|
Ti L coE�Imc,
<br />TiLLIT TESTING A ENGINEERING COMPANY
<br />PRODL7CT &YALT7ATI03,1 aEPO1rC lU(3. 2•.0729.81
<br />2.2• TEST REPORTS:
<br />Large missile impact and fatigue, load tests were perforated under Protocols TAS
<br />201, 203 as section 1626 of the Florida Building Code. Uniform static loads
<br />Per 9
<br />t.�nai� te^T_ YV,L:[(A77rlu all+nnn•r Nr� 2g.E72t•DI 3
<br />B_MAURI& CHAR_ ZTERISTICS MD SPECIFICATIONS:
<br />$hall 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 />} g
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<br />1 L ECO IIVc.
<br />TILLIT TESTING 6 ENOWEL441M COMPANY
<br />WATTM A. TII.L1T;1a.,P.E. tilhc040bolXM
<br />'LPD.LHN,a\A44 47
<br />WALTEII.A• i11UT� nL'ry' ti)teoo@aol.com
<br />PRODUCT EVALUATION REPORT VIAM UmopNo 440
<br />rLc A LJ�.HA oceans
<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 # 98-Se9 dated 011/0911996, #96-570 dated 0911811996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20.176.
<br />PRODUCT EVALUATION REPORT
<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 04/1611998 and
<br />REPORT NO.: 20-0727.02
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LMITA71ONS AND CONDITIONS OF USE;
<br />DATE: July 27, 2020
<br />REPORT NO : YO.072t191
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY. Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM 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 of28 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Gratis, P.E.
<br />prepared by Tliteco, Inc. and signed and sealed by Walter A. TiIR, Jr„ P.E.
<br />PRODUCT 9UG-CATEGORY: Storm Panels
<br />2.& 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 />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<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 load and panel
<br />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER: Global Engeathm Products, LLC
<br />MANUFACTURER: Glohal Protection Products LLC.
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />48M S.W. 51 Street
<br />4800 B.W. 61 Sheet
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. TiIIHT, Jr., P.E.
<br />wood frame structures,
<br />Davie, Florida 33314
<br />Davis, Florida333114
<br />1. PURPOSE OF EVALUATION;
<br />3• MISSILE IMPACT RESISTANCE,
<br />Product Evaluation Report prepared by Waiter A. TNGt, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is s Product Evaluation Report Issued P by Walter A. T11R P.E. (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Ttltaco, Inc. (Florida CA-0008719).
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
<br />iD # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />le
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />GIGGe20.3,, Method ethu n of the Plorida Department of Business and
<br />4. WIND L0ADSD RESISTANCE:
<br />VVV,A'ANnHaeAA
<br />a RA. Tit
<br />67 G20-3, Method iD of the Florida Department of Business and
<br />Rag
<br />This product is being issued an Evaluation Report as described herein, and has
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on sheets 8. 10, 14,15,
<br />NCENSF '•,
<br />ProNasbnal Regulation,
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />f6,19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.}, drawing No.
<br />�. 44167
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />_ -�* :,t
<br />been verified forCcmpttarTce in accordance wNh the 2020 Seventh Edition of the
<br />Fonda Building Cade, and to verify that the product is for the purpose Intended
<br />of least equivalent to that required by the Code.
<br />14, 15, 17, 18, 19. 2025 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />7 STATE OF
<br />'•
<br />Florida Building Lode, and to verity that the product is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />drawing No. 20.176.
