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/I A —IL I E 0 01 N c\�_
<br />TILLIT TESTING s ENGINEERING COMPANY
<br />PRODUCT E` i UATION REFOH'1' NO. 2O•I)728:0r 2
<br />2.2. TEST RE P0gTS:
<br />Urge missile Impact and fatigue ]Dad tests were performed under Protocols TAS
<br />pe
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />M0101 CT'EYA1 UATEONR EQBX NO. 20:87nM 3
<br />$. MATERIAL CHARACTERISTICS -AND —SPECIFICATIONS:
<br />Shall be strict) in accordance wkh General t a
<br />y al Notes and Components indicated on
<br />sheet 1, 2 and 22' of 26, of Product Evaluation Document(P. E.D. , drawing
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<br />WAT:TT3R A. TTLLIT, TIE; P.E, tiltec92tI.Cam
<br />FL P.S. LITtraet6, N41T
<br />PLF. Li,- a
<br />N .n6ntiny
<br />as per TAS 20? Protocol. Test reports prepared by Hurricane Engineering &
<br />No,20-776, Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996,
<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 04/16/1998 and
<br /># 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No,
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<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: July28, 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 of26 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. Tillie, Jr., P.E,
<br />PRODUCT SUB -CATEGORY; Stone Panels
<br />2.3. STRUCTURAL _ENG
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection Products LLC.
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shal l only be Installed Into poured concrete,; concrete block, and
<br />woad frame structures.
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />dated 11103108 and 03/12115, signed and seated by Walter A. Tillit, Jr., RE,
<br />1 PURPOSE OF EVALUATIQN:
<br />3 MISSILE IMPACT RESISTANCE'
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued b Walter A. Tills Jr, P.E. a
<br />epo Y t, (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.3, Method I of the Florida Department of Business and
<br />4—WIND RESISTANCE:
<br />I`IAI,,,nHMHF)nl,"N
<br />//�,�
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />'0"�XA�::., •
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<br />This product being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />" •
<br />! - -7,. -
<br />44167 :
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />z.
<br />0 176. Maximum Anchor Spacing shall be Indicated
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<br />_
<br />- = ; „v E
<br />— — x T+F.
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />as e o sheets 8 9 10 71
<br />P g a1 d n s
<br />14, 15, 17, 18, 19, 25 26
<br />'� _ '•. STATE OF EE
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<br />at least equivalent o that required
<br />p t qu edbytheCode.
<br />20 and of 26, of Product Evaluation Document (P.E. D.),
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<br />— ��--- eCOR '�`'
<br />drawing No, 20.176,
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<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />'re,, %onNAL� � a*�•
<br />"n'++pnrnui't
<br />a Building Code change that may affect Its limitations and conditions
<br />5 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 />DA TILTECO AOMON RECORDS I P. E. REPORT-21)1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />21 PRODUCT EVALUATION [3pCUJiIIENT E D
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELIDRVJG#20-1761 REPORTr20-0728.01
<br />Drawing No. 20-176, titled "20 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 07128/2020. This drawing Is an integral part pi tl1TTls
<br />„11u11N1l1, #„
<br />it„pitlfflrrM"
<br />Evaluation Report, ,#al!iI�A` .R A T/ltiA,.�y
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<br />1 / __ ,'fir. STATE OF
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<br />6355 N.W. 36th Street Suite 305, Miami, Florida 33.166 - Phone: (305) $71.1530 it s/ ",",N'
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<br />1111A7`.531
<br />/I I L I Er'-0 :;�
<br />TILLIT TESTING& ENGINEERING COMPANY
<br />WA A. TILLIT -E. tilt LTER ,1R,1' eca(sdaol.coln
<br />PRODUCT EVALUATION REPORT 11,P.r T,FoI k4 44L67
<br />FIA;.A. Li a Ie No. A7067I7
<br />REPORT NO.:
<br />20-0 727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY)
<br />Shutters
<br />PRODUCT SUB -CATEGORY;
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZEDSTEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection f!MdUVtL LLC
<br />48DO S.W. 51 Street
<br />Davis, 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 />61020-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described heroin, 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 MEAN:
<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 0712712020, This drawing is an intISeq�l[Bt+I I+,jJ)is
<br />Evaluation Report. ,R\LR jf/A"",
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<br />� A .rJ * 167
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<br />IDA
<br />6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1WP4A(3"Dt;s i-I531
<br />PRODUCT LI'VAI I:ATTfIN RFPnRT Nr). 20-0727.02 Z
<br />2.2• TEST REPORTS:
<br />Large missile impact food tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 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 />Largaospada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 81203 as per section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared byAmerlcan Testing Lab of South Florida;
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julia E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QG Metallurgical, Inc., dated March 13, MOO,
<br />si ne and I d sealed b Frank Grate P.E as per ASTM E-8 n
<br />9 Y P S and Tensile Test as
<br />per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2A ST_R_Ll_CtTURAL 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 08F27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. WSSILE 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, "NO 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 />ERODTtCT]f':VAi,UATIAN ORT NO. 20-0727112 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. 20.175.
