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PROD13CT END. 7i 3 `FSCSIAT H'F�pipltTlYt. 30.07;tA.f1Y 2
<br />P.RIt�PU:GT'LVAr,rIATiQ 73��' A'i''N17_ '2Q+i"F�AAIl.
<br />I L EC Ar X
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />E OR :
<br />22,TEST IMP_ RT
<br />MA19RIAL CHARACTER'ISUC i Q SPIE�'IFiCAIx ONE:
<br />y AT.TRR A. T1LilT 7L2 PE. Dl lsartt
<br />suara�eo ,
<br />PLP,B,a.E�r�a.d•„T
<br />Large missile Impact and fati I
<br />rgfatigue load tests were performed under TAS
<br />201 2 3 O as r section 1626 of th . F
<br />per Ea ioric(a Building Code. Uniform static loads
<br />•
<br />Shall be strictly Sri accordance with General Notes and. Components Indicated on
<br />sheet 1, 2 and 22 of 26., of Product Evaluation DocumentP;E. D. , drawing
<br />t ) 9
<br />1T c,ArLaa am6^
<br />d& per TAS E02 Protocol, Test refr.OrlS prepared by Hurricane Engineering &
<br />, ,
<br />N0:20'"17r1,Anehars CiflCatiatis'i311afilbe as intltcat - D sheets 1 7 - � ' a
<br />Pe ed � and 21 #
<br />Testing, Inc,, Reports #`96-669 dated 09109/199611, #90-570 dated 0911811996,
<br />26, of Product Evaluation Document P,E,D d awln >N 2 -1 6.
<br />PRfJ11�t,ICL1iU�►t7S? T`
<br />#96-T30 dated 09110/'1996. all three sl nedand scaled b yHWt o r. < Medin
<br />g. Y (s M a,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/0 1
<br />6/ 9911 witnessed by Gilbert Diamond„ P-E. and Report No.
<br />7.. LIMITATIONS AND. Ct3ND1'[I<QM1 QF USA,
<br />REPORT NO.: 20-n728 01
<br />ti219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and HenryHattem, P.E.
<br />7.1. Shall be strictly ln compliance with General Notes No. 1, S thru 14, indicated
<br />DATE: July28, 2020
<br />Tensile last report No. 9CM-197 by QC.Metailurgical, 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 (PIED.), drawing Nm 206176
<br />PRODUCT CATEGORY- Shatters
<br />signed and sealed by Frank Grate, RE,
<br />prepared by Tilteco, Inc. and signed and sealed by Waiter A: Tiliiti Jr„ P.E.
<br />PRODUCT $U8 CATEGiRY. StNTrnPareta
<br />��$�U t2AL 3�INEERING CAw�I ATI-c •
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />7:2.Producmay be installed Within HIGH 11ELCrCiT51 Ht1RR1(ANEZONES as
<br />defined.op section 1020.2 ofthe 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: 61nF6a1 P a�ronRrodu w I r_
<br />.�
<br />length based on rational and comparativeanatysis, and In accordance with
<br />section 1616 of the Florida Building Code: Calculations prepared by Tilteoo, Inc.,
<br />7.3. Product shall only Installed into cur
<br />y 1 poured tad concrete, concrete blrlOk, Arid
<br />wood frame structures.
<br />4800 S.W. Si Street
<br />Davie, Florida33314
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tlllit, Jr., P.E.
<br />LP_ CSE OF EVAL ATI4
<br />3 MISSILE IMfACT �3TANC E
<br />Predu_ct EYlu Report prepared y alter A Tr ilr#.J ., P.E.RE{FloridaPlrdL. ense
<br />isaProduct Evaluation Report { sued by WaiterA. TlllitJr., P.E. (3yetem
<br />Large missile Impact undersection 162itheFlFloridaBuilding COda a ; per
<br />_
<br />TAS 201 Protocol.
<br />`tIon
<br />"b
<br />No, 4417� President of TilterninG; (FloridaCA-0006719).This
<br />ID # 1906•) to the Global Protaatl'ori Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />4111W D LOAD$ RESISTANCE-.
<br />1�t,rr+prrlTjlfi„
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />�y>?: 'CEN
<br />This product is being issued an Evaluation Report as described herein and has
<br />been verified for compliance in accordance with file 2Q20 Seventh Edition the
<br />pressures. Maximum panel length shall bens indicated on s
<br />p ng heats 8, 10, 14, 1 i,
<br />16, 19, 25 and 26 of26 of Product Evaluation Document R.E.D. , drawing No:
<br />( � g
<br />.44167 -
<br />-
<br />of
<br />Florida Buildin Cod and to verify
<br />g e, a fy that the 1s for the purpose 4n{ended
<br />..
<br />20.1T8. Maximum Anchor 1 r
<br />Spacing shall b- as indicated. on sheets 8, 9, fO,11H
<br />14 15 e f
<br />17,1$ 1 2Q 25
<br />_A k
<br />,. x
<br />'� ,.
<br />~4, sTAT> aF
<br />at leastequivalent t # tr ui
<br />o that required by the Cede.
<br />, and 26 0 2ti of uct v i
<br />P i� a u$tlon tilacUmerit P:E:D.),
<br />!� .
<br />_ ., {i
<br />drawing N©. 20°17S'.
