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<br />ZT LI ECO INC.
<br />7TLLIT TESTING 6 ENGINEERING COMPANY
<br />AT TT,Zt A. _
<br />W TTLLIT, TR, F.E.P.E, of cN 1n
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<br />PRODUCTyALUATION REM= No. 2B4M7'+Q Bl 2
<br />2 2.. TEST RePOR-TS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />2D1, 203 as per section 1826 of the Florida Building Code. Uniform static loads
<br />P$QDUA i'VALUATEOx REPORT NO. 20.9729AI 3
<br />6. MATERIAL CHARACTERiSTIC3A,ND SPECIFICATIONS:
<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 />/TILFECO INC.
<br />TILLIT TESTING C ltIRBIN![AINO OOMIPANY
<br />— -- —-
<br />- —
<br />WALIBRA. TILLIT,IR, PE tilteoo�ao).cotD
<br />PRODUCT EVALUATION REPORT P,P.F, �AANA 44L4T
<br />RLCA OW719
<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 />FLC.A. Lfa¢u W.W06119
<br />Testing, Inc., Reports # 96-689 dated 08/09/1998, #9e-570 dated 09/1811996,
<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 />REPORT NO.: 20-0727.02
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04118/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />REPORT NO.: 20-072111.01
<br />0219.01-09, dated March 4, 2000, 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 />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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />Prepared by lilteco, Inc. and signed and sealed by Water A. Till[, Jr„ P.E.
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />2.3 STR CTURAL 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 bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection Products. LLC
<br />MANUFACTURER:
<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 />48M S.W. 51 Street
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03108 and 03/12/f5, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />wood frame structures.
<br />Davie, Florida 33314
<br />Davis, Flodda33314
<br />1. PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. 71111 , 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 Tiiteco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System
<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 />P
<br />81 G20.3, Method 1 D of the Florida Department of Business and
<br />4, WIND LOADSRESISTANCE;,
<br />\al""""I"'I�''�t
<br />14t/ •``�t�t'..! �
<br />'64
<br />81 G20-S, Method 7D of the Florida Department of Business and
<br />Prohssional Regulation.
<br />Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum length boas Indicated 8, 10, 14, 15,
<br />$Q ' �1
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. panel shall on sheets
<br />16, 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />�� 44167 _
<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 />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 />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />�� _ +: �* : * =
<br />1 ,
<br />?! 'S TATE 0
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />of least equivalent to that required by the Code.
<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 />TT— ;s�� •, 10R44�,:'�
<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 />y�''asS�ONAt FNN�
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />s Building Code change that may eked its limitations and conditions
<br />5. INSTALLATION:
<br />ORfINInIIII III`
<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 />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D•ATILTECO ADMON RECORDS 1 P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC t 20 GAGE
<br />1
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.1:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANEL( ORM M20.17B l REPORT 92MT28,01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANELT`,
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />sheets 1 thru 26 of 26 prepared by' ilteco, Inc.; signed and sealed by Waiter A.
<br />(P.E.D.), drawling No. 20-176.
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />Tillit, Jr., P,E.; dated 07126/2020. This drawing Is an integral part Q� is
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />Evaluation Report, N4tTy
<br />s\,al(+IINNapN
<br />aacR A TI(L/p ,,
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inte +pp��r� 1 Is
<br />EvaluationReport. p A l!(�/,qa
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<br />l No.44t6T z
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<br />-44167
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<br />:��' •'r10RIDP 4,
<br />; STATE OF
<br />��. FLOR113 .�*� rF
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<br />:z�o� ftOR OF+c�
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1530 -Fart 'V °Y 991
<br />an,1,11111,,M\I\I+
<br />., �F ' •....,....•G�'A��4
<br />6355 N.W. 36th Street, Suite 305, Miami Florida 33166 - l3bone: (305) 871-1 ?lll�liatp(3i1(1 �89i-I531
<br />t
<br />� RHNbN1T1A t
<br />galls &-tit yf,.l•
<br />B.3) N USE THAT P'FECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR MOOD BONDS IK FOUND ON THE
<br />DUST" WALL, 44CHM SHALL BE LONG E/VO" TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS.