<br />&. MATERIAL CHARACTERISTICS AND SPECIFICATIONS•
<br />Shall
<br />1 be stricty 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. Tllllt, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code:
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License
<br />No, 44167), President of Tikeco, Inc. (Florida CA-0006719).
<br />wATILL
<br />D_t TIL7ECt0 ADMON RECORDS 1 P. E. REPORT.2C
<br />CIALVANIZED STEEL STORM PANEL l DRWG # 20-1751
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<br />GENERA, COMPONENTS FOR REGULAR & LiFE SAFETY STORM PAtELS 1/4, 2/4, 3/4. 4/4, 5/5, 7/5,
<br />Tie IeA �� �� ��� 0.3) N C`Sr THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE (SCALE 1/2=1') 1W/1D, 2W/1D, 3W/1D, 4W/1O, 6
<br />tVALYL DMNC WUA1 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE RD" SUCH PANELS. /5
<br />1. STORM PANEL SHOAT/ T,W THIS PRODUCT EVALUATION DOCUMENT (P,ED.) HAS SEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 8.2). ___ ___._--_._— _ .._,____-..__-.I5.I". (TOTAL WIDTH)------ �_.._..�..».�.�_1s.19a" (TarAL wKAH}-_� _,..� SW/t 0, 6Wji t �4 TW%i t
<br />ACCORDANCE WITH THE 202G (Ab EDITION) OF THE FLORIDA BUILDING CODE. Ic) ]}j_rr i ram- E,°�.7QG fiitilki±% C D.Ss MiH.1:
<br />_..�.._12.50SP (EFFECTIVE WIDTH] I I 3" MAX ANCHORs:. FOR CONCRETE SEE SCHEDULE DN SHEETS a & 9_^ 3• I4AX
<br />1 4 1 TAPCON ' E 1^—'-E.2sD"---- —'1 I `1
<br />DESIGN 'MHO LOAF SHALL � DETERMINED AS PER SECTION 16200F THE ABOVE MENTIONED CODE, ANCHORS. PS MANUFACTURED $' I.T.W. 9L11LAEX. END. � t +F e I " ` MN. I FOR WOOD SEE SECTIONS ON SHEETS 10 k 11 I^ Ndl.?
