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<br />TTLUT TESTING & ENGINEERING COMPANY
<br />WAT TF.R A. TTLLIT, )R., Pb.
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC
<br />4800 S.W. 51 Street
<br />Davis, Florids33314
<br />1- PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.3, Method 1 D 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 />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Titteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part 4# his
<br />Evaluation Report, A �AAA�.1ttlp A TQ f!!,,,
<br />- --�- No, 44167
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -
<br />PRODUCT EVALUATION RE1!0XX q0, 2Q&7MA 2
<br />2.2. TEST REPORTS:
<br />Large missile impact and fatigue load tests were perforated 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 # 96-569 dated OB109/1996, #9e-570 dated 09118/1996,
<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 0411611998 and
<br /># 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. DCM-197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed b Frank g s y Grate, P.E.
<br />2.3 &TRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03112/15, signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4.11�fIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.O.),
<br />drawing No. 20.176.
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />PECIFtCAT10NS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc. and signed and sealed by Waiter A. THlit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />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 Tiltaco, Inc. (Florida CA-0006719).
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<br />DA TILTECO ADMON RECORDS 1 P. E. REPORT-20 %GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANEL% ORWG a 20.1761 REPORT a 2DO72a.D1
<br />ILI ECO INC.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA.7ILLIT. M, RE tl1PRODUCT EVALUATION REPORT pF TA a6. 44I67
<br />ILIA,L 'aA-)6'19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wafter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, 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 />2.1. PRODUCT EVALUATION DOCUMENT (P,E,Dj;
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte�`�gl(+�na�1:i�7+Q;rjflls
<br />Evaluation Report. +1`�' ....:... z/3"'.
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<br />6155 N,W 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-15��1�Ab1bt' 4°i-1531
<br />PRODUCT TV 1. "ATTON RKPORT NO, 204717.02 2
<br />2.2. TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />r section 6 9.1.2 of the Florida i per 1 0 o da 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 Rep
<br />ort # 0814.0i-01 dated 03111102 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, 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. 1123.01-10, 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-8 and Tensile Test as
<br />per CC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3.STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs_ design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tlllit, 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.
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<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. 20.175.
<br />MATERIAL CHARACTERISTICS 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 CONDMONS 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 Tllteco, Inc. and signed and sealed by Walter A. Tlllit, 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 Wafter A. Tilllt, Jr., P.E. (Florida License
<br />No. 44167), President of Tliteco, Inc. (Florida CA-0006719).
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<br />COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS
<br />������pp���� �,I�I•E� SCALE 1/2-T7 1/4, 2/4, 3/4, 4/4, S/S, 7/5,
<br />1j In FCR r.iloLl6ri: B.]) N CASE TNT PRECAST STONE OR PRECAST CONCRETE PANELS. STlA IN OR WOOD BEHIND SE FOUND ON THE ( 1W 10, 2W 10, 3W 10, 4W 10,
<br />11111D EO! 90 OAOE OM]lY® Elm EIOEu felBel E)U57IRG WNl. ANCHORS Sf4M1 8E LONG D+oDGH m REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. / / / / 6/$
<br />I. STORY PANEL SHOWN ON 1H5 PRODUCT EVALUATION DOCUMENT (P.E.D-) ,AS BEEN VERIFIED FOR COYPUANCE IN ANCHORAGE SHALL BE AS MENTIONED N B1) AND N 6.2). - -.. ...... -_ 15.196' (TOTAL wumN - -_. - __ _.. -..__ _ _ - - -_.--_ -. 15.196- (TOTAL WIDTH)- - SW/10, 6W/11 A 7W/11
<br />ACCORDANCE WITH THE 2020 (7MI EDITION) OF THE FLORIDA WADING CODE (C) TD EXISTING RO IM S,Hxm ,.^s•'o C -.- .._.__
<br />. a IW YN-1: -12 SOD' (FfTECINE WIDTH) --
<br />1/4- TAPCON ANCHORS. E YNND PAIVRED 6Y iW. BDRDRS NC. I e 1 a _-- _ -__. --, --- --_. --.6.250'- -- -- - -I' YIN -_ -.-._- FOR WOOD SEE SECTIONS ON SHEETS 10 a 11 -.-�1• MN.
<br />DESIGN WIND LOWS 574ML BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED COOS. I ' _ _ - -- __ _ _ _ _ _- ___ � - 3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 a 0 _. _ __ _ ]' WJI_
<br />FOR A WAND SPEED AS REWWED BY THE JVNSOIC/DN WHERE THESE SHUTTERS WILL BE INSTALLED AND - /IOC-t0 G SCREWS
<br />FEMALE D AND PANEIJMTE PLUS ANCHORS, AS MAUFMTURED BY ¢CO CONSTpICiIOIN PNOO,CTS. -... -_ - -' / ,.
