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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />PRODU CT E\'A�UATION 2
<br />1tEPOR'Ej(tl. TO (�72a:9]I
<br />2.2. TEST REP ORTg:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Code. Uniform static loads
<br />WELT TRR A TTLLIZ JAL.; P.E. f tern
<br />NL PY. Lll NA, h41A7
<br />r1.cn11,_,aN"W06719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing,Inc. Reports # 96-569 dated 08/09/1996 #96.670 dated 0911811996,
<br />p
<br />PRODUCT EVALUATION REPOT
<br />R—
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M, Medina
<br />P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 0411611998 and
<br /># 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />DATE: July 26, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009.
<br />PRODUCT CATEGORY: Shutters
<br />s' n
<br />R3 ed and sealed by Frank Grate, P.E.
<br />PRODUCT SUB -CATEGORY.- Storm Panels
<br />2.3. STRUCTURAL E:NGINEERING CALCU ATION&-
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<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 />length based on rational and comparative analysis, and in accordance with
<br />MANUFACTURER: Global ProteWon Products LLC
<br />section 1616 of the Florida Building Code. Calculations prepared by T°fteco, Inc.,
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Florida33314
<br />p�Ros of I=_vALUATI
<br />3 MISSILE IMPAC RESISTANCE:
<br />.
<br />This is a Product Evaluation Report issued by WalterA. Tllllt Jr. P.E.(System
<br />P Y I vs
<br />Large missile impact under section 1626 of the Florida Building Cods as per
<br />g l.
<br />TAS 201 Protocol.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />614320-3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />This product is 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 />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 />Florida Building
<br />r Code, and to verify that the product fs for the purpose Intended
<br />20-176, Maximum Anchor Spacing shall beasindicated an sheets 8, 9, 10, 11,
<br />at least equivalent to that required by the Code.
<br />r 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.);
<br />drawing No. 20.176,
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />5 INSTALLAA�ON'
<br />a Building Code change that may affect its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />2.1 PRQDUCTEVALUATION DOCUMENT{P.E.D,I:
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />Drawing No. 20-176, titled Y20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets .8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets i thru 26 of 26 prepared by Tiltecc, Inc,; signed and sealed by Waiter A.
<br />(P.E D. ), drawing No. 20-176.
<br />Tillit, Jr., P,E.; dated 07128/2020. This drawing is an integral part is
<br />9
<br />all HUH{,
<br />Evaluation Report.
<br />a``Aa itil I(`f�A'�i
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<br />, i .fir' - ". - -
<br />. STATE OF � t
<br />11
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Plione: (305) 871-1530 - f, . �i& 9"�[9�i
<br />�F�;pen411loillkoo
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<br />6 MATERIAL CHARACTERISTICS -AN SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20476. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.ED.), 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 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />prepared byTilteco, Inc, and signed and sealed by Walter A. Tillit, 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. 4 67 President of Til Inc. 4 1 ), teca,, c. (Florida CA,0006 19 ;
<br />)
<br />`�-V` -.fJ��
<br />;ry>. • ��CEN,� .9 s
<br />____I s Rtn
<br />-� 44167 i
<br />`'----�- _2_ r ; '` 'fit
<br />` h ,,W�J,O-'. STATE OF r'>sc.
<br />WArLL
<br />DA TILTECO: ADMON RECORDS IF. E. REPORT-20 1 GLOBAL. PROTECTION PRODUCTS, LLC 120 GAGE
<br />Gs LVANITED: STEEL STORM PANELL DRWG;*20-17b 1 REPORT I3 20i0728.01
<br />�;
<br />/el I L I ECO N
<br />TILLIT TESTING G ENGINEERING COMPANY
<br />WALTER.A, TILLIT, I.R, P.S. tilteco@w).com
<br />MODUCT EVALU.1IQN REPORT FLPT L No 44L67
<br />FLC A. LiCelue Ntt. )0a6?I G
<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 Prot; cte tan ProduetaI
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1!
<br />PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tilsit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC; Rule Chapter No.
