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<br />PRODUCT EVAL UAT1ON REPOIrl-�0. 2041721.01 2
<br />PRODUCT LYNL[>A,1'lON RP.TASgI NO 20. .01 3
<br />F—I—DECO
<br />INc.
<br />INc.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />TEST
<br />2.2. TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />B MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly In accordance with General Notes and Components Indicated on
<br />TILLrT TESTING a ENGINEERING coMPANY
<br />- - -
<br />WAT 1'RR A- TTLTIT, IlL, P.E. tiltecor` 1.mm
<br />Y�Pb.La » .++,T
<br />2D1, 203 as per section 1826 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />WALTTiRA. TiLLJT, JR, P.E. HIL600(aroi.Coln
<br />PRODUCT EVALUATION REPORT A, PT LErwN, 44L67
<br />IILrtiL:__M.oNoeily
<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 />"`'^Lxlin%o }061It
<br />Testing, Inc., Reports # 96-689 dated 08109/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D,). drawing No. 20-175.
<br />PROQUCT 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 04116/1998 and
<br />REPORT NO.: 20-0727.02
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7..IAIMITAT1ON$ AND CONDITION8 OF U$E:
<br />DATE: July 27, 2020
<br />REPORT NO: 20-0726.01
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shatters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tutees, Inc. and signed and sealed by Walter A. Till$, Jr., P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3. _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 />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind bad and panel
<br />MANUFACTURER: Global Protection Products. LLC
<br />MANUFACTURER:
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc.,
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame
<br />48M S.W. 51 Street
<br />4800 S.W. 51 Street
<br />dated 11/03/08 and 03112/15, signed and sealed by Walter A. T(Ilit, Jr., P. E.
<br />structures.
<br />Davis, Florida 33314
<br />Davis, Flo6da33314
<br />1, PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. T11111% Jr., P.E. (System
<br />3 MISSILE IMPACT RESISTANCE
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />Product Evaluation Report prepared by Welter A. TINY , Jr.. P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Wafter A. Twilit, Jr., P.E. (System
<br />ID # 1906) to the Global Protaction Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />ID # 1908) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 020.9, Method 1 D of the Florida Department of Business and
<br />4 WIND LOADS RESISTANCE:
<br />♦[AAA"I"LII/Tiff""
<br />),� A A. Tl(� /T✓
<br />fi1G20-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, has
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas indicated on sheets S. 10, 14, 15,
<br />r �..,.. *-••,..,
<br />$Q ' JGENSF''%.
<br />- '
<br />Professional Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />and
<br />16, 19, 25 and 26 of 28 of Product Evaluation Document drawl No.
<br />�..
<br />roc. 44167
<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 />(P.E.D.),
<br />( ) ►19
<br />20.176. Maximum Anchor Spacing stied be as Indicated on sheets 8, 9, Ia. 11,
<br />�'� }- �- : 2
<br />..... -1, `- t ,_ —'A ' *
<br />�+r'�'�
<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 />14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />_;_ r' .o••, STATE OF
<br />at least equivalent to that required by the Code.
<br />drawing No. 20.175.
<br />, / a •. I FitO ,: N
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />5, INSTALLATION:
<br />k'fFSSIF �1�
<br />"fffit
<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 />1111,101H`A,
<br />a Building Code change that me aff
<br />np rigs y act its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED•
<br />2.(P.E,D.),
<br />EVALUATtON DOCU�IGAL(P.E.QJ:
<br />sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<br />drawing No. 20-176. Minimum separation to glass shall be as
<br />LL
<br />0:1 TTIILLTECO ADMON RECORDS I P. E. REPORT. 20 L 0LORAL PROTECTION PRODUCTS. LLC % GAGE
<br />rALYAN12ED STEEL STORM PANED DRW0 B 20-110 t REPORTS 20ar2B4O1
<br />2. EVIDENCE SUBMITTED:
<br />Drawing No. 2
<br />Drawing No, 26 titled are GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 6, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />21. PRODUCT VALUATION DOCUMENT ,,E.D,):
<br />of 2
<br />sheets 1 thru 26 of 26 prepared by Tifteco, Inc.; signed and sealed by Wafter A.
<br />(P.E.D.), drawing No. 20-176.
<br />Drawing No. 20.175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />Tlllit, Jr., P.E.; dated 07/2812020. This drawing Is an integral part Q1 �(�Ic
<br />sheets 1 thru 18 of 18 prepared by Tliteco, Inc,; signed and sealed by Walter A.
<br />Evaluation Report. a`'�0tEA A, 411 ,,y
<br />L�'E1,1(IIIN1gr,"
<br />aavJE`�P A T1(;/T/w,y
<br />Tlllit, Jr., P.E,; dated 07/2712020. This drawing is an into , t is
<br />,p 4
<br />Evaluation Report. 9 +' ^-.
<br />I*,,, ...:. N{/
<br />✓
<br />� F •.
