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<br />T1 L 1 C�i� INC.
<br />TiLLIT TESTING & ENGINEERING M CO PANY
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER:
<br />4800 S.W. 51 Street
<br />Davie, Fkx1da33314
<br />1. PURPOSE OF EVALUATION;
<br />This Is a Product Evaluation Report Issued by Walter A. TIIII% Jr., P.E. (System
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />81G20-3, Method I of the Florida Department of Business and
<br />Profesalonal Regulation.
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with this 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1, PRODUCT EVALUATION DOCUMENT (P,KA4.
<br />Drawing No. 20-176, titled "29 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and seated by Waiter A.
<br />11
<br />Tlllit, Jr_, P.E.; dated 07/28/2020. This drawing Is an integral part,41#I�sl�
<br />Evaluation Report ,N\�A A, i/� AF-
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<br />- '' '\\CENSF /�
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<br />j� NO 44167
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Pasr• /C�Awy�-V,G��i[IS91
<br />PRODI)CI RTPALU&M ON R2rllr►lt r' NO. 20-07ffiDl 2
<br />2.2. TEAT REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-669 dated 08/09/1996, #96-570 dated 0911811996,
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports* 2032 dated 04110/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by CIC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.& S UCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1610 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />dated 11/03/08 and 03/12115, signed and sealed by Walter A. TiIIR, Jr., P.E,
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4, VMD LOAD$ RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<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 />20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17. 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176,
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Indicated on sheets S. 14, 16, 25 and 26 of 28, of Product Evaluation Document
<br />(P,E,D.), drawing No. 20-176.
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<br />S. MATERIAL CHARACTERISTICS ANO 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.20-1178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USE•
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />prepared by Tlltaco, Inc. and signed and sealed by Walter A. Tilit, 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 black, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tilyd, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0000719),
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<br />D:Y TILTECO ADMON RECOROS I P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC I20 GAOB
<br />GALVANIZED STEEL STORM PM(ELI DKW43 W 2O.1761 REPORT B 2047211.01
<br />L I ECO INC-
<br />TILLR TESTING 6 ENGINEERINO COMPANY
<br />WALTERA. TILLIT, M. IH.E liltWOOMI.Dom
<br />PRODUCT EVALUATION REPORT �•FF IA-N. 44167
<br />NLL.A. LI-I Va J706719
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61020-3, Method I of the Florida Department of Business and
<br />Prollesslonal Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.I;
<br />Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL`,
<br />sheets 1 thru 18 of 18 prepared by Tiiteoo, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawingIs an into tpI N Is
<br />Evaluation Report. a+.9RA I.;'`,"' k)jIzis
<br />-" -r-- . Y4.4167 $
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<br />�,•, STA E OF r�t'
<br />'; OeF; •'r/OR10A .G-*,0,',
<br />63,55 N.W. 36th Street, Suix 305, Miami Florida 33166 -Phone: (305) 871-1 ?hO....6 ��,84i-1531
<br />iKoDLIC1•1CVA1,r:AT10NR"QjITN0. 20--M7A2 2 jiltonucTKYAT.11ATIONJUMMTKOL 2AA72T.M T
<br />2.2- TEST REPORTS: 5. INSTALLATION:
<br />Large misslle Impact load tests were performed under SSTO 12-99 standard as Installation shall be performed strictly in accordance with details indicated on
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />Lab of South Florida, Report# 0814.01-01 dated 03111/02 witnessed by William sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20.175.
<br />0219.01-09, dated February 25, 2009, signed and sailed by Edmundo
<br />Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1800.1.2 of the Florida 0, MATERIAL-CHARACTERIISTICS AND SPECIFICATIONS'
<br />Building Code. Test Report prepared by American Testing Lab of South Florida, Shall be strictly in accordance with General Notes and Components Indicated on
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />Gonzalez, P.E. 20-175.
<br />Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13, 2009, Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as Evaluation Document (P.E.D.), drawing No, 20-175.
