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WATTRR A. TTLLIT, TR.,
<br />I L EC(C� INc_
<br />TILLIT TESTING a ENGINEERING COMPANY
<br />B M1.1sl AVEI 'LIEN 9 lel LIE :=1;kshAu
<br />` n LA Li: NHOOO671S
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY; Shutters
<br />PRODUCT SUBCATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection EmdugtallAr.
<br />4800 S.W. 51 Street
<br />Davie, Florids33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Waller A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />6IG20.3, Method I of the Florida Department of Business and
<br />Prafeselonai 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 ease of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMM-(P.EA.):
<br />Drawing No. 20-176, titled 020 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Wafter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part 110a"'s!
<br />Evaluation Report. K�A A. rt(AN,
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<br />6355 N.W. 36th Street, State 305, Miami, Florida 33166 - Phone: (305) 871-1530 -
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<br />2.2. TESTR_EPORTS;
<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 # 96-509 dated 08/09/1996, #98-570 dated O9/1811996,
<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 04/10/1998 and
<br /># 2126 dated 10105/1098 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. DCM-197 by QC Metallurgical, Inc„ dated Mardi 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />Z&ATRUCTURAL ENGINEERING CALCUj &TWNS:
<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 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />dated 11/03/08 and 03/12115, signed and seated by Welter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE'
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4LWIND LOADS 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 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />20.176. 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 Documerli
<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 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
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<br />H. MATERIAL CHARACTERiSTICS AND -SPECIFIC TiONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1,2 and 22 of 26, of Product Evaluatlon Document (P.E.D.). drawing
<br />No•20-176. 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 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tdfteco, Inc. and signed and sealed by Waiter 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 black, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Wafter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteao, ins (Florida CA-0006719).
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<br />D,L TILTECO ADMON RECORDS L P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS. LLC t 20 GAGE
<br />GALVANIZED STEEL STORM PANEL( DRM N 20•I76 L REPORT t2D r&01
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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WA LTERA. VLIJ , M, P.E. Ill .Corn
<br />PRODUCT EVALUATION REPORT R.",LmrA Na 44W
<br />FICA. LtpOle, M6119
<br />REPORT NO•:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Stone Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products, I LC
<br />480E 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 # 1006) to the Global Protection Products, LLC, Rule Chapter No.
<br />S1G20-3, 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
<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 />21, PRODUCT EVALUATION DOCUMENT (P.E.D )
<br />Drawing No. 200-175, trtied '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 into%(jti+ f�+�iff�ls
<br />Evaluation Report. ,0 yk,E.M "':.. 4;;py'
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<br />i' - "o STATE OF ,.!wc);
<br />4y,0.oF;• `�OR1DP lA"
<br />6355 N.W. 36th Street, Suite 305, Miami. Florida 33166 - Pbone (305) 371-11 ,? p i_1531
<br />rRfR UCf ICV IAt ATION REPORT Nn. 244717.02 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, per ASTM E-330. Test reports prepared by Amercan Testing
<br />Lob of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, PIE. and Henry Ha#em, P.E. and Report No.
<br />02f9.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespoda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by JuM 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 perASTM E-B and Tensile Test as
<br />per QC Metallurgical Report No. 1 WA-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaelofano, P.E. as per ASTM E-8.
<br />2.3.87RUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Parcel 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 />&action 1604 of the Florida Building Code. Calculations prepared by Tiltsoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A T111ik Jr., P.E.
<br />3, MISSILE 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. VMND 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, 0, 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 vertlted for code compliance to
<br />wart as a non -porous storm shutter assembly, as per SSTD 1249 Standard.
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<br />5.INU WION:
<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 1 S, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />& -MATERIAL CHARACTERISTICS AND SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDITIONS OF USEIT
<br />•
<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 Tifteco, Inc. and signed and sealed by Walter A. 71118, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as define
<br />d on section 1820.2ofthe 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 Tilteoo, Inc. (Florida CA-0006719).