<br />,�����y0A1 ��'"7�
<br />This Product Evaluation . 1subject
<br />d u Report shall be subjel t to rev and revision in Me of
<br />ry7 AauA l ''
<br />a Building Code change that may affect Its limitations and conditions
<br />5, INSTALLATIC?N:
<br />Installation shall be performed strictly in accordance With details indicated on
<br />�
<br />EVIDENCE SUBMITTED-
<br />2.t PODU EVALUATHON DC}C�' �
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E,R.), drawing No. 10-176, Minimum separation to glass shall be as"EN
<br />0;U TILTIEC$ ArIMON RECOI;OSV P.E. REPORT.2O k GLOBAL PROTECTION PRODUCTS LLC A24GAGE
<br />LV I sTse� r9RMPArrer+oriwa# ai etRePORTv7Da7z8ai
<br />Drawing No. 20-1T6, titled �'2O GAGE GALVANIZED STEEL, STORM I'i4hIELT,
<br />indicated on sheets 8, i4 16 25 and 26 of 26 of Product Evaluation Document
<br />, , , t
<br />(P.E.D;), drawing No,2017$:.
<br />sheets 11hru-26 of 26 prepared by Tiheco, Inc:, signed and sealed by Waiter A.
<br />Tlllit, Jr., PIE•; dated 07128/2t12o. This drawing is an integral part c ir, s
<br />Evaluation Report.1,�„�i1
<br />Ala niiltlErF
<br />��� �tGE1�sF' r,��..
<br />��,<�EN�c`• �?tyy~
<br />No, 4 167_1$7
<br />r'1 as
<br />r
<br />-
<br />aA111P
<br />STATE OF ' 84
<br />6355ZST.W36thSttcet,Svitc305,Mip(ni,Flnticis33Lti6,I'hnne t3AS)$71 L53O:-f8rr,/ j t l
<br />'ftirx, /QNAItrµ,o
<br />tr+H,NTHA
<br />/T1 L EG9 wo
<br />TILLITTESTING & ENGINEERING COMPANY
<br />WAG RA. TILL P. til TE i>;-1R„ E. iec»(,a'aol:cDaT
<br />PRODUCT EY UATION REPORT F�,PR T,RMPee l6 A416?
<br />kL4..A. LicaOte Nc.00Ifi?W
<br />REPORT NO.:
<br />20-0727.02-
<br />DATE;
<br />July 27, 2020.
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUR-CATEGORY.
<br />Storm Panels
<br />PRODUCTNAME,
<br />1,4 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Prodllets. LL.6
<br />48DO S, W" 51 Street
<br />Davie, Florida 33314
<br />'!A.>..�
<br />1% RPQ t7F EV ATIONt..
<br />_1.
<br />This is$ Product Evaluation Reparl issued byWaltarA. Tillit, Jr,, P.E. (System
<br />1041006) to the GlobalProtection Products, LLC, Rule Chapter No.
<br />61820.3, Method 1D of the Florida Department of Suslneas and
<br />Professional Regulation.
<br />This produgt.Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 20M Seventh Edition of the
<br />Fonda Witting Code a to verify the r i f purpose i.
<br />I Bul g , -rid.. riythat product s for p rpo a mended
<br />at leastaquivalant to that required by the Code.
<br />This,Product Evaluation Report Stlali be sub}ed to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2 V- CE SUBMITTED,
<br />Z1. PRMUCT f=VALLtl1�J Tl M DOCUMENT fP'Eib 1:
<br />Drawing No. 20-1IS, titled '24 c1iAGE GALVANIZED STEEL STORM PANEL',
<br />ghoetsr 1 thru 18 Of 1 ii prepared bar• Tilteco, lnc; signed and sealed by Walter A.
<br />TiNit, Jr., P.E,; dated 0112712020. This drawing is an inte Is
<br />Evaluation Report. �A� TJ iA,r�
<br />167
<br />035$ N.W. 36th sovet, Suite 3054 ibtia ai, Florida 33166 - Ph : (305)
<br />-I531
<br />Large missile impact lodd1asts were performed under SSTO 12.99 standard as
<br />t iron .1 f t s 6t19 .2 o e Florida Building Uniform
<br />section 1 h o da Bu Idl Code. U i rm static loadsasr
<br />i� _ g per
<br />r
<br />Section 1709_$.3 A n , per STAR E-330 T>a5tretports eyed American Testi
<br />prepared by +g
<br />Lab of South Florida, da Report # 08, :01-01 die _ on4 d 0 11 'f02 witnessed IIGa dated 3- 1 wiz by William
<br />R. Mahner' P.E., Sortz Morox, P,E: and Henry Hattem, P,E.-and Report No,
<br />0219.01-�i, dated February 26, 2600, eigtied and sealed by Edmund4
<br />Largaospada, PIE. and Henry Haftern, P.E. Largemissile impact and cyclic
<br />loadings per Protocols TAS 201 & 203,as par section 1809.1.2 of the Florida
<br />Building Code. Test Report prepared byAmencan Testing Lab of South Florida,
<br />Report No. 1123.41-10, 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 Match 13,100,
<br />si
<br />gned and sealed by Frank Grate, PIE, Asper,ASTM 5-8 and TQnstle Testae
<br />per OC Metallurgical Report No. 1 OW-t 318, dated Dacembot 1, 2010 signed
<br />and sealed.by,lerry Jaciofano, P.E.-as per ASTM E-S.