<br />per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jeciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS: 7. LIMITATIONS AND CONDITIONS OF USE•
<br />On 24 Gage Galvanized Stesf Storm Panel for maximum parcel length vs. design 7.1. Shall be strictly in oomplianoe with General Notes No. 1, 8 thru 14, Indicated
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />length based on rational and comparative analysis, and in accordance with prepared by Tlteco. Inc. and signed and sealed by Walter A. Tlllfl, Jr., P.E.
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12118/10 and 0&27/13 (for this revision), signed and sealed by Waiter 7.2. Product stroll not be Installed within HiGH VELOCITY HURRICANE ZONES
<br />A illlit Jr„ P.E. as defined on section 1620.2 of the Florida Building Code.
<br />3. MISSILE IMPACT RESISTANCE: 7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />Large missile Impact under 1609. of the Florida Building Code, as per ,mood frame structures.
<br />SSTD 12-99 Standard and TAS 201.
<br />Product Evaluation Report prepared by Walter A. Tlllit, Jr., P.E. (Florida License
<br />4. WIND LOADS RESISTANCE: No. 44167). President of Titeco, Inc. (Florida CA-OW6719).
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind jauHAn!
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, N
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawingNo. 20-175. 1 . <</r
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 18
<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 Z. 9 • : - , * �7 : * s
<br />work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard. O•ATILTECO ADMON RECORDS Y P. E. REPORT.201 OLt2{/ P Os ���qqp.�, N Pjg��OpDDC��pa. Ly'q"�Qg 0E
<br />1N�11111N GALVANIZEDSTEELSTORMPAN EL\DRNCB20-1751REPORT W204r7 4,, ,r(QRi9P•,��.W�
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<br />�.�I�p�� �� COMPONENTS FOR REGULAR. dt LIFE SAFETY STORM .PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/s, _
<br />Aw,.➢MIK.-M fifri. 6]) •1 CASE THAT PRECAST SRW. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS K FOUND ON THE (SCALE 1/2-1'
<br />Oa&M WALL ANCHORS SHALL K LONG DNOUGH TO KXN THE MAIN STRUCTURE 90" SUCH tVINEL.S. iW 10. 2W 10, 3W 10. 4W/10,
<br />1. STORY PMa SHO•N ON THIS PRODUCt EVALWTON DacuINEtIT(r.*o.) NAS BM VDRrim rot K:OMPUANCE IN ANCHORAGE SHALL K AS MENTIONED N 6.1) AM N Ri2). . -__ ..- -_ _.-15.iw (MM WOM)_._ _ .__-- ---.- . __-_. SW 10, eW 11 a 7W 11 5