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<br />Dct TILTECO ADMON RECORDS (P E. REPORT.2010LUIRAL P9 p+' N PI S, Lyp
<br />GALYANtzEoSTEF1SrORA4PANELlORTVGR2D778EREPORT8200T27 i:.. ORiO .•_:(_'
<br />�s�,�p�� �y��' COMPONENTS FOR REGULAR dt: LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, s/s, 7/s,
<br />C a3) M CASE THAT PRECAST STONE, OR PRECAST CONCRETE PAIKLS, S:tCLYI OR WOW BOM1O5 a i�NNU ON THE (SCALE t/2=t7
<br />CUS UOD WALL M04O S SHALL BE LONG EIIOUGH HE MINOR REACH MINOR1W10, 2W i
<br />N STRUCTURE SEMO SUCH PANELS. / / 0. 3W/10. 4W/10, 6/5
<br />, 5T(IRM PANEL SHOWN TM PROOWT ETML ATION DOCUMENT ),P E0) HAS BEEN VEWMF FOR COMPLIANCE IN ANPURAGE SHALL BE AS MENTIONED IN 9. 1) AND M 82) -..__.._ _ . -_ _ ... _.. 15. I"- (TOTAL WONT) - ._ _. - -. _- t5.196' (TOTAL WDTN)_ --- - 5W/10. 6W/11 a 7W/11
<br />ACCORDANCE WITH THE 2020 (hit EDITION) OF THE FLORIDA BUU04 CODE (C) To EZMM Icy 09&-SPLTYIC 'M&W ; -M O.SS MM_+ - A2.SW (EFFECTIVE WOTH).- ----. - ` -
<br />- 1/4.9 TAPCON ANCHORS, AS MANUFACTURED It I 7 W BUADEA, MC -_ _ .___.. _ --_. -_ r VIIX..,---._ _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 t 9_._... r NO
<br />FORDESA WIND SPUOADSD
<br />S RE BE DETERMINED RI PER SECTION 16200E THE ADM RS Mt7N E CODE. _ /f4-10 PAIRLMATE FEMALE O AND PANELIMTE PLUS ANCHORS. AS MANUFACTURED 6Y ELCO CONSTRUCTION PRODUCTS --- .6 1/4• - _____ - _._ - - • -_.____.-__.-__—.6.290----..-..--_—_-_ �I• WM. ___... FOR WOW SEE SECTIONS ON SHEETS 10 tr 11 _ -.__-, ,.I, MM.
<br />FOR A NBID SPEED AS RDO.RfQO BY THE URAiSQIGTUN WHERE METE SNUTtERS WR.I MSTAI]Ep Nip
<br />FOR A D*MNDNA M FACTOR Kd-0.a5. USING ASCE 7-la AND SAL NOT D ICUO TIR' 1AAI0MIAll (AS"o) - 1/4"9 LAC SCREWS PER N.D.S. 1, /.3Fi,0- - 1.3,50'--+ 1.316D "` ! :" 1W.
<br />DESIGN PRESSURE RATINGS MOGA.TEO ON SHEETS 7 THRU 12. 14, 15, 16, 19 tr 20, - 7/16'9 . 5/r WOW SUSHNG. AS DISTRIBUTED BY ALL POINT SCREW. BOLT tr SPECIALTY CO. _ ♦ _( /,A _ i •'-' '\ 0.03r INN TEAM 1.330•-. ;:.' 0 O O
<br />+��,„_-* I ' "a _ - _ I GALVANIZED STRL.
<br />SHALL BE flEOUCTO VERIFY NE'tE! T A DESGADM IOM• NO LOADSEB MULTIPLYINGLTHEY BRlM06 M )? TO
<br />C I) 41N111UM TWREADEO PENETRATION Ne{o WWO OF TAPCON ANCHORS SHALL. BE T 1/Y AM 2• FOR elt0 PANEUMTE PLUS `( •` __ aA]6• INH- TN,M N#]IMRp..•'' ," i-t,{,+.; ! 60- „.. D.M..©.i�.i +1,4� -� 'T--�--1-- -r--i--•-1--1'---. -1 -I -Y --1 -I - I --`--?'-r--•I--�- -T--j -- --r- .. __.. __ ..). ..-. __i
<br />AND
<br />C.2) tKWMUUM r- PENETRATION OF LAC SCREW, ONTO THE WOOD FRAME LOW SWt BE 1/2"- NO tYMDARRD 2.O,00• *'j ) - ryp1.657 � � - `, t 2.1 y,,i,�- f I �. 2,Bsr � T ' T_ O, r1• ®+/:'� • /I i i I � ' 1 I.
