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<br />0 INC- '
<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />WATTER A- TlLLrT K,Fl, fil"SOLCM
<br />YL?J1,Lbmw�Co.44147
<br />T'L t,A LiPNO, W067F9,
<br />PRODUCT WALUATION,ftEFORT
<br />REPORT NO.: 20-0728.01
<br />DATE., Juiy 28, 2020
<br />PRODUCT CATEGORY: Shutbuis
<br />PRODUCT OUWCATEGORY- Storm Panels
<br />PRODUCT NAME: 20- GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER, global Protection P"iducts LLC,
<br />4800 S.W. 61 Street
<br />Davie, FlohdaM314
<br />1ARURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. t$y4toM
<br />ID # 1906) to the Global Prattaction Products, LLG, Rule Chapter No.
<br />61020-3, Method I D of the Florida Department of Business slid
<br />Professional Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verftd for compliance In accordance With the 2020 Seventh Edition of the
<br />Florida Building Code, and to verity that the product Is for the purpose InWrided
<br />at least equivalent to that required by the Code.
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<br />This Product Evaluation Report shall be Subject to review and revision in 0 M_ of
<br />a Building Code change that may offed Its limitations and conditions
<br />�
<br />2,1VIDENCE %JBMITTED:
<br />2.1, PRODUCT EVALU NON 0QUM TIP.EJDA.-
<br />Drawing No. 20-176, titled 1�20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1,thru 26 of 26 prepared by Tilteco, Inc;; sighed and sealed by Walter A.
<br />Til lit, Jh, P� E.; dated 0/20,�2020. This drawin � g tA ail integral part
<br />EvalusVion Report. 'PtiSa",�j,
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<br />PROT) V EXAL131WN_RAF0AXZD_J"72X 2
<br />22-IRSTREPORT-5:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 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., Reports # 96�-609 dated 08109/19afl. #W67O dated 0911 811996,
<br />#96-T`30 dated 0912,011996, all three sighed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. repoft# 2032 dated 04/16111398 and
<br /># 21126 dated 10106/1008 Witnessed by Gilbert Diamond, P.E. and Report No.
<br />02119�011-09, dated March 4,2009, signed and sealed by Edmundo Largaespada,
<br />RE. and Henry Hattem, P.E.
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc.. dated March 13,20019,
<br />signed and sealed by Frank Grate, P.E.
<br />22O-S-TRUCTURAL ENqINEEMNO CALCAILATH)NIck
<br />On 20 Gage Galvanized Steel Stiorm Panel for maximum panel length Va. deslan
<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 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />dated I 110=8 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />3. MISSILE IMPAU RE�SISTANCE,
<br />,__
<br />Large missile Impact under section 1626 ofthe Florida Building Code, as per
<br />,
<br />TAS 201 Protocol.
<br />4. VWND LOAD$ RESISTANCE:
<br />2.0 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas indicated on Sheets 8,10, 14.15,
<br />16, 19, 25 and 26 of28 of Product Evaluation Document (P.E.D-), drawing No.
<br />20476. Maximum Anchor Spacing shall be as Indicated on sheets it, 9. 10, I 1,
<br />14,15,17, tfl,19,20 25 and 26 of213,-af Product Evaluation Document (P.F,D),
<br />drawing No. 20.17&
<br />I INSTALLATION,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 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 8,14,16,26 and 26of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-1-10.
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<br />Shall be stdcffy In accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product,tivaluation Document (P.E.D.), drawing
<br />No-204 76, Anchor specifications shall be as IndlGated,on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P,E,D,), drawing No, 20-116.
<br />7. IMITATIONS AND CONOITIONS OF USE-
<br />7.1. Shall bestrictly in compliance with Gienera(Notes No. 1, 8thru 14, indicated
<br />an sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, Indicated
<br />on sheet 21 of2opf Product Evaluation Document (P.E.D.),,drawnq Nm 20476
<br />prepared by 711teco, Inc. and eignodand 80alied by WalterA, Tillit, Jr., P.E,
<br />7,2. Product may -be installed Within HIGH VELOCITY HURRICANEZONES as
<br />defined on section 1620.2 of the Floiride Building Code.
<br />7.3. Product shall only be Installed -into poured concrete, concrete block, and
<br />I -
<br />wood frame structures.
