|
E S 1LI ECO INc.
<br />TILLIT TESTING a ENGINEERING COMPANY
<br />WATTRR A. TILLTT, ip-, P.6. -- L1teDD�aol.Com
<br />FLPIL. I.INIHr Yo. M741
<br />PL CA Lj._ Nu. IODCTI9
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0726.01
<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 Products I.L.C.
<br />4800 S.W. 51 Street
<br />Davis, Florida333114
<br />1- PURPOSE OF EVALUATION
<br />This is a Product Evaluation Report Issued by Walter A. Tllilt, Jr., P.E. (System
<br />ID # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />81G20-3, Method 1 D 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 />bean 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. ENIDENCE 3UBMTTED,
<br />2.1. PRODUCT EVALUATION COCUMENT (P.E.D.):
<br />Drawing No. 20476, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2812020. This drawing is an integral part , Is
<br />Evaluation Report. �"e+```�"rcp A`r%(4�
<br />4®r.
<br />*, NO-44167
<br />S,L'�S `'top..IDR ,•��
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530 - Arks/ A SS
<br />PROD TIC r EYALU&UQ3 R-El!0lT NLI. 20.0724-D1 2
<br />22 TEST 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 Coda. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-669 dated 08/09/1998, #96-570 dated 09/18/1996,
<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 0411811998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, 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 Tilleco, Inc,,
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tilsit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE
<br />Large missile Impact under section 1028 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4—MD 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 26 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. 0.),
<br />drawing No. 20.178.
<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 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />�o��PIA.FTIIti
<br />\"ENS$-
<br />••! yy
<br />167
<br />; * 11r
<br />7 'J STATE OF
<br />All
<br />��y'r•,ey S �ONA�
<br />apR.pt>Laa.[• .
<br />83) N CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. SRICCO OR WOOD BCARDS BE FOUND ON THE
<br />DUSTING WAL., ANCHORS SHALL OE LONG DOAN TO REACH THE MAN STRUCTURE ODW SUCH PANELS
<br />t. WORN PANEL SHOWN ON THIS PRODUCT EWLOAYON OOC JMOT (P.EO.) 1M4 BEEN VERIFIED FOR COMPLIANCE N
<br />ANCHORAGE 9ANA BE AS MENTIONED N 0.1) AM N 8.2).
<br />ACCORDANCE WITH THE 2O20 (7I, EQnION) OP TIE PLONOA BLMDNIO CODE
<br />(C) SPEAS
<br />OCIROSIREALL M DETERMINED PER SECTION t82OOF THE ABOVE /E)11IOIIED CODE
<br />- t/4 7APGON ANCIMRS, MUNFACRWIE6 BY I.T.W. BULOEX. WC.
<br />- #14-10 PANDAMTE FDA" 0 AND PAMELMATE PLUS ANCHORS. AS ~ACTURFD BY EL.W CONSTRUCTION PRODUCTS.
<br />NWWOO PEOB
<br />FOR FA
<br />FOR A WIND SPEED As REOARFO er THE JUWIE0oT10N WHERE THESE SATIDIS WALL SE NSTAAED Ao
<br />THE
<br />FOR A DMCTKWARY FACTOR Nd.0.33_ USING ASCE 7-16 AND SHALL NOT ETICEED THE MAIMRI (AS.D-)
<br />1//L LAG SCREYHS PER N.D.s.
<br />DESIGN PRESSURE $AIM INDICATED ON SHEETS 7 111011.1' 12. 14. 15. 16. 19 k 20,
<br />- 7/16'0 . 5/6' WOOD SUSHwM. As DISTRIBUTED in ALL PORK SCREW, BOLT A SPECIALTY w.
<br />IN ORDER TO VERIFY THE ABOVE "C"On"N. ULTIWIE "M WIND LOADS DETERMINED PER ASIDE 7-15
<br />C.1PENETRATIONNO OD MINIMUM THREADED PENETRATION WOOF TAPCON ANCHORS SHALL M 1 1/2' AND 2- FOR MCO PANIMMATE PLUS
<br />P SHALL SE AST REDUCED TO A.SD. DESCN ARID LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER ID
<br />AND P441MALE FEMALE. 0.