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<br />a•' ,,�0
<br /># � NO 44167 '•
<br />-`��-
<br />__ >i 14 67 I
<br />_ �. �` ld �t-0167
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<br />� ' STATE OF , Q:
<br />� ' F(0R10
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<br />5 A E OF :art
<br />sr0 (ORIi)4 ,.• F
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<br />F CEF
<br />©e .F(OR lO Q;
<br />% ! - '
<br />6353 N.W. 36th Street, Suite 305, Miami, Florida 331b6-1'hune: (305) 8 71-]530 - PAr Z I 1
<br />I,; ONAL N�,�
<br />'� SHN)InILu ♦�
<br />...,r,.:
<br />fi355 N.W. 3titL Stint, Suite 305, Miami, Florida331 ti6 - Pboue: (305) fi7 r7a1J��]h4Q(3b 189'i-I531
<br />,,,
<br />GIMEM NOTM: 83) IN CASE THAT PAO:AST STONE. OR PRECAST CONCRETE PANELS, SrXO0 OR WOOD BOARDS BE FOUND ON THE
<br />ENSTM WALL ANCHORS SHALL BE LONG 04WP TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />, STORY PANEL SHORN ON TMS PROOUCT LVALWMN DOCUMENT (PED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL OF AS MENTIONED IN ALI) AND IN 6.2).
<br />ACCORDANCE WITH THE 2020 (711, CDM") OF THE FIDRM BURDING CODE (C) V p,LMb&WOG-Lwt4.32ECiI�LB614�Li.-�.II.iS..YM.L
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 16200F THE ABOVE MENTIONED COOS. - 1/4'6 TAPCON ANCHORS, AS VAMOF'ALTINED BY IT BUILDCA. UPC
<br />FOR A WIND SPEED AS RCOIARCD BY THE JURISIXTION WHERE THESE SHUTTERS WILL BE INSTALIED ANO - /14-10 PANOAATE FEMALE 0 AND PAELMATr PLUS ANCHORS. AS MANUFACTURED BY LEGO CONSTRUCTION PRODUCTS
<br />PM A DIRECTONAIAYFAiCTOR Ua-O.te.U51NC ASCE 7-16 AND SHtl1 NOT EXCEED ME MAXIMUM (A.S.D) - 1/4'P LAG SCREWS PER NQS.
<br />OESICN PRESSURE RATINGS INDICATED ON 1HEETS 7 THRU 12. 14, 15. 16, 19 a 70 1 7/16•0 r S/a• WOOD B115HMr, AS OSTROU'fED BY ALL POINT SLIP", BU1.T IF, SPECIALTY CO
<br />IN ORDER TO VERIFY ,HE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PEA AeCE 7-le C I) MINIMUM THREADED PEINURAIKM INTO WOOD OF TAPCON ANCHORS SHALL OE I 1/7' AND 2' FOR ELCO PATELMATE PLUS
<br />SHALL RE FIRST REDUCED 70 A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 IT IN ORDER 10
<br />COMPARE THESE W/ MAX (A.S,O) OESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 tWU t2. ta, 15, 16. 19 A 20 AND PMiF],YN.0 FEMALE II
<br />IN ORDER 7O VERIFY 11A7 ANCHORS ON THIS PED. AS TESTED WERE NOT OVER STRESSED. A 339 INCREASE M ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME LAW SHALL BE ' 1/7. NO "EADED
<br />PENETRATION INTO STUCCO SHIA- 0E CONSIDERED AS PAT, OF THE REQUIRED THREADED PENETRATION.
<br />STRESS Top WINO LOADS WAS MM USED IN THEIR ANALYSIS. FASTE,IM SPACING to WOOD PAS BEEN DE1ERERAIE'0 IN
<br />ACCORDANCE WITH N.D.S. 7018, C 3) MINIMUM EODE DISTANCE Of LAG SCREWS, INTO WORD SMALL BE AS RNDICATEO IN THIS DRAWING
<br />STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERdPEC IN ACCORDANCE wIH SECTION me O
<br />L.4j MINaa,al a HOOD BUSHING 4tlAl1 BE 5/0' I/a' 1-20 SCREWS USED 9NN2 BE 1 1 7 LONG AMHYYIIY
<br />THE ABOVE MENTIONED CODE AS PER MRBeCANE 046IMMUNC • TESTING INC REPORTS 96-569. 95-510 a 116-730 Am D SHALL1/ /
<br />SHOULD SNCCO IXfST. ARID BUSYING WALLS WITH STUCCO.
