|
EC0
<br />YRUWCIJLVALUAlLUN2EEDk3jYU-2QnU72A 2
<br />24E?ODUCT EV A!.UATION FPO R'r TYO. 20 e.Bt
<br />L
<br />L INc-
<br />1 1 1 ECa Nr+c-
<br />TILLIT TESTING S ENGINEERING COMPANY
<br />2.2-MTRI!PORTS:
<br />D. MATERIAL CHARACTERISTICS AND -SPECIFICATIONS
<br />TILLIT TESTING s ENGINEERING COMPANY
<br />--
<br />WAT Till A. T7LLIT, JR., P.E. .COtiltecD�alaalm
<br />NL P,tl. LLPwMa. A, N41Ti
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as r section 1626 of the Florida BuildingCode. Uniform static loads
<br />pe
<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 R E,D. , drawing
<br />( ) 8
<br />- -- - ' --- -- ----
<br />WALTERA. TILLIT, M, r.E. tiltelXx aol.CDut
<br />m.,r LINwr Na 4µ6T
<br />PROD�,ZC'T'EVALUATION,]'�p+I�T
<br />PL C.A L.L.I. Nu. nO4671 v
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall bs as Indicated on sheets 1, 7 and 21 of
<br />LLC,n.Uaoro via. 5OO6]I9
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #9&570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20.176.
<br />PRQDUCT EVALUATION REPORT
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20.OT27.02
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7..LIMITAT10N3 AND�Q(IjQ(TJQ[ij$QF USE:
<br />DATE: July 27, 2020
<br />REPORT NO.: 20.OT28.01
<br />0219.01-09, dated March 4, 2009, signed and seated 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. PCM-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: Shutters
<br />signed and sealed by Frank Grate. P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />21-PRUCTURAL ENGINEF.,[tIALO.CAI CMLAIlOft
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<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 load and panel
<br />MANUFACTURER: 01011"rafta lonLP_tuduch,A.LL.0
<br />MANUFACTURER: Goal Pretedw Prmwda LLC,
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />4800 S.W. 51 Street
<br />4800 S.W. 61 Street
<br />section 1616 of the Florida Building Code. Calculattons prepared by Tilteco, Inc.,
<br />wood "me structures.
<br />Davis, Florida 33314
<br />Davie, Floride33314
<br />dated 11/03/08 and 03112/15• signed and sealed by Walter A. Tillit, Jr., P. E.
<br />1. PURPOSE OF EVALUATION;
<br />I MISSILE IMPACT RESISTANCE.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wavier A. 711111 , Jr., 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 Tilteco, Inc. (Florida CA-0008719).
<br />This is a Product Evaluation Report Issued by Walter A. Tilllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 020-3, Method 1 D of the Florida Department of Business and
<br />g, yylyp LOADS RRR $ISTANCE:
<br />aL1p111NRNR1i,hY
<br />e`01,E? A. V7 o 4v,,
<br />•'
<br />61020.3, Method 10 of the Florida Department of Business end
<br />Profsssfanal Regulation.
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Q,.• ✓
<br />�, .. 'CENSF.....
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15,
<br />16. 19. 25 26 26 Product Evaluation
<br />---
<br />qqt g7 S
<br />'
<br />This product la losing issued an Evaluation Report as described herein, and has
<br />been verified tar tbmpllance In accordance with the 2020 Seventh Edttlon of the
<br />and of of Document (P.E.D.), drawing No.
<br />1� ` ----31 -�
<br />•- - .- . " .-�-- c 7k
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Coda, and to verify that the product (s for the purpose Intended
<br />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />"/�l`* '., STATE OF
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at legal 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 />_.', �" ,
<br />at least equivalent to that required by the Code.
<br />drawing No, 20.170.
<br />Ac I. ,,tOAtDN
<br />Sjp"......
<br />This Product Evaluation Report in
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />ep bJ
<br />;t4.litiSTALLATION;
<br />K`% � A
<br />Y'FFNNrNAwit`"",
<br />shall be sub)ect to review and revision rase of
<br />a Building change may
<br />g Coda cha that affect its limitations and conditions
<br />a Building Code change that may affla� ills Ilmhations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2SUBMITTED
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />D.I T T ECO AOMON RECORD& 1 P. E. REPORT.201 OLORM. PROTECTION PRODUCTS, LLC 120 GAGE
<br />2. EVIDENCE SUBMITTEM
<br />2.1. PROD UNG�T �y(�,UATTON DOCUMEFl7_(P.E.D.):
<br />(P.E.D.), drawing No. 20-178. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANELI ORW0*20.176\REPOR7 9204726.01
<br />Drawing No. 20-17t3, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<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 />2A1,_TION DOt,il(Mr.NT lP.E.D3:
<br />Drawing No. 20-1T5, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Wafter A.