<br />2.1 STRUCTURAL ENGINEERkNli CALCULATIONS,
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wolf as maximum anchQrspaeing vs. design wind load and panel
<br />length, based o ratio al �an co r i e n n d m attreanal sic niti accordance 1i1,
<br />9 A� Y ,a n. n W
<br />to sec i .n 1604 o_file Florida Buildt:'bode. Calculations
<br />nns
<br />prepared by TTlt ace,'.
<br />Inc., dated 1211SMQ and 08/27115 for this revision signed seals b Waiter
<br />), g a� . d y rt
<br />A Tlllit, Jr<, P.E„
<br />3 MISSILE IMPACT RE 1 TAFIGE
<br />Large misskfe impact under section 18091.2 of the Florida Building. Code, as per
<br />SSTs 12.99 Standard and TAS 201,
<br />4 WND_Lq�A_D1' i TANCE
<br />24 Gaga raIvan zed Steel Storm Panel has been verified. to sustain wind'
<br />pressures. Maximum panel length shad be as indicated on sheets 3; 9, 10, 11,
<br />12 and 17 of IQ of Product Evaluatkon'Document (P.E.D.), drawing No. 20.175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, IQ, 11, 1$ thru 16
<br />and 1.8 of 18, of Product Evaluation Document (RE•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 SSTJ012 99 Standard..
<br />3
<br />5. INSTA LMON:
<br />Installationfi" i shall be performed strictly. in accordance with deiaiis indicated. an
<br />3 sheets thru
<br />t tit SA 12 thru 18 of 18, of Product Evaluation Document(P.E-p:),
<br />drawin
<br />g Na.10.175_ Minimum separation to glass shall be as Indicated on
<br />sheets-3, 6,1�3; 14, 15, f6 and 1`8 of'16, of Product Evaluation Document
<br />(P.E.D,), drawing No_ 20.175.
<br />V,,_MAT-0311ALCHARACT UCSANDSPECIFICATIONS;
<br />Shalt be strictly in amordance 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 />Anchorspecifications ll it d s a tie as Indicated on sheet o S of Pro n 1 f 1 Product t
<br />Evaluation Document (P.E,D. ), drevving No. 20-47S.
<br />7,11MITATIMIS AND CC1j+f t, MONS 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(RE,D), drawing NO.20-175
<br />a b ter - Inc. prepared y TEI o. and signed and sealed b 1Maiter A. Tlllit, Jr., P.E.
<br />y
<br />7.2. Product shall riot be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defir sd on section 1620,2 of fhe Florida Building Code,
<br />7.3. Product shall .only be installed into poured concrete, concrete block, and
<br />wood fronts structures.
<br />Product Evaluation Report prepared by WalterA, Tillit, Jr:, PIE. (Florida license
<br />No. 44167L President of Tifteco, Inc. (Florida CA 0006719).
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<br />COMPONEIATS EQR REGULAR LIFE SAFM -08M PANELS 1/a, z/4, a/ i. t/a s/s. 7/a,
<br />GENI!RAt NOTES- $3) N CASE THAT PRE 4$T STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD 904" BE POUND ON THE (SCALE If'2=1") WIG, B/5
<br />MIL Red 20 — 9A MINIM ars>nlaAlsl 11 EXIST" WALL, ANCHORS SHALL BE LONG ENOUON 10 REACH THE MNN STRUCTURE BEHIND SUCH PANELS. / 2W/10, 3W/t% 4W/10,
<br />1, STONN PANEL SHORN ON THIS PRODUCT EWVUATIN DOCUMENT (P£.0.) HAS OEM VFRIPED FOR 'COMPLIANCE N ANCHORAGE SHALE M AS MENTIONED N S.1) AND N &2). 19'1", (TOTAL W'IOTH) � - T5.19a' (TOTAL wlmj--.-- -----r 5W/10, SW111 A 7W/tl
<br />ACCOROMCE M TN THE 2020 (7R, EDITION) OF THE FLORIM BULGING CODE (C) Ln t]64DNS ar,Da �yN. �+Fesu' �,� E OM "1• I 12.sw (EFFECTIVE SwO q--�-- �� r-
<br />I 1 Y WX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B At 4 3' MAxs
<br />1/4Y TAPCON ANCHORS, AS MANUFACrURi9T 8Y r.T.W. BtiAOrX. INC.. t MIN. i FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 - � 1• MN. j
<br />FOR AI WINO LOADS SHALL BE OETERMHED RI PER SECTION 11E E TH OF THE ABOVE RA BE MENTIONED AULE, 14-10 PANCIA4TE FEMALE IO AND PANDLI ATE FLUS ANCHORS, AS MANUFACTURED 8M ELCo CONSTRUCTION PRODUCTS, t i+"-�—�---�--�'---6 1r4'_-�-
<br />FOR A WIND SPEED AS R671RftE4 aY THE ING AS E 7 WB� THESE SHUTTERS D T E 1NSTA ( AND - 1 4"a LAG SCREENS PER N.D.S. 1 1, FOR A 01NECT,ONAL(PP FACTOR KdwT.65. USNC ASCE 7-18 AND SiIALi. NOT EXCEED THE WA1DMUk1 (A.S,0.) r �i-f- I F 1 .,...`-..-"y'.-,..R.,....-".-.'