<br />FEMSTRATTON TESTING LOS INC.. RpORTS I2032 • 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203FOR
<br />AS WELL AMERICNDARD VA TEST LAB O SOUTH FLORIDA REPORT I0219.01-00, AS PER ,AS 241• TAS 207 AID
<br />STANDARDS. CS) IN CASE THAT PRECAST STOFE. OR PRECAST CONCRETE PANELS. STUCCO OR wDOD BOARDS BE F'o11N0 ON THE EXISTING
<br />TAS 70H SIANOARDS. WALL. ANCHORS SHALL BE LONG ENOUGH to BEACH THE WIN STRUCTURE BEHIND SUCH PANELS
<br />2 A" ALUMINUM EXTRUSIONS TO BE W63-11I Ad-LOY AND TEMPER. (UNLSSS OTHER«st NOTED). SEE 91M 2 ANCHORAGE SHALL BE AS AE,ifIDI/ED IN c.I), c.t) • c a)
<br />L ALL PLUMP" SHEET METAL USED AT CLOSURES SHALL HAVE 31 O,-H 14 ALLCY. (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL Or THE REOOMMFNDATTON6 AIP SPECIFICATIONS O THE ANCMOR'S MANUFACTURER
<br />F ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTN A-e33 CRAOE SO MINIMUM, G-BID a PANELS MAY N50 BE INSTALLEDfO1WZ(MTALLY rOLLOWIN6 INSTALLATION DETAILS SI/OWN ON SECTION3 Gr, 10 (SHEETS a
<br />cALVAN12ED STEEL oEVGINnnoN W/fY- S6 5 41 (AMR ROLLED)
<br />TIMOJ04 6) EXCEPT THAI HEADERS m • (3) SHALL Not BE USED
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 ASI SERE'S OR CORROSION RESISTANT. COATED CARBON STEEL AS PER 9 IT SHALL BE THE RESPONSIBILITY OF TALC OWNTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER Is to BE
<br />LPN 5mia W/ bO WH YIELD STRENGTH AND 90 AM TENSILE STROIGFH A SHALL COMPLY W/ FLORIDA OLIADNC COOL
<br />ATTACKED TO NSURC PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY OF ATTACHED TO CONCRETE BLOCK OR WOW HUGE
<br />SECTION 241 t 3.3.4 BUILDINGS.
<br />r BOLTS TO BE ASTM A-301 CALVA112ED STEEL. OR AISI 304 SERIES SIARQFSS STEEL, WITH 36 NM MINIMUM ••NEED
<br />STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-a IMPHOWN4 12' �', AS PER SECTIONS 6, 0. e a to AND ALTERNATIVES aW.
<br />I ANCIAOtS TO WALL SHALE BE AS FOLLOWS9W a IDR ON SHEETS a, 6 At 12 AESPECTIVELt; SHALL HAVE A LEC0LE AID REANLY M iltr NARKING INSTRUCTING DRIER OR
<br />TENANT t0 SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS Or HURRICANE WARMW
<br />(A) 10_LN53I01G POURED QWcAn 11 THE IWALLATON CONIRACIOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WMICK REMAIN IN CONTINUOUS CONTACT WITH,
<br />- ,/a•0 /APCO1 ANOIp1R5 AS IMNUF ACTUATED BY I T.W 11PULDEX, NC. (RIM V -3192 P.,) THE BUILDING TO PREVENT RIND/RUIN MTRU*.ION.
<br />- 1/4' • . 7/6' CAD! -IN ANCHORS. AS WNUF'ACIURED BY DEMMLT INC. (MN. Fr-3000 P.F.I.)
<br />N SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/.-. F 3/4. SOUD-SET ANCHORS. AS DISTRIBUTED BY NS PLANT SCREW, BOLT • SPECULTY CO 12 STORM PANEL INSTALMTOION
<br />E ) (I" F000 P.LI.) PROWLED al THE JURISDICTION ROPER[ PERMIT IS APPIAID TO
<br />FEMALE 0 a YANELAiE PLUS ANCT10R5, AS MANUFACTURED BY f1C0 CDKS7RLCTKN PE001RLTS 13 (A) THIS PRODUCT EVALUATION DOCUMENT (P.FO) PREPARED BY THIS EtNpEN hCER IS GENERIC AND DOES NOT PRORUL WOFMADON
<br />- /14-IO ►A33M
<br />PE
<br />(MIN. 1'c-3360 PUPA.,) FOR A SITE SPECIFIC PROJECT, 1I WK K THE NTE CONDITIONS DEWOF FROM THE PE.D
<br />- t/H'P CF TAP -OAP ANCHORS. AS MARUFACIIAPED BY !W-rAST CORPOMTM2N (r'a-3600 PC,)
<br />A1) WADY EMBEDMENT OF TAPCON ANCIIDRS WHO POUTED CONCRCTE SHALL BE 1 3/4•, 2• FOR PAHELMATE FEMALE (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SRECIIOK. PURCHASE AND INSTALLATION INCLUDING LIFE SALT' OF THIS PRODUCT
<br />BASED ON THIS PE.D. PROVIDEDD HE/5E DOO NOT OEVMTE FROM THE CONDITIONS OETAKED ON THIS DOCUMENT
<br />0 AND PANENAATE PLUS AND 1 1/4- FOR CIFTM-OIIP MX140P5 CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S IESPONSMITY
<br />A2) CALK -IN • SOIJI ANCHORS SNAIL BE EMBEDDED 7/8' INTO THE POURED CONCRETE. NO LGBEDMM INTO (c) THIS PRODUCT EVALLMAITOA DOCUMENT WILL BE CONSIDERED NVAD N MODIFIED.
