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<br />EYAI�UATION REPOH'EjyO. 20-0729_0E 2
<br />PRODCTUFYA,LUAT[ON REPORT NO. 20-B72YA1 7
<br />I Ll ECOPRODUCT
<br />INC-
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2 2`LEST REPORTS:
<br />6 MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />_
<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 />WATTF.R A. TT P. LLTT.IR: E. P.I!,L ..1,, COm
<br />,-LrB.tlr�'M-3RNAIA7
<br />201, 203 as per section 162fi of the Florida Building Cede. Uniform static loads
<br />P 9
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
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<br />fLCN LL-N,, oof 7P9
<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 end 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/18/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 0912011996, 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 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONSSSSSSLO SI
<br />REPORT NO.: 20-0728.01
<br />0219.01.09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />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 CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2. ".STRUCTURAL ENGINEERING CALCULATIQNS;
<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
<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 />LLC
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E,
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc, (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61G20-3, Method 1 D of the Florlda Department of Buslness and
<br />4. WIND LOADS RESI�ANCL
<br />„"1101INIOn"fA
<br />"
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />�\�N.1'PA•T1(44'No,�
<br />`a Y� .• "•, ,� ys
<br />,!Z 1, 1 1yI9,P`-....y
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />P P
<br />pressures. Maximum panel length shall boas 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 />- - z
<br />-�-m- 44167
<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 />I STATE DF
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluator Document (P.E.D.),
<br />drawing
<br />drawing No. 20.176.
<br />_'=a 11c'*-o'•.
<br />T % 0, .,°(QA1Q..`.,;�" s
<br />This Product Evaluation Report shall be subject to review and revision In case of
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<br />r8
<br />a Building Code change that may affect Its limitations and conditions
<br />-INSTALLATION_
<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 />WATILL
<br />D'l TILTECO AOMON RECORDS l P. E. REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC I, 20 GAGE
<br />2.7. PRODUCT EVALUATION DOCUMENT (P.E�D.):
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />GALVANVED STEEL STORM PANL'I ORWG7020-1781REPORT e20-0728.01
<br />Drawing No. 20-176, titled M20 GAGE GALVANIZED STEEL STORM PANEL",
<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 partlgi,Qplsfr0F
<br />F71 irlt'yANi
<br />Evaluation Report.
<br />`,LLLILkiIA
<br />_.
<br />``�0�ta FNSC1iT/i
<br />_ .`'JQ��PGENSF %/1q.
<br />No 44167 =
<br />-- r' ' -NI." 1167 s
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<br />O,E- 't(OPIOP,• .42
<br />o'• STATE OF /z� r
<br />-� - ;Oi ' F(O+-Rk�
<br />.IFS•.,. �.NN`�
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phi -me: (305) 871-1530 -�iYg s/ i9°31
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<br />FSSi "ENS{`�
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<br />ILI ECO INc-
<br />TILLIT TESTING It: ENGINEERING COMPANY
<br />WALTERA. TIL_IT, a, P.E. tilt yaolX0ln
<br />PRODUCT EVALUATION REPORT R.pR,.Ra NANA 4+L67
<br />F LI.A. L YE Wi. AT6!19
<br />REPORT NO.:
<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 />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 Walter A. Tillit, Jr„ P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I of the Florida Department of Buslness 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 />a. EVIDENCE SUBMITTED:
<br />Z-PRODUCT EVALUATION DOCUMENT -F-D.}
<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 07127/2020. This drawing is an inte$RtgdkU'IitrsjpIs
<br />Evaluation Report. ``` �E L(/ A/,,,
<br />- ,xN ." `\LENS ' .G O •z
<br />F
<br />s � Ma'id167
<br />_$"' * '*_
<br />'= fl' STATE OF r�rr s
<br />%IS,` �..'�C0Rt0A.�... s ra
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871- ' ,._ l-4(3531,8di-1531
<br />PRODUCT 'V L LATIONy R RTNO, 20-0727.02 2
<br />22. TEST REPORT$;
<br />Large missile impact load tests were performed under SSTO 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 r AS
<br />TM STM 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, 2009, 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 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 Grata, 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 Jaclofeno, 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 12118/10 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 1809.1.2 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 />QJ 1A 11�II�C0T
<br />S -o', STATE OF
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<br />,0NALic k`�`
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<br />PRODUCT EVALLATION aMRT NO 20,0727 01 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. 15 and 18 of IS, of Product Evaluation Document
<br />(P,E.D.), drawing No. 20-176.
