 12'-4•. AS PER SECTIONS 6, 6. 9 • 10 AND ALTANATNES &I
<br />] NMJCRS TO WALL SHALL BE AS FOLIU■S.
<br />90 A IOW ON SHEETS 5AT , 6 a 12 RESPECTNELY; SL NAVE A LEGIBLE AND READILY COSINE RelftiNc OWRUCTNG OWNER OR
<br />TENTO SECURE PANELS HLWTN APPLICABLE REWORCOONT DORM PERM OF MNRRICANE WAMK
<br />(A) TO... -
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL MHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- 1/4•0 TAPCON ANCHORS AS MAINIACTURED BY I.T.W SUI DLX. INC. (Mtn rc 3192 P_..i.)
<br />THE BANDING TO PREVENT WIND/RAIN INTRUSION
<br />- 1/4. 4 . 7/0' CAN-N HORS, ANCAS MARJFAOURED BY OMALT INC. (MIN. rc-3000 p.N.;.)
<br />- 1/4-0 . 3/4- SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. DOLT • SPECMLTY CO
<br />12 STORM PANEL INSTA'1ATON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IEDULATIONS
<br />(MST. rc-3000 P.N,)
<br />PROVDED BY THE JURCIION WHERE PERM" IS APPLIED TO.
<br />SDI
<br />- /14-10 PNNELAAE FEMALE O A PAREMAIE PLUS ANCHORS, AS MAMRACTURED BY ELCO CONSTRUCTION PRODUCTS-
<br />(CON- rc-3330 V..;.)
<br />13 (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ECNEER IS GENERIC AND DOES NOT PRID40E INFORMATION
<br />- I/4'0 CF TM -GRIP ANCHORS. AS MANUFACTURED BY IRV-FAST CORPORATION W -36170 P.i )
<br />FOR A SITE SPECNIC PROJECT: I... WHERE TIC SITE CONDITIONS DEVIATE FROM THE P.E.D
<br />(W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND N6TALLATON INCLUDING, LIFE SAFETY Of THIS PRODUCT
<br />A 1) MNIMUM EMBEDMENT OF TAPCON ANCHORS NATO POURED CONCRETE SMALL BE 1 3/4-: 2• FOR PANELMATE FEMALE
<br />BASED ON TNS P.ED. PROVIDED W/SW DOES NOT DEVIATE FROM THE CONORIONS OETAILEv ON THIS DOCUMENT
<br />D AMC PMEMALTE PLUS AND I I/4- FOR CF TM -GRIP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOLM,
<br />A2) CALX-IN • SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6- MID IKE POURED CONCRETE NO EMBEDMENT INTO
<br />W THIS PRODUCT EVALLAnON DOCUIEHT WILL 9E CONSIDERED INVALID IF MODIFIED.
<br />STUCCO SMALL BE PERMTTm. 1/4• 0-20 SCREWS USED SMALL BE I 1/2" LONG MINIMUM SHOULD STUCCO EXIST,
<br />NO I" MNORUM FOR WALLS WITH NO STUCCO. AND %MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED IN A FLORIDA REGETEREV ENAMEER OR ARCHITECT WHICH WILL BECOME THE
<br />MR WITH WING NUTS.
<br />ENGINES OF RECORD (E O.N.) FOR THE PROJECT Alp WHO WILL K RESPONSIVE FOR THE
<br />PROPERUSE Of THE P.E D EO OF RECORD. ACTING AS A OEUGATENGINEER TO THE
<br />ANE 3) N CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS LS PAVE. STUCCO OR WOOD DOARDS SE fOUND ONTHE
<br />PEA ENGINEER. SMALL SUBMIT TO THIS LATTER THE SITE SPECK ORAYIINGS FOR REVIEW.
<br />EESTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ACHORAGE SMALL BE AS MENTIONED IN AI) AND N A.2).
<br />I.) THIS P.L.D. SHALL BEAR rW DATE AND ORDNAL SEA AM SICHATLRE OF THE PRMSSPDkk
<br />ENGINEER OF RECORD THAT PREPARED IT.
<br />(B) 10 EZ5!r; C±VrAPCON YAUfAC1URED HkTS P, cY1c COAL A___ C-
<br />- 1/4' ANCHORS A$ Br I T. w MALMI, ANC.
<br />14. SHUTTER MANUFACTURCR'S LASMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />BEL
<br />- 1/4' r . 718' CALK -A ANCHORS, AS MANUFACTURED BY DEMALT INC. (MIN, t'c-150D p.ai.)
<br />PANEL SHUTTER IN ACCOROANCT WITH SECTION 17009.3 Of FL01-oA BUILOMND CODE. ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION IM9.9-2 OF THE
<br />- 1/4'0 X 3/4' SOLO -SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, Sal A SPECW.TY CO
<br />FLORIDA BUILDING CODE
<br />(LAIN. rc-1600 P...1.)