<br />COMPARE TERSE W/ VAX. (A.S.D OMON PRESSURE RATINGS NO:CATED ON SHEETS 7 THRU 12, I., 15, 16• 9 3 70 s +�\ 7- G-� �v' i '-l'J @ (°) I I {
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P E D AS TESTED WERE NOT OVER SSTRMTD. A 33R INCREASE M ALLOWABLE PDYETRAIM N INTO STUCCO SEAL BE CONSIDERED AS PART OF THE REQUIRE➢ THREADED PENETRATION. iWANIE➢ \ 1RWE 50 ImAINUM DETAIL A.7 ' - ' OETK. `,
<br />SRR55 FOP WIND LOADS WMS ((pl USED IN HEIR ANALYSIS. fA$fO4ER5 SPKMG r0 WOOD HAS BEEN DETERM9NED M _t. EDGE 1 W W GALV '7' _� ',' I i I I
<br />ACCORDANCE WITH N.D.S.2018. C 3) MWAVW EDGE DISTANCE OF LAG. SCREWS. INTO WOOD SHALL BE AS MOLTED IN THIS- DRAWING l._ :W. A "S L LIE, A , 46d 1
<br />STORM PANEL'S AOEOIMLY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERN)EC IN ACCORDANCE WRN SECTION 1626 O _ _ _ _ - _ _ _ _ - _ . _ _ _ . _ _ _ _) _ - - _ - . . . _ .. _ - _ . __� I I
<br />.f _ _ t ',.� -'-. I O
<br />THE ABOVE MENMXIED CODE AS PER HURRICANE ENGINECRING tr TE5TING NNC REPOIRTS ED-SM, w-570 tr 96-T30 AND C.4) AYIMILIM PENETRATXX/ OF iY000 BUS/WN0 SHALL S/8' 1/{' P-20 SCREWS USED 51NALL BE , ./2• LONG NNNMUM �,.Aw I. I -.( -1 - I 1-_.__� ..-_) L. ),. .� L. 1 _.I _- ..� ( .� -- __L_1_
<br />FTARS W70N TESTING LAB INC,. RETORTS 02032 tr 02126 . AS PWOCOL9 T,K-201. TAS-207 NW TAS-203 SHOULD STUCCO EXIST. ANO 1' MINIMUM FOR WALLS *"IT NO STUCCO - _ _ I'.7W_.----_____ _ � 1.350' $
<br />AS RTll AS A1AtFIAM TEST LAM Or SoOTH FLORIDA REPORT QP2,9.0T-09, AS PER tA5 101, iA6 202 AND C5) M CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING (D SIM PANEL ® END STORY PANEL - -,- --� I �. I..� - , - ( r T. I I I 1 i i
<br />TAS 703 STANDARDS. WALL. A)X310R5 SHALL LAIC ENOLNX, ro RF/iCiN THE YAw STRUCTURE BEHIND SUCH PENES.-2.1e7•--. 1 i _ -} _
<br />2 XL AIAAMLA/ Et1TRU51d1'a `0 6083-T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SNOT 3 ANCNORACE 9Wi BE AS MENTIONED IN C.I). C2) a C4) "'..�. i I
<br />3 ALL ALUMNUM SHLsj IKfK USED AT CLOSURES SHALL HAVE 7105-Al4 ALLOY. f/! t _---- --- -- ! i i i ` t I
<br />(0) ANCHORS SHALL BE AN5TALLD FOLLOWING ALL a IW RECOMMTNOMK)NS AND SPEUTCCATIONS OF THE ANCHOR'S MANuFACRARR , ./ 1.250- �1} 2.fe7- - 1 1I I ,- -. 1_ .1 - I i I I I I I
<br />A IJ.L 5710=1 SHEET 1&TN PANELS SHAD "AVE STRUCTURAL OUAl1TT STEEL ASRV h653 GRADE 50 M16WJY, G-60 PANELS Elm Ltl' `'' 1 I t06' R 4 125' 7,�. t/4Y-ID. I/IAA-20. .T2S ! I i i I I '__i 1r _ _ _ _ _ _ i ,v