<br />DESIGN PRESSURE RATNGS NOIOATED ON SHEETS 7 TARO 12, 14. IS, 16, 19 a 20, - 7r16`a x s/r W00D BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, SOLT'a SPECIALTY CO. �.. , i .°'4. i ' '. , d ., T- 0-'-r r"':,, 0.93M'9ft THICK 1.350''-^^ti yT3�`- " b a i o
<br />IN ORDER TO °JFYYiF`A THE _'_••." -•`» - '-_ 4V-YAM10.4L0 3TEEt. .{
<br />_e_._.._........__. ,..._
<br />10 A CDNo1�IQN, rN-D DOA DORM LI LOADS T DETERMINED 4 R AMCDER 7. 16 - I, '+, f �, �� i Q, .,(:. }}., 3 4 #��. ^^��,,.. - _ -.,•- _.Y.. .._,-,-.. ,r't ,._-"�"T__'1^-yx'_'?"_-
<br />CA) MNNrMUM. THREADED PENETRATOR Nt4 WOOD OF TAPCON ANCHORS SHALL s i ,/i^ AND 2 Fak.ELCri PATTa,A1ATE PLUS < •; •• , r. ATE 3.A W" J 1:J ' i r `1 , l i -i , t , e 1 SHALL FIRST REDUCED TO :A,S.O. OFS,CtA WINO LOADS BY MIJLYIPL.YNG 'PNEMBY 0,5 94 T,If(DER lo�DD T^ {- -U- -y
<br />' 4AJ35'TAN, THICK •�°'" ��''' I ! GRADE 40 11 ,HEAD/ � � 4 `��' ...,I I LLa. � d'�
<br />COMPARE THESE W Vdx, AND PA4RMNE: FEMALE W. ! ` 7:7" E�,y-
<br />J (A5D) DESIGN PRESSURE MINTOS RiWCAYEO ON SHEETS 7 THRU 17, $4, 15. 14, 19 2r 2ti, F 1 P,e57' 6ALVM eD STEEL EDGE J t 2,657` G-$0 rdLV. 1
<br />ID> 4 3,1�i,
<br />C:21 MNrMUM THREADED PFJREIRATWN OF LAo SCREW, INTO THE WOOD F'RAA1E LIdR'T SHMk 9E 1 9/2". tK7 THREAOH! 2000' . A TYP. ASTM A-457 4q' 2tO` ,Z9}py 1+ETAL �„ t m " CJ
<br />IN ORDER 717 VERIFY TFOrr ANCHORS WT THIS P.EO. AS TESTED WERE NETT WEB STRE5STD A 3SA INORrASE N AE E PENETRATION WM STUCCtl SHALL BE CONUDERIS AS PART OF THE REMMED THREADED PENETRAt1CN.' � 6RAD Mom" DETAIL .,AJ `.q - ,y , J tfj Z.
<br />STRESS FOR RIND LAMS WAS WIL USED IN THEIR ANALYIis. FASTENERS SPACNG TO Wa HAS BEEN EEMMAKED N
<br />ACCORDANCE W1IX N.D.S. 2018. C.3) MROMUM EOIE ORS MOE OF LAG SCIE.WS, INTO WOOD SHAJ. BE AS INDICATE IN THIS ORAWINC
<br />L ---- A .. 1&6' LSKTAR. A , 48.8
<br />STORM P,Wp,'5 ADEQUACY FOR RIPACT AND RIND RESISTANCE WL"BFEN VETIf1E6 N ACCDREIMICE YATTFI SECTION 1626 G` ---'-------`---_._-__----.
<br />I 0
<br />THE ABOVE MENTONIO CODE AS PER HURRICANE ENGINEM00 A TES'wNo INC. REPORTS Sa-562, 96-570 k 96-190 AND CA MNtlMUM PENETRATION OF WOW BUSHING SHALL 13E s/B', 1/4" I-20 SCREWS USED SEAL. BE 11/2' LONG MNIMUN
<br />Ft71MMTION TESTING LAB NC., REPORTS #2032 & j2126 , AS PROTOCOLS TAS--xot, TAS-202 AND TAs-203. SHOULD S CIO EXIST. Mb I' MTHWUM FOR WALLS WITH NO STUCCO. v.x50` �-::, f.350• 1-_.�. ._. .h '..t.._._ 'y, $
<br />AS NU AS A'AMCM TEST LAB OF SOUTH FLORIDA REP#FT j02IS.01-09, AS FERIAS 201, INS 207 AND p}� _
<br />TAS 243 STANDARDS. CS) IN CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS, STUCCO 'OR WOOD. BOARDS BE FOUND. ON THE EMSITNO (1 STORM PAN - f� END STORM. PANEL �, ` ,/ , } � 4•t � E'' Q
<br />`2, ALL ALUMINUM WOUSiONS TO BE 6063-16 ALLOY AND TEMPER. tUKESS 004ERMM NOTED), SOL SHEET 2, WALL. RAGEANCHII SHALL S LONG NEIENOUGH TO REACH THE. MAIN SPRUCnTRE BF3HND SUCH PANftS. .---;•-2.167'---.. .'.•1}.� = cc C3 lV
<br />^-
<br />MICNORAGE SFMLL BE AS MENTIONED IN CT), C.2) ffi C{) n.�,. .^'- ", � , C:3
<br />3. ALL. Ad:IWiNUM SHEET NELAt. USED AT CLOSURES 'SHMA. HAVE J105-1N1{ ALIDY. 3 w,.. :.1. t `--.--•-mLA Cy..