<br />1 {'. LAG SCREWS PER N.D.S. --1.3---1.3'A'__. •- 1.350' - : 1.500 .'�.500'
<br />FOR A DREDESIGN SSURE RATINGS
<br />I CCATED ONSHEETS
<br />TSCE 7-16 12. 5NU1. NOT EXCEED THE IIAXWIIM (AS D) - / /-. , : 1 "4 � r r 1.330•- ;� 0.036' I IN" -1.350 A O O /' 0 O I -)
<br />IN ORDER
<br />ALL RE T RIFYTHE
<br />ADM G DESIGN W9NIMATE DESIGN SYU WIND
<br />LOAN
<br />G�Sit DE ORDER 10 16 C.1)/1RltlYUY S/T19tF.tpEC PENETRATION TRA ION I3* WOOD BUSHING. AS NTO WOOD OF TAPCON ANCHORS $,,,�LUPTEC BY ALL POW SCREW, LT SPECIALTY BE 1 112- AND �• FOR ¢CO PANFIAATE PLUS F- i, y� I • 1 f- ,( _____i _ - 1 ti D.M..O2 , U
<br />® f____T__1__T_-T-_'__ T-_T___ _ __ T _ __ ! ___r_T__T__�___T__l_ _T__;___. __T_-' _. _ ___ _I -- I
<br />CED
<br />TO
<br />COMPARE THESE W/ MAX. (AS. G) DESIGN PRESSURE RATINGS NDICATED ON SHEETS 7 THRU 17. 1{, 15. 16, 19 a 20. AND PANEtA1NE FEMAE ID. /! 1 U 2.657• dL"I" STEEL EDGE / " '"' ) 7
<br />2.837I G-W ONLY. E .ice / / O•l,•© r I I I nt - i _ -
<br />C.2) YWWNVY THREADED f+ElETRATION OF LAG SCREW, N70 THE WOOD FRAME 11N11 SILL fE 1 1/2'. NO THREADED 2.000' 'r ! TYP. AS711 A-633 t I 2 I _ TYP. _ T T`% I I I 0� f .'L y
<br />IN ORDER TO VERRI' THAT ANCHORS ON THIS PE.D. AS TESTED WERE NOT OVER STRESSED. A 33E INCREASE W ALLOWABLE )PENETRATION INTO STUCCO SHALL RECONSIDERED AS PRAT OF THE REOUNED THREADED PENETRATION - - --1 _ _ _ . _ _ M-HEMM� _ . _ _ _ _ _ _ _ _ _ _ - GRADE b YWM DETAIL a.l I _ _ _ _ _ ` _ E D _ _ DETNL a,.; o " �j U v
<br />STRESS FOR WIND LOADS WAS y0i USED N THEIR ANLKIS FASTENERS SPACING TO W000 HAS BEEM DETERMINED W ' , 1 - .._J - _. _ --� :,;_ - - L 1 I II r L ;; i _L�_ 1
<br />ACCORDANCE MM N.D.S. 2016. C.3 MWIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING L�ETUL A H.S G-eo GAMY ' �AE A _ . _ _ _ _ _ 1,150' {a.S 1.. _ 1 1. - I i I E'I �A�A ` 1 +• j-
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HIAS BEEN VDW" N ACCORDANCE WITH SECTION 1526 OF 1 I Q K/ l.-
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGIMEERNG A TESnW INC. REPORTS 96-569. 96-570 a 96-T30 AND C.I) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE S/8• 1/4• 0-20 SCREWS USED SHALL BE 1 1/Y LONG MWINUY
<br />FENESTRATION TESTING TAB INC. REPORTS / FLORIDAREPORT
<br />AS PROTOCOLS PER T1, TAS-202 TA AND TAS-203. C.5) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARS BE FOUNp ON 7NE EXISTH/G 1 STORM PANEL END STORY PANEL � •.
