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1 L ECO
<br />PRODUCT ICVAE.tTATION [EPOkT;,yO- 2D-071E.D7 1
<br />,O 1("r W S f��NBi'.POQ'f NO 20.8741.01 3PRODUCT'
<br />/T1—L
<br />CVAI. "ATWN 1P.P(MI NO. 20.MR2A2 1
<br />�ODUCT KY rA_i1AT(ON,�EPORTNOL I�n7.02 3
<br />In,Ic.
<br />ECO Inc.
<br />TILLIT TE6T!IItO & ENGINEERING COMPANY
<br />_ -_.
<br />WATTRR A. 1TLLlT )R F.E. cite�,,��� ).COTE
<br />2.2. TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />D_1AATERIAL CNARACTERiSTICS jl ND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />- --- •- - - - ---- - --
<br />WALTERA. TILL)T,
<br />2.2 TEST REPORTS'
<br />Large missile Impact food tests were performed under SSTD 12-99 standard as
<br />S. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />,
<br />rL CL 1. .44I47
<br />201, 203 as per section 1626 of the Florida Building Cade. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />)R, rE 111teo@Wol.Dom
<br />PRODUCT EVALUATION REPORT m. P.3 LIHam% 44167
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />( )
<br />IL CAILI , N. '7
<br />acne ry
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering 8
<br />No.20.176. Anchor specifications shalt be as Indicated on sheets 1, 7 and 21 of
<br />t'LL.A.L,[mHNA.000A719
<br />1WU,�,,4R
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20.175. Minimum separation to glass shelf be as indicated on
<br />Testing, Inc., Reports # 95-6e9 dated 08/0911996, #96-570 dated 0911811996,
<br />28, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />Lab of South Florida, Report# 0814.01-01 dated 03111t02 wftnessed by William
<br />sheets 3, e, 13, 14. 16, 16 and 18 of 18, of Product Evaluation Document
<br />PROD1lCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0TZ7.02
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />(P.E.D.), drawing No. 20.176.
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br />0219.01-09, dated February 26, 2009, signed and seated by Edmundo
<br /># 2128 dated 1 witnessed Gilbert Diamond, P.E. and Report No.
<br />T. LIMITATIONS iQrJ$ AND CONDITIONS OF USE:
<br />DATE: July 27, 2020
<br />Largoespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />REPORT NO.: 2M0729.01
<br />March
<br />0219.01-09, dated Ma
<br />dated 4, 2009, signed and sealed by Edmundo Largaespada,
<br />load Inge per Protocols TAS 201 & 203 as per section 1509.1.2 of the Florida
<br />6, MATEIRiAL CHARACTERISTICS AND SPECIFICATIONS•rch
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<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 />Shall be strictly in accordance with General Notes and Components Indicated on
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by OC Metallurgical, Inc„ dated March 13, 2000.
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, Indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />Gonzalez, P.E.
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), tlrawing No.
<br />20-976_
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by 771teco, Inc, and signed and sealed by Waiter A. Tillit, Jr., P.E.
<br />PRODUCT Sub -CATEGORY: Storm Panels
<br />2.5. STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />Tensile test report NoSCM198 bOC
<br />. -yMetallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<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 />On 20 Gage Galvanized Steel Stone Penal for maximum panel length vs. design
<br />defined on section 1620.2 of site Florida Building Code.
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection Products. LLC
<br />and seeded by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />MANUFACTURER: global Pelection Products I.I.C.
<br />length based on ratlonal and comparative analysis, and In accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by TRiteco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />yvoo(t frame structures.
<br />4800 S.W. 51 Street
<br />2.3. STRUCTURAL ENGINFERING CALCULATIONS•
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />4800 S.W. 61 Street
<br />FWda33314ind
<br />dated 11/03/08 and 03/1205 , signed and sealed by Walter A. Tillit, Jr., P.E.
<br />,Davis,
<br />Davis,Florida 33314
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />I. PURPOSE OF EVALUATIQN;
<br />3. MISSILE IMPACT RESISTANCE*
<br />Product Evaluation Report
<br />epo prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />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 />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tikeco. Inc. and signed and sealed by Walter A T1111. Jr., P.E.