<br />Product Evatuation Report prepared by WalterA. Tillit, Jr-, P.E. (Florida License
<br />'No, 44167)i President ofT1[toocJr_c tFicidds CA-0006710),
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<br />13;�TII_TECOADMONRECCRO91P.E. REPORT,20 kGLOORALFRCITaCTION PRODUCT'S, LLC`I20eAGt
<br />GALVANIZED STEEL sTQRM PANa% DRWG 9 2&-T76 � REPORT# 20-072B4O1
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<br />TILLIT TESTING to ENGINEERING COMPANY
<br />- - ____ __ _____._ - ------ _
<br />WALTERA. MLIT, a� 2IL fflt=Lcom
<br />PRODUCT EVALUATION REPORT 17111"r 44,57
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<br />FL�".& Li_,.,I_�,)0$?J 7
<br />REPORTNO.:
<br />20-0727.02
<br />DATE:
<br />July27,2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUIB-CATEGOITY.
<br />Storm Panels
<br />CT
<br />24 GAGE GALVANIZED STSEL sTQRm
<br />PANEL I
<br />MANUFACTURER:
<br />Global ProtecHolit PrQducts. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. � RURPQR9 OF EVAL-UMIQN "
<br />Thls,js a Prod uct Eval LiatI00 Report issued by Walift, f A. T1 I I It, J r., P1, (System
<br />ID,# IgOO) to the Global Protection Products, LLC, Rule Chapter No.
<br />'
<br />51620-3t Method 10 ofthe Florida Department of Business and
<br />Professional Regulation.
<br />This protiqqt Is bein I . -a 8 be
<br />' � Lg Issued an Evaluation Rep 0 as do cri d herein, and has
<br />been verified for compliance in accordance with ft2O2O Seventh 12ditionofthe
<br />Flo4da Building Code, and to vo* that the product is for the purpose Intended
<br />AtJeast equivalent to that required by the Code.
<br />ThIsProduct Evaluation Report Shall be subject to review and revision In case of
<br />a Building Code change that may affect ft limitations and conditions
<br />2. EVIDENCE SUBMITTED'
<br />0CUMENT (POE. -
<br />-
<br />Drawing No, 20-1 75, titled "24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 1'8 of 1 8 prepared by Tilteco, Inc,; signed I and sealed by Walter A.
<br />Tillit, Jr., P.F-,,* dated 01127J202G. This drawing is an inteR
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<br />.�M.t Y'J�Qls
<br />Evaluation Report. "N' ,
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<br />6_351N.W. 36th Street, $Uite 305,,%ami, Florida 331366 -Phone (305) 871-fW�Uft_*01-1531
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<br />=TF-STREPOM
<br />Large missile imbact f6aflests were performed under SSTD 12-99 standard as
<br />per section 1600.1 2 of the Florida Building Code. Unilfbi'mstatic loads as per
<br />Section 1709.8.3, per ASTM E-330. Test re- ports prepared by American Testing
<br />Lab of South Flotida, Report # 08.14,01-,Q1 d4Iod0$11J(02 Witnessed by William
<br />R, Moftner, P.E., Bartz Moroz, P,�E. and Henry Hattem, P,E�,Ipriql fka,port, N Ip.
<br />0219,01-69, dated February 25i 2001), sighed and "atecl by Edmundo
<br />- � I ,
<br />Largaespada, R.E. and Henry Hattain, P.5. Larornissile impact and cyclic
<br />load ings per Protocols TAS 201 & 203!as per so I Otion 1509.1-.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1 W,GI-10, dated November23, 2010. signed and Sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile testireport No. 8CM-1W by QC Metallurgical, 1=, datedmarch 13,2000,
<br />sIgnodaridsoaled Ixy,Frank Grate, O�E,, as per-ASTM E,8 andjonalle toot as
<br />per QC Metallurgical Report No, 1 OKM-1 3118,-Clatad December I i 201,0 signed
<br />and sealed by Jerry Jaclofeno, P. E. as per, ASTM E-8.
<br />"MUCTURALEMNEERING Q"ULATIONS,.
<br />,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor Spacing v& design wind load and panel
<br />length based on rational -and comparative, analysis, aiYd in accordance with
<br />motion 1604 of the Florida Building Code, )GOIculallons prepared by TIltedo,
<br />s' -
<br />Inc., dated 12/1 BhO and 0127113 (for this revision), signed aint[awled by Walter
<br />A Tillit, Jr., P.E,
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile impact undersootion JQ09,1,2 of the Florida Building Code, as per
<br />SSTD 112�90 Standard and TAS 201 �
<br />4. "ND LQAMRMSTANCE.,
<br />24: Gage Galvanized Steel Storm Panel has been verified,locsustailn wind
<br />pressures, Makimurn 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, 1 1, 1 $, thrij 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Parial ha - s been verified for Code compliance to
<br />work as a non-porous.atorm shutter assembly,, as per SSTD 12-W Standard.