<br />This Product Evaluation Report shot be su
<br />bject object to review and revision In case of
<br />S. INSTA �T1 m
<br />i (.o. �N•
<br />bas/ONAi ���
<br />%'R
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />e Building Cale Change that may affect tie limitations end GOndtllCns
<br />N11111N�1��
<br />a Building Code change that may affect its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION (A.E.D.t:
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 28 Of 2B, Of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-170. Minimum separation to glass shall be as
<br />OA TTIILLTECO ADMON RECOROS 1 P. E. RePORT.201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANLLI DRWGW20.1761 REPORT 92"MOt
<br />2. EVIDENCE SUBMITTED:
<br />No.GAL
<br />26 GAGE GALVANIZED STEEL STORM PANEL",
<br />tpre
<br />Indicated on sheets S. 14, 16, 25 and 26 of 26, of Product Evaluation Documern
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />siesta 1 ,
<br />sheets thru of 2 re
<br />2; d to Prepared by , Inc.; signed and sealed by Wafter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Drawing No. 20-175, tMed'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />P, . This
<br />TiIIIt, Jr., P.E.; dated 07/28/2020. This drawing is an integral pa04(74T, iirq,
<br />A+en1IRNlp
<br />sheets 1 tiro 18 of 18 prepared by T)Iteco, Ina; signed and sealed by Walter A.
<br />Evaluation Report. ; Zr�p A: r1t T
<br />y ti10EN49e
<br />P4 A ..... ✓
<br />\\CENSF •.�'
<br />�4
<br />Tilfit, Jr., P.E,; dated 07127/2020. This drawing Is an inte 11DiiNl it is
<br />Evaluation Report. a NF nA /�fp
<br />P.'
<br />-_ *. N0.44167 E
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<br />q,�STATE_ OF ar
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 3316(S - p4tDne: (305) 871-1530 - bye/iIaS3i�,,,5jt7NAL,µw`
<br />S to
<br />rh6.40
<br />6355 N.W.36th Street, Suite 305, Miami, �+lrJptALI531
<br />' `
<br />'NN+utnN„
<br />( )
<br />Florida 33166 - Phone: 305 871-i' AN
<br />nruHIA,HA
<br />NNH+nm,n
<br />PRECAST CONCREM� OR WOOD &DARDS BE ADAM of M
<br />CRBE
<br />OOMM WALL ANCHORS SHAL LONG VOL" TO IK WAIN SIMICIURE 8000 SUCH PAMEM
<br />1. STORM PANEL STERN CM 71K PRODUCT EYAi.UATICR DOCUMENT (ERD.) WAS DEEM VINF1Eo FOR COMPLIANCE IN
<br />ANCHORAGE SMALL BE AS MIRRORED N S.,) NO N 83).
<br />ACCORDANCE WIN THE 2010 (7IA EDITION) Or M FLORIDA BUILDING COOL
<br />(C) 1D EDSR4C WOOD URN SPECIFIC 96AM G ► A'
<br />, F MO LAWS SAL BE DETERMINED AS PER SECTION 16100E M ABOVE MENTIONED CODE
<br />FOR A WORD SPUD A6 I DOUNED BY M .RRtlS LI M WHERE111ESE SFAAnO1S WW1 SE NSTAyEQ ANp
<br />- 1/4•W TAPONI ANCHO 5, AS MANUFACTURED BY 1.7.W. SWDEI. NC.
<br />- Fi4-10 PAN STATE FEMALE 0 AND RAN4WTE PLUS AN 30M Ae WWLKACfURM EY ELCO CONSTRUCTION PRODUCTS.
<br />MR A DIRECIIGN LRY FACTOR H4.035. USING ABOE 7-14 AND SINL NOT EMCEED M YA) M µST)
<br />- 1/4 0 LAG BCF S PER N.D.S.
<br />OEM PRESSURE RKINR 44WATO ON SIMS 7 TFRU it, t4, 13. IS. ,9 t 20.
<br />- 7/to'• . S/r WOOD BUSMIC. Af OBTREUTED BY ALL POINT SCREW. SOLT a SPECIALTY 00.