<br />STIIO('O SMALL BE POPINTIED 1/4' I-20 SCREWS USED SHALL BE 1 1/2' LONG MNYLOA SHOULD STUCCO EXIST.
<br />ND I' MINIMUM FOR WALLS WITH HO STUCCO. AD MAY fir HEADED SETEIRS 00 ALL THREADED SCREWS W/O HCAL). (AI STTE SPOCIC INOIECTS STALL BE PREPARED BY A FLORIDA REGISTERED ENCAIFEP ON ARCHITECT WHICH RILL BECOME THE
<br />OUT WITH WING NUTS ENON40A OF RECORD (E OR) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />THEOr
<br />E0. THE
<br />OF FFER
<br />PPROPEA ENGINEER, THE SITE SPECIFIC OPAWINOS FORt"GI"tO1WF`AIWTO
<br />A J) IN CAA STON ItOTHE OR WI BOARDS ON M4 SUBMITOTO rMISS LAMM
<br />THAT FOR
<br />ORS.RE
<br />ASTSHALL
<br />CONCRETELONG
<br />PANAIS,OUG
<br />W FLOOR, T H A TR U SUCH
<br />ANCHORS ENNl BE (.ONO ENOUGH T- REACH THE GRIN STRICTURE BENND SVCN
<br />C ORS
<br />WALL RA E SHALL
<br />PANE15 ANCHORAGE SIALt BE AS MENTIONED M A1) AND M A.2) (0) NPHWLL ED SREAR THE OAR AND OgIOINAI SEAL AID SIGNATURE OF ME PROFESSIONAL
<br />PANELS
<br />ENGINEER OF aEC0110 THAT PREPARED IT.
<br />is) ID 1XMTM OFT AOLV W&l IAAN_r__99
<br />- 1/4' • TARPON ANCHORS AS MANUFACTURED 10 I. 7 0 BUILD". INC. 11 S UBFA SMALL BE IOGIEp ON A LORDLY NSIaE LOCATION LABEL
<br />PANEL S TIER IN ACCORDANCE WITH SECTION 1700A.] OF FLORIDA BUILDING, CODE OF LABEL
<br />E
<br />- ,/A- • , 7/0' CYLN-IN ANCHOIIS. AS BAr1UFACTUPEO M DCWALT INC (MIN ec-1500 I.A.,) SIMI BE I SHUTTU IN ED OR EVERY
<br />CYERY OPENING ISIBEUNG TO COMPLY WITH SECTION 17099.2 OF THE
<br />- 1/4.1 X 3/4' SOW -SET ANCHORS. AS DWlq$VTW BY ALL PONT SCREW, BOLT a SPECIALTY CO FLORIDA BWLPLOM COW
<br />(MIN, t.c Ili 0 P I)
<br />. 014-10 PANELMATE FEMME IO AND PANELWTE PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTI LICTON MIS ORAaANO SNAAL. ONLY BE VRUp 1p R
<br />PROOWL'IS (ANN. FF-2071 ,,I) "00"4N WAR PERMNS IN TOE STATE OF FLORIDA
<br />I/1' • O- TM-GIBP ANCHORS. AS GANUFA,C RINFU eY 11D-FAST CORPORAtIOI ,�I 51ik A„7/(
<br />BA) MINIMUM EABEOMEW a TAPCON ANCHORS. LEGO PANELAMTE5 AND OF TAP -GRIP ANCHOR. INTO THE :'• C FLORIDA BUILDING CODE (Nigh V•Ioei Nu come Zone)
<br />V
<br />OLOC. UNIT SfHALL BE I I/O
<br />'' No. 4 187 •'_ = -am Ia1Lca IRE 20 GAGE CALVA04ZED STEEL STORM PANEL �,•,R,, a,.
<br />9.2) CALK -IN a SOUR-SFT ANC SHALL BE EMBEDUEO 7/4• INTO THE CONCRETE BLOCK UNIT No s
<br />B
<br />INTO STUCCO SALT. INC PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOW GO - AT—>
<br />r. I GLOBAL PROTECTION PRODUCTS. tJ C. o. R
<br />rim?, AND I • BIIAWM FOR WALLS w TH NO sNcco"Ides
<br />IL ECOInt.
<br />sTA M - - - VITRO"
<br />/OR D/ MBA a r _Ilan .,; nlac r_=rr5ft, FUI t9rHr •m 20-176
<br />FE ar Fn .m
<br />Fss
<br />•• •. . . ...•'
<br />M Xae", RRI
<br />r�r .I... COMMON M.