<br />DESIGN MO LOADS SHALL K DE WNW A6 PER SECTION 1WOOil THE A•OIIE YDMOO O CODE. ••G.-D ' i .� -- ----'- =_--'2.500' (EFPECRYE WIO1N)-- _ __..- - .. -� I :'�.SOO• r`._... --- .._---. i6. H16• (TOTAL WOM) - _ -~.' - ' / / / a/
<br />ACCORDANCE W"" THE 2020 (7a EDnION) of 111E noNNA BMLDINIo COO* (C) rw�+ �rs,� . _ __ - -1
<br />1/4 TAPCON A IT FEMALE
<br />E MARFACI MLM E I.T.W. BURDDt. NC. - _ I MAN - ANCHORS: FOR CONC SEE
<br />SEE &OEOAE E 8H 10 A 0 • • 3• MAx
<br />FOR A ONtE SPEED AS ICTOR CO O. 71E ,aJ ASCIE 7 16 AN SIMLL NOTSHUTTERS WILL K MAXIMUM
<br />AIO - /14-10 PANEUAtC PER
<br />W O AND PAl1aWTE Plus ANOOR&, A6 MANtAACIURFD m [LCO W+hYRWR,pN PROOUC7S. f PO` - '"\ / ---~ �'eo• { , i\ rt3So' O' WQ� 6Ti� 1•�•' it n.600- �^t' WI. � FOR WOOD SEE KC -- ON SHEET to a 1, `_,__ - __. _ ', yN ry /
<br />s/4 -
<br />raR A txREcrloNMm cAcroN N•.oss. IlSINIo NdCE 7-,e Alto 9MLL NOT EXDED THE YAXMIM (As.O.) +/4'0TAD SOEWS ►ER N.o.s. / s�o - - f" -
<br />OE9GH PRESSURE MIN" INDICATED ON SHUTS 7 THRU 12. 14. 1S, 10. ,9 a 20. - 71WIT A s/r WOOD 1 LW*i0. AS OSTROM BY ALL PONT SCREW. BOLT A SPECIALTY CO. / •. I I j i , � '� e o
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<br />S ORDERBE ro f4M 111E ABOVE CONOIION, ULTIMATE OESIGN 919N LdDE OE7L'IIIeNNED PER ASIDE 7-1• i + MAtl[G�R' ' • �� • O .-.... _ _... -
<br />9RAL K FI1sT RFDIJCEO ro A8.0. D91OI RMD LOADS Br YULTiLYRLi 11EA1 Br 0.6 IN RIDER ro CA) fete" 1NIRAOm PDIEnWM INTO WOOD a TAMON ANCHORS SHALL K 1 1/2• AND 2• FOR ELCO POFMAVE PLUS '•• \ � / D.M., 2 3 4 + , , 1 � � 1- , ,
<br />ij
<br />COMPAK THNE9E W/ MAX. (A.6.0) D9KN PRESSURE PAM= NDICATED ON SHIM 7 THRU 12. 14, 1S, 16. 19 a 20, AND PANELWLE FEMALE D /� -0 7.Be7' WL*V 71m / � 2.667' 9RAK 90 -, ' , , , , ,
<br />�1,, O.WrNIUrANafa TAN Doi �° �) mac � 4 3 4 8 I i N " 0 ''
<br />C.7) YINaLNY THeEAOED POl1MTION OF LAC SCREW. INTO THE WOOD fRAAE INT SHWL K t 1 ' -'C� ` J'- 1YP \ 90 AM GILD J ��/ 2' •21ip' - / EDD 1Y'r7. \ p OALV. ) / f_Y_ t_- ,_.,___T__T___T_. r_ r__r___r__,/// r'-T--1'-T --1-•1` 1--T---T'•-T- '(----- $ N a CO "�
<br />61 ORDER 70 VOOFY THAT ANCHORS ON THIS PLO. As TESTED WERE NOT OVER STRESSED, A 33X NiCKM N ALLOWABLE vOETNAHON cure srucl» sH/ALl K coH610FaK0 AS PArtr aP 711E IEQIAIED TWREADED • tION. �ED 2 I IIRW so INN9AIY BETAL N WRAC
<br />N[MY[D I /\
<br />ACCESS FOR WIND LOADS 206 IIOL USED N 71KIR ANALYSES. rA&TDIDRS SPACING TO WOOD HAS SEEN 0[7DeMED N L. _ _ _ _ _ _ _ _ _ _ _ _ _µ'E L _ _ _ _ _ . �. A _ - .. _ _ _ _ _ _ _ .. , N.6' I I t�T
<br />ACCORDANCE TURN NA•s. 20T6. C.3) MOWN TOW DISTANCE Or tAO SO N, ROO WOOD SHALL K AS NOICAIM IN INS DA WINO A0. A
