|
��-
<br />1 L E( INc_
<br />77LlIT 11:t4TIR1G 4 ENGINEERING t;ONtPANY
<br />PRODUCT BYAt. T UQXBEP01iT•fl lE 20.D728.OT 2
<br />!'_J• TEST QC PO
<br />PORTS;
<br />Large missile Impact and fatigue [Dad tests were performed under Protocols TAS
<br />20201, 203.as per section 1626 of the Florida BuildingCode. Uniform static loads
<br />1^
<br />ROJH= R.YA>::tJ,A 3
<br />Ia Re
<br />8 M�q,TER_ L CHA_ CTERRSTICSANN(I SPECIFiCAi'IONB:
<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 />WAtTTiR A. TTLLLT, ]x.,P.�: tTlt'aco�aol• WY
<br />YL PJl: LMOIN \q. 14MT
<br />PICA L!_, L00067D
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-589 dated 08109/1996, #96-570 dated 09118/1996.
<br />28, of Product Evaluation Document (P.E.D.). drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#ge-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P_E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611093 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIIIMTATIONS AND CONDITIONS OF USE•
<br />REPORT NO.: 20-072E.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largeaspada,
<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 />DATE: July 28, 2020
<br />Tensile test report No. DCM-197 by QC Metallurgical, 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 of26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc. and signed and seabed by Water A. Tillit, Jr., P.E.
<br />PRODUCT SUBCATEGORY: Stern Panels
<br />2.3. STRUCTIdRAL ENGINEERING CAI CuLAT10Ns:
<br />On 20 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<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 />defined on section 1e20.2 of the Florida Building Code_
<br />MANUFACTURER
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 of the Florida Buliding Code. Calculations prepared by Tilleco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood flame structures.
<br />48W S•W 61 Street
<br />Davis. Florids333t4
<br />dated I1/D3/08 and 03/12115, signed and sealed by Welter A. Tillit, Jr., P.E.
<br />1. PURPOSE OF EYALUATIQH;
<br />3. MISSILE IMPACT ESiSTANCEn
<br />Product Evaluation Report prepared by Waiter A. Ti fit, Jr_, P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />a
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), PreeldeM of Tiltaoo, Inc. (Florida CA-0006719).
<br />ID # 19D8-) to the Global Protection Products, LLC, Rule Chapter No.
<br />BP��'9onal Regulation. ethdot the Florida Department of Business and
<br />4—M- E D LOADS RESISTANCE—
<br />�yaLtipuA: 7!(4�✓
<br />20 Gage Galvanized Steer Storm Penal has been verified to sustain wind
<br />el
<br />$�;.•''JCENSF ••,�
<br />This product is being issued an Evaluation Report described herein, and tree
<br />been verified far compliance in accordance with the 2020 Seventh Edition of the
<br />pressures. Maximum panel length shell
<br />as indicated sheets 8, 10, 14,15, i61925 and 26 of 26 of Product Evaluation Document
<br />PEd
<br />Document(..D.}, drawing N ng o.
<br />�—� 1 7 =
<br />*6
<br />Florida Building Coda, and to verify that the product is for the purpose Intended
<br />20-176. Maximum Anchor Spacing slat be as indicated on sheets 8, 9, 10, 11'
<br />..,�-�,.
<br />� � �, STATE OF
<br />t
<br />at equivalentttt that required by the Coda.
<br />14, 15, 17, 18, 19.20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No.20.178,
<br />` ,c 0R1R
<br />This Product Evaluation Report slat be subject to review and revision in ease of
<br />5. INSTALLATION:
<br />r�ss/QfdAi.'L YhmuTMum,aiaAA
<br />a Building Code change that may affect Its limitations and COnditlOnH
<br />Installationshall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.EO.t:
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 2e, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />D:1 Tn LTECO ADMON RECORDS 1 P.O. REPORT.201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PAIMELI DRING S 20,1FO REPORT 120QY/8.0,
<br />Drawing No. 20-176, titled NO GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 28 of 26 prepared by T(teco, Inc.; signed and sealed by Waiter A.
<br />(P.E.DJ, drawhlg Na 20-178.
<br />Tilsit, Jr_, P.E.; dated 07128/2020. This drawing Is an integral part I��is
<br />I
<br />µ1H111n
<br />lilt UN
<br />Evaluation Report, A. r!(�
<br />��P' T✓,�
<br />/Q/,�,
<br />.+i';• TI(;�/T
<br />--- �yCEN'.
<br />3►�''AGENSF••.'%p
<br />�- �- No. 44167
<br />�. �'�` ZTt • T}
<br />� `� ,
<br />.tit.