<br />1250' - - i 1 I 1 BOLTED PNIELq W/ 1/40-20.T'
<br />CALWAZE) STEEL CESIOHATM W/TY- 54.5 H. (AFTER ROLLED). 6 PANELS MAY ALSO BE UWALLa NORQONTAUY FO1101nMG NIST.WATION DETAILS SNOT ON SECTION 3 THROUGH TO (SHEETS 4 W� yi p" {[ - - , --- '�• i.115' -3G SEARS I04 BDA6 �.:.. '•- !UNBOLTED PANELS I i I I ( I
<br />INHROLIGHI 9) EIICFPI TWAT NEApEfS (3)tr ® SNWL NOT BE USED _ � l R O ---i I _ - - IS STUD RAFTED S& Frw MICA➢ i 1($EE sECTUNs As 1 I 1 , 4WI NI �L / �" 3/32' r
<br />'! ALL SCREWS 10 aR STAINLESS STEM 3W ON 3,6 A151 SERIES OR mRN,os+Dr. RESISTANT CRATED CARBON STEEL AS PER - R.a - l r • 2.090' ( ,2 t r O.c 12 R 1 I 1 1 I (SEE SECTIONS AS APPLICABLE)
<br />I .L7O' 1 J 10 171- a TO AN6E e . APaLICABI£
<br />9 IT $NAIL BE 7NE Rt3PON518Rt7`T OF iME Cpi1RAC'RTR IO VEI8N7 THE SOUNDNESS OF THE 511RK.TURE WIERE SLHUtTER O TO BE i 1 t0.�' 1W 1 ! /2• as )
<br />ON 5001E W/ 50 k i YIELD STRENGTH AND 90 Mr TENSILE STRENGTH tr TAU COMPLY W/ FLORIDA BU@DMG COOT ATTACHED TO INSIAIE PROPER ANCHORAGE THIS SWITER SHALL OKY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRANK .09r I I
<br />7 `.Y - 3.375• 09r 09r L"'
<br />1E 1.500• R ,.5011• _i_ i 1..5.__ I - _�. 1.-� i _�._.) ;L_1 1. :..1-J E SECTION 24,,.].).a IAIEDYN65 , - E9x .939' 9JB• sEE '
<br />6. BOLTS 10 iR ASTM A-307 6AJ.YANI2ED STEEL. OR ANSI .704 SERIES STAINLESS STEEL iRRH 36 MTA YNNAKIM YIELD f -�� - 2., 5. .093, OETAL I j DETAIL t -1I-_ 1 r.I q.. ti r j._T-- , - .I. - �, j. - - - - - O 10. EACH K UL* STORM PANEL WITH LENGTHS OVER a'-S THROUGH ,2'-4-, AS PER SECTIONS 6. 8. 9 tr 10 AND ALTERNATWU aW, ! -0 )" - R Q' ---. - - - I I 1 I ... - --�
<br />STRENGTH ) ., L 1 -. 1.25�1 ( 1 -1M ..._ -. + i I � I 4
<br />9W Nit LOW ON SWEETS 5, 6 e 12 RESPECTIVELY, SRO" HAVE A LEGIBLE AND READILY VISXI E NARKING INSTRUCTING OWNER ON �� - t ) i 1 I `
<br />T ANCHORS TO WALL AMU. 9E AS FOLLOWS- TENANT 10 SECURE PN4ESS WUNTH. APPLICABLE REnIFORCEMENT MIR•/G PERIODS OF +IURRN[ATlC WARNING 1t. O .PS b0 1 �,25` 1 I I j i .. a�
<br />- ' I f 3
<br />U) LO.,J741S413E..t"f Sri li I, THE TNSTALLAWN GORTAAER.W IS t0 SEAVCAULK ALL. SHUTTER CY)IPYMEO EDGES 1004" REMAIN IN CoMR/pUQL1S CONTACT wn), I I I. �I. lyj R -. 5' Ym,,.. I.5D0' i I '� I' 1
<br />/'a-P TAPCON ANCHORS AS MONLDACTURED BY I.T.w BLALDEK. HK (MITI Pc-a192 R. ') THE 81ALONc TO PREVW WAND/RAIN INTRUSION 11SOM M VIEW DETAIL A (-,�. �' � � i..-_2.opp^..._ i , 1 ! I i i '
<br />x.00D -i - - _ 1 _( .... _i _ _ _ i.