<br />FOR A WIND SPEED AS REOLtlREO BY THE JURISDICTION WHERE THESE SHUTTERS WILL INSTALLED AND - fts-10 PANiDutTE FEMALE b AND PANFLMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, 1. j- _._..__�_ f '.........- k 3,gpn., , , I ° - r 0 ,�
<br />FOR A DIRECTIONALnY FACTOR Kd-O.as. USING ASCE 7-18 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) - 1/4.0 LAG SCREWS PER N.D.S. 1 �' \ 1- I r-. j I j f''- t•'-'1.3,'yD"••+• y15,t.. Dow INN. CA 1.J ---i 1 a ± a ;ate
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, I6. 19 AR 2L1- - 71leO x. 5Ja• WOOD BUSHING. AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECA.TY W. i , s
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN wXNO LOADS RE7ERMDNEO PER ASCE 7'-ta - � «- \ ,` ____.. _. _ / ___e___.__..__ __ _ '+.` '+, GALVMN12ED STEEL ••�`�"`"^7
<br />G.1 NgNIAIURA THREADED PENETRATOR YNr4 WOOD OF TAPWN ANCHORS SELA46 BE 7 S 2' AND 2` FOR ELCO PANELMATE PLUS ,✓ SHALL BE FIRST REDUCED 14 AS:0, DESIGN MND LOADS BY MULTIPLYING THEM BY 09 N ORDER TO ) f ., 1 x, P _ 0• '` Ab71A A-b33 f D,A'l..i l �, 4D, & f...`y'-'T"'-"'r__ i-r__T___T ..T-_._I I .,aT.._r.-.-._.f__r__ f _ ---�__T__Y__T ._T__T___T.__T_
<br />/ •�11� ,2`�9 > i V V I 1 , .. ! t 1 Y V ! 1 l t 14 -
<br />COMPMRE THESE Wf MAX (AS.0) DESIGN PRE59JTE RATINGS INDICATED ON SHEETS ? T)RRIU 12, 14, 75, 15, 19 & 20. AND PANELMAE FEMALE ID. w tr,{ ':t 24BST ' a / / I' I 2 j g0 v. N1 NEtf„"Y` 'e' .. 3 /-.,.* f•-„ /T`�.. , ' e��%�}. .�;
<br />C.2) MINIMUM THREAU)ED PENETRATION OF LAO SCREW. INTO THE WOW FRAME SANK SHALL. BE 1 t/2'. NO THREADED 2•' ` .250• r tIEMME'D Tl`P. A-6N 'E'" a.0� .2 + �M,. 111. DETAIL fi (loll {�d:R✓S t.Fsf} #} +,r p NHL
<br />S ESS FOR WIND
<br />L` THAT ANCHORS ON THIS P.E.D. NA TESTED WERE NOT OVER STRESSED X S B INCREASE N ED IN ALLOWABLE .,_,EDGE I EDGE t i
<br />PENETRATKN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. * GALV. r ff I
<br />MSTRE55 FOR MND LOADS WAS l USED IN TNENR ANALYSIS. FASFENElRS SPAC9NG TO WOOD FNS BEEN DETERAIN£D IN tXML X ,$.. I�-_ �.$ STOWACCORWNOE WITH NA S- aFOR C.3) MINIMUM EDGE DISTANCE OF LAC SCREWS. INTO WOW SHAL BE AS INDICATED IN THIS DRAWING L - _ _ _ _._ _._._ _ _.__ _ - - _ _ _._ I LLL /_I EO
<br />>_
<br />STORK PMNEME ZADEQUACY FOR IMPACT AND AND RESISTANCE HAS BEN VER N REPORTS
<br />"-569, WITH SECTION I628 AN '- _ • —O _ . _ _ _ _ _ .. _ _ - _ _._ _ _ _ _ _ _ _ _ _ Y 3 A
<br />THE OBOE MENTIONED CODE AS PER MIRRI:FNNf ENGINEERING & TESTING INC.dN'C. DEPORTS 9a-569, 96-570 & 96-T3D AND G{) MINIMUM PENETRATION OF WOW BUSHING SHALL 8E SJa' 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM .-., .1.350• 1. _ / t l�_ _. ' /'
<br />FENESTRATION TESTING LAB, INC., REPORTS p2032 & F2T25 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST. AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 25O" L350' _ ,1 ., _ .-"w ' - VrI I
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /0219.01-09, AS PER TAS 201, TAS 202 AND ir. / 1 (,- , ' :u