<br />N ON= 10 WERIPY M ABOVE COMMON. ULTIMATE DESIGN MID LOADS Orn3um m PER ASIDE 7-16
<br />SHALL LE FIRST REDUCED TO A.&D. DESIGN WIND LOADS BY MUL114 YM INON aY 0.6 N tMOFR TO
<br />PEN
<br />C,) McRNM TNHIEJIDED PENETRATION NE WOOD OF tAPCON AIICIIOIB 9HWL WE , 1/2• AND 2' FOR FR.CO PAMELLiA7E PLUS
<br />THW-#LMALE
<br />COMPARE TH UM W/ WX. (A.&D) OESEN PRESSRE RATNGS POWER pH SLEETS 7 THOU 12. 14. 1& 1& 19 t 20.
<br />AIR TNN FEMALE ,0.
<br />N ORDER TO VEINY THAT ANMM ON THIS P.E.O. AS TESTED WERE MET DIOR STRESSED. A 33E INCREASE IN ALLOWABLE
<br />C.2) MINIMUM THREADED PONE11111 ON OF LAG SCREW. KID THE WOOD rMW UUB SAL BE MO roKAO
<br />PL"�'M'' INTO STUCCO SAALL W CONSIDERED AS PART OF THE REQUIRED TNREAOED fKNETW AN0.
<br />ID PRESS FOR MLOWS WAS WL USED N NEN ANALYS& FASIR3 SPACING To WOOD HIS SEEM DETERMINED IN
<br />EIE
<br />ACCORDANCE WITH M.O.S. 201&
<br />C.3) WOMAN EDGE DISTANCE OF LAC SL•IEUS. INTO WOOD SALL BE AS 6RIOATW N THE DMWM
<br />.. AVOWS ADEQUACY FOR IMPACT AND F00 RESBOUIIC HAS BEEN VEWM N AACCONOI4CE WITH SECWN 16" of
<br />M ABOVE MENTIONED CODE AS PER M NWAK DIOYIMM t TERM INC. REPORTS 96-569. 95-570 It 06-IM AND
<br />CA) W MM FD47WTDIi OF WOOD MMM SWL BE Vr 1/4' 020 SCRB.WS USED SHALL L SE 11/r WHO MPNRAii
<br />FE ES1bRLON 11170E LAID. INC.. IN", WU t #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAR-203.
<br />SHOULD STUCCO O06T, AND 1• M0e6M FOR WALLS WIN NO SNICCO.
<br />AMERINDARD NI TEST W Of SOUTH FLORIDA REPORT r0219A1-00, AS PER TAS 201. TAS 202 A1K7
<br />AS T=3 STANDARDS.
<br />TAR 20.1 AANOAWS.
<br />C.3) IN CAS THAT PRECAST STOW. OR PRECJBI CONCRETE PAN" STUCCO OR WOW SOARS 9E POUND ON THE OWING
<br />2, ALL AUMANW EMRUSVd 10 SE W$9 -Y9 &LOY NE YWM WA ES9 OTHERWISE NOTED). SEE SHEET 2.
<br />WALL. ANGERS BALL x LONG ENOUGH TO IEA2H I E MAIN STR CIUKE MM SUCH PANELS.
<br />A40MAGE SMALL BE AS MENTIONED N CA), C.2) ! CA)
<br />3. ALL ALUMINUM SHEXT META. USED AT CLONAM SAL HNE 3105-014 ALLOY.
<br />(0) AMCIRRS SHML SE NSTALUED FOLLOWING ALL OF THE REONRIENpMOS AND SPECr1CL71oN5 OF 7NE AMORWs &MANUFACTUML
<br />4. ALL STEEL SHEET AETAL ►AIE1.S SALL IVUE SIMILM R LM). STEEL. ASM A-0S3 ORAOE SO MNMUA4 0-60
<br />OALVANYQD 31F]O. 0lSGNAIION W/FY. S&S IWi (AFTER RNtED).
<br />& PANELS WAY NCO BE 96W1LID IDRZONENLY FOLLOOM INSTAUA11DN MAILS SHOWN ON SECIM 3 THROUGH 10 (BIERS 4
<br />IW O" 6) DOM THAT HEADERS mt® SMALL NOI BE USED.