<br />COMPARE THESE W/ MAX. (As.D) DESIGN PRESSURE RATINGS INDICATED ON SMEIS 7 THRU 12, 14, 15. 10, 12 A 20,
<br />C.2) MINIMUM TH+INAOED PENETRATION OF LAG SCREW, SAM THE WOOD FRAME UNIT SAIL BE 1 1/2•. NO THREADED
<br />IN ORDER TO M36FY THAT ANCHORS ON IRS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 332 INCREASE N ALLOWABLE
<br />STRESS FOR WIND LOAM writ MM USED N THEN ANALYSIS. FASIENQMS SPALNNG TO WOOD HAS KEN DETERMINED N
<br />PENETRATION RAW STUCCO SHALL M CONSIDERED AS PART OF THE REONED THREADED PENETRATION.
<br />ACCORDM/CE WITH N.O.S. 2018.
<br />C.3) MINIMUM EDGE OWANCE 0I LAC SCREWS. I1`10 WOOD SHALL M AS IODATED IN THIS ORAMRR:
<br />STORM PANEL'S ADEQUACY FOR (PACT AND MIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE AEGIS MENM" CODE AS PER MMGLNE ENCNEDWNO k TESTNG INC. REPORTS WSW. 95-570 A 96-T30 AND
<br />ION W
<br />CA) IIN'IMUTA PENETRATION O WOW BU51•NG SHALL BE 5/6-. T/4' P-20 SCREWS USED SHALL M 1 ,/i' LONG MINIMUM
<br />1/
<br />FOCSIRATION TESTING LAIL INC.. REPORTS #2032 A 02126 . AS PROTOCOLS TAS-201. TAS-202 40 TAS-203.
<br />SHOULD STUCCO t' WARM FOR WALLS HARM 5711000.
<br />AS WELL AS AIHRCAN TEST LAB OF SOUTH FLORIDA REPORT #0219.01-00, AS PER TAS 201, TAS 202 AND
<br />TAS 203 STANDARDS.
<br />CS) N C.4sI CASE THAT PRESIRE• ON PRECAST CONCRETE PANFRS, STUCCO 00 WOOD BOARDS BE FOUND ON THE OOSTNO
<br />2. ALL NAAWAM EXTRUSIONS TO BE eats-R ALLOY AND TEMPER. (UMEW OTHERWISE NOTED). SEE SHEET 2.
<br />WALL ANCHORS 94ALL BE LONG ENOUGH TO REACH THE NON InI UCRNE Mae SUCH PANELS.
<br />ANCHORAGE DNA BE AS MENTIONED N CA). C2) At CA)
<br />3. AL ALUMINUM BEET METAL USED AT CLOSURES SHALL HAVE 3105-1474 ALLOY.
<br />(0) ANCHORS SHALL SE INSTALLED FQIOOK ALL OF THE RECOMMENDATIONS AND SPOWICATIONS OF THE ANGMR'S MANUFACTURER,
<br />4, AL STEEL SAW META PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-603 GRADE 50 MINIMUM. G-60
<br />QKVAAp2ED SNFA DESGNIgiON W/FY- 563 Y.I (AFTER ROLIED).
<br />B PANELS MAY AM M NSTAU,ED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (BEETS 4
<br />THROUGH 6) EXCEPT THAT HEADERS 0 At Q SILL NOT M USED.
<br />S. ALL SHIM TO BE STAINLESS STEEL 304 OR 316 AS SEHIEs OR CORROSION RESISTANT COATED CARBON SIM AS PER
<br />ON O W/ 50 pH YIELD STRENGTH AND 60 Ili TENSILE STRENOTN 6 SHALL COMPLY w/ FLORIDAUIDNO CODE
<br />s, IT 9 AU M THE RESPOdMM OF THE CONTRACTOR TO VERITY THE SOUNON93S Of THE STRUCTURE 5 NE ERE SHUTTER TO BE
<br />SECTION 241 33.4.
<br />ATTACHED TO NSAE PROVER ANCHORAGE. THIS S V TOR SILL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRNFRAMESEON
<br />SULDOM.
<br />8. BOLTS TD M ASTM A-307 GALVANIZED STEEL, OR AST 3w SERIES STAINLESS STEEL. TWIN >e I•i MINAM YIELD
<br />10, EACH REGULAR STORM PANE. WRIT UDIGOS OVER 9•-8 THROUGH 12'-4-. AS PER SECTIONS C & 9 k 10 AND ALTENMiNFS aW.
<br />7 ANCHORS 1b WALL SHALL AS FOLLOWS
<br />9W A NOW ON SHEETS 5, 8 k 12 RESPOCTNAY: SHALL HAVE A LLGBLE AM READILY VISIBLE N BLE MASON OWNER OR
<br />TENANT TO SECURE PANELS WITH NPLrAME REINFORCEMENT "M PERIODS OF HURRICANE WARRING.