<br />B1G20-3, 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 d
<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 />21. FRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-176, titled "24 GAGE GALVANIZED STEEL STORM PANEII
<br />sheets 1 thru 18 of 18 signed d prepared by Tilteca, Inc„' gned and seats by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an intecRKKt+pq �IFo�rjflis
<br />Evaluation Report. `.AA: �R . 7QlC 'f'f,,
<br />'� ��-�� ENSF `F- l
<br />167
<br />�- STATE OF
<br />1°`-.1..eIORipP
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phooe` (305) 871-L' , `t'tt�t� 10%, i-1531
<br />)IN+IIIDHIHA
<br />PRODUC r LI'.YAi.liATTOTAI REPORT 1W(1. 2A-0727.02 2
<br />2.2. TEST REPORTS:
<br />Large missile impact load 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 r ASTM TM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11 X2 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 Amencan Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E,
<br />Tensile test report. No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test at
<br />per QC Metallurgical Report No. IGKIIM8, 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 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTA I-CE;
<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, 1.0, 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 />PRODUCT EY4LUATIOTY. RFQORT RO. 20-07E7.02 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, 16. 16 and 18 of I8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />6. MAT--ERIAL GHARACTERISTIGS 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 />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 />b, Tlltecc Inc. and signed an sealed b
<br />prepared y gn d d y 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 Walter A. Tillit, Jr., P,E, (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
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<br />GALVANIZED STEEL STORM PANEL LDRWG3):20-1751 RE,PORT*20•U727B2 „C•. IORiD :,
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<br />GENERAL- B.a) N chsE THAT PRECIS S70NE. OR PRECAST coNCRE E PANE s, sTuccA a1 YDAD BOAms BE Fou+D ON THE COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />MILD FOR 7tl GDE DAH4NN¢EO >O✓Ot s nitif am" DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE $E)6ND SUCH PANELS. (SCALE 1j2>zt "} i'W/ Z/4, 3/4, 4/4, sjs, 10,
<br />1w/1D, 2w/10, 3Wj10, 4w/1o, 6/5
<br />I. STORM PANEL SHOWN ON THIS PRODUCT EYALUATN)x OOCUNEFNT (PLC .) HAS BEEN VERIFIED FOR COMPLUNCE IN ANCHORAGE SHAH BE AS MENTIONED IN ELI) AM IN $.2). �._- .._..,�--_.___15.t9$' (TOTAL wA➢TH)------ n 15.198' (TQEAL. N81TFi}--__ n3Wj1 D, 6W/11 & 7W/1 t
<br />ACCORDANCE WITH THE 2020 (7tN EDIitON) OF THE FLHXitikt BUN.OHG CODE (C) m._otmm MMOD D96. SPECIFIC r tint f OS� MN ); __-12.500' (EFFECTIVE WIDTH)- ----•� 1 -'
<br />1 4'0 TAPCON ANCHORS, A$ MANUFACTURED 8Y R.T.W. $UIIDEX, INC. �I. ° 3' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9 3' MAX A� .�-
<br />DESIGN "NO LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE NONT10h'EO CODE, / I i t--'--- 8.2'So' 1 "�-'�" "- VJ
<br />FOR A DING SPEED A5 REQUIRED BY THE JUftlSDICROfd WHERE THESE SHUTTERS WILL INSTALLED AND - 914-10 PANEUMATE FEWAE kD AND PANFJJMTE PLUS ANCHORS, AS MANUFACTURED 6Y ELCO CONSTRUCTION PRODUCTS. i "----_ `-'$ t/4'__. -•T p' l " -!" MIN. FOR W0� SEE SECTIONS ON SHEETS fl! dr 11 1• WR7. ,' ' (�
<br />FOR A OEtEcrN)TUMitt FACTOR KO-085, USING ASCE 7-16 AND S)LW.L NOT EXCEED 714E MAXIMUM (AS.D.) - i/4"0 RAG SCREWS PER N.O.S. ,--t.3t50' ^`-•t r•--ILO"--+ L✓'�e.s00• I �� O
<br />7 16"0 x 5 1 I I € .+1'..\ ,,J` 1.33WV --1 /h, OA36' WL TH ICK 1.350"- b o % O f'® ® .