<br />1. STORM PANEL SHOWN/ oN THIS PRODLX,T tvALwtTDIN DOCtMDNT (PE.0) wts BEEN VERIFIED FOR COMPLIANCE INANCHORAGE
<br />SHALL M AS MENTIONED INSA) AM IN
<br />ACCORDANCE WITH THE 2020 (7N EONIION) a< THE rtORIUA BUMDNG CODE.
<br />(C) TO IDMUM MOOD SPECIFIC ar,n ORAAATY
<br />DESIGN WNW LORDS ALLRE M DE PER SECTION M THE ABRS MENTIONED CODE
<br />'UM
<br />- 1/4Y TAPCOV AlIG10RS, AS WNUFACTIMED BY I.T.W. BWDOL INC.
<br />- /14-10 PAtELMATE FEMALE IO AND PANELMATT PLUS ANCHORS. AS MANUFACTURED NT ELCO CONSTRUCTION PRODUCTS.
<br />S By IHEp JURISDICTION TH S 11tT BE INSTALLED ( S. D
<br />FOR 4 WINO SP® AS REOWEO B,' . U INGASC16 AN SHALL SHUNOY EX
<br />FACTINGS II 6. TM MW SMALL NOT ET9 IIA101N1N (AS.D.)
<br />FOR A OESSUREl
<br />_ 1/4.0 LAG SCREWS PER N.D.S.
<br />RA INDICATED N SH 7 & .
<br />DESIGN PRESSURE R11TN06 wdCATEO ON SHEET$ 7 iHRU 12, la, 75, 16, T9 • 20.
<br />_ 7/16'0 . S1r WOOD SUSIMO, AS DISIROUTEO BY ALL POW SCREW, BOLT R SPECIALTY W.
<br />N DOW TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN MOW LOADS DETERMINED PER ASOE 7-16
<br />SHALL BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY NULTTP'LYNG THEM B1' 0.0 14 ORDER TO
<br />CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2• FOR ELCO PAtELWTE PLUS
<br />COMPARE THESE W/ MAX, WS.o) OSKN PIW$5URE RATINGS INDICATED ON SHEETS 7 TRIM 12. 14, 15. 16, 19 At M
<br />M40 PANELMA E FEMALE W.
<br />C.2) MINIMUM THREADED PEMTRAT*k OF LAG SCREW. INTO THE WORD FRAME UNIT SHALL aE 1 1/2-. No THREADED
<br />94 ORDER TO VOWY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE 9I ALLOWABLE
<br />STRESS FOR WIND LOADS WAS UM USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN DETERMINED IN
<br />PENETRATION INTO STUCCO SHALL M CONSIDERED AS PART OF THE REQUIRED THRFAM PENERMTIOI.
<br />ACCORDANCE wuw NA.S 2ota.
<br />C.3) MINIMUM ECHO DISTANCE Or LAG SCREWS. INTO MOOD SHALL BE As INDICATED IN THIS DRWOW
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND MRISTAMM HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1620 OF
<br />TM ABOVE MQRIONED CODE AS PER HURRICANE ENGINEERING • IFSTRIC W. REFORM 96-569. f16-370 k 96-T30 AND
<br />P CA)N M9IIRNIMPENETRATION OF woW BUS" M 5/6'. I/4' 0-20 scReWS USED SHALL BE , I/2' LONG MW+NL IA
<br />D US" SNAIL
<br />FENESTRATION TESTING LAB. INC.. REFORM r2032 • 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-20].
<br />SHOULD STUCCO EXIST. NW FOR WALLS WITH1/ STUCCO.
<br />AS M3 ASW LEST 1.48 Of SOUTH FLORIDALREPORT f0219.01 -09, AS PER TAB 201, TAS 202 AND
<br />USIO20] STANDARDS.
<br />CS) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS 6E FOLAW ON THE EXISTING
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6063-TO ALLOY AVID TEMPER. NN ESS OTHERWISE NOTED). SEE SHEET 2.
<br />WALL. ANCHORS SRLALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BONW SUCH PANELS.
<br />ANCHORAGE %MILL BE As MENTIONED IN CA). C-2) ! CA)
<br />3. ALL ALUMNUM SHEET METAL USED At CLOSURES SHALL HAVE 310S-HI4 ALLOY.