<br />This is a Product EvalutAL Report Issued by Waiter A. Tillit, Jr., P.E. (System
<br />Large 1 Prot Impact under section 1628 of the Florida Building Code, as per
<br />TAS a Protocol.
<br />No. 44167), President of Tiiteeo, Inc. (Florida CA-0008719).
<br />This Is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. {System
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteoo,
<br />Inc., dated 12/18/10 and 0&27113 (for this revision), signed and sealed by Walter
<br />ID # 1906) t0 the Global Protection Products, LLC, Rule Chapter No.
<br />""INi"'
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />A. Tllllt, Jr., P.E.
<br />7 Lief II
<br />.2 Prod she not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />of the Florida Department of Buslnesa and
<br />OPT s-3� Regulation.
<br />� yy)ND LOAM F��gla?ANCE:
<br />���k� A' ��4C1 J°
<br />61G20.3, Method 1D of the Florida Department of Business and
<br />Prohsslonal Regulation.
<br />as defined on section 1620.2 of the Florida Building Code.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum
<br />y14; • �CEM4 .,
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1809.1.2 the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />This product Is teeing issued an Evaluation Report as described herein, and has
<br />pressures. 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.), draws No.
<br />( ) n9
<br />�-
<br />r�.r- -��s • 44167 r
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />of as per
<br />SSTD 12-99 Standard and TAS 201.
<br />wood frame structures.
<br />been verified for compliance in accordance with the 2020 Sevorlth Edltion of the
<br />Florida Building Coda, and to verify that the product to far the purpose Intended
<br />9 p
<br />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />9
<br />`—= '* *
<br />% Z�
<br />been verllled for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify the product is for the purpose Intended
<br />Product Evaluation Re port prepared by Walter A. T81tt, Jr., P.E. (Florida License
<br />at least equivalent to that required by the Code.
<br />14, 15, 17,18, 19, 20 25 and 28 of 26, of Product Evaluation OocurTrerrt (P.E. D.),
<br />drawing No. 20.176,
<br />STATE OF a:
<br />_ � ,
<br />/ �,,t;'•,, LOAt1)
<br />at least equivalent io that required by the Code.
<br />4. WIND LOADS RESISTANCE:
<br />No. 44/87), President of Tltteoo, Inc. (Florida CA-0008719).
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code charge that may affect Its limitations and conditions
<br />5. INST
<br />�4i
<br />,.:
<br />.cSS/ANAL �T;A�L+`
<br />`�nN,,,,,,,,t,t1ALA
<br />This Product Evaluation Report shell be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />24 Gage Galvanized Steal Storm Penal has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11.
<br />auomNnl
<br />@P A. it
<br />tIT
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WAr"
<br />12 and 17 of 18 of Product Evaluatton Document (P.E.D.), drawing No. 211.175.
<br />�, ✓
<br />P
<br />2. EVIDENCE SUBMITTED;
<br />2.1. PRODUCT I°VALUATIOIII.DOCtIMIENT_(F,EJ�,):
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.170, Minimum separation to glass shall be as
<br />DA TILTECO ADMON RECORDS P. E. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANEL% ORIVO 0 Ml75 REPORT 0204TXol
<br />2. EVIDENCE SUBMITTED:
<br />Maximum Anchor SpaGng shall be as indicated on sheets 5, 9,10,11, 13 thru 18
<br />and 18 m 1 n of Product Evaluation Document (P.E.D.),,9,10,No. thru 1 .
<br />( )drawing
<br />—� (.' •,
<br />-
<br />Drawing No. 20-176, titled "20 GAME GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.176,
<br />2.1, PRODUCT EVALUATION DOCUMENT (P.E_D.1:
<br />Drawing T5, "2A
<br />zed star Storm Panel has been verified for code compliance t0
<br />24 Sags non -porous
<br />work as a non porous storm shutter assembly, as per SSTD 12 99 Standard.
<br />wAru
<br />•itN
<br />sheets 1 thru 28 of 26 prepared by Titteca, Inc.; signed and sealed by Walter A.