<br />E tAR/AR aARAATunM.IE r
<br />/„BONA as 1 n»
<br />INSTALLATION DETAILS FOR REGULAR PANELS a A CIA
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLACK STRUCTURES mmm ion A"'i°"6oa
<br />COMDEW ANDCSCHEDULE ON - 1A,las r 714p1aM ry
<br />COPIOE,E ANOOIR slam II I ?HvO1a.. e) - CC) - CaNO�E ANOIGa ::
<br />Cox x:-_
<br />ON �_-1 % (M SPIRPR[ a �� �-@4 CONCp(t lE RE=01 - \%
<br />1ltlan y 11 EmTBNG rDXAED - N , San B TNNw1oI 9) c.. �\ oa,p•TA�> rs_) lIO1KREa REOIIeED �' 1 :. , -•T 1' IM,..-. -11 • Mw. - 7ti/uJJ /Tf-E--\ ,J1' ,/4. '.� '' ::\2� - \'• .r.. - EE_ III/,/V•1r.. .• �Lrrs EE-- I/x' i ac\ I TVm. _._) I --__-tip•. `� ft- I 'EP 1 S J�
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<br />1 , NR:: 1 N N.w CONCR[i[ REOUREOI �- _) ,\ ® ,I
<br />1 ; 4Y 1A]IRIAi I d ., 1 raw pia • 1 c'm SPUD 0 4
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<br />1 I 1VVN TRa • 9 \ 1 /r �� 6 A fw. rKlo••
<br />EXGYAA EXISTING POURED
<br />POURED E D - ,. I 12 1q' PC r ; tT 1/2• at •A EGO E OOID ED \. I CONCRETE op [ D P` ; 2 ,/r -
<br />I
<br />OCCURRED
<br />COMORM OR t ) I"OIICRETF op
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<br />- -- CONCRETE BLOCK i I age pW • - - -- ,
<br />H .Y I .-, .. REOMR(D. �' ,/r 11EM111ED
<br />a»• 1 CX61MG POLOM Y v �,P /�:_.,• M111.1f�/ y/�:'�) L,��T�1
<br />1RAOOMD W/ STUD +`- ./ ( T4N_ w O WIICIER AIIGIWRS �J/---E D. `• 9R Nao,MO OdDEW N1CNIaE \ '.-(a 1 MR�� y Mi~ V
<br />7 IN.., Pa euanl[ ob (IQ SCHEDU E ON N\ r.Y .1 • . 0.0 DarrAsod AR tl. T .A9
<br />(W SCHEDULE ON pain 9 ,tl.: 9) \ 04MM a TFIRDIpN 1) �n a HaH-` :� low a • C
<br />awls a too" 9) Q
<br />9C11i 3/B-1• 9L•ALE 1 STALE 3/4- I'
<br />r' - -. - - T -- - -
<br />( B E.D. - mDE DISTANCE
<br />(SEE SCHEDULE ON
<br />- l"", "A'�waI i 1 I i s+HECTS e a e)
<br />A W
<br />I
<br />I i .
<br />I i A= MITE FOR C1]IIB111ATIOtt CF s►�-rrMwS:
<br />13 >R oi• TOP a BOTTOM MOUNTINGS CAN BE
<br />,W I '' '`� p""�� ICOMMBD�NEDIIN ANY WAY To SUIT ANY
<br />r -
<br />EXISTING ►DYED 3/4 W _ . FLORIDA BUILDING C00 (Nigh velocityNurrlaan9
<br />RrAL" Dt _ QpRa_E_O `, #R • * £ -@M lCT[OL TIE. 2G GAD[ GALVANIZED STEEL STORM PANELFJ
<br />Estate a naaaNO� OP � 90'•. �� �- • * is �,- =1 IiLOBAL PROTECTION PRODUCTS. U.C. W/* ;
<br />CEILING AMR ft" WOUNTINWO PFSS ORID -.: IL E C O INN . •am 10. 5, SIM
<br />a DAME, r1�L U314
<br />/ lif 4l E 2Xyzii W r a tar IL a,a reoNL (95•)ea-2549, A W4),w ENT 20-
<br />,r. P.-N! A►, Pm NH-HF AI,Arl1 BfJAi 3/M uALAvouTIYE/0AE Ol-Niw,NR097Is N+
<br />COMPONENTS FOR REGULAR 8t LIFE SAFETY STORM PANELS
<br />(SEJIL.E 1/2-I-)
<br />- __-- - -- .. 15.1901 (TOTAL WON).-_ .._. . - -.- ... .... ...- .ib 1"' (TOTAL WIDTH)_ I
<br />-___..- _ 12.500' (EFFECTIVE WIDTH) _ .. .. _ .- ---._....... - _._-
<br />6 T/4' -. _. ___- _..-.___.
<br />.._. _._.. - -. s.250"10
<br />I rl SSRUaa 1. .- 1. �Y.S00• ."♦,.SOOT
<br />-, ' _
<br />ISW "AN. TNCK
<br />CEO
<br />< aALMvaEm STEEL
<br />,
<br />�, ', � DMA[-00
<br />HEDGE
<br />�.
<br />i a.esr GLLV. EDC,E '-r'
<br />I // / I 2.657• a�NIZED EFE[l
<br />2.a ., % T TYP � AM A -Bea � 2. 27 i' TY9.
<br />.4.i.,
<br />HEWED GRADE 30 LAIMIUY OrrAL &I .I,EAtNED �� �T
<br />I 7 1_-
<br />- ETXJE 0- W "I V. EDGF , •0 Q
<br />IgrAL A Md LaLTAII A ,.