<br />it S7 TE OF
<br />6355 N.W. Stilt Street, Suitt 305; Miami, F1Dreda 331bC -!'hone; (305) 871-1534 g�����61�`3�1
<br />t
<br />na'''rSis/QNA� rCNi,�a
<br />/IFNIH,HIN,
<br />ANMIHH{t„
<br />•
<br />B 3) IN CAA WAIT PRECAST STONE. PRECAST CONCRETE STUCCO OR BOARDS SU THE
<br />neltN tee, b aseE ,W.,,sn, eTm ae,M .)
<br />HFOUNDPART L&
<br />oDs1IMo al•L, ArcT+oRs SHALL E LONG ETIOUON ro REAaM THE IA1IN smlcTlRE E/IND SIX21 PANEis.
<br />B WAN STRUCTURE
<br />I. STORM PAMM stow ON THIS PRODUCT EVA UUM DOCUMENT ((P.CA.) HAS BEEN YERPIED IN CONPUAtt E IN
<br />AMOVIRA$ SHALL E AS MENTIONED IN 8.1) AND IN 842).
<br />ACCORDANCE WIN THE ZQQO (7M EDMOW) OF THE FLORIDA BUILDING coot:
<br />(C) TD COMA c
<br />a
<br />DESIGN WIND LOADS SMu. BE DETERMINED AS PER SECTION IWO OF THE NICK MENTIONED CODE,
<br />FOR A Web SPEED AS REQUIRED BY THE ANNSOKRR/ WHERE THESE 9l,NnERd WWl BE INSTALLED IIb
<br />/41:7±Nr
<br />- 1/sY TAPOON +MICHGtS. AS WNUFAC7URED M I.l.w. B"LOM NC..
<br />NCH AS A
<br />- 014-10 PANELMATE FEMALE 10 Iwo PM4 MAW PLUS NIOgRS. As AVWIVFACTURFA BT ELW CONSTRUCTION PRODUCTS
<br />FOR DIRECTONALM FACTOR XC-0115. USING ASCE 7-IS AND SHALL NOT EKMEEO THE MAOARAI (AS0)
<br />_. 1/4`. LAC SCREWS PER N.45.
<br />OESM PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. I.. I5, its. /e At 20.
<br />- 7/16111, , 5/6• WOOD BUSHING, AS OKERIBUTED BY ALL POINT SCREW, BOLT L, SPECIALTY CO.
<br />IN ORDER TO NEIRtY THE ABOVE CONDITION. ULTIMATE DES" WIND LOADS DETERMINED PDT ABLE 7-16
<br />SHALL BE FIRST REMICITO 10WWDER TO JMD. DESIGN D LOADS BY MULTIPLYING THEM BY Oe IN ON
<br />C 1) WOO" nW[ADED PENETRATION INTO WOOD Of TAICON ANCHORS SWILL BE 1 112' AND 2- FOR ELCO PMIEL40ATE PLUS
<br />COMPARE THESE W/ MAX(AS.0) DESIGN PRESSURE *ATOM INDICATED ON SHEETS 7 THRU 17, 14. IS, 16, ,B At24.
<br />AND PNELIIALf FEMALE b
<br />ro TINT A S ISM ON THIS PEA. TESTED WERE NOT VIER STRESSED. A ASS INCREASE M [
<br />C.2) MINIMUM TWAAED PEIEIRATHRN OF LAC SCREW INTO THE WOOD FRAME UNN1 SHALL BE t 1/2'. No THREADED
<br />FOXTRATTCN *no STUCCO SMALL BE 6015 EO AS PAT! Of THE AEOUINLD 1HREADED PDKTRATON.
<br />S ESS F WIND L NA
<br />57R155 far IAN6 tN.OS ,IAB BOL L1A0 IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD cos SEEN DETERMINED w
<br />ED IN
<br />ACCORDANCE WITH MD.S 20111.