<br />TAS 203 STANDARDS. C.5) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE F'WN0 ON THE EXISTING O STORM PANEL © END STORM PANEL T l , -;'--1�-T(r /� Iv
<br />AALL. RAGE R5 SHALL S LONG NED IN A REACH C- MAIN STRUCTURE &URR7U) SUCH PANELS. f i�-J1I t 3-
<br />2. ALL ALUMINUM MRUS04S To BE SO63-Ta ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET Z . 2.147'
<br />ANCHORAGE S1RAt.1 BE AS MET/TONED IN CA). C.2) & C.4) /, .-�, A , C
<br />3. ALL ALUMINUM SKEET METAL USED AT CLOSURES SHALL HAVE 3105-H74 ALLOY. t __-___..._-. / I •� :
<br />_ _ _ b - i,1%
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEC#ICATIONS OF THE ANCHOR'S MANUFACTURER. I.250'- - --2L 11I _ tii _ 9
<br />4. ALJ. STEEL- S1itF METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL. As^1M Md5.3 GRADE 5O MINYUN, C-fi0 PAA4- rAYi LP \ I I 1250' _ ,•7CO` .8i0a`� �--.750-r-1.,�p' 1/� 6 ? UNBOLTED PANELS %, 1 l . BOLTED PANELS W/ 1/40-24x1-_ _ _ .. --.� Y �; -,
<br />GALVANIZED STTLFA OE".IRMTGN W/FY- 5&5 HN (AFTER ROLLED). e. PANELS MAY ALSO 8E INSTA.tF:O HORIZONTALLY FOLLOWING INSTALLATION DETAILS St46W1N ON SECTION 3 TNRWCN 10 (SHEETS 4 Wf HtieffD fBG€ -'. `•�'_f -1W' R 4 (^(''��� }..... !. 25•;r -JSg, STUD WNETED S.& S1U0 iNHt7Ep sT50•- s.s. M.s. BDtT w/ T/11' X 3/32' ;-I G"' r"
<br />THROUGH 8) EXCEPT THAT HERDERS ®& ® 51AL NOT BE USED. ��� 119 ANCIE a IO MBE e _ �;---( (SEE SECTIONS AS ! �' I ! _ _WIN(iNUTs o EX. OVERLAP. "-�
<br />5. ALL STREWS TO lff STAINLESS S STEEL 304 OR 318 AISTENSILE
<br />SERIES OR THCORROSIONIIIA RESISTANT COATED CARBON BUILDING
<br />D PER 9. " SAL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ' ...._-_� I I %2 O.G- I i1 (SEE SECTIONS AS APPLICABLE) to 1 C'
<br />DIN Salta Wj PA Hai YIELD STRENGTH AND 90 kai TENSILE STRENGTH & StRAtI COMPLY WJ FLORIDA 9UILDNG CODE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME 2 t
<br />SECTION 241T.3.3,+, ?-.. MAK • 12 t/r 0.C. t I APPLICABLE) I ;
<br />BUILDINGS. wi___�,
<br />I \ -_ _
<br />& BOLTS TO BE AS)M A-307 GALVANIZED STEEL. OR MSI 304 SERIES STAINLESS STEE7:, WTH 3O kai NN1lUM Y1ElD � �•�• .7W _ }(( -
<br />r. - 3.375° •COS I 1.300' 1500' j I ,A i -
<br />250"1793" W2.1 2.125• 2.- 9EE 9�9' .9 SEE-{.��,y�}., � � _ _._� Cl _
<br />���I .093- I atTAB. 1 : DETAIL I I 1�, ey{ r i
<br />STRENGTH. TO. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-a THROUGH 12'-4-, AS PER SECTIONS 8, S. 9 & 10 AND ALTERNATIVES OW,25' I �� t,�e'"( LF1' .._._1 , �/ j j / l EI p ,� v
<br />9W & 1INY ON SHEETS 5, S & 12 RESP£CTNELY: SHALL HAVE A iELTUA.E MUMS READILY VT5IBIE MARKING INSTRUCTING OWNER OR •✓'l lEMM i A 0, 375 i { ( { � - ( (`;
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWs� TENANT Tit SECURE PANELS WITH APPLICABLE REINFORCEMENT OURINO PERKIDS OF HURRICANE WARMNG. �4 1�' y' RHO.- 3TS '�• � l-'- 6 •.525" I j' � � '� I } � i - � � .,� 1
<br />(A} TO DOS1N0 POIJgjE(} GRFlF: -( _ pf C i t , to
<br />1 I, 1HE 1NS7ALUTlON CONTRACICIR IS TO SEAi./CAULK ALL SHUTTER COMPONENT EDGES WrTK.I{ RE7:AN IH CONTINUOUS CONTACT WITH I_._ I FIAt. R -5 Nal, i.SW 1.SO0 (`
<br />1 a irl.