<br />--,.750 - ,.3so
<br />MOULD STUCCO EXIST. AMD I' MINIMUM FOR WALLS WTTH NO STUCCO -__ - - _-1.z50• - -- - _ _
<br />-Tr- .T - -T T---r T C3 C r
<br />AS WEl1 AS AIERIGW TEST LAB Q SOUTH LORA REPORT /0219.01 -09, AS PER TAS 201, TAS 202 AND T I-
<br />TAS 203 STANDARDS. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. I I �rc
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6063-r6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SKET 2 ANCHORAGE SHALL OF AS MENTIONED N C.1), C.2) a C.4) 0 �-. 30. ---..- © i_y_.. l i' _i- - -' _ -.-I i i I �t I `y
<br />J. AL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE 3105-H 11 ALLOY. 1 ---- .. __ - , I � �.J
<br />(D) ANCHORS STALL RE INSTALLED FOILOWING ALL OF 11E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 150; 2.187' I ! ' -I - - - - - - - 1 5
<br />{. AL STEEL SHEET METAL PANELS BALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE 50 M"MUM, G-60 PAdiY [� - .Too• R G 1 .t25' - .750-_ 1/I .-i0, t/{Y-2a .123' 17r. _ _
<br />GALVANIZED Srz¢ DESIGNATION W S. PANS MAY ALSO BE INITIALLED HORIZONTALLY FOLLOWING INSTALLATION DEfN15 SHOWN ON SECTION 3 THROUGH 10 (SHEER a - - - _ 1.250• gyp• -- I YW SERIES 3p1 9f1m UNBOLTED PANEL$ ! BOLTED PM1F15 W/ 1/N-20F1•
<br />/fY. 56.5 bi (AFTER ROLLED). THROUGH 6) EXCEPT THAT HEADERS ® a a) SHALL NOT BE USED. w/ N[Y.CD EDGE. R ----- - a _� , 125' SS. STIR nVflFD S.S. STUD RAFTED - .750•- SEE SECf10N5 AS , S.S. M.5. BOLT W/ 7/8' . 3/32• r •� __
<br />.7D0' I , I0 AXQ1E a TO ANOIL • 1 ( WINI.TNUTS O EA O'VERLM _ -
<br />5. ALL SCREWS TO BE STAIM.F55 STEEL 30{ OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER o-. ' 1 17 1/Y 0.0 12 t/2' O.G. APPLICABLE) ' I -
<br />9. TT SAL BE THE RESPONSIBNTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE , 30.08' 100 I I I. (SEE SECTIONS AS APPLICABLE
<br />DIN SOOTS W/ 50 bl TELD STRENGTH AND 90 Lx TENSILE STRENGTH a SMAL COURT w/ FLONDA BUIIDR/G CODE ATTACHED TO RNSURE PROPER ANCHORAGE THUS SHUIfER Si1l'L ONLY BE ATTACHED TO CONCRETE, BLOCK OR W000 FRWE '�
<br />SECMN 2111.3.JA <11-7--�
<br />3.375• i I.j00' 1. SOX. I I _ '
<br />093• 2,n' ) ; l I- -1 ..1_ : (-._ _ I _ i _ _ 1 1_-. 1 I L_lJ ) BUILDINGS. .093' - .093' 2000' SEE .939' 930' I1ET , - -- - -;--� - '-T - - - - - I T`•' ,I -�� - -- -- (- -
<br />OEfAA , TT 1 ii 8. 9ptTs TO BE ASTM A-3D7 GALVANIZED STEEL OR N51 JO{ SERIES SrAR4ESs STEEL W,M 38 bi MINIMUM YIELD \�]' I! a 375; T - _. 1 1 { 1 I
<br />STRENGTH. 10, EACH REGULAR STORY PANEL MIN LENGTHS OVER W-8 THROUGH 12'-/'. AS PER SECTIONS 6. S. 9 a 10 AND ALTERNATIVES SW. .2.125' I E2p'f 1--L25t t I I I T I E0 I .
<br />7 ANCHORS TO WALL SIMIt (E AS FOLLOWS: 9W a TOM ON SHEETS 5, 6 A 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MAIONG RISTRUC1`W OWNER OR IEYYE JJ�I .bo - T (_ --_-).125' - T __ _ F I I v ..