<br />(0) ANCHORS SHALL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS MW SPECIFICATIONS OF THE ANCHOR'S MINIKACTIIRER
<br />I. ALL STEEL SHEET METAL PANELS SMALL HAVE (AFTERSTRUCTURALQUALITY ALNTY STEELASTM 653 GRADE SO MNIIMMIM. rr60
<br />GN.VM12EO STEEL DESIGNATION W/i'I. 55.3 bl (OFFER ROILED).
<br />6, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWINGNVALUTION DETAILS SHORN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />TH ROLCH 6) EXCEPT TENT READERS m • 0 SIN.L NOT BE USED.
<br />5. ALL SCWCMS TO M STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COAT@ CARBON STEEL AS PER
<br />W/ 30 IM YIELD STRENGTH AND fIO kd TENSILE SIRENOTH ! 8WLL COMPLY w/ FLORIDA BUILDING CODE
<br />9. IT SHALL BE THE 11' OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHEAL 'RIIITFR IS TO BE
<br />I
<br />SECTION
<br />[CON 2411.3.3.4.
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR MOOD FRAME
<br />BUILDINGS.
<br />6. SOUS TO M ASTM A-307 GALVANRED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 36 IW MINIMUM YIELD
<br />STRENGTH.
<br />10. EACH REGULAR SIGN PANEL WITH LENGTHS OVER W-B THROUGH 12'-1'. AS PER SECTION' 6, & 9 • 10 AND ALTERNATIVES ON.
<br />9W • ,OM ON SHEETS 3. • 12 RESPECTNFMI LY: SHALL KOK A LEGIBLE D READILY VISIBLE MARKING INSTRUCTING OWNER OR
<br />IT
<br />7 ANCHORS TO WALL SMALL BE AS FOLLOWS:
<br />t0 SECURE PANELS WITH APPUCAKE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />(A) ���
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL,/CA)" ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- t/1.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SIALDEX. NC. (Min. r.-3192 P.s.i.)
<br />THE BOLDING TO PREVENT WIND/RAN INTRUSION.
<br />- 1/4' 0 , 7/B• CUMf-N ANCHORS. AS MANUFACTURED DEPOIN INC. (AWN. r.-3000
<br />- 1(W.r . A CIAL)
<br />SOLO -SR 1NCHIDRS, IS 0141ROUfED BY ALL POINT SCREW. BOLT • SPECIALTY CO.
<br />12. STORM PANEL WSTAUAIION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGLAATIOS
<br />-30
<br />(YDn. r.-3oW P...L)
<br />PROVIDED BY THE JURISDICTION WOME PERMIT IS APPLIED TO.
<br />- i14-10 PAELMATE FEMALE 0 • PANELMATE PLUS AMMONS. AS MANUFACTURED BY RLCO CONSTRUCTION PROOUCM
<br />1'
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED NT THIS ENONEER IS GENERIC MIDI DOES NOT PROVIDE INFORMATION
<br />(MIN. c.3330 P.1)
<br />- t/4.0 tF TAR -COP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (F'c.3600 P.sJ.)
<br />JE
<br />FOR A SITE SPECIFIC PROCT: LS 4. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LD.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIE SAFETY OF THE PRODUCT
<br />At) MINIMUM EMBEDMENT O TAPCON ANCHORS INTO PMM CONCRETE SHALL SE 1 3/4': 2' FOR PANELMATE FEMALE
<br />BASED ON THIS PLO. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />ID AND PAMEMAL7E PLUS AND 1 1/4• FOR CF TAP -GRIP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESP'ONMNLIIY.
<br />A2) CAUL-N • SCUD -SET 04040AS SHALL BE EMBEDDED 7/5- ALTO THE POIAED CONCRETE. NO EMBEDMENT INTO
<br />(c) THIS PRODUCT EVALUATION DOCOMFM WILL BE CONSIDERED W04A IF MODIFIED.
<br />ST ICCO SMALL BE PFRMXMED 1/4' 0-20 SCE USED SHALL BE 1 1/2' LONG YNeWY SHOULD STUCCO EXIST.
<br />NO I- MWNMIM FOR WADS WITH NO STUCCO. AND MAY OF HEADED SCREWS OR ALL TR6EAOED SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED DIM EER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH MWNG NUTS.