<br />1 ...�
<br />- 1.SDO• i I--1. - .. ... .. _ .. - - ... _1
<br />- ._._0.23D•...___ -_.-__-_-1.".
<br />© STORM PANEL © END STORY PANEL
<br />2.1er- - —L
<br />VA Aa G071/P i" i .125' 1/4Y-m. V/ -IIa .t25•
<br />W/ AEwca fDCE. - 1.2150' .100' _ - - -790' I' Ja tKREi Yo4 WOtl/5
<br />CL I .,n 1 ro A ai Ri"E m ro. �rcna .75D I t
<br />ANA
<br />�/�o.Da' ,1� 11 12 1/r as ,a 1/2• o.c.
<br />.09]• 1
<br />3.375' , eoD• 1 So0•
<br />R eaa /° 1 00 44I%:
<br />6150'\ t. t 5' .t193' + ORAA I T11 I. 17%�. 1
<br />A 375'
<br />i
<br />11_..-
<br />373 I,26'�0
<br />)!;Md�
<br />- 5• Ym. ... .- .-.--_I.Soo'...l.-.l.,j
<br />I !3) -,2r\
<br />ISOMETRIC VIEW D//`� ET�A �-._2..-- f 2.000' -
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />END LIP wHEMMED EDGE.
<br />O �• HEADER (�) "U• HEAD R (�) am" (4ANGLE WITH STUa
<br />(N.T.S)
<br />REVERSE STUD
<br />i ---I AWesa
<br />_J /1 & 1
<br />I2/14 n
<br />ryI 374 ! 4'
<br />I 1_-1•.. M P'VELt� 100 ',' �• .,&&y - 1 =to' _j •-/.Y-20. Sa SOIIQ1. t _._N _) • Ir :1.f 1 ',2S'
<br />.407•t.Oe3' J75• J S. STIID RIFTED TO
<br />' 625') T._ _ _ . rA P )(_ �fi .e6C-_`MO• ( - AMU • 12 1/7' oC
<br />1.671' i.e7, 1// 6�l.. _l_ Je0' I m 1.". '•0e2• fl�
<br />IS00' 1.
<br />4!,
<br />yy//Ir , MOM[ NOr ,083E I
<br />1 015•',LK:LOCATION AT -.VDT- I 1.
<br />1 ,
<br />1 770'CAW
<br />,M, I_ 1
<br />_.( ._ . -
<br />PANEL FA DI AP f -nth .' -I
<br />_ 2.000' OB4-
<br />7.000' O KEY HOLE WASHER .e25:„ - -' . ".)
<br />-.00.1• © WF• .TRACK ANGLE ® ,ale 'F• TRACK ® FLAT PLATED
<br />0.0m, (WAIT) - 094' WITH STUD
<br />GLYANM STEEL - .N4-► LHLERN+
<br />M. 1ST 40Na - - -. , �� A: nWr
<br />( lr CENS . `�
<br />.376'r Se'� .e7b•.
<br />-
<br />_ ( N -- y * .. * : * FLORIDA BUILDING CODE (High VelocityNurrirnns Zon•
<br />1Mrr
<br />11 OBD- _, - Y __ WNa tan aT7 a * STATE aam9 W2aca Add. 20 GAGE GALVANIZED STEEL STORK PANEL rP
<br />.. •YH0, 125--.te75' 'P'• DIw10P
<br />® KEY HOLE OAS: • . 0 - ' ► `— HD/r/aa
<br />_-_ ao6o -- DETAIL 1 -- c PROTECTION PRODUCTS, I.L.C. DBE.
<br />IR"i' AT PANEL i, I _ � IL E C O
<br />IaN .GLOBAL
<br />.em LIT. 5, t 91,6T
<br />B 2 X7 X 4 ALTOMTh4Y. Wet 1M Mn r/an �`Va I._LFi 1�P �-v W_ W�a a W N OM (w19w,W e, ra f/6.Mb►IN2 I. 20-176
<br />M101OUTM WASKM W/ ADDITIONAL w'a.. PFR - . N, . LNe m-HMI
<br />INANi Nr
<br />• 7/tY.7/32' WDIDI (1WM1ESS p-aoOTU
<br />STEEL, 6R PRICE PLAYED STEW. E WOa/RaanAE/OArs WAR, A t11NJE A. It 7HIm H Nl a
<br />I
<br />INSTALLATION DETAILS FOR REGULAR PANELS(b & 1�I END QDWO IXTNLS FOR IhISTAL1A110N IN PW O OONCME
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRI. QQN= SOCK OR V=
<br />Qp1UIa1�AI art PANnMATE Few. n _ VIWD FOR IMMAR.. LIFE SAFETY MO E Z NANG S ITEM PAIL SMIN
<br />RMELATE PLIE OE CF W-p (SEC It.rH1Ca j Do ' W,s"rI Y W
<br />` SE1®U, O, REET a e 9) Lem a nooLm1 9) r* I*—,
<br />"'*. '■\
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<br />ill-
<br />t'I �! j O aK ® r i--11O's
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<br />I I 1 rF.1.• , r- eHLN r
<br />,: `'. kl \ I of IwcRtTE W . ; i r _. N rAr -1 ,� "f' i-I
<br />I 10, CONCRETE BLOCK t I 1 +.r .� r ... 3
<br />..! I E REWIRED. ; , E - =--,
<br />I I 1 - -
<br />I t CASE A PLAN: CI)W i•'aR"D • • ar W ...