<br />- t14-10 PAELAAIAE FEMALE D AND PA(LUATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />THIS DRAWING $HAIL DRAY BC VBED TO
<br />PRODUCTS (MN. 1.4-2071 p..J I A011011111 OBTAIN PERMITS IN THE STATE 1K fL,ORIDA
<br />- 1/4- P OF TAP -GAP ANCHORS. AS MANUFACtUWD BY TAU -FAST CORPORATION "A ER T/
<br />•••.��/l
<br />8.1) MINIMUM EMBEDMENT a TAPCON ANCHORS, ELCO PANELATES AND CIF TAP -MP ANCHOR," ,,%C
<br />INTO IHET�_-
<br />FLORIDA BUILDING CODE NI h VelocityHurricane
<br />OLD" urn SMALL BE I 1/4'. "'I'
<br />: "'nip 111l•'a 20 CAGE GALVANIZED STEEL STORM PANEL D.;
<br />8.2) CALK -MN • SOLID -SST ANCHORS WALL BE EMBEDDED 7/8' INTO THE CONCRETE BLDCN LKwI. NON0. 4 167 T
<br />INTO SAND I MILL BE PFR WAU WITH
<br />0 S SCREWS USED SNAIL BE 1 7/2• LAND MINIMUM S,HO- �� LOBAL PROTECTION PRODUCTS, LLC• `TGEDS7, AND I' 41NWAM F011 WALLS WTN NO STUCCO. C7Ar n �. It
<br />IDITF1NG
<br />INSTALLATION DETAILS
<br />INTO EXISTING POURED
<br />FOR REGULAR PANELSni
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<br />FLORIDA BUILDING CODE (Mah
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<br />TILLiT TESTING & ENGINEERING COMPANY
<br />A A. TI[ r P.E.hll w LTER PRODUCT EVALUATION REPORT �I'G°6'
<br />1".. T, 14 No 44L67
<br />HLL.A. Liptak N.. }70671V
<br />REPORT Ill
<br />20-0727.02
<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 />GaDM Protection Products, LLC
<br />48DO S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3. Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being Issued 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 verify that 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 />Z1. PRODUCT EVALUAnON DOCUMENT (P.E D.l
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tiltece, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte$`ka1N,p F�FJ,his
<br />Evaluation Report. .�` ZEr ^'�C/'��.
<br />\r-� r ` ' - �4*t167r' S
<br />fi+►'' �?_, * _ ' *
<br />Ma_-,
<br />'. STATE OF .1� F
<br />3 �.e` f(ORtD`. %-4� �r
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1 ?h tp(3E+�a,89'rl-I531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-17
<br />__ is. 196•(TOM WVM)— ----- __-_ _ . .__ __..-_....-_.- -_ 13.106• ROTA WIDTH)-.. _. - I-...
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<br />/ 00' 12.5(FFFECTA4 WIDTH)-._- -.-----r
<br />s , (--I.XIO•--. , DO3e' Wl. INCH 1.350•- �..>}
<br />T. ��G.
<br />3�Op` AM A-663
<br />aa��/,,,', 1 ® ',250
<br />.1{57. 0.0.MNR[D 6 E N _,1� T-• 7� ' ) I * 2.657' -..�•0 OAV. 'X -/
<br />I.000' .24' '-.'!EMMED TYR \ ASTM A-o3 T.000' 2 / .! NOiAb -
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<br />` MM0 - ORADF m MseIM DETAIL 1J um OCT4 A-T '
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<br />____ `LL A 48.6
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<br />W/ iCA•[D CDCF. - 1 1.125'' - j.7S0'�-
<br />1 A-neir , : I / TO ANIXE • 70 Al1AE • 1
<br />/ to.00• I 19 t/Y ace 17 t/?' OG� /7 375•.093' I.S00' �7r-0IJ'00Y 3" 2.000' -__ I i2.125' 979�• .093• OENL 1 S-i OQK1_%'�.250• 2 1 5• 1t a3761 i f '112D'{ L774.i - ._ _i
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<br />ROUNDED CORNER a ENDS OF PANEL'S It
<br />END LIP W/ HEMMED EDGE. O 'h' HEADER l� 'U' HEADER 4O �II:E (9ANGLE WITH STUD
<br />(N.T.S) e�.L/�p�� ���rV
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<br />.463• © 'F' TRACK ANGLE ® 3/8" 'F' TRACK (D FLAT PLATED
<br />0..036' (on.) --.094• 1qq WITH STUD
<br />GALVANIZED SIM _, a
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<br />! "'1 »�`L 1e7s `PI.LTEDNICELNNT ' t�wi of rANA 4O' .$TOTES, ._.. •9ao 11U[c0..HL 20 GAGE GALVANIZED STEEL STORM
<br />9P I♦ : :
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<br />- 2.000' - --
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<br />SIR% a ,Etta RATED 9T=, .E 1WNJ•m VUNLI•AII 1wLtFX A tALR A. It
<br />INSTALLATION DETAILS FOR REGULAR PANEL.SC1 A C1-A ETD CLOSURES DETAtlS FOR INSTALLATION IN POKED OONCFEE.