<br />(A) TO 005IW10 POU80D COMI'3HFTE;
<br />1t. THE NSIAlATIGI CONTRACTOR IS TO WA/(+MAX AL SHUTTER CaMONENT EDGES WHICH REIN IN CONMUOUS CONTACT WITH
<br />'. TAPCON - T1 ANCHORS AB W~ALTURED BY I.T.W. SADEK. INC. (Mo, rc 3192 P&L)
<br />THE WADING TO ►AEIRDT WIND/RAN INTRUSION.
<br />- 1/4- I . 7/8' CAR -IN ANCHORS, AS MANUFACTURED BY OVINALT INC. (MIN. rO-30w PxL)
<br />- 1/4'• . 3/4' SOUO-SET ANCHORS. AS OISTRIBNEp BY ALL POINT SCREW SPOILT A SPECIALTY CO.
<br />12. STORM PANEL INSTALATIGI SHAWL COMPLY WITH $PEES INDICATED N THIS DRAWING PUTS ANY SAUMNC AND ZONING RECUTATKNS
<br />(MIL r-3000 P►A)
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT 5 APPLIED TO.
<br />- #14-10 PMELMATE FEMALE 0 A PARMAIMYE PLUS ANCHORS, AS YANLR'ACRNED BY ELCO CONSTRUCTION PRWUCM
<br />13. (.) THIS PRODUCE EVAWAT IN DOCUMENT (P.E.D.) PREPARED BY DIS ENGINEER 5 GIDIM AND DOES NOT PROVIDE NFG MATIDN
<br />(MIN. 9*s-3350 p-&O
<br />- 1/4•9 CF TAP -OW ANCHORS. AS MANUFACTURED BY TAU -FAST CORPOPATIOM (C-MOD p..J.)
<br />FOR A SITE SPECIFIC PREECT: Le. WHERE THE SITE CONDITIONS DEAATE FROM THE PEG.
<br />CONTRACTOR TO BE NEWONSW FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIVE SAFETY a THIS PRODUCT
<br />Ai) MINIMUM UIBFDMENI OF TAPCON ANCHORS INTO POURED CONCRETE STALL M 1 3/•^: 2- FOR PANEIAATE FEMALE(•)
<br />BAS® ON IHIS PF.D. POW= HE/SE DOES NOT DIVATE FROM THE CONDITIONS DETAILED ON TWO DOCUMENT.
<br />0 AND PMDAALTE PLUS AM 1 1/4- FOR CF TM -GRIP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE 6 THE CONT 0R`S ACPVMSIMTY.
<br />A2) GALA -IN A 90UD-SET ANCHORS SAL BE EMBEDDED 7/e• Nro THE POURED CONCRETE. NO EHBFOYENT 6R0
<br />(A) THIS PR=RT EVWLWTOM DGCWENY WILL OL CONsiono NWOD F MOWSED_
<br />SnUCOO 944L M PERMITTED. 1/4• A-20 SCREWS USED SHALL eE 1 1/2- LONM MINIMUM 94OU LD STUCCO OW.
<br />ND t' MINIMUM FOR WALLS WITH NO STUCCO. AM MAY SE HEADED SCIREW5 OR AL T6READED SCREWS W/O HEAD,
<br />(d) SITE SPECIFIC PROJECTS SHALL M PREPARED M A FLORIDA REGISTERED EARNER OR ARCHITECT WHICH WALL BECOME THE
<br />BUT WITH MNG NUTS
<br />ENDOW Or RECORD (EOA) FGL THE PRDJER AM HAND WILL BE REWOOW FOR THE
<br />PROPER USE OF THE P.E.D. ENIgNQR Oi RECOO. ACTING As A DELEGATED ENGINEER To THE
<br />A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE FOAMS. PAVERS, STUCCO OR WOW SOW0S BE FOUND ON THE
<br />P.E.D. ENGINEER. SHALL SLOW TO THIS LATTER THE SITE SPECIFIC DOW MS FOR 1EVEW.
<br />EOSTNC WALL OR FLOOR, ANCHORS SNAL BE LONG DIOLIGH TO REACH THE TAAN STRUCTURE BOWM SUCH
<br />PANELS. ANCHORAGE SHALL BE AS MENTIONED N AI) NO N A2).