<br />No. 20-1 titled GAGE GALVANIZED STEEL STORM PANEL!,
<br />D:O TILTECO ADMON RECORDS l P, E. REPORT.201 OLOiAL P O� '" rr��
<br />PROOOCTB l(,rALA�SAGE
<br />Tillit, Jr., P.E.; dated 07/2612020, This drawing Is an integral part m,
<br />I�o�lt�Ittu,
<br />Evaluation Report, t;�s A, )1�4r
<br />A,R,1rINNN'
<br />rL�E A. T!(�ay�
<br />sheets 1 thru 1S of 1S prepared by Tilteao, Inc.; signed and sealed by Waiter A.
<br />t�
<br />07/27l2020. This drawing Is an inte$L��Tp41'fE!gi`aZ/,h�is
<br />'sAtIS(1�,"
<br />......... c/r
<br />GALVANIZED STEEL STORM PANE.1DRwc#2D_t7sl RCPORr#20•DM ��[i 0R19PP 44rr
<br />Ay/rs / E` �a
<br />�.--`ALP t10ENSF :✓�1';��CENS�r
<br />.9�P�'
<br />Evaluation Report.dated
<br />;'gip
<br />h"hj„Aj"111N,
<br />i * E
<br />167
<br />44167 g
<br />061No 67
<br />' �i
<br />'sy •., OP,IDP; ((,
<br />y� st/ X�L `�
<br />STATE OF .�E
<br />O' F1OR1fl ,
<br />%ySS/a0`
<br />� '• A EOF�
<br />s,©,c'•.. lORt4P .•'`'�
<br />�.
<br />i ATE
<br />r C, . OR11]A
<br />y�4c3 •.ti+�
<br />S/0NA1
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 331b6 - Pi1LTDe: (305) 871-1330 - PfDlirPB...A S 1
<br />'r OVAL
<br />N'rrrNu,IN"It+'H'�
<br />�Fs ��
<br />6355 N.W. 36th Street, Suite 305, Muni, Florida 33166 - Phoue: (305) 871-L��1IS L-1531
<br />AA
<br />N%/ryrIN11INIt+rqN
<br />hNLHIH,AA
<br />F'r+Nn11u11r,I•`
<br />I>10ZES:
<br />B.3) M CAW THAT PRECAST SIONE. OR PKCAP CONCRETE PAWLS, s,UCCO OR WOW BOARDS K FOUND ON THE
<br />EXISTING WALL ANCHORS SHALL BE LONG ONOICH TO WAN THE NNW STRUCTURE BE7RN0 SUCH PANELS.
<br />,. 6/0RM PAN0. BHIOFM ON 1MS PRCOUCT E,AALATON OOCUYEI/r (lP.E.O. NAS KIM VERIFIED FOR COMPIJANCE M
<br />ANCHGRMC EHAII BE M MENTIONED- M 9.`I AND M 9.2).
<br />ACCORDANCE WON THE 3020 (7M EDITION) OF THE noRIw tlLIRDINO
<br />tc) Tr, .a,ar hM. sPF,xx• n 4A MIN .
<br />DESIGN WIND LDrD9 SMALL BE OEWANNIED AS PER SECTION INO OF THE ABOVE MENTIONED 000E,
<br />A WIIC SPEED AS REQUIEO BY TFIE dURK01CrIDN WHERE THESE SNUTTEM WILL K MSTMLEp ANO
<br />- t/4"a TF ANCIIpIS. AS MANUFACTURED BY I.r.r. BUILOM INC.
<br />- /C4-t0 PrANLLANIE FEMALE 0 AND PANDIT Pius ANCHORS. AS MANUFACTURED Br ELCO CONSTRICIGN PRODUCTS
<br />FOR A DREc110NALRY FACTOR IKea.b U9IN0 ABLE 7-Ill AND SHALL NOT GRE[0 /HE MAIWRIII (A.S.O.)
<br />/ 4 • LAG SCIKNIS PER N.D.s.
<br />DESIGN PRESSURE RATINGS INDICATED ON 04MIS 7 THRU 12. 14, 15. 14. 19 U 20.