<br />,2 STORM PANES a37ALUTiDN SHAi COMELY RYiRi SPECS ,NiMGATEa w THIS DRAWIG p105 ANY BUEDIrAA AND ZONING pE0ULA1gNt ROIKNDED CORNER O ENDS Of PANEL'S R D.M.. 4
<br />1 4' . A 7 e" CALK-M ANCHORS. AS .MANUFACTURED BY DEwA.T INC- (AIR. re-30W PA W.' - - 1 j I ( I 1
<br />__
<br />(W 4 if4 sDID 3E ANCHORS. as DISTRIBUTED err ALL PONT SCREW, eau tr EsuLrr ea a h HEADER 0 U NEARER 4O �( ANGLE WRH STUD ANGLE WITH ®+ONO + F o a o I -t o i } R
<br />(Wn. r'e-JOOo 99i) PRONGED BY THE JURISDICTION WHERE PERMIT IS APPLIED i0 END LIP W( HDAIRD EDGE. r r w r (0. 1 4. 2 4, 3 4. 4 4. 5 5. 7 5. -, _.... _
<br />/,4-,0 PAN[LWr FEMALE O $ PANELWIE PLUS ANCHORS. AS MANUFACTURED 8'/ E1C0 CONSTRUCTION PRODUCTS (N.T S)
<br />13 (R) 71A5 PRODUCT S'1 COX RDN CT. i o WHERE
<br />R E.TK PREPARED BY 6 ENGINEER 5 GO�e C M0 GOES NLYf PROVIDE INfORMAigN
<br />(YIN. CrAP3 PA ) FOR A SrtE SPECNTC PtDUEGi. I.N. WHENE ENE SITE CONORONS DEVAIC FROM TIR PE-U _ I. - / / / / / 1 - MIK
<br />4
<br />IO AM PA [MkTE PLUS AND I ,/4' FOR OF TAP -GRIP ANCHORS CONSTRUCTION SAFETY AT SITE i5 THE CONTRActoit'S RESPONsm lTA'
<br />16) COKMACTCP TO BE RESFonsTBLE FOR THE SELECTION, PURCHASE AND MStALIATION NCLUOIK LIFE SAFETY Of THIS PRODJCT f? at W. 1W/10, 2W/10. 3W/10, 4W/10. 6/5
<br />, 4 Y Ct.P-GRIP ANC'NIORS. AS MANUFACIWARD BY 'RV -FAST CORPORATION (1t-3600
<br />A, WMMUM EIBEOMENt OF TAPCON ANC,ORS INTO POURED CONCRETE SHALL BE 1 3/4•: 2' FOR PANE'LWTE UVINF - 1114 A 2/14 374
<br />BASED ON tW3 PE.a. PROVIOCD HEfSHE GOES NO OMATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT f-"t 9.34a �T!, Tap [GEE LOGY 37i .�. .,� 750•' _.. 5W/10, 6W/1 i a 7W/t f
<br />p.u.
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<br />- -} Sop• I DF PANEL -,�` ,_ .Ise;_ - __!;*iO• 1:.25•_V/.y-7A W4 SERER ---- -----_-._... ...._.. ANCHORS. FOR CONCRETE SEE SCHEDULE O/ SHEETS a tr f _ _ .._....-
<br />r N -) _ i i ! : t SS STUD "he= TD FOR WOOD SEE SECTIONS ON SHEETS 10 a 11
<br />A7) C LX-M tr SOA-SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE POURED CO CRETE NO EMKDMEMT NTO (c) DNS PRODUCT EVALUATION DOCUMENT 'WILL BE CONSIDERED NVALID IF MOONED. %.".I (a -__ 37V .3a, - r .17E 65a'_ 640•( I L2 1/r oCSTUCCO SNOALL BE PERMITTED ,/4- P-20 SCREVNS USED SHALL BE I 1/2- LONG MINIMUM 90AD STUCCO EXIST. 625•) (-- - , __.-.I_ . f - i.NO I' RWOMIM FOR WALLS WTH NO STUCCO. AND WY BE HEADED SCRESS GR ALL THREADED SCREWS W/O NEAP. Ld) ATE SPECIFC PROJECTS SAMLU BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WANT WWWl BECOME THE 1 671• ,.671' \BUT WITH WAG NUTS ENNEM Or RECOD (LOA) FOR THE PRO#R AND WHO MLL BE RE502 49BLE FOR TW 1I -J90' I ,.oar ,.3.r a.ou• ,Lest• f'—PROPER USE OF TTE P.ED ENGWRER OF RECORD. ACTW AS A DELEGATE0 ENGINEER TO THE 6/nay HOLE FOR _R `\ �093- . I at 5• ELEVATION
<br />A J) M cCSE INAT 1+RFULSt STONE, R C15T CONCRETE PMtiLS, PAYERS, STUCCO at WOOD BOARDS BE FOUND ON THI P.ED ENGINEER, SHALL 5L19Mn TO THIS LATTER THE SIC SPECIFIC DRAWINGS FOR REVIEW, 'AT MAP 7957� l__, - -"R.I ' ) p6p• e_ _ _1 - 1 _. .. 710• REGULAR STORM PANELS
<br />EXSRNG COAL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE WIN SIRUCYIIE BEHIND SUCH I - Lac .083, 0e4' N-T.S.