<br />C.3) MARWM EDGE DISTANCE Of LAD SCREWS, INTO WOOD SMALL SEE AS ID"NED IN THIS DRU"W
<br />STMwA PANEL'S AQEOUAL FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IGN OF
<br />THE ABOYE MD(T10NED CODE AS PER HURRICANE ENWMRRer6 t TESTINO INC. REPORTS W56e, e�6-570 t 96-T30 AND
<br />O" 04COST O W GUSHING
<br />C.47 MItAMMtM PEIVE1RATtON OF W000 su94Nb 9NLL E S/6'. 1/1' 0-20 SCREWS USED SMALL E 1 1/2• LONG MINIMUM
<br />FDIESTIYU10N TESTING LAB INC.. REPORTS /2032 t /2126 . AS PROTOCOLS TAS-201, TAS-202 MIG TAS-205,
<br />SHOULD STUCCO t' FOR WALLS WITH 1/0 STUCCO,
<br />AS WELL03 AS STANbAgpS. AIEThCAI LEST LAB OF SOUTHSOVFLORIDA REPORT PW1e.01 -0e, AS PER TAS 207, TAS 202 NOCS)
<br />TAS 703 Sf
<br />IN CAA THAT PRECAST SIXMIL OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE E7oa1NG
<br />2 ALL EUMGAM D"PUSIONS to BE e063-T6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE SPRIT 2-
<br />WALL• 404ORS SHALL BE LONG ENOUGH TO REACH THE WCH IN STRUCTURE WOO St" PANELS
<br />ANCHORAGE 9*1 BE AS MENTIONED IN C.t), C.2) a C 4)
<br />3 ,ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY.
<br />CO) ANCHORS SMALL A INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANC OWS MANUFACTURER
<br />A ALL STEEL SHEET META PANELS SHALL HAVE STRUCTURAL GUAM STEEL AWN A-e53 GRADE 50 MINIMUM. LED
<br />OAVAMM STEEL OE90MAli0N W/TY- 56.5 No (AFTER ROLLED).
<br />6 PANELS MAY AI" BE INSTALLED MOR90MMIT FOLLOWING 0WALLAT10N DETAILS SHOWN ON SECTION 3 TiH1OUG, 10 (SHEETS 4
<br />THROUGH 6) DICEPT THAI HI[ ADEAS ® 6 ® 94AU NOT BE USED
<br />!. ALL SCREWS To BE STAINLESS STEEL 304 OR it AIM SERIES OR OCROSION RESISTANT COATED CARBON STEEL As PER
<br />SO NO VIEW sTRFNGiT1 A/C BO MWI TENSILE STp[NOIH 4 9Uil COMPLY w/ FLORIDA BUSDIC COME
<br />ON
<br />9. IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR 10vERSOUNDNESSY THE sOWless OF t'HE STRUCTURE WHERE Sll7riEA IS To BESE
<br />2 1
<br />SE4},SA.
<br />SECTION
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUT" SHALL ONLY BE ATTACHED TO CONCRETE BLOCK 09 WOOD FRAME
<br />BUILDINGS.
<br />e. 601.75 TO E ASTM A-307 GALVANIZED $TEES. OR AMI 304 SERIES STAINLESS STEEL, WITH 36 WI MINIMUM YW
<br />5NCHO
<br />to.ES,'
<br />ow A, low ON 9 REGULAR STORM PANELt 1 FESPECiNE01.. LENGTHS OW94S1W1 THROUGH INVE A ICE�E'Me Y 6'M WtJ tSAND wSTRUCTIINNG OWNER ON
<br />ANCHORS TO WALL SNAIL E M FOLLOWS
<br />S
<br />T4NAt1 ro SECURE PANELS WFM APPLICABLE REui0RCDAERF DURING ►ERODS OF HURRICANE E WARNING
<br />(A) Io FI05,0C Pg?• MAH"• ._.
<br />It THE 0WALLA.TION CONTRACTOR IS TO SEAL/CMJLK AL SHUTTER COMPONENT EDGES "" RD" IN CONTINUOUS CONTACT NM
<br />- 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY t.TW SLA DEX, INC. (M... rA-3182 PA;)
<br />THE BURRING TO PROW wNp/RAIN INTRUSION,
<br />BY WALTPAIN W. (MIN. 0 PAV
<br />- 1/4' I . 7/e• CALK -IN ANCHORS, AS MISTRIB
<br />- T/4Y , 3/4' SOLO -SET ANGIOFLS, AS DISTRIBUTED BY ALL POINT 9CREw, BOIr UI SPECNi.TY CO.
<br />TED L LT Ar
<br />12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED a "S DRAWWG PLUS ANY BLALDING ANO 20NC AE "10"
<br />PROVWED BY THE JNISpCBpy WHERE PERMIT IS APPLIED 10,
<br />- 114-10 PANELMATE FEMALE 0 t PANELMATE PLUS ANCHORS AS MANUFACTLRED BY ELDO CONSTRUCTION PRODUCTS.
<br />MNM (. ru3360 PA.L)
<br />13. (A) THIS PNGoucT Eo).uArlow OOCUMENY (P.EO.) PREPARED BY THIS ENCRI ER 15 GENERIC AND GOES NOT PROWDE INFORMATION
<br />- 1/4'P CF TAP-ORW AwCIDRS. AS MANUFACTURED BY TRu-,Mt' cORPORATOM (r.-MM P.w.)