<br />TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURHO PUIIODS OF HURRICANE WARNING. '-'' �' iE a .37s'I . + I I I I 1 _,
<br />(A) TO EXStING PIXIIIFD CONNCIETE. 11. THE (NSTALIATION CONTRACTOR IS TO SEAIJCAULIt Nl SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUUMS CONTACT WITH 1 aw I jIl 1/IAL R _w< - -S' Yw. --... - I.SDO•. - 1.500 -•�I I I I I N '`
<br />- 1/{'. TAPCON ANCHORS AS MANUFACTURED BY I.T.W SUILDEX. INC. (Mn rc-3192 Psi) THE BIALDING TO PREVENT AND/RAIN INTRUSION /� - ® ®O � - -- - ' I--- I , I _ I - _ � 1 I .� I
<br />- 1/{• .. 7/8• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT NC. (MN. N'c-3000 p...i.) PROVIDED BY THE JURISDICTION WHERE PERMIT R APPLIED r0 ISOMETRIC VIEW DETAIL L' 2.000' L'- ' __ OI O -. 1._ ._� _ (__ __ :__ N ,
<br />- ,/{•. ,I 3/{' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SSW, BOLT a SPECIALTY CO. 12. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ROUNDED CORNEA s ENDS OF PANEL'S IR . . M D.M.. 4 + . -- -: I o - i - o -- - s : •
<br />�- -- 2 000' 1
<br />(16r,. rc-300o P•.-) ENO UP w HEMMED EDGE. ^^'' - + - )
<br />/1{-ID PANELMATE FEMALE D a PAN¢MATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS . (NT.S) O Wh HEADER (� U HEADER O ANGtLE © ANGLE WITH STUD ® ANGLE WITH ®+©•&®• &rr L' 13 (.) THIS PRODUCT CIFICEVALUATION DOCUMENT R E.TH PREPARED SY TS ENGINEER R GENERIC AND DOES NOT PRONOE IIEORLNTDN - .1
<br />(ON . rc.J]50 D..i.) FOR A SITE SPECIFIC PROVER: LW WERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. REVERSE STUD - Y MR. - i/4. 2/4, 3/4, 4/4, 5/5, 7/5, 3• IMX
<br />- I/{Y CF TIP -GRAN ANCHORS. AS MANUFACTURED BY TNT! -FAST CORPORATION (rc.3600 v..,.) (. _-- --1 VANES f' MIN. - -1' Yet. -' 2 - f,.._ -
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND RISTAUATDN INCLUDING LIFE SAFETY OF THIS PROD I1Cl I SEE W. 1W/10, 2W/10, 3W/10. 4W/10, 6/5C . .
<br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/1•, 2- FOR PANELMATE FEMALE BASED ON THIS PE.D. PROVIDED HE/SHE DUES NOT DEMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. �-1 ,/I. A 2/1. .�. .374]7{• SW 1O, BW 11 A 7W 11 �`.�
<br />TIP. TOP EDGE -- -0", .OW - .750' - / 6W/it D AND PIVNFNALTE RlK AND 1 1/1' FOR CF TAP -GNP A/ICHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 _ -D
<br />, 3w,OF PAIQ .1a6'«.1aal� JIG'f_ -J_ -_1. i _ ..I 125" 1/{'•-20, 3" RRNS ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS S a 9.. _ - . . _ __- .A2) CAUL -IN a SOLID -SET ANCHORS SHALL 9E EMBEDDED 7/8• IN O THE POURED CONCRETE. NO EMBEDMENT INTO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. �', 1T,--
<br />r y-I1f._- 1.1 f.. '.8.¢ STUD Is.E'fED 10 --_-----___-__�_-.-LOR w000 SEE SECTIONS ON SHEETS 10 a 11 JSTUCCO SHALL BE PERMITTED. 1/{' .-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SOULD STUCCO EXIST. I 1.{07.1.00.J'625' i 3i5' L _�-., - - _.-�5 0' ANOtE • ,a ,/2'OC, / `� -
<br />NO 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR AL TREADED SCREWS W/O HEAD. (d) SITE SPECR"IC PROJECTS SHAL BE PREPARED BY A FLOIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TQ 1 671'
<br />BUT WITH WING NUTS. ENGINEER Or RECORD (EOR) FOR THE PROJECT AND WAD WILL BE RESPONSIBLE FOR TE L- -- 1.]IS' �062_1.67,•1.50C
<br />, 1.015•
<br />PROPER USE OF 1H P.ED. EWGNEQi OF RFCORO. SITEI: AS I C ORAUFD ENGINEER TO THE 6/ L AT _--_, -)- •-�;5. 1 __ - - t H LS C1) A fk ELEVATION
<br />AJ) N CJUSi TINT PRECASt STONE. PRECAST CONCRETE PANELS, PAVERS, H THE AI WOOD BOARDS BE FOUND ON THIE P.ED ENGNEER, SHALL SVBMR TO TH15 UTTER TFE SITE SPECFIC DRAWINGS FOR REVIEW. AVER ,9S71. DUSTING WALL OR f100R•ANCHORS $HALL LOAD ENOUGH TO REACH iNE IMNN $7RUCTVRE BEHND SUCH --
<br />(.) THIS P.E . SHALL BEAR THE DATE AND ORDNAL SEAL AND SIGNAT1IRE OF THE PROFESSIONAL EVtIn PAI1Ei � + -la -_ I�' - Oe{• Ni.$.