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<br />PROIDE= ZYALI I ATKffX1,ZQRrN0_LGJ.UZ4 3
<br />5. INSTAUAIION-.
<br />Installation shall be performed strictly in accoMance with details indicated on
<br />sheets 3 thru 8, 12 thru I 8 of 18, of Product Evaluation Document (P.E.O.),
<br />drawing No. 20-175, Minimum separation to glass shall be as indicated on
<br />sheets 3, 6,13, 14, 1 5, to and 18 of 16, of Product Evaluation Document
<br />(P.E.E�i). drawing No. 20-1754
<br />tBATEIR-LAL GRARACTERISMS AND Sj?ECIFICATIONS;
<br />Shall bastrictly in accordance with, General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175,
<br />Anchor sp,ecificationashall boas Indicated on Sheet I of I 8, of Product
<br />Evaluation Document (P,E,D-),. draWrinigNo. 20A , 75.
<br />7-LIMl[TATIONS-A-WOONDMONS OF USE-
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on shooI 1cf 16 of Product Evaluation Document (P,E,D,). drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Woltpr A, 11111t, Jr., RE,
<br />7.2. Product shall not be Instidlecl within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the FIbrIda 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. Tillft, Jr., P,E, (Florida License
<br />No. 44167). President of 111teco, Inc, (Florida CA-0006711�).
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<br />ULAR 1k LIFE S61FETY SJORM PANE 1�� - --- -_ --- -
<br />20JEML-MM: 8.3) IN CASE THAT PREJZAST MCNE. OR FORECAST CONCRETE PANELS, SnJCQD OR WOOD BOARDS BE MOND ON THE (SCALE 1/2=1") 1/4� 2/4. 3/4. 4/4. 5/5, 7/5.
<br />MID MR 20 am INIMINIM Sm " 89" casnw WALL ANCHORS SHALL BE LONG DIOUGM TO REACH TYE MAIN STRUCTURE MMhD SUCH PANELS +IW/10, 2W/10, 3W/10. 4W/10.
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PCD.) RAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENT'GAIED IN 9.1) AND IN 8.2)� --15.196- (TOTAL wIDrrNIO------------- _,_JaIqG* (TOTAL WIDN)-- SW/10. 6W/11 & 7W/11 -** 6/
<br />ACCOROMM WITH THE 2020 (71h EDITION) OF THE FLORIDA BUILDING COCE M WVM w2m 4MAL W=C I----- I -I �
<br />_12.500' (EF-OK W_)__-_ ! 2r MAX ANCHDW. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 r MAX_7
<br />DMCN WIND LOADS SHALL BE DETERMINED AS PER SM710N I= OF THE AWK MENTIONED OWE, - 1/4-10 TAPOON ANCHORS, AS MANUFAGTGRED fff I T�W� WILDEX, INC. � _______� i i r---6.25O"-- . T11* MIN. -1 FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 I. AeL
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<br />t AND - 014-10 PANEUMATE FEMALE 0 AND PARELMATE PLUS ANCHORS, AS MANUFACTURED BY E= CONSTRUCTION PRODUCTS I _____5 1/4.____ 1 1 1 1 I - _ -
<br />AS MUM (A-%D) I r-40-, _I ,,50"_ ,A_SW I / �, _1�3W'�/% 10�1 ,_ I
<br />FOR A WIN&= FIM KMI�OW867US14NUQP'tAOSCCET07N-IWOMaMMO = SHOLT"Mch"D LTIHEVEMM - 114 0 LAG SC"S PER N.O.S. � I I -