<br />STORY PAtEL'S ADEQUACY FOR "-AM AND WIND PFSISIAICE HAS KEN VCMED N ACCONDANCE WAIN 9ECITDN 1626 Or __ .__ _. ' _l.J-.H-..(_._._ L
<br />THE FENESTRATIONNtO6 tM LIONED �MKN�C. 2 A, /�PER HURRICANE EA1dr126 .O� ANC. NEP'ORTSK 2m •MO TASS-2a0 96-730 AND c.q SHOULD
<br />STUCCO
<br />SHALL
<br />DUST. AND I' LONG EH01 U REACH ,HE MAIN STRUCTURE STUCCO. �----
<br />KMU SUCH PANOS.T +�• M - 1. _-.- ©---9.230•...-- --. 1•- r.330• ......� .. _. iti/1 ._- -- . __.. � / .:. .- _ __. v)` .� : _ - .- ._. E:I (�
<br />WIA&M PENETRATION Of WOW WPM SHALL K 5/8'. 0-20 SCREWS USED SHALL K LOW1
<br />AS WELL AS MOW,w1 TEST W a SCUM FLORIDA REPORT /02+9,01-0 . AS PER TAS 201. TAS 202 AND A � � I
<br />A.�
<br />2. ALL AttRMRLR DKtROSIan& 10 K a063-T6 ALLOY AND 1TDNDt. (uNLESs OTNDIRKE NOTED). SEE SHEET 2. FAS 203 STANDARDS. c.$) R OAK THAT PRECAST 9tONE. OR ENOUGH
<br />PANIC" WINCH T PANEL9, RUCTSTUCCO OR 00 UC14 PO K AOtAAD d THE F31atINo STORM PANEL END STORY PANEL _ .. I `y A- (T.i
<br />ANCHORAGE LMLL K AS 10DITIONED IN CA). C.2) a CA) '�- - 7C t6Y- � � � � '� * `+ /
<br />3. ALL ALKLANUY SHEET METAL U9FD AT CLOSURES SHALL HAVE J705-N1• ALLfT' (D) AIN.YOV6 fNAll K wSEAItEO FOLLOWING ALL or 111E AND SPECIFICATIONS d' RE ANCHOR'S MANUFACTUWA. ••y( f2s0�. 2.T6Y ���,�. `. / j Q) + .I-
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<br />I STEEL DSWHADON W/FY- 68.6 W (AREA ROLLED). 1// �h[YI[Otl✓ 1 .,00•._.�......_ too- �.•�. * .i:7pp•'r/,.. --''• = iglz p .I I CT PAPAS r�\ 1 "- �DI-� PNIF15 W/ ' - -20v;•- - j ,�; C: r
<br />4. ALL WEE, SHEET METAL PANELS SHALL HAVE STIP IC,URN. QUALITY STEEL ASTM A-633 GRME e0 MON". 0-60 ' ! I bV R APPLICI1BIi) W¢6NAIUTf OVEIj/p/6o.7- _ ... i -- u- v
<br />a PANELS Wr ALSO K INSTALLED INORZONTNLY rOLLOTRNK' tNStAW1ON DETAILS 9101NN ON SECTION 3 11w000N IO (SIEEfS . \ T. j I I 12 A 0 c,a ,/N 0A. -Al- ___�_._.l__Ll. ... f--- -'{III (SEE SECTIONS AS APPIICA6Lt)
<br />TO
<br />S. ALL scoters ro K STAINLESS REEL 304 tM 316 A61 6EC[5 art MMORON gE315TANT tNWED CAReoN STEEL A5 PER '� I CO3 , LU .vie• 3t3B .. SR .. ._ .... _.._ _.. �A _ _/_-.. _ _... __. ._ .. V . _ _ ,� (
<br />THROUGH 6) EXCEPT THAT WA MR6 m a 0 WALL NOT K USED. R 3S. NUO 1•VlTEO f.6. 61110 A. Y.A. B01? W/ 7 A 3/32-
<br />9. R SHALL L K THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE SNRK M - EIIE SHUM a TO K -1'' �+
<br />11N 600f6 W/ SO W YElO STRENGTH AND 110 W 1CNSWL STRENGTH a aHMl COMPLY W/ FLORIDA 61WDNG CODE ATTACHED TO 619U1E PROPER ANp,OR11Wf. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCETE, 0.0CX ON WOOD iWAY[ �.a• .1 I (� �-• +� •.