<br />(0) THIS P.E.D. SILL BEAR THE DATE AM ORIGINAL SEA. AND SONATURE OF THE PROFESSIONAL
<br />ENGINEER OF RECORD THAT PREPARED T.
<br />(9) T? U=W tYy I ASTM -an:
<br />- t/4• P TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. SULK, NC.
<br />14. SHATTER MMAFACLIRERY LABEL SHALL BE LOCATED ON A READILY "SMILE LOCATION a STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1700.9.3 OF FLORIDASUALDWMD CODE ONE LABEL
<br />- 1/4' 14 7/3• CAA -IN ANCHORS, AS MMAFACRHIED BY DEIMALT NC. (MN. ('4-1500 Pai.)
<br />SHALL ESE PLACED FOR EVERY OPDAO. LABELING TO COMPLY WITH SECTION 1709.92 OF THE
<br />- 1/4•0 13/4• SLID -SET ANCHORS, AS DWF4K O Or AL POINT SCREW, SOLT A SPECIALTY CO.
<br />FLORIDA SWLDIG COOS.
<br />(MIN. ri 1$GO PALL)
<br />- #,4-10 PANELMATE FDA" ID AND PANELMATE PLUS AN040M AS AUMFACRRED BY EL.CO CON near ON H11AN
<br />THIS
<br />THIS Owsm SHALL ONLY 8E UBED ro
<br />PERMITS N THE STATE OF FLORIDA
<br />PRODUCTS (MN. rc-2071 p:.JJ
<br />- 1/4- I OF TAA-DRR' ANCHORS, AS MANUFACTURED BY TRU-FAST CQRPORATON qER A. TI
<br />4i
<br />9.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ODD PANELAANDP -GIP AAOHNOR,
<br />D a TANro THE ''•uC
<br />i FLORiDA BUILDING CODE K A "WeRy NYMec
<br />BLOCK UNIT WWI M 1 1/4-. •; nap IILMA s
<br />20 0AW GALVANM STEEL STORY PANEL
<br />No. 4 187
<br />B.2) CAK-IN k SOLID -SET ANCHORS SAL BE EMBEDDED 7/6• INTO THE CONCRETE 9LOCK UNIT. NO
<br />IIFTO STUCCO SILL BE PERMITTED. 1/4- .-20 SCREWS USED SHALL M 1 1/2• LONG WARM IL� PROTECTION PRODUCTS, LLC• H
<br />PRODUCTS
<br />EXIST. ATM i• MMAN FOR WALLS WITH NO SMCCO. -W.. C7Ar ne `� _-- _ _ _ -
<br />n
<br />w°'A10oE ED'
<br />IEOLMIm. I I 2 C
<br />1
<br />1
<br />1 1
<br />,K 1 1 b
<br />aAR �� m Wuac ;
<br />1 q
<br />1 , 1
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<br />EXISTING; POURED iCONCRETE op
<br />MEDIA V D. ; 11 I aTLC • 0
<br />.ESE'
<br />CONCERN AIDH S
<br />sMOSOwR W/ RA—
<br />aca THE all
<br />Gs SHBTHROUGH s)
<br />SCAN %,•
<br />INSTALLATION DETAILS FOR REGULAR PANELS & (2
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES mm, ANwHDM
<br />wInEE ANCHORS•ows It tw,6M •)
<br />240175 6 AGH011.I---C.D. mHaOs ANCHORS `
<br />otm9IO POURED 1. JJ) MALtls A "Ame" in
<br />OOANCIEIE RE0UNm1 TI ({-- '� �, MY , 7 al�r, , -- 1/T•�
<br />1 /`• I WFt •
<br />t I e \ rdra
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<br />I Z
<br />AM SOOM R3 Io
<br />qO
<br />t 10,
<br />ftlsAWA R,t 1 ,I
<br />3Alo
<br />QEIE
<br />AAM BLOCK
<br />9)
<br />SCAN 3/6-t' SAE 3 t'
<br />E.D. -[M DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS B k 9)
<br />NOTE iD,R Ca11B9M1idl OF AraHr,c•
<br />TOP I BOTTOM BIOI AY TO GUN 8E
<br />COMBINED IN ANY WAY TO ARC All
<br />l INSTALLATION.
<br />2
<br />PanDtt"TEV ■ TAT[ONR>•PW3WEN0 204mm 3
<br />S. MA .RIAL CNARACTERiSTICSANO 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.20-176. 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. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1026, as well as General Notes # 1 thni 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 711teco, Inc. and signed and sealed by Walter A. Tildt, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0008719).