<br />FOR A DIR * I , . I I ^,w I
<br />DES" PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12� 14, 1!�. 14, IS a 20, - 7/1.'# � 5/8* W= BUSHINC, AS DISTRIBUTED BY ALL PW SCREW, SOLT & SPECALYY OD� L - - I [,,.,-,,,,, I i I �,J,�,� -__ '. 0AW I" THICK r_1.4;SO1�111 , 6 0 I/ , a 6 1
<br />TAPCON ANCHORS SHALL BE I i/2' AND 2' FOR ELCO FANELMATE PW5 __ T., �,,.-- - QMAAN= SMFL . ___ -IT __1 __I1 --- r-T--'/,,,, - 1 -T-7-T-11-T - --I--"--T -___ I .-- __� -
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<br />IN ORDER TO VMI THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASM 7-TA L D.M.(j). (�), @ -, _T__1_ _T__T___
<br />SHALL BE FIRST REDUCED 10 A,S,a DESIGN WIN* LOAM BY MULTIPL"NG THEM BY 0.6 IN 0 CLAJ MDA LIM THREADED PENETRATION INTO WOW or /. � 1� - , F QTDA A-W + _T_ , , z
<br />RIVER, To ANOMPAoruA&LE Fim&E Ia. O.Ow MIN, TIOM HWMED,�- , V, I I I I "I "I � T 7, I I I . � L I ��
<br />,;� VRADC 50
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<br />COMPARE MESIE W/ MAX, �".,O) OE5300 PRESSURE RATINGS INDICATED ON SHEETS 7 am It. 44O IS, 16, 19 & 20, e -(& .',�a.- GALVAIM20 STEEL EDGE 4 V / . ___ I 111_�.' "-,--., I G-40 aLm N&I'M- , / qi_� (�) 11 I j, I i �a I.
<br />- �50 1S.- r4
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<br />C.2) MINIMUM THREADED PENETRATION OF LAG $CREIN, IWO THE WOOD FRAME LIMIT SHALL SE I t/2-. NO THREADED . i A519 A-W I. V TYP \ ,,,, I / OCTAIL A-T - . I I 4 / . -
<br />IN ORDER TO VMFY WI MU40FIS ON THIS PED AS ICS4 WERE NOT OVER STRESSITI, A WX INCREASE W ALLOWAME PENETRATION IWO STUCCO SWLL BE CONSIDERED AS PART OF THE REQUIRED T 2. 1 . - 2A)v .2 , DGE \ >i L @_@ - -= :,=
<br />- ±IEMMED TYP. WED I
<br />STREISS FOR W040 LOADS WAS ML USED IN 74M ANALYSIS, FASTENERS SPACINO 10 WOW HAS RUN DETERMINED IN HRMW PrNETUTION, - UP" SO MRAMUM WAIL �T 4�6. -, _mEM , �
<br />0-114 CALY. _f
<br />"ARLE. 4 i ! e am -a
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<br />ACCORDANCE WITH N.OS. 2018. C3) MINIMUM EDDE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THI� DRAWING I _,�,.T . 1 4S.F 1 - _ � - __._ L% 4W i I 11 lil 03
<br />OUACY------------------------ ------------- � . --- __t _ > U-A
<br />THE ABCVE U04TIONM CODE AS PER HURRICANE -� , --I - ED 0,111 0
<br />STORM PAWS AM FOR IMPACT AND WIND ReRSTANCE HAS BEEN VERIFIED IN ACCORDANCE MTN SEC" 1628 OF . � I N
<br />ENGINEERING * TESTING WC. REPORTS 96- - - CA) MINIMUM PENETRATION OF WOOD BUSHIING SHALL BE 5/4`� 1/4* 0-21) SCREWS USED 94ALL EW 1 1/2' LONG M44WUM �__,Alk. 11 I 'OOn._:( i / A 6. ,
<br />569, 96 5,70 & 96 T30 AND , I =1
<br />FENESTRATION TESTING LAB INC., REPORTS 12012 & 02126 . AS PROTOCOLS TAS-2DI, TAS-202 AND TAS-205. SHOULD STUCCO E=. AND I' MINIMUM FOR WALLS WITH NO STUCCO, �--------4.2SO`-- 1.3w I----- . 1 / fl - - - 1�� ------- [_ I 9 C)