<br />•t�,P, �
<br />X_. L. I. .,. ^ _.,. , _.' 1. SCALE S/16.T• r/Ar«I
<br />:4
<br />I 6/]� ,.-.- A, Yi i -- I �!L CASE R fPIAN)
<br />1 LI Ly{L■�)L ,I � r/ tart • PF i -.P--,, 01
<br />O-IE--.1 L 4HV L'I I ���-..aM„r SCALNL•�ST/••16-t'
<br />�f. .., WTaN . INN, L—DWI IaI'iI"'COOYIAeaIa. I , Ii W �'� �,aMA«'-1.- ..N,. A'�IAII'. P I
<br />I -Cl) it '
<br />, ro Iftn wa - ;L!I v � `✓ t �IT.FW ,FF N.e.s �"® NA
<br />r..•. NO,
<br />r.r. Far ♦ In• -
<br />I I I T I _`NRN«
<br />1 I 1 fr .as.�i,F '� '��'
<br />4'i%:.1 I I 1 • IT try a j -� >. J
<br />aconcKk am "" i � FxEtwc POURED E D w- I race C /f�P INCOUWH "Eh")
<br />I CONCRETE (A _- - - )
<br />" REQUIRED ;11 / - -- r/ IA. 2Y ffipw,p�yAW.�r ANpP1fa
<br />FEAT i AN0 r,IMAA4rt ;' ..L __ __._ _. 1 ( 1 N.--, -- .Re MR •/ W�I NW a...MAOaMI �" ,..I rrA
<br />«
<br />P" on a TAP -OW CONCRETE A CH ORS -. _. is 4� •-T w- \ , , \ . �::. a r"i�S
<br />(m SG1[OUE G» - - - - l
<br />a for
<br />a ' I, ONmsmitp SN67/ a THROUGH ., BUILD",l.Ma I mm ��I�EEyy
<br />SECTION Z
<br />SCAEF 3/6-1 SCALE 3/bl- "-"'� Ham'•, Ep ONDPAP t' - to, . F o„ „a,
<br />,w W=„AMMi W
<br />_EDGE aF OU"'"O rM MP .NI AR• ANON
<br />Iw • NEw 1• WIDE . NANES N ,/9' E0. -EDGE DISTANCE T a
<br />714CK ALUM. TUBE OR I• . (SEE SCHEDULE ON © O EASE F (PLAN)
<br />- . _ � � Co/ P T WOOS PUTS SPAM :' SHEETS 6 a B) - SCALE 3/,a-1-
<br />-* NEW " WIDE. VARIES , I/11- , .O NOh FOR CDMBA.INATIdi ELF arCi10NS:
<br />ALUM. TUBE O1 1' . VARCS
<br />(- P T WOOD PLATE SPACER i TOP a BOTTOM MOUNTINGS CAN !K
<br />e[tRND tAMHt 1 COMBINED IN ANY WAY TO S(A1 ANY CASE E fPLANI
<br />I INSTA11AnON. gnat 3/,6-r
<br />HI - - (YQn B TMDUCH 1)� , I CarA.
<br />L_ - e. iLalmr CJ / �}.
<br />IaA1TND PP`- •••••• ✓ FLORIDA BUILDING CODE N) h Veto Hurricane
<br />.---EPL,Et[ Nr,+IIe-+__ cOHCRETE OR ...y 4--.9 Im+K R v. �L:'• E
<br />A,R tl*W` 10 R
<br />� ,WeaAE , i1 uP� RCoAcAM [ KOLK I.1gY1 RI a= H« 14167 •: _ WLet� � 2D RAKE GALVANIZE STEEL STORY PANEL 0,
<br />a Wa ...) 11
<br />f
<br />16 SECTION X-X * ; * s C - „�
<br />SCALE 3/B.r -� LOBAL PROTECTION PRODUCTS, LLC DF
<br />DETAIL FOR SPACERS REOUIRED AT TOP Oft �' S
<br />o... ► If j IL ECOFaE. ILK& ffta
<br />BOTTOM TRACKS ADJACENT TO STUCC10,10MO BANDS ��E.'�_, AI.• -,. "". ,. .MIT r�MF-LRaI. nwnr Da)w Tw. rwr (r.)ae+797 2O-
<br />FR01DVCJFICYAI.I7AnQNRMCQJkT NO, 10.8727A2 2
<br />9=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 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, RE. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largesepada, 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. 1123.01-10, dated November 23, 2010, signed and sealed by Juno E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Teat as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jac'lofarl P.E. as per ASTM E-8.