<br />DESIGN PiiE.BSIifE PATnNGS INDICATED ON SHHEETS 7 7HRU tz, 14, lb, 19, 19 A, 20, - / f0" WOOD BUSHING. AS DISTRIBUTED $1' ALL POINT SCREW, 99Ott & SPECIALTY CO. - ®IdtP_ • i ',� 1..r _ _._.± ___`,. ZED SSiFl.5 [�{' (���7 - - C"a i7
<br />IN ORDER TO VERIFY THE ABOVE CONORION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 ,,��DII' I • 1, 0' - - r 1}.tYl, ,, /D. (, )! (& - - - - -- .T�...__.-
<br />„ , ABRM. A-r,a3 , (--T- T--7' r-r- r "F-'F-- r_`r----r--r'-`-r--r-'t__"s---t__ T` I- ._...._�,__.__. y .y�
<br />C.,) MINIMUM THREADED PENETRATION INR7 Wtl� tit TAPCON ANCHORS SHALL f# t , f2 AND 2 FOR ELCO PANEI.MATE PLUS .,}T'' ''., a .'. , F --t , , , , `' I v _ , , I I , 1 T , 1---` i L' y - S
<br />SHALL BE FIRST REDUCED to A.S.D. DESIGN WHND LOADS BY MULTIPLYING THEM BY ors IN TxdYER TO AND PA17E'LWALE FEADd£ ID. - t).tt36" MIN, THICK HEMMED / % I GRaD JO YIIeM HFANM T' /•� y.� . r - t .� - 'a
<br />COMPARE THESE W/ MAX. (AS,D) DESIGN PRESSURE W440S INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, /9 & 20, y/� H 1 '� 2.657" CALVANI2ED STEEL EDGE ,� �t I { ) 2.e.S7' 0.-50 OALV. EDGE ! 4 3 .1 A 1,@ I { 8 } .. , i I •.!. ' � ,
<br />C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO 114E WOOD FRAME UNIT SHALL BE 1 1/2 NO THREADED 2• � *,-> 1 M TYR _ GRAASTM DE $D -6�H6WLI i>E'FAR. 2.ODD" .2 0` - � HEMMED TYP T - �J t', I /� (. I .I t_p f
<br />IN ORDER TO VERIFY THAT ANCHORS Oil THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE N ALLOWABLE PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PANT OF THE REGURED THREADED PENETRATION. EDGE \ / i # t�
<br />STRESS FOR WIND LOADS WAS N2 USED IN THEN ANNYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN �Y' C--90 OALV- I F- 4
<br />ACCORDANCE WITH N.D.S. 2018. C3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING LpiT+ML A 480 I] L.D,- A I I 48.0' � � G! ® 7^ I-
<br />. I __
<br />570RW PANEL'S AOEOURT.7 FOR IMPACT AND WIND RESISTANCE FNB BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF - L ! / ? i ° Ep u=r p� G
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINs'EERNC & 'TESTING INC. REPORTS 95-569. 96-570 & 96-T30 AND C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/e'. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM 1_ t.3hko � l zk- ,;.__..I _. __.--�-�-L�, j§ r - T� I�� - `L
<br />FENESTRATION TESTING V5. INC,. REPORTS 12032 It %12T25 . AS PROTDC13LS TAS-201. TAS-202 AND TAS-203. SHOULD STOCOO. EXI Ti . AND I" MINIMUM FOR WALLS WITH NO STUCCO. ___._____1_----^6.28TI• _ V ..- ALI - _ i � I," D "r,Z
<br />AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT /a219.01-09, AS PER TAB 201, TAS 202 AND C.S) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING © �, •RAt PA�IlEL87 -� 14 END STORM PANEL i V � � � "; ---- - - `� 4 I � /� `�
<br />TAS ALU STANDARDS. WALL. ANCHORS SHALL BF LONG ENOUGH To REACH 114E MAIN STRUCTURE BEHIND SUCH PANELS, _-) -- 1 �' l � . � ,, _ .^` ;
<br />2.. ALL Al1/MNUM EXTRfIS10NS TO d#E 6063-T6 ALLOT AND TEINPER. (WNLE55 01HkRWiSE.NOTEO). SEE SHEET 2. ANCNORRAGE SHALL BE AS MENTHONEO N. Ct}. C.2) & C.4) : ,... I ,. SD• it
<br />"�,. {- { .L ,L
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SRALL HAVE 3105-H14 ALLOY. T.". __._ ._."..."`^y f iI I i
<br />_
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING htl. OF 714E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCfMMR'S MANUFACTURER. 1,.+'` ,.250 . R ..2.187'-- , +` _ I, e ,--
<br />4, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL ROLLED).
<br />STEEL hSfM A-653 GRADE 50 MINIMUM, G-60 PARRS €AO LIP �, ! L E � q .126` 1/4'$ 1{4'f-�, 12S"
<br />6. RAVELS MAY ALSO >$ INSTALLED HORIZONTALLY FOLLOWING INSTALLATION PETALS 5ND'WN ON SECTION 3 1NRWCH 40 (SHEETS 4 _`_'".""."... ` 5:250` 'I�- .ffiQ '9 r- 750'f -104 EFRetRS SO4 SEAisS :�' UNBOLTED PANELS -_ � ' BOLTED PANELS W/ 1" ...