<br />AS AIELL AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT 00219.QT-00, AS PER W 20). Tn 202 AND - -=- Ir__ . 0.,_ cp
<br />TAS M STANDARDS, FORECAST - - � I T - ol'. clll�
<br />WALL ANCHORS SHALL BE WNC, ENOUGH TO REACH THE MAIN STRUCTURE SONFID SUCH PANELS I ,YY " I - - L- � - L:1111 M r�
<br />2, ALL ALUMINUM DMISIONS TO BE 6063-TO ALLOY AT40 TEMPER, (UNLESS OTHERWISE NOTED), SEE SHEET Z, ANCHORAGE SHALL 8E AS MEWDONrO IN t I), ") * CA) :��2_1w'- - "' -, - J - ,, --- P, � , 1 1 . -= = V
<br />_ - - __ _-, _
<br />I AU� ALUMINUM SHEEI METAL USED AT CLOSURES SHAU HAVE 305-AI4 ALLOY. ""l-v", I ,/ , ; � 1 .4�, 1 = W_ C�
<br />(0) ANCHORS SHALL BE OISTAUED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECF4GATWNS OF THE ANCHOR'S MANUFACTURER. __,_T,� T-156. -------,-*--- - 1 2.187*- i I I . M = �
<br />A ALL SIM SHEET FA0AL P94US SHALL HAVE MCIORAL QUALT, STEEL ASTU A-633 G E 50 MIN, 0-60 � .DWO UFO , ,-,� �_,�� : I / - - - - - T - - - -0 414 =
<br />CkVANIZED STEEL WESIGNIATION W/FY- 54,S w (AFTER ROLLED). II. PANELS MAY &SD BE R45TAIM HORIZONTALLY FOLLOO INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 - L - - � 1, - - _E171il
<br />'125, im - IiOL
<br />RAD MUAL f f ISO, lcg� 7�� r- S& Aw ____r '& ,1- �116D IiN 1/40-2NI,
<br />C.3) IN CASE THAff PRECAST STONE, OR CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUND ON THE VUT#,(O .11 (D 3MRM UN - , 0 END STORM PANEL -4c�,- - -i I— "_ I , i I I= !�
<br />- I � Ow _0 � 0
<br />11
<br />THROUGH 0) EXCEPT THAI HEADERS (2) A, Q SHALL NOT BE USED, W/ I 1. f iMal-2.16 ::� [�,-__ UNBOLTED PANELS , . �,
<br />- It a . 11 f STUD RIVE 11 L__� _ I - - S.S. U.S. SOLT W1, 7/8* . 3/32* 1 - - Ur
<br />,
<br />1 CC " S.S. -
<br />5 ALL SCREWS TO BE STAINUM STEEL "4 OR 310 AISI SIRIES OR CORROSION RESISTANT COATED CARBON SIM AS PER X�Otw � 4 .=-. � I - I , , ,. 10 70 ANGLE 0 " IT I (SEE SECTIONS AS �. I YANIGNUTS 0 EA, OVERLAP , - I
<br />- P SHALL BE THE RESPON',481LIT'r OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE AT I I I I i7 I I� .a F
<br />DIN 50018 W/ 50 F.i YIELD STRUMTH AND 90 �.i TENSILE SUIENGIN & SMALL COMPLY W/ FLOFW BUILDING CODE KM SHUTTER * TO BE 1, -� " � � I 1. 1/7 ,C. 11.LL I I LE) , I I 9 I= .= -
<br />__- 1< 08* AGO, , I __ I P .. (SEE SECTIONS AS APPLICABLE) 1 3: = Q3
<br />ATTACHED To INSURE PROPER ANCHORAGE. n4IS SI4UYrER SAOLL ONLY BE ATTACHED TO CONCLREFIC BLOCK OR WOW FRAME I � .0931 - I I
<br />SECTION 2.11-313.4. BUILDINGS. 1 �,_�- I 111 �Oqr L . 2. 1'�Dll 4 I.spv - L.-I-Li "L I _-, A -t-L H ! 0. r-
<br />:: IDW � . (100, SIM SIM § .�� I=- -
<br />6- BOLTS TO BE ASTM A-47 GALVAWED StM OR AISI 304 SERIES STA - - - � 2,11 1 I - I - � 11 I..' _; - __ -71 1__ :P. q *; ,We
<br />�A_ I .