<br />(D) ANCHORS SNARL BE INSTALLED FD LIjWNG ALL OF HE 00MI ENDATICN4S NIL SPFAI70APTX NS OF THE ANONOR'S MMRUPACT JRER. ] 2Jf 2.Ta7^ t � y M 4=
<br />i _ o
<br />•,� +rati-2a T 4'i.-2s: t2s` , ^- _ . _� _ _ _ _ _ _ � _ _ _ _ - -,_ _ _ . _ - J y
<br />l41A'£t'S. t7W LIP "'�•. �;, f' 1 TOp" R,:qq .725 . 7,� // ,,,, ,.. ., _.,. �LTED PANELS W/ i/4a 2Ox1 P fA N
<br />4 ALL ST✓»>a- SHEET MIT# PA1dEjS SHA1;L WAVE 5TRI1G'[UFtA1. QUALM STEEL. ASOX A-BS3 GRADE So AIN,MUM, C-6O 8. PAVRAS MAY ALSO BE NSFALLED HaRZanuLY FDU,OW5N0 INSTALLATION DETAILS SHOWN ON SECTION 3 iHRL1UCN 10 (SfffETs 4 "°- ': ,2d0� •7.:-" 304SFt6c5 301 BELIES UNBOLTED PANELS CA,VANI2EC 57EE1. DESIGNATION W .,�.... ______._
<br />/Fr- ss.s wl (ALTER ROLLED). wf H#A41k7 tT� •,..,-1 { Tea' _-r..7sD' I � � -�
<br />T}iROIICtI 6) F]1GZfPT THAT HEADERS (Zja ® SHALL Ear. USED. R S T-... .925` !r`ss-STW xrvETm 5.5. STW _ j U9LT W/ 7J8' . a✓3.'" r C:i �e
<br />6, ALL SCREWS TO BE 5TANLESS STE}:L 304 OR 316 Ak% SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER - R-9.ozrOat i 10 JV79iE f 70 AIR6LE e --- I jtt (SEE SECTfO1F As , ' .1' fNGNUTS 6 FA (11 AP Q N
<br />- 2 }j /2 1r2" 0:C 12 1rr O.G ! APPLICFBCE) t i. i (SEE swr ONs As APPuCAaLE) , Y 9. F. SHALL BE TFtE C4' THE CONTRACTOR 14 VbOTY iT1E 50UNOtiEss DF itiF STRUCn)RE WHERE STRLlTTETi LS TO BE `'- + 3,375' ! --- 1 i t 9 I
<br />3 aA
<br />DIN 5W19 w/ 50 Wi 49€LU STRFIKiTH ANo 90 Ma TENSILE STRENGi'H !t 91HN,1 COMPLY SMf FT,oFBOA BUIiIAN:G CDOE ATTACHED 1D kHSURE PROPER ANCHOPAGE. THUS StNTRER SNAL.L ONLY BE ATlAGFH_i) TO C{3NCCE(E,. BLOCK OR WODO FRAME � to.tIO' .too , i 1.50p• ! 196f1•
<br />SECTION y4,t.3.3.4. BUILDINGS. F ` 093' D$3" --tf
<br />6. DOLTS TO BE ASTM A-JO7 GALVANIZED STEEL„ OR ASI 304. SERIES STAINLESS STEEL. WrrH 36 I#i MINMIUN YIELD j ~` 2..125° BEE ,9"�H• Vie" S I f
<br />StRENOTH, TV, EACH REGULAR STORO PANEL WITH lENVTHS OVER TT` $ TNAMCEI 12'-4. AS PER SECDONS 6, 6. 9 h 10 AND ALTERNATIVES BW, e^'0.%0' ~`'� r 2.f2s` b93-. 7 OCTN4 T • 1 ' }�. -d '' `> O S >=
<br />SW & lOw ON SHEETS S, 6 h 12 AESPEG7IVELY; SFMLE. }HAVE A LEGtT9.E AND READILY MARC MARKNG RH57RUCTftM, OWNER DR .' 7 ANCHORS TO WALL SHAU. BE As PEN.I.Ows: TE144NT TO SECHIRE PANELS WMIt! APPLTOABt6 RERHFAIRCEMENT OtiRNG PERIpDs OF HURRICANE wNiNTNC ${. 7H161EO ...: 1 R, G 375 '1'$d i- ,. tiT5 f T P }$
<br />N FMLL a i-:....a.,..3 ya.,...._"____,.M......,,..i -.. «,..T.500"--# f.*�00^ { j,> = y N .A
<br />�} .,e^ 4..1 O3
<br />ii. THE INSTALLATION AS TO SrA,{CAULK ALL 3IHUTTER COMPONENT E&iL's WHICH Rt'JAAIH IN ,ONT(NUOGS £xdACT WHtH l-:�-*-_.'., �^' js,} .: ,.,id3O'1. �' ,.:. I r .r
<br />IS IC YI WNL A { 1 >
<br />- 1/4'a TAPCON ANCH0R5 A5 MANUFACTURETt BY HT,W BiALDEYl, INC.. (Min.. Fax3fi9x p�s.'r) Ti& BUILDING 7D DREJiT MANt7fRMN IMFh)>aTON, 1,[lWll 61i� . -.. 1'•-.-•, 000,,.,- .. ,. . - t/4' tl A 7/B" GAS--N MOORS. AS DISTRIBUTED I BY L POINT
<br />W. (MIN. LT A, SPECIALTY
<br />CIALi }^}.