<br />6. 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 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 Tilteco, Inc. and signed and sealed by Walter A. Tillit, 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 Waiter A. Tilllt, Jr., P.E. (Florida License
<br />No, 44167), President of TiReoo, Inc. (Florida CA-0006719).
<br />..-' '\CENs� -`'�
<br />7,2% ' Tt
<br />WATTLE TA��F
<br />D:I TILTEGO ADPAON RECORD81 P E. REPORT.20 i GLOBAL P`I01% }N PAT
<br />tltlQL'CS, LL00
<br />GALVANIZED STEEL STORM PANEL \DRWGM20-175{fREPORT 9!20.072- ,,(-••. I I
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<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/1, 4/4. 5/5, 7/s.
<br />GENERAL NOTES: 63) IN (ASE T1AI PRE(:AS: STONE. UR PRECAST CONCRETE PA;EL S. s'JCCO OP WOUO BCNWpS RE FWNI ON ,HE (SCALE 1/2>=17
<br />AKM Fm-=-QML SNAMM IMEL EXISTING WN L. ANCHORS Stink BE LG1KC, ENOOCI To REACH I.IL MAN 51FIVOURE 9EwND SUCI4 PANELS IW/10, 2W/10, 3W/10. 4W/10, 6/5
<br />1 STORM PANEL SHOWN ON THIS PRODUCT EVALW(ION DOCUMENT (PE0) HAE. BEEN VENtlL FOR Cov.,ANFA N ANCHORAGE SHALL BE .5 MENTIONED II & 1) AN' IN B2) - 15196- (TOTAL WR)IN) � - - 15196' (TOTAL WIDTH) _ 5W/10, 6W/11 & 7W/11
<br />ACCORDANCE wGH THE 7020 (71N EDInAN) Cr T.IE FI DP.OA BUILDING CODE :il i(' LAISM _tWD _i N. SPICIRC_.9lATT'_ --235 wn.: _ -. _. 12.500" rErrEnNE WIDTH)
<br />1/4-9 ARCON ANCHORS. AS MAN( AGTOREV BY T W BUCDLA. INC 3' MAX ANC11pi5. FOR COi�RETE 9EE SCHECULL ON SHEETS e k 9 3' MILK
<br />0C5!Ui 'MID LOAC- Sw4E BE DELERMINE'N AS PER SF.G',ON 16900E 7HE AB'JVC YEH !DIVED (.nDF., _ b - - - 6.150' - - FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 - I. M91
<br />FOR A WINO SPEED AS RCDURED By THE L;EwCnGN WHERE THESE SHUTTERS - BE INSTALLCT AND - 114 n PANLUAI E FEMALE ID AND FANE',"TE LJS W('HiW`_•. AS FAN Je ACtURED W ELCO CCNSTT ,-Ttr)N P.,0OLKTS 1/+• - Y 1• V. J
<br />FOR A UINECTIGNALII i - ' 4.9 IAA SCREWS PER N U.S. - - ' S00• , -• 500• -'
<br />ACTOR Kd-O 65 DING TSCC 7 Lj AND S, ! N16 EXC;EEO THE 4AXW1lIM [AS O) / t - 1 SISo' ` 1.3`,0' .3EIr0 .\-.1.35p• _ 36- ZED TICK - 1.350' - '♦ •
<br />O O D