<br />& ALL SI:REWS 70 SE STAIN ESS STEEL 304 OR 314 AIM WKS CR CORMSON RICIAM T COATED CARRIER STEEL AS PER
<br />OW 50016 W/ /O WI MO s7RENfiTN AND DD W TOME stgEMOrH At SMALL COMPLY Wf FLORIDA SU0.D9/G CODE
<br />S. R SNALL BE M RESPONSBLIY OF THE 1`AIITRAC'NR 70 vERHF(M SOUNIOIJaS OF M SiRUCiIME WERE SPUTTER B W SE
<br />SECTION 241 33.4.
<br />ATIACHED 10 NWK PROPER ANCIDRAOE THIS SHUF OL SHALL L ONLY BE ATTAC O) To CONGEEE BLOCK OR WOOD FRAME
<br />S. OOLR TO SE AM A-397 CALWURED $1E1. OR AM 304 SI]ffi STAINLESS STEM. WITH 36 1W M•6MM MELD
<br />STRENON.
<br />tO. EACH REGULAR 51 PANEL WITH LENGTHS DER E-0 IHROUO H it-4•, AS PER SCITCe S. & 9 t 10 AR ALIEW WM MA,
<br />90 t IOW ON SEE7S S, 6 t 12 IMOMCTMY. SHALL HATE A LLMNE AND READILY VISIBU TWSONG OFMUCIN6 OWNER OR
<br />7. ANCHORS TO WALL SHMIL BE AS FOLLOWS:
<br />TENANT TO FAI&S MN APPUGMLE REIFOROCMEM DURING PON= OF HURRICANE WAN"
<br />{A) TO olDMtn EGIwm COM,GM.
<br />I I. THE INSTALLATION MNERACTOR Is TO SA/MALN ALL *WIER DW OHENT EDGES WHICH ROM IN WNTIMAOUS CONTACT WITH
<br />- 1/Mil TAPCON N/C1111 I WMWACTRM BY t.T.W. KRU M, NC. (inn. fe-3192 P•.L)
<br />TINE SLALOM TO PIEV6NT IMR/RNN N7MIBICI.
<br />- 1/4. • . 7/6• CA"_AT ANCHOR& AS MAMPACIUED BY DEVWT PE. (AST. fs-3000 "•L)
<br />- 1/4'• . 31C SOUO-SR ANCHORS. AS OWM@UTW BY Al PONT SCREW. BOLT t SPECIALTY CO.
<br />12. INDICATED N INS ORM WR PLUS ANY SUIDNAND G AZONING REGU ATORS
<br />(WL re-3000 Pw1)
<br />P R POW B
<br />THE JAtMOCrON WADE
<br />- 114-hI0 ►ANDWTE FEMALE 1) t PANNWTE PLUS ANCHORS. AS MAIMFACPJ'tW BY ELCO CC/BIINIC'M PRODUCT&
<br />(MN. I. -33NE Pit)
<br />13. (•) THIS PRODUCT EYALUA DN OOCUAEW (P.E.O.) PREPARED r THIS DOAMEER is GENERIC me GOES NOT FWAK MoRArm
<br />- 1/4•0 OF TAP-ORW ANCNDRS, As MmEFAcium D BY tRU-FART CORPORATION (fe.3600 Psi)
<br />FOR A SITE SPECIFIC PROJECT: Lt. WHERE THE SRE CONDITIONS DEVIATE rK M M P.LO.
<br />A. 1) tAPD A INTO POURED CONCRETE SALL SE 1 3/4': s• FOR PANELIAR HOAILE
<br />OOMM
<br />PRODUCT of no
<br />Q) CONTRACTOR TO K RESPONSIBLE FOR " ON DO .EPXA M WM HEIIHEMOOQ NOT DEVIATE FROM TINE CONDITIONS OE INSTAIUArieN � ant DLIFE OCUMENT
<br />0 MO TE U 1 4- FOR
<br />D AD PAQYULR PLUS AND 1 ,/4' FOR )trip-OI9P MICHCB.