<br />- Irs`P x 3r4` SOUD--SET ANCHORS, AS DISTRIBUTED BY ALL R01NT SCREW, BOLT Ik SPET.IA1.T`( CO, 12, STORM PAIR. NSfAttATI(Nd SHALT COMPLY W(T14 SPEOS NCt1A7ED N TITS ORAWINC PLUS ANY BUlLU1NG AND ZONING aInl,T10N5 ROUNDED CORNER C EAIi)5 d)F PANEL•9 r�y p tU
<br />PROMED BY THE JURISDICTION WHERE PEW17 IS APPLIED. TO. `� a 47 � •� g"
<br />2 h HEAD£R 3 ti H 4QjE ^� ANGLE WITH STUD GL£ WITH jj (� tramp's ,A, s=
<br />(MI. t'en3= p.a.i.) END UP Wf HIDAiIED EWE, w w w w {4p7 {� flu 'V \:J'�;./' Cl' ti.J"F;
<br />%1A-T0 PA7FEENATE FEMME IO k PANEL.MATE PLUS ANCFKIRs, AS NMIUFILCTURED BY EtCO CONBTR1O77(MR PRODUCTS: 13. (a) TIR15 PRCpUaT EVALUATION DOCUMENT (P.ED,) PREPARED BY THIS ENCNFER IS 9iNEtaC ANb DOES NOT PROW0E. 9I"OlB,VATION ti:� {URN. 1'c>,335D pad:) (K&S
<br />FOR A SITE SPECMC PR W-. I.*. WHEAE TILE $In CONDITIONS DEVIATE FRCA1 TH6 PED. STUD a---3. M' 1 �l, ', 4. 3 a, .4, b �, -3 � --r C
<br />1/4'0 CF TAP-ORiP MOORS, AS WNUFACTO RED W. TRU-VAST CORPORATION (ras36O0 ,.x) - 1 ASN.�' / / / / / 7/5, � 1' MN. � O
<br />—� � SET, 1W/t0, ZW/10, 3W/10, 4W/10, a ca
<br />A- 1) MNIMUM 17/FfDNEW TAPCON ANCHORS N7o POURED CONCRETE SHALL BE T sf4"U 2' FOR PANEI.MATE iEIMLE (®) CONTRACTOR TO R£SifiXISIBIE FOR THE SELECTION, PURCHASE AND INSTALLATION NCLUDING UFE SAFETY TH15 PRODUCT i/!4 a 2/14 374' ' 6/5
<br />W AND PANEMALTE PLUS AND 1 114• FOR CF TAP-CRIP ANCHORS. BASED ON IRS P€JX PROVIDED HUSHE DOES NOT DEVIATE FROM THE CDMT04 DETAILED ON THIS OCCUARNr. $- J __ ,S7{^ � SW iD, fiW 11 A 7W 11 '-
<br />c 00MUCtION SAFETY AT SITE IS THE CONTRACIOR'S RIESPONSIBILM
<br />TOP E00[ r"•.D$B• ,7`.+O`°"' € - FOR CONCRETE FEE SCHEDULE ON SHEETS $ h 9 '
<br />A2) CALK-N & SOLID SET ANCHORS SHALL BE EMBENED 7/9' O TO IN 6 POURED CONCRETE, NO EMBEDMENT WED (t) TITS PRODUCT EyALUATION DOCUMENT WR.L HE CASNSIO) D 1NVAd.AT iF MOIRFUErI. " I....-,._: � .1 ` L .1� t/F 1O, SO4 SENEFS
<br />O
<br />_.. i- , .9: sw INErm To FOR WOOD SEE SECTIONS ON SHEETS 10 & 11
<br />STUCCO SHALL BE PERMITTED 110 0-20 SCREWS USED 1,'I" BE 1 1/2' LONG WMNU M SHOULD STUCCO COST. il/t)79 A$3` �. 375- .. �,..3 , �.2 �BSe- I •, .$W` IF t ARf,T3 f 12 Yr2" a0,
<br />ND i' MNWUM FOR WALLS WTTH NO STUCCO. AM7 MAY TR' HE 3CRE'W5 OR Ali. THREADED SCREWWS wf4 tTrAj}. (d) SIR SPECIP C WOJF M SHAU BE PREPARED,. BY A FLORICA RF41STERM ENGINEER OR ARCHITECT WHICH. WILL BECOME THE ,,0$3• T.671 `
<br />BUT WITH MINC NUS ENGINEER Or RECORD (E.OR,1{�,FOR THE PROJECT AND WHO YRLL BE RMPON E FOR TOE �j
<br />PROM USE OF THE P.E.D, t WEER OF RECOW ACTING AS A OELMATOD ENGINEER TO THE I tW'ar , FOR _,__-.�.}� pp ,Ogj" �a, E.D,rs• ���" i. ♦ s 1 t �E � � �, �.�_ �"' `�
<br />0,33 N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS, STUCCO OR "CO OOARDS BE FOUND ON THE P•ED ENGINEER, 3E1ALl. 36f9M{T 7C INS LATTER THE SITE SPEORTG OPAWNQS FOP RELIEW. ,957' L. ' . 25• }. _ # t -. ,..n.._.._..,.J REGULAR 'STORM P:ANEL5 - a u � FL. ATiON
<br />CASTING WALL OR FLOM ANCHORS SHALL BC LONG ENOUGH TO REACH THE MA04 STRUGIUNE SWIND SUCH LiEMN AOV4RAF t 4, I r^I 5---- NT.'S.