<br />PANELS ANCHOMOE SK&L BE AS MENnONED IN A t) AND IN A.2) (e) TWS PED SHAAL BEAR THE DATE AND ORIGINAL SEAL AND SNMATIRE OF THE PROESSIONAL a2S'W •-_ - 2.000'- .064
<br />ENGINEER OF RECORD tW PREPARED IT 7.060- (\5 KEY HOLE WASHER `�
<br />(e) lO,-.XSTI•� M Abtu WA.1 ASTM 1._M. 14 SHUTTER MANUFACTURER'S LAM SFNLL RE LOCATED ON A READILY VISIBLE LOCATION AT STORM • 1 W • ij1• MIN. GP
<br />,/.- a TAPDON ANCHORS AS MANUFACTURED err I I W SAID", INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUR.DING COS. ONE LABEL - - D63' I� -„E TRACK ANGLE ® ,j/13 F' TRACK ® FLAT PI,� 2.er
<br />1 /4' • 7/8 fAIK-HIV ANTTHORS: AS MANUFACTURED By DEWALi INC (MN. FN-ISIX! P.A,T.) SHALL BE PLACED FOR EVERY OPEYANG. LABELING TO COMPLY W1N SECTION I10992 OF 'K 0.036' (W ) `'�' 3��I-_' µA,o, , WITN STUD (AFL O.E%M -1 W1HOF VALLEY)
<br />,/4-9 X 3/4 SOLID -SET ANCHORS, AS OSTR181RED EI• ALL POW. SCREW, BOLT Ar SPECALrY CO. FIOMA BUILOTNG COTE GALVANIZED 57EEE ~'�Q p TI , -___
<br />— I j
<br />- /(MM. N'c leap 0 A i j TRIS DRAWING SHALL OILY SE USED TO Y. Ut- LONG - _ _.._ -.. I V' ...
<br />14-,a PANELATE FEMMI tO AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELGO CMVRWNON 111111E fX#tAM PERMITS M THE STATE OF FLORIDA,Ap�✓W y�
<br />PRODUCTS (Mot fA-2071 OR,) �001M ♦IFI,..- I �� 63• "',Y.e EN '••:S
<br />- I/4' o CF 1AP—GIWP ANCHORS. AS MANIHACtURTO & TRU-FAST CORPORATION ,,t�•\tvkA:,li[-!'/" .37`'P _ 1'W.a7ss i .- _J 44167 MAX.iGAP �E A' T
<br />B,) MINIMUM EMBEDMENT O TAPCON ANCHORS, ELCO PANELMATES AND CF TAP -GRIP ANCHOR. INTO THE VC •• FLORIDA BUILDING CODE IR h Wba) NwrtCOi. Zone 375` ' f �- '�* `f' ,.......... N��r
<br />e!<ocK Hear SHAL e[ 1 1/e•. N,AVD ntrma. WC FP _ A __ I I ss * ; * FLORIDArLORIDA BUILDING COOS iB h Velocity Ilurticone Zom ��,,•'' EN •'• T FLORIDA BUILDING CODE Ni h Vol" Nurrioom Zone
<br />ND. 4 167 •' = 20 BABE GALVANIZED STEEL STOIrit PANEL aft N RF ) 063 TA_M_AC. - NIDKEL M aE "p,,,El 7. -q tATE 1� "M r4nm WIL F, e� umc. W F,.
<br />0.27 CALK -IN tr SOLID -SET ANCHORS 5HNLL EMBEDDED 7/a' rNro THE CONCRETE BLOCK OR' No s - t _ 2?0- l2s- +T675'" *04 MVT si y'•• 20 BADE GALVANIZED STEEL STORY( PANEL DAMON �„ 44167 20 BADE CALVANW STEEL STORM PANEL .. w,,
<br />INTO STUCCO s+MLi BE PERWTTED /4- a-20 SCREWS USED SHALL BE 1 I 2- LONG Np6NLM STD CO -AS - R o••. C ' .' ---+
<br />EXST. AND ,` MRWUA. FaR WAlls MATH Na STuccD. / D� i��' STA OF ` - �-= _" IL E C O ENe �Y GLOBAL PROTECT1011 PRODUCTF U.C.0oYe _- .s.opo`.._ .�E5ya�•r �p��1���... ��, © KE%.F� �Ar ., 0 - I,/gy p SECDON =*: N y iF n
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