<br />_ r%TeY . sro' WOOD BU6NMG. As DISTRIBURD BY ALL POINT SCREW. BOLT ! SPECIALTY OD.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMAIE OEM WIND I*" DETERMINED PER ASCE 7-10
<br />SHALL K FIRST NEDIIC[D TO A.&O DESIGN MO LOADS BE MULTIPLYING ITEM IT/ Of IN ORDER TO
<br />`UM
<br />CA) ARRLNHREADED P'EETRA7LON "TO WOOD OF TAPCON ANCNIORS SHALL WE /2' MR, 1 AND !' R MOD PAHIEUAT vLua
<br />COMPARE THESE W/ MAX. (ALSO) DESIGN PRESSURE RAT91os #*CA= ON SNITS 7 THRU 12. 14. 15. 16. 19 A. 20.
<br />MR) ELMALETHREADED
<br />FEMALE 0.
<br />.1 GIRDER THAT ANCNQ QN THIS P.ED. AS A E E M ALLOWABLE
<br />G WDIE NOT OVER 5TO
<br />C.2) MINIM THWAM PENETATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2', NO THREADED
<br />PENETRATION MID STUCCO SHALL K CONSIDERED AS PART OF THE REQUIRED 1T4READED PENETRATION.
<br />R AN L
<br />4TRESS FOR WINO 1AA06 Y9IS BOL USED IN THEIR NNLYSS. PASTE7IEK SPACING TO WCOO ,A9 KEN DETERMINED IN
<br />ANALYSIS, WOO S AN T
<br />ACCORDANCE WITH M.O.S. 2016,
<br />CA MINIMUM EDGE DISTANCE 01 LAG SCREWS. INTO WOOD SHALL K AS 99WATED M THIS DRUNK
<br />STORM PANEL'S ADEOU14CY FOR AWPCT AND WIND PUWANM HAS KEN VERIFIED IN ACCORDANCE WITH SECIWN Ie2S BE
<br />MOPE MENTIONED CODE AS PER HURRICANE ENGINEERING B TESRNO INC. RKIRTS 911-502. 99-570 ! 9e-T30 AND
<br />C.4) HMWiRMLRA PENETRATION of WOOD Bu9HIM0 SHAM K s/e•. 1/4• .-20 SCREWS USED SH1At K 1 t 2 MINIMUM
<br />/ ' LOAD MIYU4
<br />FOESTIATN)N TESTING W INC.. REPORTS F2032 t #2126 . AS PROTOCOLS MS-201, TAS-202 AND TAS-203.
<br />SHOULD STUCCO COST. AND 1' M~N FOR WADS WITH NO Sn1000.
<br />AS WELL AAN LEST LAB 9ORH FLORIDA REPORT /0219.0,-09, A9 PER TAS 20I. TAS 202 NYO
<br />S.
<br />TAB 203 STANDARDS.
<br />CA) M CAM THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WAR
<br />M ARDS BE FOUND ON THE Cost"
<br />2. ALL ALUMINUM C:IRIS�ONs 70 BE 6063-TB ALLOY AM ROOMER. NNLE&4 OTHERWISE NOTED). SEE SHEET 2
<br />WALL. ANCHORS SHALL K LOW SOUGH TO REACH THE NAWI STRUCTURE BEHW1D SUCH PANELS.
<br />ANCHORAGE SHALL K AS MENTIONED IN CA). C.2) A CA)
<br />3. ALL AA*MM SHUT METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY.
<br />(0) ANCHORS SMALL K INSTALLED FOLLOWING ALL OF THE RECOWAENMTIONs AND SPECIFlOATONS OF THE ANCHOR'S MANUFACRMER.
<br />4. ALL STEEL SHEET METAL PANELS SHILL. HAVE STRUCTURAL QUALITY SMEL, ASTM A-653 .MADE So MIWMUN. G-60
<br />GALVANIZED STEEL O[SIOMTON W/n. 56.5 MN (AFTER ROILSD).