<br />CONSTRUCTION
<br />CONSTRR:TON SAFETY AT SITE B THE CONTRACTOR'S R 3POraeLffY.
<br />A2) CALX-N ! 10.0-SET ANCHORS SWILL BE PAO= 7/6• KID THE 0000 CONCRETE, NO EMBEDMENT INTO
<br />W THIS PRODUCT EWIL AION OOCMENT WILL BE CONSIDERED NWMA IF MODIFIED.
<br />SRICCO BALL BE PERMITTED. 1/4• 0-20 SOE•e USED SHALL SE t 11r LONG WO" SOAD 5741000 EOST,
<br />NO 1' MNMRM NOR WALLS WITH NO STUCCO. AND MAY SE HEADED SCREWS OR ALL THREADED SCAEITS W/D HAD.
<br />(d) SIC SPECIFIC POWSCI SHALL K PREPAREDP A FLORIDA REGISTERED Doom OR ANDOW WHICH WILL BECOME Be
<br />BUT WITHMini &
<br />FOR PC PINGUIECT 00 00 WILL K RESPONSIBLE FOR THE
<br />►-CDREIREFR
<br />PROPER LOW Or RECORDACfBO AS A OELEG7® ENGINEER 10 THE
<br />A3) IN CASE THAT PRECASt SNAG PRECAST CONGER PANELS. PAVERS. SIIUCCO OR WOOD BOARDS S FOUNIO ON THE
<br />P.LO. DONI , SMALL SMELT TO not LATTER THE STIE SPIDEIM DIAMONDS FOR 11111.11ON.
<br />OIST00 WALL OR FLOOR. ANCHORS SHALL BE LOW. ENOUGH TO REACH THE MAIN STRUCTURE 0000 SUCH
<br />FIVERS. ANCHORAGE SHALL SE AS MENT10NE0 IN AI) AM IN w2).
<br />(0) INS P.LO. SHNIL WAR M DATE AND CRIMINAL SEAL AND SENATU E OF THE PRaUWWL
<br />ENORNEDU SEW R,ECAIIO TMT Pww" IT.
<br />(B) t0 ,n,SIImO NriIPAFR nI„ I ASIY C-90:
<br />- i/4- 6 TAPOOH NDHORS AS NAHUfAcnaw MY I. t. A. SWDM RIC.
<br />14. SAMII[R YAIMFACHIRERS LABEL SHAIL SE LOCKED ON A READLY VRSeLE LOCAIOM AT STORM
<br />PANEL SMTtTE17 IN AIOCARONNCE MIN SECTION 1706.0.3 Or FLORIDA BALDING OGEE. ONE LANFL
<br />- i/4• • , wr 'URN -IN ANCHOR& AS W/RFALTRiD BY OEWALT NC. (MN. rp1500 ;,sJ.)
<br />ME PLACED FOR D '' LASELM E COMPLY M"' SECTION /709A.2 OF M
<br />- ,/4Y K 3f4• SOLD -SET NICEIRS, AS DWREUM BY ALL POW SCREW. BOLT A SPMAL7Y CO.
<br />FLORIDA OUEDPO COOE$HALL
<br />(MIN. fe INO P•aL)
<br />- 114-10 PMDAA7E FEMALE R AND PANFLWTE PLUS ANCHORS. AS IMNUFACI IED BY EDO (2M MIXIO 1
<br />THIS ORNa9E SMALL ONLY SE USED TO
<br />OnODUCTs (MN. re.2071 p.• I.) OBTAIN P9RMB IN 11E STATE W KONICA
<br />- 11C • CIF TAP -CIA ANGERS, AS MANUFACRRED BY TIU-FAST COWMNM N �A. T1j/•
<br />LI) MM" 94100AJrt OF TAPDON ANCHORS, MOD PNgum ES NOD OF TAP -GIMP ANCHOR. NW M • '• r rL=DA eIALD M CODE V ibrrtee
<br />BIACR UNIT S4YL SE 1 1/4-. •MDR A,•CM IMC 2D 0A9E GAWANaED STEEL 6TD161 PAIKL
<br />' �. 4 '
<br />B.2) CAUL -IN ! SOLID -SET A11pOR5 SMALL W EMBEDDED 7/I' WO THE WNC IST BLOCL MR. NO
<br />16T
<br />INTO 9AM0LI aM W 1/4' ► m USED MALL IE , //2 ttME mNMLMN
<br />�Imom Plion T10N PRODUCTS.