<br />FOR A SITE SPECIFIC PROJECT. I., WHERE THE SITE CONDITIONS MFYNTE FROM THE PLD.
<br />A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE I 3/4': 2- FOR PANEIMAIE FEMALE
<br />(a, CONTRACTOR TO E FICSPOfMAB[F FOR THE SELECTION. PURCHASE AND INSTAJAT1oN INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />M50 ON THIS PEA. PROVIDED HE/SHE GOES NOT MWIT FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />b IIb PANnP1t1E PLUS AND / 1/f- FOR C< TAP -GRIP AICHIOR$
<br />CONSTRICTION SAFETY AT SITE M THE CONFRACTOR'S RESPONSIBILITY
<br />A2) CAIX-IN t SOIn--SET ANCHORS SNN.L BE EMBEDDED 7/3' INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />(t) THIS PRODUCT EVA{MATMN DOCUMENT WILL BE CONSIDERED INVA O IF MOORED.
<br />SWCOO SMALL BE PVWrTED- 1/4- 0-20 SCAM USED WALL BE I ,/2' LONG MINIMUM SHERD STUCCO LOW.
<br />MD 1' MINIMUM MR WALLS WITH NO STUCCO. AID MAY E WADED SCREWS OR ALL TH ENDEO SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECTS SMALL E PREPARED 6Y A FLORIDA REGISTERED ENGINCM OR ANCHRECr WHICH MILL BECOME THE
<br />BUT TIII{1 WUIG NRJTS.
<br />ENGINEER OF RECORD FOR THE PROJECT AND WHO WILL K RM"IMZ FOR THE
<br />PROPER USE P.E.O. OI INCER OF RECORD. ACTING AS A 00.EGATTA ENGINEER To THE
<br />A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANFMS• PAVERS. STUCCO OR WOOD BOARDS BE FOUND Mw THE
<br />P.E.D. ENdEET. 91ALL $UBMT M THIS LATTER THE SITE SPECIFIC ORAWINOS FOR REVEw.
<br />OWING WALL OR FLOOR ANCHORS SHALL E LONG DO" TO REACH THE MAW STRUCTURE BEHIND SUCN
<br />PANELS ANCHORAGE SHALL E AS MENTIONED IN A.1) AND IN A2).
<br />(0) THIS P.E.O. SHAI BEAR THE DATE AND OROWAI. SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER a MGM RAT PROW= IT.
<br />(a) ro Asrwe NDOWAW flux I AFAC
<br />- 1/4• • TAPa7N ANCHORS AS MANUFACTURED BY I. T. W. SUILOM INC.
<br />/4. SHUTTER S TTO1 IN ACCORD ICE.W SHMSE TI LOCATED 7004 ON A READILY VSSLUILOE LOCATION E STORM
<br />PSHALL ANEL IN 170O OF FLORIDAMOA G CODE, ONE LABEL
<br />1/4- U N 7/B' CALK -IN ANCHORS. As MArAMACTLNRED BY 0EWM4.t INC- {MIrN, r<.isDO PAI.)
<br />BE PLACED ETrERY aF'ORNC. IABO.NG ro COMPLY WPH SECTION T7O6.B.2 OF THE
<br />OR WERY OSIITH . LAREN C SECTION E
<br />- 1/4-P U 3/4• SOLID -SET ANCHORS. AS CSM MVrED BY ALL POW SCREW. BOLT a SPECULTY co.
<br />� CODE
<br />(MIN, I. -1 00 P.A.H,)
<br />- /14-10 PANFJHNIE FEMALE b AND PAKIYATE' PLUS ANCHORS. AS MANUFACTURED BY ELCO CoommuCROa
<br />itBS ORAR,10 SMALL OM<r E t78ED TD
<br />PROJCTS (MIL re-ZO7t PA.L) AAUINNII OBTAIN PERMITS IN THE STATE OF FLOROA
<br />H AS ANUFA T ED
<br />- 1/4' • CF TAP -GIP ANCHORS, AS MANUFACTURED BY rpu-FA51 CORPOMT,ON •SEA A. T/�!/
<br />•• •• r
<br />B. r) MINIMUM EMBEDMENT U PANEIJAATES AND OF TAP-ORG ANCHOR. INTO THE
<br />FLORIDA BONDING CODE iI h Mabel Marisa
<br />BLOCIS WRr SHALL E t 4/4', • .•aA IA,IDp. NE 20 CASE CALVAIa2ED STEEL SiORII PAM0.