<br />GALVANIZED STEEL DESIGNATION W/F1'- S&3 Wi (AFTER ROLLED) ( W 1ffMYED f6GE. I I TOO• 725 t; ---r 750• ( - S.S. M.S. BOLT W/ 7/8• x 3 32" i _-
<br />THRWGHI 6) EXCEPT THAT HEADERS (� & (� SHALL NOT BE USED. / 1 " }I { I.-._ j TO ANNGGLE "MlE7E0 N ANB E �DA`ETf�,' _ i-' _ SEE SECTIONS A5 /% i + - 1'INONUTS O EA. p1'ER1AF' / -
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER - x-GII + - F w { 1 1a iJY OG Ix 1/2' O.G APPLICABLE} ! i i (SEE SECTIONS MS APPLICABLE) ii)
<br />9. R SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE NINLRE SHNufifR 6 TO -+ 1.500' ' 1.50D' / I 11 -
<br />DIN 50618 W/ 50 WI YIELD STRENGTH AND 90 Hai TENSILE STRENGTH & SHAH COMPLY W/ FLORIDA BUILDING CODE t0.08• .ttltl ,gNj3- , I l ) 9 0)
<br />ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHAU. ONLY 8E ATTACHED TO CONCRETE.BLOCK OR YN006 FRAME - I .093' 093' 2125 2.000'
<br />SECTON 2411.3.J.i flJEDNVGB. ,093' , I L ¢ SEE i l t -�
<br />6. BOLTS TO BE ASrM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 36 W° MINIMUM YIELD `� . ' 2.125` - )t �i-��- J ./% r __ _ T�:
<br />t0. EACH REGULAR STORM PANEL WITH LENGTHS OVER S`-8 THROUGH 12'-4', AS PER SECTIONS 6. 8. 9 & 10 AND ALTERNATIVES SW, 6. I R �5, i 1 .S3 t
<br />L7 F ' 1 , '- ' �i .Q
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<br />7 ANCHORS TO WALL 91AU. BE AS FOLLOWS: 9W & iGW ON SHEETS 5, 6 & 12 RESPECTIVELY.' SFiAU_ 11AA'E A LfGf$LE AND READILY YHSlatf M/JtY(INO ENSTRULTNC OWNER OR " I P I I , _- i
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<br />TENANT 10 SECURE PANELS WRN APpLJCp$lb REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 1_, '�!
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<br />FAL/CWLK AL, SHIRES COMPONENT EDGES WHICH REMAIN iN CONTINUOUS CONTACT WITH � i_,..-.»- ..: J FpA,L R, t r`/ I
<br />- 1/4`0 TAPCON.ANCHORS AS MANUFACTURED BY I.T.W. SUIDEX, INC. (Min. f m3192 P.I.) THE BUILDING TO PREVENT MND/RAN NTRUSKYN. I OMETRIE' ViEW DETAIL A ".- � �-.,90"l { :. _ __ ,__.__ I. ... _.....__ _- __ I .; J '`�
<br />I 4 a x 7 $" CAN�t-IN ANL7IOR5, AS MANUFACn2Rm 01' OEWALT NC. (MIN 'c-3DD0 W L- 2.D(M=--•--= /;� H I
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<br />I/4 0 x a/4' SCUD -SET ANCI{fIRS. AS OISTR18UTEO BY Al POINT SCRtIV, &N.T & SP£CIALIY CO. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS R, _ --- .-- _- _ - _ _ .. _ j, ,�. j.A A --_- /T
<br />PROVI➢ED 8F THE dURSOCtION WERE PERMIT IS APPLIED TO, END UP W HEMMED EDGE. G 1 4, 2 4, 3 4, 4/4, 5/5, 7/5, O _ __ ,T..___._.__.! - - - ' - ,y�, .Q
<br />(Ain. 1'e.30d0 P.I.L) j ) "h" HEADER Q ',{E`,;�}DER #'j,l. (N ANGLE WITH STUD ANGLE WiTH4 + 6•�4 +� ®on '� M.-_
<br />(fitN 1 3350 ATE FEMALE Na & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY E1C0 CONSTRUCTION PRODUCTS_ 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER Is GENERIC AND DOES NOT PROVIDE INFORMATION (N.T.S REVERSE STUD 3' MAX J j j 3- T.MIt_4 ¢ •• y�
<br />(M1-0 CF TAPO p.s.:.) FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE COMMONS DEVIATE FROM THE P.E.➢.