<br />r37 9B C f i i I I _:
<br />/4' # x 7/8' ANCHORS AS MANUFACTURED AC L ED BY DEWA INC. (Mn. ra.3192 e.aE) THE BUILDING 7O PREVENT WIND/RAIN INTRUSION. .ISOMETRIC VIL"W DETAIL A t+^--2,WU.52�-. 9,g1W-.-.,' / --- %
<br />ANCHORS,INC.SPECIALTYPLUS'-.. __ Y.�. _. __ -_ e O 3 , i. r` �.,,I
<br />Ilia (•a-3000 P,a.O PROVIDED BY THE JUR15GICTION WHERE PERM" IS APPLIED TO. END LAP W/ HEMMED EDGE. M e J'�� r e
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<br />- %14-10 PANELMATE FEMALE O & PANELIATE PLUS ANCHORS AS MANUFACTURED $f £l.CO CONSTRUCTI(1N PRODUCTS- T3. a (N.T.S) (2� .IL MAIM @ - 11HEADER ® ANGLE, � ANGLE WITH STUD @ �sANGI „r' WITH @+�,� ..(;it 11+' , y _ -_
<br />(MIN, t'0-3350 P.al.) I) DOS PRODUCT EVALUATION DOCUMENT (P.E.D,) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION REVERSE STUD ti„_I MAXj 4, ' 3' MAXI - � - ` .--
<br />FOR A SITE SPECIFIC 1 / 2/4, 3/4, 4/4, 5/5, 7/5, r_ -- - /� _
<br />1^ MN. TI. MN, tLi C
<br />- tfs�w Cr TAP --GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (Cs-3aW P.s.t) COT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (�' eT uMES
<br />fW/10, 2W/10, 3W/10, 4W/10, 6/5 � C to }.+
<br />Al) AWNNUM EMBEDMENT OF TAPCON ANCHORS UTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR PANELMATE FEMALE (D) CONTRACTOR TO � RESPONSIBLE FOR THE SELECTOR. PURCHASE AND IQTARLATRO4 NCLIPXNG LIFE SAFETY OF THIS PRODUCT I �{�'2/14 .374'
<br />_ SW/1D, ew/11 dr 7W/11 BASED ON TH15 PLED. AT SITE
<br />ED HE/SHE DOES NOT OflMTE FROM THE CONDITIONS DETAILED ON ne[5 DOCUMENT. _ 125. ; lry0_2p 304 3ER9S li •FOR ADD SEE liF,CTIgN$MR CONCRETE BE EDULEFr SHEETS 8 & 9v ��,_� - yy
<br />to AND PAIRDAkTE PLUS AND 1 1/4" FOR CF TAP -GRIP ANCHORS. CONS1RUCiKN1 <. AT SRE 6 THE CONTRACTOR'S RESPONSIBILITY. i i.. t� SAW T.390" � PAWL tDOE 188-+i1 .�+- . 188°- 74- ;OH�1D. - 750.11^,5, //`q _
<br />ON
<br />A2) CALK -IN & SOLID -SET ANCHORS SWV1 RE EMBEDDED 7/8- INTO THE POURED CONCRETE. No EMBEDMENT NTo (c) THIS PRODUCT EVALUATION DOCUMENT MLL BE CONSIDERED INVALID IF MODIFIED. I ! (�. .34'4 9 .27R7'.668• t .o4O' ! , ANtXE e,i2 M 4 / '� STUCCO SHALL fE PERMITTED. 1/4' 0-20 SCREWS USED SHALL 1 7/2. 1.DNii MNWIUM SHOULD STUCCO EXIST. ! 1 407•},063' .b`25.. .575• , 1 j A O W
<br />NO t" MINIMUM FOR WALLS WITH NO STUCCO, AND WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECIFIC RROXCTS SHALL 1E PREPARED BY A FLORIDA REGISTERED ENpFE€R OR ARCHITECT WHICH WILL BECOME Tiff ' _- - I 1.871 - 1 I 1�
<br />BUT WITH WING NUTS. ENGINEER OF RECORD (E,OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE L- ,.p�. 1343' .0a2• 1'S71• '�`q? , I.SW'
<br />PROM USE THE P.E-D. ENGINEER O' RECORD. AG17NC AS A DELEGATED €NGRNiETH TO THE I 1a^0 M FOR I } .D93' �Qe, 1.b15'
<br />A.33 IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.D, ENGINEER. SHALL SUBM" TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. LOGTIBN AT - 12S' R•,CGULAR STQ-,�M PANE 1 t / O4 tnA ELEVATION
<br />IXISTNG HALL A4 FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH 7Nf MAIN STRUCTURE BEHIND SUCH EVERY PANET. O+EAAP 95T -) t_ • - .090' jI 884' -.i i —,__I N.T.S.