<br />7%16'R v S 6- WIiOf. BUSHING. AS 0,51R:BUTEO By Nl POINT SCFfW. BOLT A SF'fC,ut'y b � ! 1 � _ I --- _
<br />DESIGN PRESSURE RATING$ WOICI'IT.D ON SHEETS 7 THRtI 11. I4 I6, 19 A 2U - / - _ }pp _ _ _ _ _ _ _ IMyt %'�' GILVAMZm S1EE - - -_ - - :Ti /
<br />M ORDER 1G VERIFY T,E ABOVi CUNLNItOa,"TIr4iF DESIGN WRHD LOADS DETERYINECI PER ASCE (-r6 C', WNIW4 nRUDED pEhET RA1pN Mt0 HOOD TAPCnN AICHORS >NALL (iE 1 1/?' WC 2' CYAN F-CO PANELM-iE PLUS I j•� _ k 1 .+ J6 `ryp• �'I-T.• ! `., 0 !$TM A_� L ' �]__. D. M.. O. (�). (�) _ _ T__..,_-.- _. ._...-_-____� _ ,_ __.__ T. f. 1 1 .I�� `F�..�
<br />SMALL BE FIkSi REvlK1D ;0 A.5.0 DESK!- WIND lCADS BY YJ'_TIPL.t1NL. THEM BY O6 IN DRE'ER i.J NID PANCINALF FFM`UF .0 S 0036 rlw MIC( \ // HEMMED • `q CRALt 50 YN/IYVy� H EED 1aU _ _ _ -Y_ _ ___ _... C�
<br />COMPARE TH(yF W/ MAF (xS0) DESIGN PRESSURE RATtaC.S RN^v1GA:_L ON SHEETS . •HRU 1;, !+. 15., ,6, 19 k iO ' / A- •. 2QS7' GALVA7.IIN STEEL �, ` EDGE 7 I • 2'657' G-W GALV !J O� O ® � 0.•}
<br />-, C.Ji M,IVAHUM tHRE>LIED PEHETPAT'ON UI' LAC SCREW, W:0 P'C WOOEI FRAME LINI' Stiµl BF. 2' NU IH, A G �' 2 • , HEMMEDIMP '', /STY ED `- ! I. I 'ERREED �., , , _
<br />1N UHiDEA 1G VERIFY 1HA. ANL.MRS 6N THIS P EC A$ TESTEL WERE Mf t/VEN SIRCSSkU, A SSA INCREASE IN ALLOWABLE PENETRA110N IFI10 Si Uff_0 SHµ. OF CONSIDERED AS PART iYr nH[ REOL'4RED THREADED nf1NCIRATIDN 2 0 ~ EDGE .,( CRAM 50 MINIMUM OLTfi0. A-r -, HCOGE TW .J/) �� A --I •.,/ I ! O
<br />STRESS FOR WING LOADS WAS [(N^'L LISTED ,N THEIR ANALYSIS FASTENERS WAC'.NI 1. WOOD HAS BEEN 3ETER4INED IN 'q 'S / G-60 LALV +\ ( 1� -� / I i I R 4 A/ 'a ,-
<br />M:CfWD/,NCE WITH h.D i. 2018 C li YR14UY EDGE F.Hti,ANCF '>r lJ'G is PEWS. 1A':J NOUD _VW_ & AS 'NdCATEG iN iNrS DkAAIIMG 1_yETAI A �. I +BSI /' 1 1.])CTAIL A +6.8' \N -W LT=
<br />STORM .'ANEL's AUE4UA^Y FCAf IMPACT ANU WIND RESISTANCE HU BEEN VCRIf1EL IN ACCORIWICE WPH SECTA?N !626 OF 1 _ - _ . _ .. _ _ , - - - - _ . -I I
<br />a
<br />THE ABOVE MENTIONCO CODF AS PER HURRICANE ENGINEtRRN; k TESTIM INC REPORTS 96-569, 96-570 A 96-TKO AND 1.+) WNIMHW-ENLREATof. CF WOOD HJS7mrG 5HN1 OF 5,/9' 1/4• 0-20 SCREWS USED SHµ; fiF I '/2' LONG WHIMUM -- I -1 3 I ' ' soCE '^"\ O-
<br />1