<br />GNGOREA OF IE = (LOA) FOR THE PROJECT NW WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE O TM PI D. ENVH@I OF RECORD. KING As A DELEGATED ENGINEER TO THE
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS• PAVERS. STUCCO OR WOOD BOARDS BE FOOD ON THE
<br />P.Lo. ENGIRM SHALL SUBMIT TO THIS LA" THE SITE SPECIFIC DRAW = FOR RVAEW.
<br />EXISTING WALL OR FLOOR ANCMOI SHALL BE LONG DOM TO REACH THE MAIN STRUCTURE BEHINDSUCH
<br />PANELS. ANCHORAGE SOUL BE AS MENTIONED IN A,) AND IN A.2).
<br />PAT (e) THIS
<br />SHALL BEAR THE E AND ORIGINAL SEAL AND SIGNATUREARE OF THE PROFESSIONAL
<br />NOt 1x At:'CCAD THAT PREPARED R.
<br />ENGINEER
<br />E
<br />(B) ISLI`JaGr1G COtCREIE am WWBLa]t WMl ASTM C-90:
<br />- 1/4• I T,APOON ANCHORS AS MANUFACTURED BY L T. W. OUIU EX. INC.
<br />14. SHUTTER MNNFACNAER'S LABEL SHUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SMUTER N MXCOR DAHM WITH SECTION 1700.0-3 O FLORIDA BUUDND WOE. ONE LABEL
<br />- 1/4' r . 7/r CALX-IN ANCHORS, AS WNLFACTUIim BY DEWALT INC. (MIN. rr-1500 PA.Q
<br />SOUL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.0.2 O THE
<br />- 1/4'r X 3/4• SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POND SCREW. BOLT ! SPECIALTY CO.
<br />FLORIDA BUILDING WO.
<br />BE OFF TO
<br />(NMI. ro.11IO0 P.4D.) THIS- 114-10 PANELMATE FEMALE 0 AND PANELWTE PLUS MICDRS. AS WWIFACRNED BY ELm CONSTRUCTION OBTAIN
<br />N FERMIAVING SHALL THEONLY
<br />PRODUCTS (MN. rc-2071 P.r.L) 11AN11H 09fAw PERMITS w Tiff STATE OF iLORWA
<br />- 1/4' o OF TAP -GRIP ANC"ORS• AS MANUFACTURED IIY TRU-FAST CORPORATION
<br />•••••,, r
<br />B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, aW PAIELMTES AND CF TAP -GRIP ANCHOR. INTO 1TE P'••vC
<br />rLORNDA BUILDING CODE ■ h Vitlaefty Hur lea
<br />BLOCK UNIT SMALL E 1 1/4'. 'I_
<br />4
<br />' ; 4NWN 1A1MQ FC 20 CiIRE' CKVAMZED STEEL STOW PAIIL H
<br />'.
<br />B.2) CALK -IN • SOLO -SET ANCHORS 94AU BE EMDOED 7/5' ALDCR TO THE CONCRETE 6LLILT. MO Nko.
<br />BE
<br />167
<br />INTO STUCCO SHALL M PERMITTED. 1/4- -20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM
<br />GLOBAL PROTECTION PRODUCTS. UP-1 0
<br />EXIST. AND ,• MINIMUM FOR wAu.s WITH No STUCCO ��. RYe
<br />�- IL E C A .... _
<br />INSTALLATION DETAILS FOR REGULAR PANELS tit t1-
<br />1NT0 EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />\\1A 9�IQR 0 „A1aON� ^ n \ --£A.
<br />') \\Y EXALTING P,31 R� nn �.i•..i)"li IN SHUTS S T1000 N°n
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<br />aam,I,ao. Nr 20 GAGE GALVANI ED STEEL STORY PANEL
<br />(9EE aLTEDUE'Ma 1
<br />BWE1s 6 i/MlaM1 to
<br />1, ATE t Tt
<br />O'"Nc'• OR ID
<br />PROTECTION PRODUCTS. L
<br />1L E C O Ire. Nino S.W. 61 tow
<br />SS 'T^`•'• _.'
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<br />sGYE 3/6.1'
<br />G-o0ol7if M�1M N1ar Mrs
<br />L
<br />OVEN A 14T Jr-PL
<br />COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS
<br />(SCALE I/2-1 )
<br />--15.196' (TOTAL W1DT1O ------------""� T..--------iS.196' (TOTAL 110101%-- -- -^
<br />.-.-------'�-----------,2.5CO• tuncrM WIDTH)------ ---
<br />f -- F •' ��, -r _ _ _ j,•� \ r1.350•- . Q03r LVL THICK 1 330
<br />--'IMP' �'•\ GXVNM TOM
<br />ASHY A-663
<br />2.BE76'
<br />/ / h T
<br />• O.WinnT"M::es
<br />.