<br />No. 4 : �
<br />9.2) rALX-IN t swD-SET ANCHORS SNMrL E EMEDOEO 7/e• INTO THE CONCRETE BLOCK tRIT. No
<br />167
<br />INTO STUCCO SMWJ. E PERWiIED. 1f1' P-20 SCREWS USED SMALL E 1 1/2' IJMC WIINUM �
<br />MOST. AND f' AalIAMJM FOR WM15 WTitl NO STUCCO. 4% MA
<br />/�
<br />M �� J � PROTECTION PRtNiUCTS, LLC. F
<br />__ _._a. % I L
<br />1 ` ECO INc.
<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />WALTER.A.TILUT,JR_,r.E tiltPRODUCT EVA7LAJ(iATIONREPORT rr=44`°44L67
<br />Fl.P_P LEY�A,.Nq kI11i7
<br />ti," LJP,AR W.00BATI4
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Stone Petrels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />43W S,W, 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. T1I11% Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />51820.3, Method 1D of the Florida Department of Business and
<br />Professional Regulabon,
<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 Bulidlng Cade, 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 charge that may affect its limitations and conditions
<br />Drawing No. 20-175, tided "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by 719teco, Inc,; signed and aealed by Water A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing Is an inta (pl:�it f is
<br />Evaluation rt. E :, Repo ""44167
<br />STATE 0l=
<br />OR
<br />fiiSS N,W. Stith Street, Suite 305, I+'lIar02. Fll3rilis 33106 -Phone: (305) 871
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-11)
<br />-------� ___ -__� __ m.ttN• (TDOPL wont)—.— _-_ ._.—�. _-,-^ --.. e_Ts.lve• (iota rrRH)- -
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<br />WITH STUD
<br />11WD1JCr1']Y T,:AT•1 x RPMTNn. 2_1473711E2, 2
<br />22, TEST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12.H standard as
<br />per section 1609.1.2 of fie Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-030. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated OWI1102 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 25, 2009, signed and sealed by Edmundo
<br />Largeespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />landings per Protocols TAS 201 & 203 as per section I009.1.2 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 Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as
<br />per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofeno, P.E. as per ASTM E-B.
<br />2.3. STRUCTURAL ENGINEgWNG CALCULATIONS
<br />On 24 Gage Galvanized Steel Storm Panel 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 />section 1804 of the Florida Building Code. Calculailons prepared by Tilteco,
<br />Inc., dated 12118/10 and 0=7113 (for this revision), signed and sealed by Water
<br />A. Tllllt, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE'
<br />Large misaite Impact under section 1W9.1,2 of the Florida Bulling Code, as per
<br />$STD 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 1a 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. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous alarm shutter assembly, as per SSTD 12-99 Standard.
<br />a4, '
<br />GAP
<br />PRQW= VA1,t AT Q"JZQRX Q 0• 7 3
<br />5. INST
<br />AI,L.flT �N�
<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 shalt be as indicated on
<br />sheets 3, 6, 13, 14, 15, 18 and 18 of 18, 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. LIMUTIQNS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Wcated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tllteco, Inc. and signed and sealed by Water A. THIN, Jr., P.E.
<br />7.2. Produd shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Flodda 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 Water A. Tillt, Jr., P.E. (Florida License
<br />No. 44167). President of Titeco, Inc. (Florida CA-0006719).
<br />WATIlL
<br />V_L TILTP-CO AOMON RECORDS i
<br />GALVANIZED STEEL STORM PANEL
<br />1/4. 2/4, 3/4. 4/4. 5/5. 7/5,
<br />1W/10, BW/tit h 7W/tit /10, 2W/10, 3W/10, 4W/10, 6/5
<br />SW
<br />MAx ANCHORS: FOR CONCRETE SEE Sr3EDULE ON 9RI-- T$ B . e- 7• MAx
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<br />TONS 13 '' . •,-'•! s,.5s.� I1 j_ BOLT W/ 7/B' K 3/32•
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<br />INSTALLATION DETAILS FOR REGULAR PANELS & A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES OMNf K E II= OR WOOD INSTALLATION DETAILS FOR REGULAR PANELS Cb- -ti�t III
<br />INTO EXISTING POURED CONCRETE OR CONCRIM 111111-Oft !RTO[ICTURESt P Win, GGOM.TERAOM M. lu VALID FOR FEUAR. LIFE SA M AND E—Z NMIG STOR>II PANil S1i51EI11 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK 1IRUCTURES
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<br />• DIRECT MR WALL No TINQ NOW"
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