<br />PANELS . ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A.2). (a) THIS PLED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PRDFESS*uAL t -Aft.M* ----2.OW'--
<br />ENGINEER to RECORD THAT PREPARED IT. 7.�D`
<br />® KEY HOLE WASHER Laos^. -) t/4' MOx. GAP
<br />(B) T,.QDSTNG CO1aCPF'FF rpW��k M'ti{,1,�STM C-90: 14. SHUTTER MANUFACTURER$ LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORK rw
<br />t/4 9 TAPOON MRCHOR5 AS MANUFACTURED BY I. T. W. BURDEX. INC. PANEL SHUTTER 1N ACCORpA,10E WFTH SECTION 7709.9.3 OF FWR9M BUILDNG CODE ONE IABD. I ---! (--,063' 6 TRACt,� ANGLE 6� y J ` "F' TRACK © F'i,e,T ELATED 2.5T
<br />t/4 0 a 7/8
<br />` CALK-N ANCHORS, AS MANUFACTURED BY DEWALT INC. (MIN. 64-1504 A.aJ.) SHALL BE PLACED FOR EVERT OPENING. LASEUNG TO COMPLY WITH SECTION 1709.9-2 OF THE 0036' IMRR.) I^.D94' WITH STUD (M91 OVERLAP -1 WHOLE W-L".
<br />1/{ 0 x 3%a" SOLID -SET ANCHORS, A.S OSTIOBUMED BY ALL POINT SCREW, BOLT & SPEGAITY CO. FLORIDA BIILOIIG CODE. ' GALVANIZER sTEE1. 1�.-,,
<br />WIMINI : F".___�
<br />IMIN. ra-1 Pa.I., _ A ri
<br />- #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSrRUCnON THIS DRAMNO s}IAu ONLY BE USED ro � i MV,. IS- LO.p, �, '_N. .•... T,p� I,/ :
<br />PRODUCTS INN. Tc-2071 P.S,T,) pI1tANltH,l)N OBTAIN PERMITS N 7TNE STATE OF FLOP" i ,. i ENS i ::
<br />- 1/4" 0 CF TAP -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORFt1RAT101/ III` A. T/ AA f-..-, - `x` , •`'`, , 4^ ,MLR 1iI"
<br />xIN � � y, 1 .375'0 B`0 .a78"eN2 S / I �,�1,1NI
<br />B.I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMAtEs AND CF TAP -GRIP ANCHOR, INTO THE W Q~ �.\C.•.. •••/� y FLORIDA BUILDING CODE (High h Yeloo Hu Icons Zone j t'"' , j 3TS^ ND. 44167 '1. MAR- GAP j` �"���.:•• ,%
<br />BLOCK UNIT SHALL 1 1/4^. ozola,A;, „c I , f _ }#r * :* FLORIDA BUILDING CODE h Vefcci NUrr)aOna ZDne yr;FIty EN FLORIDA BUILDING CODE N h YElec Hurricane Zona
<br />H,� 20 GAGE GALVANIZED STEER_ STORM PANEL SN ' „� _ _._.a IIOTIOM � � '� _ D2aia Tic, W. 20 GAGE GALVANIZED STEEL SToeil PANEL rp-
<br />e.2j CALK -IN & SOJD-SET ANCHORS SHALL BE EMBEDDED 7J8' INTO THE CONCRETE BLOCK UNIT. NO EA R 4MEEDR NO. 4 167 ° E Pw"M Y .062E , 1, «, ;: N `At Or FANG. 's STATED aafl2a f tl D� FP.