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED N AI) AND N A.2). W THIS PED. SHSU. BEAR THE OATF AND ORIGINAL SM AND SIGNATURE of THE PROFESS10NAL ,,2,Dpp"� v,e
<br />ENGNEER OF RECORD THAT PREPAtEp IT, .425'a 411P,1
<br />;B) m Sao A,L SW =29- 7.000* KEY IDLE WASHER
<br />t 1/4• MOT. OAP
<br />TAPCON AHCHO AS ORS, AcrA AC I. T W. BOcftk , INC. 14. SHUTTER TIER IN RtCEFi SWUL BE 1700D 1 A READILY BUILDING
<br />LOCATION E LABEL - �_,�y 'F' TRACK_ AIIGLE ,i/g' WF' TRACK (%} FLAT PLATED Dh7aAP287 i
<br />A Ifs• CALK-rN ANCHORS, As DISERM TED B AL DEWALT SCR ERN, Ir& SP P,0Y PANEL BE PLACED
<br />N OROM ACCORDANCE ENI LABEL 171TO C OF n,0H6oA &ALONG COM0,9, OF LABEL r_,gp,4° � , WANtM.,.,WITH STUD - I 1. WHOLE
<br />( FLORIDABE PIAC� Frig Et•ERY OPFSANG• LABIi1TK, Ti? COMPLY W71I1 SEC'110N 17083;2 OF THE I GALYANVED STMM'M ,.'L1 A r)-' � wam
<br />- 1/4•I % af4' S0{,10-SET ANCHORS. AS p$(F�UIEFA BY µL POINT SCREW, 9CR.T & SPECULtt CO. FaRtlBI,ILDI6M. DooE_ V.
<br />(ARE, r-lwo Pea.) I ` ^•-
<br />Ir14•-10 PANELMATE FENNE. W AND PANEMATE PLUS ANCHORS, AS MAUFACTURW W C= CONSTRUCTION YHrS Oft41M1RO BNAIJ. 0NL'M BE USE - i Mku T9• wllr ..
<br />PROOUCI5 (MIN, rsffi2071 P,A.I A{M11tH1Mtr OBSMN PEBMRS N THE STATE OF FtORM - _.,._._.1 ••
<br />F,.,. t,oe3sQ ,"`GfN `_. ��IIAwEA + A
<br />TOE* -CRP ANCtrOAS. AS AAWUFACTURPED BY TiaT-FAST aGRPt1fUUTiW4 ,N+��l;?'_i4_•j1�� I ,375Y ae's.$75*1t
<br />01) MINL40M UK TAPCON ANCHORS, aW PANEIAIATE5 AND CF TAP-GRPI ANCHOR: NTO THE •`. tI' ,... 'l FLORIDA BUILDING CODE (High Yalaei HMiYI*One ZOne j i `----y-' .37s` s ,4416
<br />BLOCK UNIT SHALL BE 1 1/4-1. �' _ , �. r,s � _. � p- _ * :. .� T k FLORIDA BUILDING CODE Flr h VelocityHurricone Zone �y5.�'"• EN • :1,�• FLORIDA BUILDING CODE High Valo6H HUMI'CDne Zane
<br />20 GAGEGALYANIiED STEEL SIOR�,t PANEL • , DTP, 901TOM , •.-� � #i �J7
<br />0.2) CALx-N AT 5CUJ0 SET A404ORS SHALL BE EM9EDOW 1161 INTO THE CONCRETE BLOCK UNIT. No ♦�D No. 4 1� � �" � ' �3!"I �"" ���'p M� NUT-`-niOE OF PANES = -S� 'fATf � aidll 1RT6A. AID. iD GAGE CAiVAtiiS.D' STEEL STORY PANEL 77 .I � .,¢ 0200 TRTMO• NG 20 GAGE GALVANIZED SrEEi. STORM PANEL
<br />EANST, AND " W > WITH NO SnJCCO, USED SHALL BE 1 2" LONG MINWUM sNWt3 � : q/2ljlata r-- - D ./29-- <1875` , �^, C .'Y' sl, r •4{, _ OIeWN Br. S T l`IO z r OrtMr PIT,
<br />r / SSA —� I L E C O I N Lo-. LOBAL PROTECTION PRODUCTS tic } / saw l-.AAIFAi. s a� ' 0 �` -� i �M a
<br />11300 -- �J z !r . a mtAs/ao�e
<br />c •.Z n TrJTRa a wwAn "P°tiuo,.�' ate! GLOBAL PROTECTION PRODUCTS, I.I.DOE'C. A -A - GLOBAL PROTECTION PRODUCTS,I.I.C.