<br />2.3 STRUCTURALENGiNEERING CALCULATIONS:
<br />On 24 Gape 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 1604 of the Florida Building Code. Calculations prepared by Tlltsoo,
<br />I no., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Wafter
<br />A. Tlllit, 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, It 1, 13 thru 18
<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 storm shutter assembly, as per SSTD 12-99 Standard.
<br />�RyNlllll I
<br />\CENSF :;��
<br />-4—: `J1s7 ;*
<br />/ar(OR10A, ����aa`"
<br />NhpS1jONoll IAII00 ALXe
<br />PROF11017 RV r, )ATION RXeDBT110. 2D-B727,02 3
<br />5. INSTALLATION:
<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, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />6, MATERIALGHARACTERISTICS 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 />20.176.
<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
<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 Tlfteco, Inc. and signed and sealed by Walter A. Tllltl, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 10202 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. Tit lit, Jr., P,E. (Florida License
<br />No. 44167), President of TIfteco, Inc. (Florida CA-0006719).
<br />WATLLL
<br />Drl TILTECO ADMON RECORDS I? E. REPORT.20 A
<br />GALVANIZED STEFL STORM PANEL A DRWO P 20-1761 RI
<br />1/4. 2/4, 3/4. 4/4. 5/5. 7/5.
<br />iW/10, 2W/10, 3W/10, 4W/10,
<br />5W/10, SW/11 It 7W/11
<br />6/5
<br />3' IAX
<br />ATNCHORS: POR CONCRETE BEE SCHEDULE ON SHEETS 6 a_ A
<br />VAX-
<br />'- I' YIN T _ _.- _..
<br />.... - _ _
<br />FOR WOOD SEE SECTIONS OR SHEM 10 a I 1 --..
<br />-____r
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<br />i
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<br />�, I l I II I1��
<br />' I (BOLTED PANELS W/ 1/40-2O.1'
<br />UNBOL1Ep PRAM
<br />�LIGBU.J ,5 i 110t Y.Y. BOLT W/ OVERLAP
<br />. 3/Ja' _
<br />I(SEE NIEC O E/L OkPPUC
<br />(sLE sEcnoNs AS MPLLCABIE)
<br />- I _I i_.1, I I. 1_1 - -_i ,1_I t I I LI
<br />� FI-] --; I
<br />.0
<br />I
<br />i Ii
<br />D.M.,©.( 0®& _ ._ _._ o _ 1, .,.__1___ __ _..IB� _ __ o __ a __,__
<br />I. trAX - 1/4, 2/4. 3/4, 4/4, 5/5, 7/5,
<br />"" IW/10, 2W/10. 3W/10, 4W/10,
<br />5W/10, eW/11 IT 7W/11
<br />- __- -... ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS • A 0-.
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 a 11
<br />REGULAR STORM PANELS nJ & RDA ELEVATION
<br />N T.i
<br />,/4,
<br />AIM GAP
<br />2.47'
<br />(+MN O~ -1 WHOLE VNAEY)
<br />V 3/
<br />3' HAI
<br />1• NMI
<br />► 6/5
<br />1/4- MarCAP
<br />N..- ..,...,
<br />3 ....
<br />•, -.
<br />EN ''_. FLORIDA BUILDING CODE (High VelocityHurricon• Zone
<br />:' N
<br />*:
<br />C
<br />44167 ':
<br />C-� •*
<br />ATEGt4,'°�}
<br />Y♦ _.. _ f
<br />Da(is 1eRtu
<br />°�i011/6° W.
<br />IL EAF COIae
<br />20 GAGE GALVANIZED STEEL STORM PAWL
<br />ON IN •F.
<br />L PROTECTION PRODUCTS, ILC.
<br />nm Er. a, smET
<br />n� (W)M-_-an
<br />"`a°°
<br />07/CAN
<br />O"A""—
<br />20-176
<br />N,:.YW'o_. 0 'LAo a.'I
<br />-- =_OwA,�F7"k
<br />INSTALLATION DEIAiLs FOR REGULAR PANELS i`t? IIlr CIA
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />NNC4IOR5- FOR CONOEIE 1FE 1CIIEOULC ON StECT B
<br />_ _ - _-
<br />RCD COIICREiE _ PQLIIRO CONCRCT[ _ D WNCRET[ PDR rOOD SCE SCCYONS ON 3tEEY t2
<br />teaNcn[T[
<br />n=6"S" -11 . m"'
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<br />Or 1 I� I MAX of r r wA.
<br />.'.`, _,. .-..'., % MAK _ IIIO1ol6: FOR CONCRETE SEE SCHEDULE ON SHEET e-..-- - - - -
<br />1 11AN
<br />1
<br />/rr.,/�' �''' j 1, 3 FOR 'EDOC SEE SECTIONS ON SHEET 12
<br />1.Ef
<br />A E - E� i REGULAR STORY PANELS n a' Q ELEVATION
<br />,
<br />r„ I- os'IF I i
<br />T I 1_ _ 1 t l 300' 7 P
<br />-1 t <,
<br />..47 _)„4• . ,__ 1 (,aE IHRR- 1 RfID1E IaLEY1
<br />�� ,//4'e-20r3/a' ON tHLT
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