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<br />ANLESS SW_E1_ WITH ,W kil MUWJM YIELD . -1-, a .9ir O .�_J � __ - , __ I " - - ___ I �
<br />i I , __ , ED W I 5
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<br />I ANCHORS TO WALL "a BE AS FOLLOWS PECTKLY; SHALL RAW A LEGIBLE AND 1 2,125, �H __ �
<br />- �
<br />STRENGTH- AD. EACH REGULAR STORM PANEL WITH LENGTHS OVER $!-8 7KROUGH IT�% AS Z= elm,& 9"t,10 AND ALTERNATIVES OW 1� Ir __ .1 / I � W,
<br />" & IOW ON SHEETS $, 6 & 12 RESI 'r VISIBLE W NSTRUCD"G OWNER OR I R 375 1 (-- L __J ,� It
<br />' TENANT T40 SECURE PANELS WITH APPLICABLE REINFORCEMENT OURIFIC, PERIODS OF HURRICANE VAMINO I ,--, Nlv� - - - i R. a '37s, U I 125. i ,
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<br />- ;/4' -"y -A! ANCHORS, AS MANUFACTURED, BY DEWALT INC, (MIN. I'o_ ISOMETRIC VIEW 2ML A - V-1 - 1 2.OW----J I I i � � 21, = 41�
<br />(A) �a� t �
<br />14V. TAPCON�
<br />WORM "� 11 THE INSTALLATION CONTRACTOR IS TO SEAL/CAUI,K ALL SA4UTIJER COMPONENIT EDGE$ WHICH R04MM IN CONTMOOS CONTACT WaH
<br />� 1
<br />.,4. UFACTURED BY I,T�W, MILM, INC (Viv. V31 =1 1) TIC BUILDING TO PWYENT WIND/WN INTRUSION, / L_2.0,0-�� __�Wl� I 1 , � [ - --I , ; = W I*
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<br />A!" CAN WS & ;i;f - i --l- _ - :1 .. .. ... -1-1-1-- �
<br />- /4 SOLICOSET ANCHORS, AS DISMMUTED BY ALL POINT SCREW, SOLT &- SPECIALTY CD 12� CM PAST IWALOOION SHALL COMPLY WITH SPEM INDICATED IN THIS ORAWM PLUS ANY BUILDING AND ZONING ROARAIMS ROUNDED CIORMEN, 0 ENDS Of' PANE DOM.,&@O(�)-+ I --- ; . - 1 44, ,� _ - - - --I :;
<br />(MI , fc-300a P,.L) VIDEO SM THE jURSDICTION WHERE PERMIT ISAPPLIED T0_ END UP W/ KDA40 EDGE. ne 4 ANGLE MTH STUD @ ANGLE WIT14 -I-, . I Ai 4% 0. . 'i"I I It � = ,9�
<br />- fI4, PANELAAAW FIDAAUE 1) & PMR-MATIE PLUS ANCHORS, AS MANIXACTURED By ELCO CONSTRUCTION PRODUCTS. (j) 'h* HEADER (�) "'U" HEA (�) ANGLE !A %X..
<br />N.10 (N,T,S) ; L, F,
<br />- I V_3= P.f) FOR A SfTE _'PECM PROJECT, SITE CONDITIONS DEVIATE FROM THE PZO, __ I: MAX I ,M ,1W
<br />14'0 OF TAP-GRP ANCHORS. AS MANUFACTURED BY IRU-FAST CORPORATM (f'3500 p.ml.) I __ - I VARM MIN. MIN. -1 � tj
<br />AI) MINIMUM EMBEDMENT OF TAKOM ANCHORS IMM POORET, CON (b) CONTRACTOR TO BE FICO'XINSISLE FOR TH SELECTUK PURCHASE AND INVAI-LATION INCI,U0I LIFE SAFETY Of THIS PRODUCT: I SMW - 1W/10, 2w/10. 3W/10, 4W/10, ____�,_ I 12. ,4_
<br />(UI Is. (.) THIS PRODUCT EVALUAOM OOCL (P F C) PREPARED BY THIS ENGINEER IS GENERIC AM DOES NOT PROVIDE WFORMAPON RMM STUD (�)-&(D+(W & MAX
<br />I:EN7 , 1/4, 2/4, 3/4, 4/4, 5/5. 7/5,
<br />CRETE SHALL BE 1 3/4% 2- FOR PANEDM71E FEMALE WHERE E HE �
<br />OA= ON THIS P�E.D, PROVIDED WSHE DOES NOT IXWTE FROM THE CONOff*N5 OETIIAZO ON THIS DOCUMENT _ = _" 1/14 A, 2/14 6 4' .374' � ; SW/10. SWIII & 7W/11
<br />0 AND PANEMALTE PLUS AND I 1/4' FOR rF TAP -GRIP ANCHORS. _ 134 : .
<br />CONSTRUCtION SAFETY AT WE IS THE CONTRACTOR'. RESPONSIBILITY - --I �rpxmp MOX - _00IT' -i.750' - i .