<br />PANE15 ANCIIORAOESINLL 9E AS NIXfI0NE0 IN AI) AND W AZ). --- 2.000' --
<br />ENGINEER Or RECORD IHNT PREPARED IT 7.000• OKEY HOLE WASHER y-iTI1',)
<br />(Bl i0 ESTNG r- tE ORS ANAL ASDI C-90: 1{. SWITER MANUFACTURER'S LABEL SILL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4' M... GAP
<br />- 1/{' . m 7/8' ANCHORS AS ORS.MANUFACTUREDMANUFACTURED
<br />AC I, r. W. DEWALT. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 17D9.9-3 OF RONOA BUILDING CODE, OIE LABEL --.053' © WF• TRACK ANGLE ® ,j/g• •F' TRACK ® FLAT PLATED 2.6P
<br />f /1' • . 7/6' CALK N ANCHORS. AS YMIUFACTUREp BY pEWALT Inc. (MN. I'c.1500 P.tl.) SHALL BE PLACED FOR EVERY OPENING. LABELING To COMP'♦ "Y' SECTION 1709.9.2 OF THE 0.036- (MIn) --"'DB{' LLr to" -0
<br />A P ,�[/
<br />(MN r-law P.. �) INTS Drwwmc SHALL
<br />a/aT BE USED To Mn. ,s• Lnlc - - - - 1 - N �� A; TI 7, -
<br />/1{-10 PANEIWTE fE11NF NAND PAN¢1MTE PLUS ANCHORS. AS MANUFACTURED BY ElCO CONSTRICTION OBTAIN PERMITS N THE STATE Oi nL1ApA - -_ - I P,�' � A'
<br />PRODUCTS (YN rv2p]1 p..'.) 11IIIUMMua y,- I 1 Da3• *I vCEN '•.
<br />1/4• . CF TAP
<br />ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION -D`` ok.:A. T11/'/; ,111 .381. A75•. - - 1/1• ,�M�IMH
<br />T4
<br />B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ¢CO PAXE]AN1Q AND CF TAP -GRIP ANCHOA, INTO THE P Jv At �i FLORIDA BUILDING CODE Hf h Velocity Hu, rican* Zon• L - -� 3i5' - �,11.000_ 1 ? No. 44167 •. # ,.'I'•STr•P p: •.... /T✓
<br />BLOCK UNIT SHALL BE 1 1//'. ' • — nT¢o, Wc. - . +- - 's * t # FLORIDA BUILDING CODE (High Velocity Hurrieon6 Zom -� y1 EN ''•.T FLORIDA BUILDING CODE (High VelocityNu cam Zone
<br />20 GAGE GALVANIZED STEEL STORM PANEL `P- - ie , ---- -�-_I IMP. BOTTOM i
<br />NO. 167 : I IXtAw 6n o93 IITCKi1 -IDLE a PAIL STATE •� w.Go nT60. Mc rl . 100 u¢q .Mc F).
<br />9.2) CA K-IN A SOLID -SET ANCHORS SHALL BE EMBEDDED 7/a' INro THE CONCRETE eLoa UNIT No ..,�•,�A• : _ /w ( 3L .12s 75' TED RANG Nur {•Qy It. •: W 20 GAGE GALVANIZED STEEL STd(Y PAMEL a OWN 91, _ HO 44167 20 GAGE GALVANIZED STEEL STORY PANEL �,e„ N.
<br />INTO STUCCO Awl BE PERYITTFO- ./{• 6-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO i "�A, 1D.�AE' -
<br />jTk- - GLOBAL PROTECTION PRODUCTS, U.C.LC® KEY HOLE s H ♦ : #
<br />EXIST. AND 1' MWHNM FOR WALLS WITH NO STUCCO. L SiAT - _-. , IL E C O INC. OA1L 2.000'--- s e Wge/a.9. SECTION A —A. #. * - ��: D/7./.le.
<br />'�1'•. OF / aaeo E. st s,WrET �, AT PANEL ,,kps �...� GLOBAL PROTECTION PRODUCT$, LLC. WRL H.�---�' GLOBAL PROTECTION PRODUCTS. U.C. 6,,,L
<br />?' O F-yN.,�z n µT'9NMG A [M�NNG mMPAn Iw1E FL ]33v FA O / �' IL E C C IMC. N.T.S. - ATE fir' �, IL E C O IMC.