<br />9waram STEEL EDGE � / ) .r aRwE so
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<br />2.W0•r N TYR \ ASTM 46I A-x.
<br />\i T
<br />= own so moil" DETAIL dj \•� OVIA1 A.]T
<br />who fNLV.
<br />--- ----- - 46d L_____ �µA --------------4ILa
<br />© STOy1 L11�1AYE Q �o�u��
<br />y ; 3P
<br />AIiElS fin LP i 1 .100- 1.7-1
<br />.125•-.75o'r-- 1304 9f l8 3N�8F/l8 •123•
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<br />P.aNr .l50• 70 AHHGIE • TO AMaE •
<br />10.OY 3.375' ,093100 .DOW IWITODO—2.t2s• 093•�- otr+L ' 1.1 riT oEMI , '
<br />a -�a� - --S• MfNN.- •-..1.500'-- LI.SOO-J
<br />����D��L� L-2.00D= 2.oaD
<br />ROUNDED CORNER a ENDS OF PANES
<br />ETD Im wD EDGE. (N.T.S) EO "Ill" HEADER Q "U" HEADER 4O AWL ® ANGLE WM STUD ANGLE WITH
<br />REVERSE STUD
<br />T.$)
<br />SEE OHT.
<br />�( 1/14 • 2/14 r TYp� iDP O10[ A74• �, ,J74• p�9•
<br />f_. _ _-._..�.J90' :"3r PNEt J 125' j HJ4•Y 30. 304 SWEE
<br />t-_ r 7 IA
<br />j 1.407.1.063' ,625• .375• -- - .P70 A616 .6f0 SFW RMRm TO
<br />Mama . 1a ,/s• oD
<br />671 \
<br />1.0f3• I 1 R. I.e�l• I300-
<br />.O9J' 71
<br />1.015' .750'
<br />7.000• 5O ICEY HOLE WASHER Z5i tlloo' — 'TTIW )
<br />r--,O © "F" TRACK ANGLE ® ,3/8" OF- TRACK FLAT PLATED
<br />0.076 (Han) AM-y WITH STUD
<br />OILVAWZED ETIL'
<br />w,. ,s, Lain
<br />.Jis-r — r 67s r , %: VCENSE •'�
<br />_1 .375• - _ N0.44167
<br />FLORIDA BUILDING CODE Velec
<br />1»-r�.le7s' TM WPM MIT came TMTaa We 20 GAGE GALVANM STEEL STORY I
<br />• ® KEY HONE �'`F • ., � ' •Le
<br />® 'X7"X �4' {" A eLPAdEL, `r --- .. 1 L E C O Ere.
<br />2.aaa>LM GLOBAL IN STREET
<br />ALTDNATAQY, USE a@ NW W/OIR
<br />ALUMINUM ANOLE ww"M C WASHOI W/ ADDSIOW NLVW* ant a1r.4Re•\ M1 MOIL MN)EM-76M. TAX, (M)MI-SA
<br />- 7/6'4.3/JE' WAWaTt (59WREss w.. a4~aalie'i,i °r0 m-,et
<br />lTAL a NOEL PUTm SEW. L � WMXn A J.- PL .
<br />r'-OaWclaou►t RoOnOET M"OrR
<br />CONDOM0
<br />SHEET a!0) 0=am
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<br />I 1;�N. a ,HALO e
<br />RI` OLAM.,
<br />r� i/ f'! ! I 1 • 1
<br />EA
<br />EMITTING POURED
<br />TOOMCOM OY ODUCRETE ON
<br />BLOCK/ E%ISTRM. POtiRrD
<br />1 COgCRtTE �
<br />1 CONCRETE BLOCK
<br />_--_-1 REQUIRED.
<br />aMNI-N a NWELAAAiE -- /^
<br />FOAtt Al AW A11QW1C ' cowco E AIICIIOa _ �-� `
<br />►" a1 O TM -GNP C4
<br />his IT a 010)) a (SCE 904110
<br />11 SKM 6 TMaNNN S) 1
<br />SHESHE 3/M7•
<br />.-'--�TRr• ! NEW I' WOE . MARES , 1/111'
<br />THICK ALUM TUM OR I• .