<br />�y OA ©� ,. R a A. lm YAAw we" A rt m a mow 064)6Aa-r^ FAX (9 OW -mar 20-17a /� w w T AlAi P I" �qy 1Q t � l N.Tw. ATE k, O IMr< ce l
<br />'3i"t�[t't� •.••• • • •, ` .w.. WD c,A-MAIB>19 err-f>n �u y V RITE r+ ,y� a. ON1C FL u1N 5�� - ; T9L}T - CgIP oAiK. FL
<br />33s54
<br />.,,, ORAAUN4 Na X KTBW,TNIIY, USE 1RN6 NUT Wr(WT A 41C0 &K. 61 lIM1kT ffBO S.,E at 6t1"YT
<br />ALUMINUM, NO F 1bNDUnIG wma 1Tr Aw"04m. ,ws,: • pq:�, WAOf4 RmfN I4101K: (as4}�q-7S40, Fk' ONION,
<br />2O-17S ,, (lilt
<br />M NMa iAe•. f... T1a.1.,Aw1 AaaPIA n xa PNN1G (aw)aA9,7616, t16E t164H6I-srvA 20-175
<br />'� "ifs w -,m aa9Ewm � S N rn-wwea,c r
<br />F T P 3NOKEL PLAIFD(ST Miwnw,.. MAR
<br />�riF iNi171^' : lMF/p1TE L A. ,M.. P.E.or IS i SKIT' 1 SN 26
<br />G,A-6714 T
<br />INSTALLATION DETAILS
<br />FOR REGULAR PANELSQ)
<br />&
<br />INTO EXIS'i'ING POURED
<br />CONQRETE OR C014C
<br />BLOCK STRIIQIUgESISM
<br />CONCRETEANCHORS
<br />OULE
<br />•'G6 r mlw�il Y)
<br />CONCOM
<br />BONE ANG"on
<br />Orl '
<br />SHEETS a TMIMHGII 9i 4
<br />aHEEts e) y^<--fA.
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<br />COOGRETT ANCH RS
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<br />'ar,w 1m MIarAAsemx I
<br />SHEETS a A 9)
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<br />an,ee i 12 Vr a4� r
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<br />TOP. & SWOM MOUNTINGS CAN BE
<br />CCBA8iNE0 1N ANY 4VAY To S�L)XT ANY
<br />!�aa`EEt
<br />r//t;'�!
<br />1p
<br />rasLI11D rot
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<br />FLORIDA BUILDING CODE Nt h Ysloa Hu no Zone)
<br />,ICROCaEAIRRFD,
<br />*67 : * =
<br />mac lEreea, wc. 20 (SAGE GALVANIZEDSTEEL STORY PANEL aa149`av,
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<br />(SEE � caR T6 B1 ROLcaI� 9) i tiaa.
<br />a+R'E1se 4 63 ,). .�
<br />3ram1•
<br />E'ITG F NEW 1` WIDE .VARIES
<br />° Fl✓h11HG TWpf ARM, TUBE OR 1`;
<br />p0_03TNG� a0/ PIT, WOOD PLATE SPACER_ -r¢-
<br />wDo � 1'
<br />`' ,: • NeAr 1^ MADE a vAR+fTs , 1/a•
<br />i_ ?WOW P1e�MTE SPACE
<br />*• j BEYOND TRMX I i
<br />o e { (Lim CH ANCHORS s
<br />Lt " (SEESC0i7141 1N
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<br />NLS M (MSTA LOIN IN PLUM QWMM
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<br />a6/4• VALID FOR 92AAR, UFE-SAIM AND E-2 RANG MM Pala_ MM
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<br />SHEETS B k 9) SCM.E a/t6-t'
<br />Now FOR CO•tL'aNAl1:gN Or SSCIID:,c:
<br />TOP A BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY' i iilL<11.
<br />UNSTALLAn1JN. .,,.. SCNE 311$r•'1"
<br />7T
<br />ORURM CONCRETE CONCRETE
<br />CU CONCRETE B64CK t 6 C��EfatoCH
<br />REQUIRED
<br />3 COtif;Id�.7E BL�OMWt t TE ...�JKIIEREQUIRED
<br />i i6H BCNM9t1 I3qq3 (!4E R9RR00
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<br />The on SCHEDULE e0O
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<br />E.O. - EDGE OF4UNC£ rLcz FOR I:i}►1B91ATION Of' S€E#>ONS:
<br />(SEE SCHEDULE ON 'TOP & 60ROU MOUNTINGS CAN BE
<br />SHEET 9) COMBINED, IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
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<br />ANCHOR£ POR CONCRETE SEE SCHEDULE ON -%IM S
<br />FTRI WOOD SEE SEC'TIM ON SHEET 12
<br />3'
<br />Max. 2.8r
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<br />FOR WDOO SEE SFCiWNS ON SHEET 12
<br />REGULAR STORM PANE> ELEVATION
<br />SCALE 313V-i-
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<br />SHEET NO.
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