<br />L r - ,Ne.a A .F. 'HOW (n )B-T6r6, F. tIN.)mG 'T 20-176 • IWm S.W 5, Saw am Se. 51 EnWET
<br />e, - 10R DP P..•„_- - DaA.N-1Y. 8 2 X7•X1/4• i _ _
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<br />'•Rh, VS/0" E \ r/�"n WN.TCA A TW1Jf v P.E. Y - M MOT 1 ar a ALUMINUM ANGLE YdDIl1MC 'AIWQ W/ AppDDMW 1LiNG • Fro AIR M1WW. (L w11 �IO n ... �' /� am rH-1Y1 1lemme9 ,w
<br />/ u. Haw R r A wn.a• R nl.. P„(K B61 fee11.N-e") 2D-176 ••��SL 'YH,M1,y,ISrI•Ll h TIw�TESIN9 • Arun DOL NL m'• 20-176
<br />•/1 TAt 11, _ • 7/e UTHIC • t1AWER / ADDIE9$ u-o5a719 �r wr r.. �,,0/L• •. O ..I kc'A'ZrJ ]N, a �q.-a666719 •r6a K aN« rIIaG Wer
<br />OCR.„_ .W . (Man -,., F ... Fee -
<br />OR NOTF3 Perm STEEL). L SEAL/SOMUM[/Wrz R.UER A 1XLIt Jr., PL Orr- N nXE/Grz toe A•
<br />eIEEI 2 ar N I NNI eALtq A nLR , P.L Y'. as RRT 3 er N
<br />INSTALLATION DETAILS FOR REGULAR PANELS Cl) dt A END CLOSURES DEUILS FOR INSTALLATION IN POKED OONCREIF-
<br />INSTALLATION DETAILS FOR REGULAR PANELSa A a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QXCRETE ROCK OR WOW INSTALLATION DETAILS FOR REGULAR PANELSC1i A CIA
<br />INTO ECONORM XISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES GomommANCHOR5 =1211 Lprw—wE,. 1. I/•n;el,•�u�/� VAUD FOR REAM UFE SVEi� A D E Z WING SrM PANE SYSiEi� INTO
<br />ED EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />car+aElE AICICRS SHEE/5 0a TH UUOM e) ----- ED.--- COIDREIE AIRrQN6 „• SHQ15 a TNa0,1W011 q ` NF 509LLA! pl IHFLr e a a) (S QTS a DMO,IGMWHEDIAL � 9) \`iA • .' at.-.�Yln.' R a rif w wM( 1 r•' - 1EpI11C��f E E t- - CONC ANCHORS EORNP4TE M,CHIORS --3,_�CONCRETE ANCHDRS' O,RRLAR^6 LnCr1ANCHOM FOR CONCRETE SEE 05DoN SULE HEET Ida I �Y• ire 3* M- CIO -momm-A
<br />CDUSTING POURED+ `III /a' 1 QAVOUP" REQUIRED
<br />(NE RIIEDIAZ ON l5u ]a•DIR[ W ` REOURIEIf \ O , kit,� �a' .s pis 1 �: -- '-"- -1 MEET w i�+EE SCXFwII1 ON __ DA _I eB MW --,
<br />SRI6 a TINAOUCN 1) EX T) SHms 5 THROGH 9 f jj'' - 1 E� p �9 � SLEET 9) L
<br />rat,,,�--"
<br />J,/•. \ _• �`,,`_ .....I(.- :.\:`, �� : ` ,/7• ," urn.-, .•.- •• A.. Rn f£__ t/7_'-T,''-- .-71G,1/I•w0/>t• e"G PpREO-. �; 1 E.D. \ (:) j m7Gn®-. s�I•°•Ira� r - ----- ff Bit
<br />--- - ----- ' II 1- - --y nW'
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<br />.., .. .. ... 11 `\ , .. ITT ,•• -1 1 1 ,'7; I 1 O _, T./'e�o: , o• L_-\J� I 1 = I - ) ) - l CD,y
<br />Cosmic POURED ED. I t I -- 1 1 0 1 _ ) I I I, I `/
<br />REpIRED I 2 I I _{ S 1 J,H D USTYO POURED I '1`1� I - EA. \ ®J I t om` ' �` 1 r _ I 1 Y-n. H .. Jr - NI L e0 E' I \ I I I I I FOR
<br />1) y1 CONCRETE REQUIRED.. I \. , rill ...J EXISTING POURED I 1 1;" L11 1 1 1 I I OF MAX _
<br />ova I P+N DDDiii1 ��j t /.y.,,/ DDOIII 1 CONCRETE OR - 1 I /� 000. 1' _ ' '� -1 - Ew E, E.D. E.D. \ I I
<br />`i,. ail' . I I N ..: \ I a•-" ♦ .. \ \ I a' 1 + CONCRETE . + I . 7 1 - r - 1 P"+ f11 _ __y -. - l _ __ Z e
<br />I I �• , oar sTW • I aDW .no • 1 + REOUmREp. + 1 \J _ _ 1 �P - - - -i1 I 'RAM, fr E. I I E nr i us r I 7, 04 1 1 I I � 2�� -- - J ..<[ I ,/••.-A,' - -gy ma WIto alA6 I 1 I` 1 I 9a saauE !r' !J I 1 'i.. ` \\ \1. � '• I Q':. ..? 7 ,N `7y3 I 1 1 .y m A • i.Z Pa . t,rx,: a moo N,w i I .x.(�. . ;, I ,I: ,- I __ qsa tr.�1 b 'rR. 1r 9EPAARaM I e.IN®,AL I O 8 ' a eN¢,. I - t I I + - _...-- I--- CASE A PLAN] l:J-`>7 ` N I u eDtts e/ 1• irIA r. scAx
<br />I t mA1 I ON .16r s ' �- W M .* I I I L SCALE 1/16.1' Vann ,.A aH. slant I Hr MrWR13NIQUIR,aN i ) swRoaN to I o•Ra,o, to I A OYDI.v • fliR,' ,, •-'? T I - - a
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<br />I I �( ; . --- -' ,�,' - -' 1 I I .. 1 'n Ia1 -I I DI �H FLUME ]/,e-t• :,i _
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<br />I 1 1 ,Fib 1 R 1 1 1 I ' 2 I IX W 6 I �61, ,tr'•. I /e Gj1 i /Wy I n . I I. ,, [0
<br />I 1 O i I I 7 i '•� i i I OH MITT e 1 "`JJJJ ' 1p1I m O,A' 9l �' 1 rOm Iwo '�®, • t Y,• 1 I'W5U6 N111 i fAW .1 - '_I d: 17WR0 i WU • I_ - __ _.1 I7A• ] ss MIS W/ 1 - 1 I r i ii.