<br />- I/4"a CF TAP-MP"ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (EC-36DO P.a1J r -� VARIES 71• MIN.-� 1' MN, � (3 t�
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<br />A. 1) MIMYUM f3if3£DMENT OF TAPCON ANCHORS INTO POURm CONCRETE SHHALL t 1 3/4": 2' FOR PANEIALATE FEMAt.E (a) CONTRACTOR TO BE RE4PONS481E FOR THE SEt.ECRON, PURCHASE AND I6TALLATKNI INCLUDING LIFE SAFETY GF 1N15 PRODUCT / / 6/5 < _"
<br />BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.{ 1/14 & 2/14 0 1YP TOP EOOE •374" 374• SW 1D. fiw 11 7W/11 D `�
<br />O AND PANEMALTE PLUS AND 1 1/4- FOR CIF TAP --GRIP ANCHORS. _ '�1 096• Dab' 'T 75D , / / f T
<br />CONSTRUCTION( SAFETY AT SITE b 114E CONTRACTOR'S RESPONSIBILITY. r.__.____._ -L 380" F PAtffl, .168•' TII
<br />y310' E 1 ' 1 7!4"0-a0, 304 SERiR I ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHEETS 8 !t 9�„-„__.__-__�.._.= ¢ f s""' y
<br />A2) CAI( -IN & SO11B-SET ANCHORS SHELL BE EMBEDDED 7 8' INTO THE POURED CONCRETE. NO EMBFDNENT INTO i _._._1 °""-" r- _ ��i Sitlb RIVETED TO FOR WOOD SEE SECTIONS ON SHEETS 10 & Tt
<br />(C) THIS PRODUCT EVALUATION O)CUWENT ALL. CONstpflt® INVAUa TF MOORED, I 0 �° 270",8$6•640' 7,�'},,�.�. > >
<br />STUCCO SHtAL. 8E PERA{R1E0. 1/4" 0-20 SCREWS USED SHALL DE 1 1/2" LONG MINIMUM SHOULD STUCCO EX1Si, i I. 1.447'f.O6:i' -3
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<br />ND I" MINIMUM FOR WADS WTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, (d) SALE SPECIFIC PROJECTS SHALL BE PREPARED Be A 97.ORIDA REGISTERED ENONEER OR ARCHITECT WHICH W#U. EECO" THE , I '; � `_jZ90- � � 1.87t ! 1.6� r 1�.�•,.. ",•...
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<br />PROPER USE OF THE P.E.D. &GREEN OF RECORD, ACTING AS A DELEGATED ENGRIM TO THE I Ie`0 tHgLE FOR I i
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<br />EXISRNC WALL OR FLOOR ANCHORS SHALL BE LONG V40 GH TO REACH THE MAIN STRUCTUX BEHIND SUCH I { tMY PANEL OVERLAP 957' I i-..I_ - 090" --) i_.. .�.�._._� N:T.5.
<br />PANELS. ANCHORAGE SHALL BE AS MENTIONED IN A1) AND IN A2). W INKS FED. SHALL BEAR THE DATE AND ORIGINAL SEAL APE) SIGNATURE OF THE PROFESSIONAL I I - �' 'CW. i•"--I '.-+: --• )
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<br />(B) TO /4 : T CONCRETE jO ANCHORS AS MA FAC C ^^-_ 14, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISI0i LOCATION AT STORM � •� J 2.87-
<br />- 1/4" a T 7/e CL-4AS MANUFACTURED AC i. T. B OLNLDEX, INC. PANEL SHUTTER IN AeOOROANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. 01.E LABEL LAGS' (� "F" TRACK ANGLE ``l NiNL $" "F' TRACK FLAT PLATED / 4- Mo.. GAP
<br />1/4' 0 . 7/B' CAUi-N ANCHORS. AS MANUFACTURED BY DEW'ALT INC. (WIN. Yc=150D pt1J SISAL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.92 OF THE OD36' (RIVE) '-_1-'--094' MEMFENL WITH STUD (MN DYt3NA° �1 NHOE VN1E17
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<br />INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 5/2' LONNG MIENUM SHOUT Sfix;cD -^ lsypzn L_._... .T .12s- O'•.. t0 ,,, . - : * -
<br />EXIST. AND I' .... FOR WALLS WITH NO STUCCO. -p : �GJ"�T-�" GLOBAL PROTECTION PRODUCTS, LLC. DOL I (51i KEY HOLE s r4 ,. . _ a l��m SECT N A-A� * TIT = _ 07/se/sam
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