<br />N. Tltvy
<br />I . as: • JGENSF
<br />*1n 44167 s_
<br />?IIV�o' STATE OF :iA
<br />WATILL
<br />D:1 TILTECO ADMON RECORDS l P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIIWD STEEL STORM PANEL DRIAG W 20.170I REPORT 820-0728.01
<br />ILI ECO INc.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA TILLTT P.E. ti€
<br />' PRODUCT EVALUATION REPORT R,7.ET—Ni.4 67
<br />2LCA.lkmW VWtN06t14
<br />REPORT NO.: 2064727,02
<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 />4300 S.W. 51 Street
<br />Davis, Florida 3331E
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Waiter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, 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 />2. EVIDENCE SUBMITTED:
<br />11. PRODUCT EVALUATION DOCUMENT (P.ED.):
<br />Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL`,
<br />shoots 1 thru 18 of 18 prepared by Tiiteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E,; dated 07/2712020. This drawing is an inte$�btlldM�+lfir Is
<br />Evaluation Report. a`
<br />167
<br />STATE -OF iaz
<br />sprF :FCORIDA Cs���
<br />6355 N.W. 36th Stint, Suite 305, Miami, Florida 33166 - Phone: (305) 871 1 ;y-X#A(3 A89�-1531
<br />ANO
<br />(TOTAL ,101N�— -•^- j r- —t&IW t70TAL WWH}---
<br />_ i , i--13 0•--I 1 ; -1• (- "} /' 1360� 0.03A' MN tHILW 1.3�^•
<br />AM A-41141
<br />z.6S� OAWSAt[�0 Awl EDGE/ t 2� i TYP. is37 � a-40 QM E
<br />TACK t
<br />7'7P. m A-rs EDGE .
<br />.J
<br />EEDGEE Grim go MMIMw DETAILJ , � MrAE
<br />40.E 0-000. A
<br />L.___\ AA _____________ �AAL.
<br />d STORY PANEL ® END STORY PANEL
<br />230• _ - 2.t8i�q
<br />,.lw' .7b� •12S'-..730' Ya ~SOMa 3D41{GREIFA •t2S'
<br />W/ mom EDGE ( .NCO- A, - E
<br />- ,L MSTUO OLE � ILL IL SM '��J
<br />-J 7yp :-
<br />r
<br />12 ,/Y of t2 1/I' O•C.
<br />- . &Q.oe' 34!W A0.7' a3• � .W3• - � 2.1100' laoo' (_.- /.51Or
<br />v zSD• / 2.1 A97• 2t { 1 OEi�AW
<br />J�5 R 370
<br />6 .3775 ,23"
<br />ISOMETRIC YIEW DETAIL A <�A
<br />-- 2.00O' 2
<br />ROUNOED CORNER O ENDS OF PANEL'S
<br />END LP wHEMMED EDGE.
<br />(N.T.S) AcO WhW HEADER 0 •U• HEADER O4 �j( ® ANGLE WITH STUD ANUE WITH—' 8a DID.
<br />E j i/Ea A 2/14 I ry► TOP mOE �4• .Gilt' 'S• .a•••-�.750';r�-��
<br />-.._ r "),SRO' �DF iAEI .180' _7 ., - �T0' t25`_11 4 AW I3P,s Po
<br />1.4P.T.OB3' Car
<br />1 HIRE. t2 t/Y O.C.
<br />j —J 1.971• j 1b ,.
<br />•�' 1343' 062• /900'
<br />I; A1H HHOtE FOR `_ j _ 1.063• j I �, t.0i5' II �.
<br />nDTr i1 ON"A57- OW
<br />I - Mk .=* L000' •
<br />7.ow O KEY HOLE WASHER s25'•
<br />Da3 Air TRACK ANGLE ® ,3/,r •f Tam © FIAT PLATED
<br />mew (1Mh) , �a94 WITH STUD
<br />J44*CALVANQW _� I ill: A, T
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<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 E330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 26, 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 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.0140, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. BCM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1OKMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaclofeno, P.E, as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysla, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tiilit, 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. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 2111
<br />24 Gage Galvanized Steel Storm Patel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />5. INSTALLA TION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 1S. 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 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />IAA _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 USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tdteco, Inc. and signed and sealed by Weller A. TiIIN, Jr., P.E.
<br />7.2. Product shall not be Installed within HiGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Waiter A. Tidit, Jr., P.E. (Florida License
<br />No. 44167), President of Tlfteco, Inc. (Florida CA-OD06719).
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