<br />g„ic _ ----� e,� L .. �' Lzs r » 1aTb LATED WING roar ; * :. 20 GAGE GALVANREO STEEL STORM PANEL EAM" rr z No 44167 \ xwN N:
<br />INTO SR700D srw.L BE PERMITTED. 1/4• m-20 SCREWS USED sHMt BE , Tf$' LONG MNN(IM srlaul,� W •.�-aao0`a--= tt,F -+"� P mf�aI N A-A� *' �'' -- OBOE P Q7/'a
<br />E%L57, AND T' Al1NI4L/M FOR WOES wnT1 wo yucca. `- q • STAT - I L ' E G O LNG. OLOtiAI PROTECTION PRODUCTS, LLC. , i i KEY HOLE �.�''. ,t0 �I _....� PROTECTION PR _ : * B .....a
<br />S y OF 4ee sw. al m I V h GLOBAL RO 00 GLOBAL PROTECTION PRODUCTS, LLC.
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<br />( MN-7a40. FAX: (934�•-079t )B0` ( *S1 570'7
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<br />SLEET. OR MCKEL PIATW STEEL). L S&KJMI TLRE/MTE WMIE'R A Muff X. P.E. ,w pl CA-aD0671i we sell 2 W >e ,A, NI/M1� eRtlElt A Jr. P.E. m "_su - as SICWI 1 O >e
<br />INSTALLA ICON 12EMILS EQIR REGULAR PANE_LS(•1) & (1 DO 9DSM DEiA1 S FOR INSTALLATI IN POLNED Wit€
<br />INSTALLATION DETAILS FOR REGULAR EANELSCD & Ct`h INTO EXISTING POURED CONQUIER C U @.M OR WOOD INSTALLATION DETAILS FOR REGULAR PANELSfI & (1IIII�1
<br />-IN OR PMNELMAX FEMME ID. I .'.- A. VAUD. FOR REtAJLAR,. LIFE SAFELY AND E-Z HVQ 8ANEL ,, M INTO EXISTING POURED CQNCRETE OR CONCRE'[iE ,,HLQQK STRUCTURES
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES MrN00.S I-I'"raMATE Pwa OR OF VP-GsP(SEE SCHEDULE O, INN x: I AN0+D FOR CONCRETE SEE SCHEDULE ON SHEET a
<br />{S9E BCa Twe 11N %7EbIAE ON 91tHT e a S) SEEYg I! Y1NgifCH 9) ,-.I I. RID CONCRETE �PPQUEED CONCRETE tXXtCRETE FOR WOOD SEE SECTIONS ON SHEET 12 ..Cn
<br />(SEE $ONEPAf ON -- "; I A r OP cONCETE BLOCK I OR CONCRETE BLOCK COHCEIE BLOCK 3 Ym. 2.ar 3-
<br />OOICNLTE A'Y.trX$ r- SHFETS a Titl4ONCd1 el I MN.
<br />CONCRETE ATAHIWiS SIK111S a TM1WgI e) , - - :.D. CONCRETE ANCHM - --t \• 1/p• I r,�yr'r .� ! REQUIRED NpNCRETE M:HM . I I I WTI. (ADM. QIDI AP -1 W4,OlE VMJ.iI')
<br />(sEE scHm,Ae ON (SEE SCHEDULE ON 4 CIXOtJLREif `. 4 I i ' 4' em w `.aw441rM�-: saRE9lxt ON CONCRETE NAPKINS 0.1. a flu SKID l�
<br />SHEEr6 a THNOIGH _)' EXWM POURED �1. j 1 SHRT6 a T#gi.GH ➢) "'-"-T �. Ityr�4Y-ap! 4• as BATS + i I t SLEET 9) �BCNEOLfLE ON �S�PF ON r-D.tL I� I
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