<br />or
<br />1 •ROC. IAWm, . Q.c INTO S I
<br />CmmL
<br />/.. I i I I 3 I OON SAND a .- ": �. I ;rOR Yn, OMAMN ' i I O , IO„aK IPGw X I -.. _ 1 I
<br />1.-,,� I I I S I I Art • ] an I I 10 0.NE I ', I 1 r. r, WIr. ,s,I. ,s Ae•s . 3 ' J II ■ I I _ - '1 $ I V/n.G Y. r.•HSMr ,.• 1. - l - L_..._ _ 1 I I II ST 1 EmOR"PA,B•• ' :\ I It 1/: oG 4n j VON CIO • I 1 ' 'IMN� ;yI 23• w,Rl'w.l r•w'ur^ 1. _ _--- �. r -.. _ r (..-- - _- - I - I I
<br />\ and
<br />1 '
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<br />Ii! o p
<br />Ex6TNG POURED . D. I Ma}.. _ z , Oc. , I r % . ; r;,: (;:;:: I w 1 ... I ! , I •` I • I I r P( _
<br />cJ • 0(
<br />1 1
<br />I ) A%• ED, EXIST
<br />POURED ED, I ,E 1 1 ,
<br />CONCRETE OR ---/' EXISTING P0WC0,_. 1 /2' of 1 • n ,/J 0 I I -- I 1 -
<br />CONCRETE BLACK j - '---'-' - I I r� CONCRETE OR __. _. 1 CONCRETE BR CK I - r I r' t / :' r Mm I /-�\\ I ! I s
<br />REa+"E0 -i ' , ?�OC6 r I - _. _. I CoNown BLOOD CONCRETE BLOCK , I i" I w` \ rMRm ,Wn.L6p.peE I-Cu,Yp -a0_I SOR I 1 •IM/a 11(M 3.I. Ma.. [ '
<br />. ,. 1- CtAs OLAL --1 CD V
<br />I REOURED. ,/Y •EN%lRED , 1/Y EXI6'TMG I(X.1ED Eo. 1 �a rV.'am IIII,• OSOE.F IL, DF 1' OI.I6-1 SpX J• 11Pr. - D.Y..®OCR® 11a t• yi,
<br />93o T `.`. I% '. -1 :�: 1 �' - it 1 E- --I .__T• Mh.J LroCOMQE'FwW, aiaom I ED I CASE C fPIJ►N] ,1 , ,... !T uA1c .;G Q) M t wIx !._ _ _ ANCHORS FOR CONCRETE FEE SCHEDULE ON SHEET 9-.-._ _
<br />j t EXISTING POURED: O, .-,' MA. `, ,Eo,Mm. 1 EXISTING POURED I SCALd 3/, 6-1• D (PLAN) lY '• FOR W000 SEE SECTIONS as SHEET to
<br />( _. -.--- CONCRETE Y .0L WILE 1 /
<br />REQUIRED. .J3/{'•- .`. Oaw `-- -�/•"- S " •: I coHCREtE OCR _.. _ - 1 7/eI,W]/s3'. '"I
<br />wIKRETE • SAID- ': r..L. q rnNclarc MOORS E.O. .4_ a cWal,a6 mHEJe3D A,IpIOM 4 14nT 1, rWI• 4 �, .,.- ,LE T.n 1 CONCRETE BLOCK /' I.- • sa. F.I.nL ] E "Ir ,, E.D./ REGULAR ST r1r
<br />CASE r
<br />�, c•.A .• I RCWRFD. 1 2 , L • E o '�- w n1• r ........ r,a1o. u o 9GLE 3/7a •'•
<br />s'nGaB1ED / -- O ELL O .N:�c eOILIETE MNOIoRt ,`; ICI, oe /. , 1 / ' -' nn'-M]�.u• n.• �•"W.r Or.uWIA stP"r`A s'<,..� ii ,s .O� PANELS A( fl1 EL _ATN)N
<br />(9s1 SCHEDULE W- (39 ]ONEDA2 ON - Ma 90.004E oN-
<br />((SX S e ULE a-� e) 9NRE/s a 1NR000H 0) \ aHQTS a TMOtIO, e) 9Qn a TIIIOUp1 9> r9 lI MD ANOIN % --- _ t11 " 1 1fl, aO.PWW .m ' . w.- n - a..eauN s -t�]'