<br />4rVUl0 STUC--0 EAIST ANC, t' MINIMVM .T4p WN L`.. W(Tll NO STUCCO --6.250- L-1, 5p'-J - ... - O i I=
<br />FENESTRAOUN TESTING LAB INC REFpRS 12032 k 1112E . AS PROTOCOLS TAS -201 TAS207 AND TAS-703 - - i _ - I= Q
<br />AS WELL AS AMERICAN TEST TAB OF SUU1H FLORICA REPORT #0219.01 -09, AS PER TAS 2 . TAS 20; WD 1 - Q V G L• G"O'9
<br />PAS 70! STANDARDS . 5) NN C.4SF THA1 •'RECAST S-(1NE. OR PRECJ , CONCRETE FANGS, STUCCO UP w0DO BOARDS BE FM!ND ON THE LT,SIRN; Q1 STORM PANEL QI END STORM PANEL _ }---I = CC
<br />WALL. KICHORS SHµ1 BE LONG ENUVOH TO REACH •Hf IMNI STRUOTUR( BEHIND SUCH PANELS Jr, - 1 ♦ ! - E'V
<br />< ALL iLJMINL'V EXTRUSIONS '.r Of 5063-T6 4!Or AND TEMPER i,UNLE%: O'HERWSJ NOTED) SEE SHEET 2 AWA,N(RACE SHNi W AS MENT)ONEC! IN C !I .71 k C 4) TI �16J• - rA i 11 " • ' I I I , �+ = • � m ><
<br />1 ALL ALUMINUM SHEET WIN. USED AT CLOSJRES SHµt HAVE 3.105-HHN ALLOY, ' I1T - -- - `®®®ATE �' I 'I, N
<br />(Ul ANT'HOWS, $SAL: BE RCSTAI(ED FOULDWNG ALL Of IHC RECO..fNO1-,1O.S AND SPECIF,C•IIIUNS Of IHE ANJk S MANUFACTURER I250 `' - 2, I87' fO O
<br />PAW,IS [NO UP _ +; I R O lI- _ 1/+•F-M. f/4'0-20. .. I I `31 ... _ _ _ _ _ I fV L••,
<br />- Nl STEEL SHEET METµ PANELS SINE WVF S'R,N',T, ILAL DUAI,TY Snt1. 0.STV A-6Y3 CRADL k' YY4UY. .-6(? 1E10' _ _ .J50' - _
<br />GLVW12F0 STEEL CfSGw.P 6 PANELS 41Y ALSO ESE INSTALLET; HORTI-(NIµ 1 10L0An,', NFAL,AT-01 DETAILS SHCWN DTI SECI'oN 3 THRrn:GH IC (SHEETS + ! 250' JW 201 SEECS 3IM 9EPoTS _ ; BOLTED , BOLT W/ /8' , 0.1• V1 "T
<br />ON W/rY- S65 n !ATCR RUL.LL) w/ if[MMED COLT. I�.10O• I.TIS' ./50'- 'UNBOLTED PANELS ALS w y d O
<br />1HHgpX1H b) EXCEPT 'HAT HEADER' (� A �1 SHALL HUT BE I;Sfn -{ R O F--I�---��--�-1 - _ 55 STUD RIFTED 5.5. STA RMTE➢ _ S � �. S.S.5.5. M.S. ODl1 W/ J/8• . 3/37' r CV
<br />_C.sIC Ii , sm' , I 1➢,14 e 10 AaG 1 e I '(SEE SECTIONS AS 1 WNGNUTS o CA OMERt.AP p,7 �[
<br />1 ALL SCREWS TO 8F STAINLESS ','EEL JO/ CR )If NS SERIES OR CCRM75'ON RESISTANT COATED CARBON STEEL AS PER -
<br />9 IT SHAM EE iHF RESPDn58T TY d THE ',;ONIRN;TOR ,G vf,AIT THE SCIUNDRESS Or THE SIRUCTLN{E wHt R( SHURrR K TD 4R I i�T��ll II, 17 1/7' O.C. 12 `/7' O.C. APPL�..ABLE) , ? Ly
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