<br />S. PANELS MAY ALTO K RISTALLLD HORIZONTALLr FOLLORIw 95TALLA110N DETAAS SNOWII ON SECTION 3 THROUGH IO S/EE14 4
<br />t
<br />THROUGH 6) EXCEPT THAT HEADERS � U (1) SHALL NOT BE USED,
<br />S. ALL SCREWS TO K STAINLESS Sttfl ]ps OR 316 AIM fEREB ON COIUOSION RESISTANT COATED CARBON STEEL AS PFA
<br />O WA SO W AELA STIONODI AND 90 MM TC49RE SIIENOTN N 9WlL COMPLT W/ FLDRgA BUI90IVG COOS
<br />9. 17 SHALL BE THE RESPONS*kn OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE. WHERE SIWTER IS TO BE
<br />SE I 2
<br />SECTION 241 .].].4.
<br />ATTACHED TO WSW PROPER ANCHORAGE. THIS SHUTTER SWILL ONLY K ATTAINED TO COWAM BLOCK 00 WOOD FRAME
<br />0. BOLTS TO BE ASTM A-307 GALW9IMD STEEL, OR NSI 304 SERIES STAINLESS STEEL. WTM 39 YN MINIMUM YEW
<br />SNCHOR1N.
<br />10. EACH aw.
<br />THROUGH 1LE�LE'�
<br />••MMRGIC
<br />3, 6Li i �RESPECTIVELY.E
<br />T ANCHORS TO WALL SHALL BE AS FOLLOWS,
<br />�Y "501ECTIONS
<br />t ION�ON SH[� %VLL NSSTOWTINKO O ORTIERINJONES
<br />TENANT TO SECURE PANGS WIH APPLICABLE REINFORCEMENT DIALING POIODS OF HURRICANE WANING
<br />(A) IO CG97W PO,111ED tlY/KX1[1T:
<br />It. THE INSTALLATION CONTRACTOR S TO SFAL/CAWK ALL SIAIITER COMPONENT EDGES W11CH REMAIN A CONTINUOUS CONTACT WITH
<br />- 1/4. TAPCON mGNORS AS NANuFACTIRm BY I.T.W. SUIDEx. INC. (w.. r-3192 pi.)
<br />THE BUILDING TO PREVENT WIND/RAIN NTRLISTON.
<br />- 1/4' • . 7/b' CALK -IN ANCHORS. AS MANUFACTURED MC. (MIT. r'T
<br />A L PO
<br />!OW -SCR ANCHORS. A9 DISTRIBUTED BY ALL POINT SCREW, BOLT • SPECIALTY CO.
<br />A S CIALT
<br />12, STORM PAID. INSTALLATION SMALL COMPLY WIN SPECS INDICATED IN THIS MINING PLUS ANY BUILDING Mq ZONMc REGUUAT10NS
<br />1'a .3001) D.I.IJ
<br />PRONGED BY ME 41AMI)CIWN WHERE PERMIT 19 APPLIED TO.
<br />- #14-10 PANELLNTE FEMALE 0 • PANELAMTE PLUS ANCHORS. AS MAUFACRGIm BY E•CO CONSTRUCTION PRODUCTS,
<br />(MN. ra.3330 P.IJECT:
<br />13, (a) THIS PRODUCT LVRLUArOp DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEERisOCNERc AND GOES NOT MWOE 9RCRMAtON
<br />- 1/4-0 OF TAP -OW ANCHORSS, AS MANUFACTURED BY TRu-FAST OORPORAIION (f'a.3600 "J.)
<br />LI. WHERE THE SITE CONDITIONS DENATE FROM THE P.C.D.
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON AN04M AM POURED CONCRETE SHALL K 1 3/4•; 2' FOI PANELWT ftMALE
<br />(►) COWRACTOR TO BE RESPONSIBLE FOR THE SDECTIGN, PURCHASE ANO INSTALLATION ACLUGw LIE SAFETY of THIS PRODUCT
<br />BAYO ON THIS PEA PMVM •EISE DOES NOT OEVATE FROM THE CONDIIMAI DETAILED ON THIS DOCUMENT,
<br />0 A97 PANEMA.TE PLUS AND 1 1/4' FOR Cr TAP -OW ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE a THE CONTRACTOR'S RFSPON SO"Y.