<br />/: nG • - '
<br />Ep
<br />COWMM ANCHORS -' M' naa. - M AN,nNt 1' l - J + t//' MAX. GAP O
<br />PLUS QR (: TAP_al. (WE sc"[D= 0„ O _ _ _ _ T
<br />��-
<br />(>II SC EDU E$ ON c-•{ .L.--- I I 7 .Soo• { N 2.67' -' �•
<br />.ffiffigSNEETS a T191000P U
<br />WALL. MQU G CEILING Albin MOUNTING BUILD F ALTERNATE fiffiff MIOUNTIHQ A.idammS,IEE15 s • a) /, H /� I'N v. ,' - T '.�{'.-ap.3/1' S.S. BOLT �% -- L ) U.n O.ERAPr 1 MDIE tAELEl1 ■ ■
<br />SCALE 9GYE 3/8-I- SCALL 7/a-1• SCALE 3/8-1- SCALE 3/e.,- cllae0~ 60t maltV Ne® I,I.R• _"1M' W/ 7/B•a3/SY ONO
<br />NUT
<br />'. CONE CONCRETE
<br />ON _ _- .s�.._ - - - _ - ��.,- -O eMM�
<br />.EMI. PARR OIDWM NItX,O--- " �j -©WH® , a,l. • 1a 5 O.C. OONOETE M,dgR9 O-MMM ._ ... _ _. _ -. _
<br />CONCRETE ANCHORS .
<br />SG1lE 3/6. 1' / ._._ ._
<br />_ W- boo,•�m,'�' _ _QMCFW D MoHoms S,AOOER[O _ SHEET 9) t /' MAX.X.
<br />I I E.D. •EDGE DISTANCE - SEE SCHEDULE ON (Dame S.W .) 5>�T 9) CUINtr al 'C'n^
<br />THEIOX ALUM. A V DR ,• . ( CASE F Ijf+LA/t] �{p� SECTION A -A (Tvo.] V I
<br />I 1 _ G� E Of EXK7IND •HEW 1' WIDE . VARIES x 1/a' E.D. EDGE DISTANCE •/ SEW (SE[ SGIIEDNE ON (SEE 9X}EOUF ON
<br />1 9R SG•mUIE I (SEE SCHEDULE ON CONORf7E OR fAIMLr[rz BLOCK
<br />-�oll a' a•�'[rNEPap, I O 5 SHEETS 8 8 9) _ _. WOOD t1AN0 0/ P.T. ,Y000 PALATE SPACER :� - �/1�J SHEETS 8 h 9) SOME 3/,6-t' - St TXNCIEIE OR CbNtRCTD BLOCX REQUIRED SCALE 3/32'.t•
<br />I TO A.c i
<br />♦ NEW I' WIDE . V RES . 1/8 / NOTE FOR COMBINATION a SECTIONS: - "Rau RfDUWIED i_
<br />1 r.-. T NR9 181E FOR lY)MB8NNITON OF SFCf1ONS: 1 pT WODO PLATE SPACER :�� I
<br />' I TOP k BOTTOM MOUNTINGS CAN BE
<br />' I 'A''O • c . so" TRACK CONCRETE ANCHORS %. I COMBINED IN ANY WAY TO SUIT ANY CASE E fPLAN]
<br />I I ,t ,p• oA M MIMnIrr TOP k i�iTOM MOUNnNIw'S CAN BF .. I y/a.L
<br />I 0Ne I I Alt/t +NIA COMBINED IN ANY WAY TO SUIT ANY d (SEE suNEDtAE ON 1 INSTALLATION- wWE ]/,e-1• 9011E 3/5-/• srAWE 3/8-1• SCALE
<br />' I 1 Ea A• T/ /'' INSTALLATION. SHEETS a THROUGH 9) / I TACK Ce,nl. , MIWNI•IIIso L1J
<br />VCEN ✓ L !ip SE........,A. J.
<br />1 ;\ _ ••.S•• 9 EXISTING POURED ••,✓ y�•'�
<br />r'' •.
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