<br />-
<br />T r f _ _. _�w . 4EL _Iw- , .,ea- � , 410, s _TS 4 & 11 k
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<br />II - L___. � I_ L -1 , I -1, , ,/4-0-a W4 $ERRS 4, _1___.___AKHMi FOR CONC 1. SEE SCHEDULE ON SKEE ___
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<br />- . -,- i, IIS WOO PAVER It
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<br />-IN & SO -SET ANCHORS SHALL RE EMBEDDED 7/8� INTO THE POURED CONCRETE. NO EMPEDMENT INTO (P) THIS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVALID If MOI I'ApnD63- ".. .37V I i r- �'t - �
<br />�.
<br />Al) t" ��. f MR WOOD W SECTIONS ON SHEM 10 & I I
<br />STUCCO SkALLUODE PERMITTED. 110 0-20 SCREWS USSID %ALL BE 1 1/2' L0140 MINIMIAM SHOOLD SYLOOD DIIST� I , � � __ -.. 1 440 t 1 *401 # 12 i/2, 104,
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<br />I � I i 57VI I - _�r � 1. -
<br />NO I" MINIMUM FDA WALLS WITH NO STUCCO, 4WD MAYBE HEADED SCREWS OR ALL "T"WAVED SCAM W/O KSAD� TO SM SP PIC PR04WS _SKAU RE PREPARED By A FLORIDA REGISTERED ENGNEEP OR ARCHITECT WHICH VALL BECOME THE i . � I I I 6� 1 I _'L., -"
<br />In" WITH WING RUM ENGINEER OF RECORD (FO,P-) FOR THE PMECT AND WHO W14 BE RLVQNS FOR THE I I L __ MIY1 I , .671,
<br />- '
<br />PROPER USE OF THE , PXV. ENGINEER Of RECORD. ACTING AS A QELEr _DLE � t___ 5 54 .01ir L !�S43* 014
<br />1 I_ O;0 . I'Dis-
<br />93 i
<br />AM ENGINEOR TO THE 1
<br />III) IN CASE THAT PREC44T STOW_ FORECAST CONCRETE PANEL,S, PAvER% STU= OR wow qwcS BE FOUND m THE PX.D� ENGIONCER, SHALL S~ To THIS LATTER THE SIM SPECIFIC DRAWINGS FOR mmm. 1 O' -WIAW .Al _, I 1-1 � I . 125. J low I 5 ; i 7W REQULAR MRM PA ELS I& Q ELEVATION
<br />'_
<br />EXISTING WALL OR FLOM WC"O`t` SHALL BE LUND ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH I EVERY PANEL Ovuem t _ ,957 L J I L_ ; I ___1
<br />PANELS AWAORAGE SHALL BE AS MENTIONED IN A-1) AND 0# A.2). (e) THIS P.E.0 SHALL SEAR THE WE AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSIONAL A" .00' �� - 2.0001- - �Ow N.T.S.
<br />(8) &= WALL A-ZIM C=20; ENGINEER OF RECORD THAT PREPARED fr 7.0 i bo- (�) KEY HOU WAVER .Swo _ITYPJ
<br />be TAPCON ANCHORS AS MANUFACTURED BY 1. 7. IT SUILDEX, INC. 14- SHUTTER 1A.MUF SHALL BE LOCATED ON A READILY V[SIBLE LOCATION AT STORM - (�) 'E' .TRACK ANGLE (R 3X *F* TRACK (2) ng PLATED 1/4' M.W. GAP
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<br />ACML�r
<br />' 0 ,, 7/a' CALK-4K ANCHORS, AS MANUFACTURED Wr INC- (W . r-15W P..'�) A . _______1 Z67"
<br />-0 3/4- SOUD-SET ANCHORS, AS DISTRISLITED BY ALLDP"0AWLT SCREW, SOLT & SPECIALTY CO. 17095,2 OF THE =M) 1-
<br />- 1�* i Olow r MM ST Oft CADIUP -1 WHOLE VAIM
<br />- 1 4 PANEL SHUTTER IN WITH SECTION 17091,11 OF FIDRIDA 13-JUNG CODE, ONE IABEI 10sr
<br />/� X SHALL BE PLO= FDR EVERY OPENOM. LABELING TO COMPLY WITH SECTION - .age of
<br />- I I GALVAN � -,W. , "O"', ,#.4
<br />1. FLORIDA BUILDING CODE '01", r- �
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<br />(MIN, 0 t-low 0�.�i) _", ,, % . TQ7 !