<br />A2) CALK-W ♦ SLID -SET ANCHORS 9441 K EMBEDDED 7/e• INTO THE POURED CONCACS. No DOWMFM AID
<br />(a) THIS PRODUCT EWLUAI M DOCUMENT WILL K CONSIDERED INWUO IF MODIFIED.
<br />MUCCO SHALL BE PERMITTED. 1/4• P-20 90K USED 94ALL BE 1 1/2- LONG MINIMUM SHOUD STUCCO UW,
<br />ND I' MINIMUM FOIL WALLS WITH NO STUCCO. AND WY K HEADED SCREWS OR ALL RIRFAGEO scAMS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECTS SMALL K PREPARED Bt A FLORIDA NEWEAm ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH "4 NUIS.
<br />ENGM7iR Or RECORD (EO.R) FOR THE PROJECT NO WO WILL K RESPONSIBLE FOR THE
<br />PROPER USE OF IHE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A3) IN CASE TINT PRECAST STONE• PRECAST CONCRETE PAND% PAVERS• STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />P.E.O. ENOWLER. SHALL SUBMIT TO TNS LATTER THE SITE SPECIFIC ORNMNW FOR RENEW.
<br />04571K WALL OR FLOOR, ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE 90IIND SUCH
<br />PANELS. ANCHORAGE SAL K AS MENTIONED IN AI) AND M A2).
<br />(a) THIS P.E.O. SHALL BEAR THE Wt MID OWN& SEN. AND SIGNATURE OF THE ppiE550NAL
<br />V40NMR Or RECORD THAT PREPARED 11.
<br />(a) !O EVWTwO CMra,r Frrr. Wul ACTH CQ;
<br />- 1/4' F iAPCON ANCHORS M IMUFACTURED BY I. T.. W. BIMDOL INC.
<br />14. SINRTlA MNRBA.CRRERS IUVEI 9HAI.L K LOCATED ON A READILY VSIBIF LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BM JMO CODE. ONE IAND
<br />- 11/4• A . 7 CALK-W ANCHORS. AS MANUFACTURED BY DEWALT PC (MN. C-1500 p. J.)
<br />OP[NNO. tABEL1NG TO COMPLY WITH SECTION 17091.2 OF THE
<br />- 1/4•0 13% SOLO -SET MOO". AS DISTRIBUTED 9Y AL POINT SCREW. BOLT • SPECIALTY 00.
<br />FLORIDA FI� -E11GY
<br />(MN. ra-1800 P.u.)
<br />- #11-1Q PANDIT FEMALE 10 AND PANELMMTE PLUS ANCHORS. AS MNwFAC11Rm BY ELCO CONSTRUCTION
<br />F•��
<br />, �P^n WC SMALL OLY K USED 10
<br />PIgpUCiS (MN. ra.2071 P.I.T.) uM ", ( OBTAIN PEIIMIIS A THE STATE OF MORIpA
<br />- T/4• P OF TAP-GRE ANCHORS. M MwuFAcn,KD ., TRv-FAST CMPOM710N`"�•�((•a A r�(
<br />P);••vC
<br />:••••e/j•
<br />0.1) MINIMUM EMBEDMENT Of TAPI:O/ ANCHORS. E100 PANELWTES AND Or TAP -GNP ANCHOR. INTOTHE
<br />FLORIDA BUILDING CODE M h VoWeI Nurrka
<br />BLOCK UNIT SMALL K 1 1/4',
<br />'• No. 4
<br />•:
<br />'m0 11pCo "`
<br />20 GAGE GALVAH M $TEFL STORM PANEL
<br />L
<br />112) CALK -IN • SOLD -SET ANCORS SMALL BE EMBEDDED 7/e• INTO THE CONCRETE BLOCK UNIT. No
<br />T87
<br />INTO STUCCO %IALI. K PERMITTED. 1/4' 0-20 SCREWS USED BALL K 1 1/2• LONG MAMUM
<br />EXIST, AND I' MII/AUM FOR WALLS WITH NO STUCCO. '9.i RYA
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