<br />SEG'fION N1 .s.3w, 3.37Y 1.500•_ T--
<br />6. BOLTS TO K ASTM A-307 GALVANRED STEEL. OR AMI 304 SERIES STAINLESS STEEL WITH 36 ,W MINIMUM Y LD 6ULOIAa&. ` ! 003• OBT DN 2.1J26 :.coo• a, , GOAL 1 J j / , r ^ _ CJ
<br />,O. EACH REG" STORY PANEL MTN LENGTHS OVER B'-S THROUGH 12•-4•. AS PER SECTIONS a, e. 9 a 10 AND K1EA7ATMS 6w, i'1S3!BO' I 2.1 - R s7/6" i i_._ .j i_ { �-,i 1j Y' �
<br />7 ArACN0R6 TO TAPCOI ANCHORS MAN,AACTUED er I.I.W. BIaLEX, INC.Min. fc-31 •a u. TETMArt ro SECURE PANELS wm4 APPLICABLE REINFORCEMENT OINUIO P06005 tit /AIRRIGVIE 9ARHIHW r.- 2rl L_, _ _..._. _... .i28' `.. I I I i i j ,`�i•. > (y C?
<br />STRDIQIH. lL.. -JI ` + EO Q �
<br />_ FOLLOWS Be a 10 SE LE PA S. 8 IT 12 R[SCABLE EI OR CE RAVE L IiTLBIE AND NEARLY VISIBLE AAI6{YIG RISRIIICMG pWlDi GP j `t' `
<br />� �' �' R a 376 . I 1 % -
<br />W ro Anst c POL._ CONrJIPP. ( Ir THE INSTALLATION COMRICTOR IS TO SEN/CALNx ALL 94MER COMPONDAT EDGES WHICH RDAWN IN CONT9RgUS CONTACT WITH t-- �• I - v' .
<br />/ t a ) THE BULDN1r PgEVENi WON/RAIN eATRu9oHR LSOIIfTRK: VIEW DETAIL A ar L—Y.---- - o 0 0 - - -- o -- -- 5;
<br />1 -... 12. STORM PANEL PWA ATION SHALL COMPLY wnH SPECS INDICATED 01 tHIS DRWK PLUS ANY BUI M AND ZONING PECULATION& ROLM= CORNER •DNS K PANELS y L-2.000•- - D.M.. 4 ,R• - JI -- .._-- -- -- ' < �=)
<br />I( �P3/ P IO'SET ANCHORS, A6 DISTR BUTED BY ALL POINT SCREW, gar A SPECIALTY CO. PNOAOEO D THE .AAAU9011C110N WIEK PERI9t E APPLIED TO. ENO UP w/ NDAIIED EDGE. IiAL o, 2 • . 3 r . 4 ®• ®• O I - J.. - - __1
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<br />/. • A 7/6 CALA-N ANICHIDRs. A6 NAA PACtLI1ED BY 009ALT wc. wit. rc-3000 P.•I.)
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<br />- 014-10 PAMLAAIE FEMLE ID a PANELWTE PLUS ANCHORS. AS MWXACnM BY ELLV CONSTRUCTION MOOUCTS. /�y , � `y or 'J 'I. -
<br />(HMI. Yc••3360 p.•.1.) 13. (n) THIS PROOUCT EVALUATION DOGREM (P$I7.) PREPAED BY THIS OIGYEER Is GEHEIRC AND DOES NOT PROVIDE OOOP AWN (N,Ts) O h HEADER O U ttEADER O , ® ANGLE wlTit STUD IAK 4 + 5 4 8 r LJ. '
<br />t/4'• CIF TAP -OW ANCHORS. AS A/WLXACIURED fV 17N-FAST CORPOM1gN (/'a.3600 Ps i.) FOR A S0E SPECRC PROXCT: I.,H. WHERE 1NE SITE C0N011gN4 OEVMTE i11GA 1TE P:E�O j_- _T V O O'�®' _ w _.