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRETE SM OR WDM
<br />ae i4Mel1ME F1YyE a.UIE v.Y SFL. u VALID FOR REGULAR. UFE SAFELY AND E—Z HANG STORM PANE SYS-iE]t
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<br />OPE THICK ALUM TUBE OR I' F (SEE SCHEDULE ON I '- 0t -0 CASE F (PLAN)
<br />Der" STUCCO/ P.T. WOOD PLATE SPACER -.I' - SHEETS 8 k 9) KALE 3/tM1'
<br />• NEW I• WOE . VARIES . 1/6• / I 1 NOTE r'OR CDMONATION OF SECTIONS:
<br />_ N ALUM. TIME all I' . VAMES
<br />(- SPACER
<br />, ._p:m,UTt I TOP & BOTTOM MOUNTINCS CAN BE
<br />d -� N�% I COMBINED IN ANY WAY TO SUIT ANY CASE E (PWI)
<br />u ' • (%a se"Mu E OA �l / I INSTALLATION. 9CALE 3/16-1'
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<br />X6 SECTION X-X
<br />SCALE 3/6-1-
<br />DETAIL FOR SPACERS REQUIRED AT TOP OR
<br />BOTTOM TRACKS ADJACENT TO STUCCQ/WOOO BANDS
<br />I'RODElC7'KVAr.I7A77oN>L7t1,UILrrn 20-9727.Oj 2
<br />2.1 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 />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2000, signed and sealed by Edmundo
<br />Largaespads, 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. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC 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 />per QC Metallurgical Report No. I 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 CALCULATION&
<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 Tiitsoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESI3TANCE.
<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 (RE.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 />�E�AJIZ
<br />�✓�E''_N�CNF11
<br />��Na 167
<br />/ A F �
<br />9©A� FLORiDP .-' 114�: s
<br />S''.•.....• lolo
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<br />D.M..O' 3Q,©+Q
<br />@,T. ®+® -
<br />PRnniTCT gVeLT.UATLON $:,P.QBT NQ 2G-9TI7 02 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 No. 20.173. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />8. MATERIAUCFLARACTERIS13CS 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 CON fTiONS 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 Tilteco. Inc. and signed and sealed by Walter A. TiII@, 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. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tifteoo, Inc. (Florida CA-0006719).
<br />``r1`%ill P iA. TION
<br />- _ �' �GENSF'•' * v-
<br />s
<br />DATIL ECO ADMON RECORDS % P. E. REPORT.20 %GLOtlAL P40T QN PJtODOC'rS.L(.(ALI�BAOE
<br />GALVANIZED ST'EPI STORM PANEL 1DRWf'920.17b%REPORTW20-07Yl N�••.• OR1D \,
<br />�N�FSS'ON' Wpm11�* OLOo
<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, SW/11 A 7W/11
<br />_,_ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9 _ _ _.- -_. _� 3' NO_
<br />Von WOOD SEE SECTIONS OR SHEETS 10 A 11 I' MN.
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<br />(SEE SECTIONS AS 1 1 gs. M.S. ear W/ 7/8• , 3/32.
<br />OAGNUTS a FA. OVERM
<br />H I I (SEE SECTIONS AS APPUCABLE)
<br />APPiICAI 1
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<br />tW/10, 2W/10. 3W/10, 4W/10, 6/5
<br />5W/10. 6W/II A 7W/11 ANCHORS: -
<br />._-- FOR CONCRETE SEE SCHEDULE ON SHEETS a A 9 .__
<br />_---.___
<br />TO*WOOD SEE SECTIONS ON SHEETS 10 A 11 - .. .......
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<br />INSTALLATION DETAILS FOR REGULAR PANELS3 & 1a
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHw e _
<br />pgURCp CONCIET[ _ D CONCRET[ ppLRED COICRI[ ION WOOD SR SECTIONS ON Sw r 12 }- ,
<br />OR C6NCRErC BLOCK COMCR[TE 6LOOt O)L MMCIE7C ROCK :3- M.. 2.6Y
<br />6EO "RED 1p1IS : REOLNU AAC,10Ra Rf0MIAM ' ; I* Wn (MN WERM, -I WHOLE VMLM 4 6. RL sw% Wit I • W.
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<br />WALE 3/5-1• SCALE 3/a-1
<br />NOTE FOR COURINATION OF SECTIONS:
<br />E.D. - EDGE OWANCE
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