<br />INN no IMIL. CCO
<br />rxBT. AD r MINIMUM raR WALIs rinH ME s,tECa "Q:-eTA
<br />n. UP-1•
<br />INSTALLATION DETAILS FOR REGULAR PANELS( Ik Q
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BUCK STRUCTURES
<br />CONKER New=
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<br />(SEE SCHEDULE ON
<br />SAEM a t 9)
<br />ROTE ROIL OmLBBHE7NON OF' 9ECTIDM4
<br />TOP t BOTTOM IAgMN11NO CAN BE
<br />COMBINED M ANY WAY To SUIT ANY
<br />INSTALLATION.
<br />J IMP.
<br />EDGE
<br />L --- A
<br />COMPONENTS FOR REGULAR & UFE SAFETY STORM PANELS
<br />(SCALE 1/2-17
<br />-14.19r (TOTAL 1S.196' (I OUL 1WM)--
<br />—t2.SOD' (EFTEC'AW WEN) i I �•—-I�
<br />1 13Po' I-$ 'I'D DAM' II► INCH 13,IO'
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<br />499 o-a0 NWY. \ _ mow- AA E
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<br />© STOW PANEL � END STOWI PANEL
<br />PANELS 00 AP
<br />W% NLAMIED EDP _i
<br />MOttUM VIEW DETAIL A
<br />ROUNDED COMMER a ENDS OF PANEL'S
<br />00 UP W/ NEILED EDGE.
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<br />yAu°W¢epl°"sticL —{ .3400 WITH
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<br />No. 44167
<br />FLOINDA e1gtDIN6 CODE VOIG6
<br />ICKEL TYI. berm
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<br />MW' ie wr 9E a RWn ., 1E, 4m umm as 20 OW G&VA1NgD STM 1110RY E
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<br />2 2 TEST REPORTS•
<br />Large missile Impact food tests were performed under SSTD 12-98 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 American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03111/02 witnessed by William
<br />R. Whiner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No.
<br />0219,01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large misalle 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 Tasting 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. SCM-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. I OKMA 318, dated December 1, 2010 signed
<br />and sued by Jerry Jaciofeno. P.E. as per ASTM E-8.
<br />23. 3TRi./GTURAL ENGINEERING CALCULATIONS*
<br />On 24 Gap Galvanized Steef Stone Parcel for maximum parcel length vs. design
<br />wind loa
<br />d, 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 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 0&27113 (for this revision), signed and salad by Walter
<br />A. 11111t Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1809.1.2 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 paned 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. 20-175.
<br />24 Gage Galvanized Steel Storm Parcel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD I Standard.
<br />Ta.�4167
<br />AT F
<br />3
<br />S. INSTALLATION:
<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
<br />No. 20-175. Minimum separation to glass shalt 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 />& IIiATE_RiAL. CHARACTERISTICS AND SPECIFICATIONS•
<br />Shall be strictly In accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of IS, 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. 20.173.
<br />7. 1-11111111EATiONS AND CONDi1TONS 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 byTiteco• Inc. and signed and sealed by Walter A. Tllli. Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of it* 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 Wafer A. TdIR, Jr., P.E, (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />Z L_
<br />wgnu D:) TtLTECO ADMON RECORDS % PEWREP2ORT,20-V A' AO N P
<br />SALVANUO STEEL STORM PANEL I/0-1701 REPORT k7�.�).
<br />1/4. 2/4, 3/4. 4/4, 5/5. 7/5.
<br />iW/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, BW/11 t 7W/I1
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