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<br />- of 4-1 FAFIELMATE FEM41 10 AND PAMELMATE PLUS ANCHORS. AS MMVFA=FtED BY IWO CONSTRUCTION SHALL ONLY BE USED TO '05;L.�.� , .J
<br />I OBTAIN PERMITS IN 114E.SUTE OF FLORIDA -MA1. TV LOW � -, _ ..... . e-N -
<br />� " ,, vv� " �
<br />ETCIS - T`�201 TO..",) , INFIF - I ; - N - � 'Ief_ - ,
<br />CF TAP-CRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION --,-r . - � � 4, 1�. , �R� 8f -.; , � ;_� " , / \--/ okok "I -
<br />- 'PRO (MIN MOY111010 �% I F. � , 1/4 , i \--/
<br />/4 I .36-0 UTA-4 I I .. . . � I
<br />SJJ MINIMUM EMBEDMENT OP !_.fg�-% -Tre � ! : *. MAX W , I Ne. - . ... i
<br />� (High voloe3y N cane Zone) - I I I ,,--.\ .
<br />TAPCON ANCHORS, ELCO PAMMAOXES AND OF TAP-CRIP ANCHOR, INTO THE C t Xit- " .e_� FLORIDA BUILDING CODE ; , � : ..,.. .
<br />.,,�, -,.I 4 . t S.C, .
<br />SLOCK UNIT SHALL BE I 4/4-, I., "M XTE01 W_ i I * : Or acne zono)l _1 �i % FLORIDA BUILDING CODE ("19h Velocity IN "no zonofl
<br />20 GAGE GALVANIZED STEEL P, I r — Iff
<br />STORM PANEIL � I i .
<br />.1 I I VFAMA I DOW I MCKn lk - .. _4�1 _11�D -. -S c2= TOM W.
<br />.. . : ._� �37 . No, 44167 " ,O
<br />. I * I FLORIDA BUILDING CODE ("f9h Volocl� .1 'I,
<br />0.2) QQ.X-IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCFIEE BIUDCK LIFOR. No No. 4 167 ". . 1. __�, . - Z.T%. 1,_$.._, SIXTE I _-* .=G %= W_ - FA �` 'L * ".
<br />INTO STUCCO SHALL RE POWITTEO, 1/4- 0-20 SCREW$ USED SHALL BE I 1/2- LONG MINIMUM SHOUIS OD . " 20 GAGE "LVANIZED STEEL STORM PANEL Oft" Im - s 20 GAGE GALVANIZED STEEL STORM PANEL w" W.
<br />S � <:�, - G - -
<br />�� -r % 8 OF . I . Is W/"/"-
<br />EXIST. AND I' WNIMUV FOR WALLS WITH NO STUCCO. 5* *__ A__� wx� _2.000`_� , � ", " SECTION A-kS *' ,,,, - -,L "T GLOBAL
<br />. - ____ - GLOBAL MMC11ON PRODUCTS, LIC. """ L_ 1-1 ,12s .,�-�18�� WONG NUT * K[X HOLE S Oi,--. P4 Sk GLOBAL I *..- No 44167 .
<br />. , ul, t_!� 11LIECO - S 0% 1*
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<br />- ALUMINUM MOLE INDOWUM WASHER W1 APPOITICIAM, / - - ` - DFAWN; ".,I
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<br />IN96LLATION DETAILS EN REGULAR PANELS I & INIQ EXISTING POURED CONCRETE OR CONCRETE 8 CK STRUCTURES- QAM NO= OR W= INSTALLAIION DETAILS FOR REGULAR PANEUCP & dh
<br />INTO EXISIING POURED CONCREIE OR CONCR"r BLOCK STki-19JURES pam moice, 1_1_A3=P=Tr FQMAAA 101 C'MOKIE AN"Oft �,%+ VAUD FOR MUAFL WEE MM AND E-Z HAW 2M NL SM INTO EXISTING POURED ONCRETE OR CONCRETE 8LQr,K aIRLICTURES
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<br />k- *am I IW*AH 0 11 %an a am" 2) I - 7_?�RED ON SHM 12 __ __ __
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<br />=%= _1 ". i WUMUS, GO. 1 WIF02M i3l W 2. rr (n _IOOOOOOOOOI`
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