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<br />(•) CON,LACT011 1a K Nr3PON91aE FOR THE 71tLECt10N, PINNCIWE AND INSTALLATION NaIARC lmE SALTY a THIS PIROOACT - B S
<br />AI) MINIMUM DAKDMENI OF TAPCOI ANCHORS INTO POURED CONCRETE SHALL K 1 3/4': 2' FOR PAMELWTE FEMALE BASED ON THIS P.E.D. PROMED M/SIE DOES NOT OEVATE FROM THE CONDITIONS OEIARtO ON I" DOCUMENT I_(__A 1/14 A 2/14 0 . .374' .374• ..� SW 10, eW 11 a 7W 11 / _-..__._ . M (i) E 0
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<br />s7uGco SHALL K PERMITTED. 1/4' 9-20 OE•ts USED 911A1t K I I/2 LDHO MN9RJM sNlo w STUCCO ExtST, ,.4on -- 3M ( �' O' I- MRL[ • u ,/2 aG x /q
<br />ND I' MIMIAUM FOR WALLS RAM NO STUCCO. AM WY K mEA= 9CRE11S OR ALL rAwADEO scov" w/o HEAD, (d) SITE SPECIFIC PROJECTS SHALL K PREPARED M A FLORIDA agesTERIED DAOwEER OR ARCHNECT RI4CH WILL KCoME THE I '�- i r � -- - `7 ,ail• ; '---�-T I.Sp- \ � " � 1-Elram WITH WING HUTS. ENGI EER a IIEWC (E.OAL) FOR THE PNO,ECf AND wHo WILL K MEePO8W FOR THE ,Wes 1.343• 062' IS110'L--t.-° aBo-
<br />GROPER USE a TIR rE.O. E1NtlNEEA or R[00110, ACT9IO As A oaacAlto EINOOEDI ro TIE y "M M --`7 II - 3• 1 I is• j gEGULAR STORM PANELS C1��Q ELEVATION
<br />A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PAMLS, PAYMS, ANCCO oN WOOD BOARDS K FOUND ON THE v.[D. Do -W SHALL RIBM TO THIS LATTER THE SITE SPECIFIC DOOM FOR Itty N. 71W ,K7• I 1-J_- - . ow t- - _1 L _ ___..) N.T.S.
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<br />PANEL SHUTTER N ACCORDANCE WITH SECTION ,708.9.3 OF FLORIDA BUILDING CODE. ONE LOBEl 2-
<br />1/4' • . 7/6• CALA-N ANCHORS, A6 MNOKACRJIIED BY OEWALT INC. (MN. ro-1s0O P.•.I.) SHALL K PLACED rOR IDOEDY OPCNNC. lAKUNG TO COMPLY WITH SECTION t7'o9A4 OF THE I OD3•' Own.) I'^DN• o�-\/ Z 4
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<br />- I/4-,0 PAAELAAR FEMALE ID AND PAMLAATE PLUS ANCHORS. AS M4WNFAIC7l111ED BY [ECU COMSTRINC't10N 1N/1N11 =. PEIbm IN THE STATE OF FL.OIIMI � ' '' EN .. 'v
<br />/P4& TAP --.DRIP �7ANCIOIE.I.K IMIIUiAC1URID By 7Ru-FAST CORPORATION �.ER A. T/(fir .3 is'• x7e•• - -`�•Q,.1. 1/4.
<br />rLORIDA WJK DING CODE NI h Veloc Nurrlcone zon. I I. _. ND. 44161 MAIL cAv �r(�! p:...... l
<br />6.1) MINIMUM [,iEOM[N1 OF TAPCON ANCHORS. FLCO PARELWTES AND Cr TAP -GRIP ANCNOR. INTO ME uC .376' •� �,6Lo0RURt SALL K 1 1/4-_ r •9,s ILXM AC 20 am GALVANIM STIEL STORM FARM NA � _}-`. *: # FLORIDA BUILDING CODE h Veloci NurrlaOno Zone --1� -o FLMM BUILDING CODE V•loc NurAcem Z•ne6.2) CALIC-IN R SOUO-SET ANCHORS 9 4XL K EMKODED 7/B• NTO THE CONCRETE BLOCK LW W OIL -
<br />�', �STA OFT L E C O INS. a/s/ss oas TEo "WOW Nul � ar rwN ATE .me +,uaa rc .41 20 GAGE GALVANIZED SnIL STORM PANEL Iwwi er. i 44167 : 4oY• nMaa •c 20 GAGE GALVAMM SiM STORY /Alfa
<br />EIXIST. � TT FVwRW c0E11�15. M/1H NO20 S USED SHALL K 1 i 2• LONG MINIMUM uoBAL PwTEcTIDN 2.000•---- •pE.TAtL,`1i '• PILO * �.* 9F:
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