<br />�1900D 9MD / P.T. WOOD PULE SAACD1
<br />I
<br />• NOT ,' min . VARIES . 1/e'
<br />AWN. TUBE OR 1• . MARES '
<br />�PT. WOOD TMCL PLATE SPACER
<br />,
<br />C (SU RETTSam AI" ONS
<br />ON
<br />I
<br />I
<br />NEED I THINXIOI 9) J . I C.M.
<br />C-
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<br />CONCRETEE MDGL mG0pwE
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<br />)�
<br />]�iMM.
<br />REDUMD. TaKMort.
<br />SECTION X-X
<br />DETAIL
<br />BOTTOM TRACKS
<br />FOR SPACERS
<br />ADJACENT
<br />SCALE 3/Mi
<br />REQUIRED AT TOP OR
<br />TO SiUCCQ/WODD RANDS
<br />co
<br />F-0. - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS 6 A 9)
<br />J• AA,pW-�N:A' 1 Y IbY. NN t so r I
<br />Lr �
<br />I
<br />CASE ♦ (PLAN1 Q)r� irr.",e"D *L.�• � .,.
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<br />BE
<br />ITT ANY CASE E (PLOW
<br />SE 3/I LONl'
<br />PROD Tf'I•EV I.I:ATION RTNO. •49?17.02 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-M 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 Haftem, 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 />loadingsr Protocols
<br />per rotoco s TAS 201 & 203 as per section 1809.1.2 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 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 />per QC Metallurgical Report No. 18KMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3.STRUCTURAL ENGINEERING C_♦LCUI ♦TION&
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length we, 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 Tliteco,
<br />Inc., dated 12115/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE
<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 />at„NnlnN
<br />67 =
<br />t STATE OF-0"D.,�-�-',NN'`a@
<br />�
<br />h7MFUU1UH1t1dA"
<br />2/4, 3/4, 4/4. 5/5. 7/5,
<br />D.M.,�• �. ®+
<br />OF®•O+®
<br />PR0lQL=
<br />EVALLIATIONRR7:trORTN0. 2"Ma 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. 20.175. 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. 20.173.
<br />11 MATERIAL CHARACTERISTICS AND SPECIFICATIONS•
<br />Shag 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 TI teco, Inc. and signed and sealed by Wager A. Tllltl, 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 />woad frame structures.
<br />Product Evaluation Report prepared by Wager A. Tggt, Jr., P.E. (Florida License
<br />No. 44167), President of Ttlteco, Inc. (Florida CA-0006719).
<br />wATYLL
<br />D:A TILTECO ADMON RECORD8 L P, E. REPORT.20
<br />GALVANIZED STYFL STORM PANEL \ DRWG R 2047511
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<br />'�'-// eDLTED PMELS W/ D/4r-20,1•_
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<br />AS -WIT
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<br />(SEE O EA OVERLAP
<br />(SEEN APPLICABLE)
<br />, (SEE SECTS AS APPLICABLE)
<br />O
<br />',—,- 1. MMI_: 1/4. 2/4. 3/4. 4/4, 5/5. 7/5. 3 6IAX
<br />MN.
<br />1 W/10. 2W/10. 3w/10. 4W/1 G, 6�5�
<br />5W/10. 6W/11 a 7W/11
<br />ANLYgR5: FOR CONCRETE SEE SCHEDULE ON SHEETS B •
<br />_.. TO*WOOD SEE SECTIONS S ON SHIM10 • 1I .-
<br />REGULAR STORM PANELS ni & Q ELEVATION
<br />N.T.S.
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<br />TANSOLOBAL eE
<br />PROTECTIOt PRODUCTS• TLC.
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<br />INSTALLATION DETAILS FOR REGULAR PANELS (i) & dA�
<br />INTO EXISTING POURED CONCNR�ETE OR CONCRETE BLOCK STRUCTURES
<br />r-CONCRETE i-�WNCMTBIDCL o0N0RET00 ETEBIDCL
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<br />FOR WOOD SEE SECTIONS ON SHEET 12
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<br />REGULAR STOIHI PANELS l 1� Ar IfD ELEVATION
<br />/ SCALE 3/32'-,4
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