<br />Tlllit, Jr., P.E.; dated 07/2812020. This drawing is an integral partQ>� f�ls
<br />IT!(l,�
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />This
<br />Evaluation Report, \Lott, p r",
<br />�A�`'"'k A /may
<br />rye�I.
<br />Till(t, Jr., P.E.; dated 07/2712020. drawing Is an inte��PbIDGMtypijjt,�s
<br />Evaluation Report. ay,E„R rI, Z/T,
<br />�E .,
<br />LPir?�y�yp� �10ENS� ' rr�
<br />s� � . .I
<br />. _ =at .ZQ ; \TGENS�c ' • TTS
<br />�i, \.)- Is-. `r %
<br />+-- - -
<br />--... -01
<br />f7it 4ri167 1.
<br />% Y* * *
<br />/ �`S y
<br />STATE OF Er
<br />�r
<br />"- ZflOo
<br />treat, Suite 305, Miami, Florida 331(/6 - P110De: 305 871-1530 S tIA \� s\
<br />6355 N.W. 36th S ( } *Q0 JI1 ,1E 1
<br />Ar, FS,rr tyc�♦�
<br />'AA„S 0UNA� L AAAA`
<br />\�
<br />6355 N.W. 36th Streit, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1 F If#A(36�{t;1341-1531
<br />FrA
<br />r I i I IIIII
<br />'IIIIQIIII IMTI 1
<br />Aild%D.DOR. MOM: a3) IN CASE THAT PRECAST STORE. U1 PRECAST CONCRLTE PAIFLS STUCCO OR WOOD BDAROS RE FOUND ON THE
<br />MISTING WALL. OCHOfh SW4L Of LONG ENOUGH TO REACH TNk MAIN SIAUL-LURE BEHIND SVCH PANLLS
<br />T STORY PANEL $HUFAM ON THIS PROOUC EVAILMT*N WMItENf (PE.D) HAS BEEN VERPTFD FOR COMMIANCF IN ANCHORAGE SHALL BE AS MEN70NCD IN WO AND IN 8.2).
<br />ACCORMNCE WITH Tilt 2020 (71N EDTnON) OF TIIE ROPaDA BUKOING COOS IC) i0.yc1$I0i-WID00 .MflL.2PiQf&-'.tl9a4 M-11_!P� D. A-M2LX
<br />- t/4•F TAPC4N ANGNORS, A4 MANUFACTURED BY II W BUAOiX, INC
<br />DESIGN WINO $LX bkT PER SN 167O ABOVE ID CODE.
<br />PEEDLOAD- /14-10 PANEUAATE FENAAE W AND P)WELMATE PLUS ANCHORS AS MAAl1ACTURED W LLCO CONSMOCITON PRODUCTS
<br />PCVUL
<br />Wilt
<br />FOR A WIND SPEED AS RFIOUNGD BY TINE JURISDICTION WRIERE THESE SHUTrEWS rAU BE INSTALLED ANO
<br />fIWED RI WFE SE SHUTTERS K
<br />41 R LAG SCREWS PER N 0. .
<br />FORA F r / s
<br />OMtECTIONAIJiV' FACTOR Ntl.o,e5. USING ABCI 76 AND 51LA1 NOT EI(C_EO T/IE AIAIO4UM AS.D F )
<br />O[SxTN PlaCss0xNE RIITNIn WgCATfD LTN S2A'FTs 7 tHRU 12. 14, 15, 16, TO A 7D. - 7/16Y . 5/8' WOOD RU5,INIC, A$ OISift1OtD'EO AY AIL POINT SCREW. ROLE a SFFLMLTY CU.
<br />N o TO VERIFY 1N DMAI' GN MM 7- ROBE KRI E ABOVE CONDITION Vl E OfB, WIND LOADS DETER FA PER ASCU 16 T C,` MINIMUM fiNR ERA ION IN1O WOf.O CV' 1AALON M 1 '" M FOR P -'-
<br />7 FJV7ED PFTIE ANCHORS SHALL NC i/V C 2 0.00 FAN[11NTE LU.,
<br />SHµL BE FRTST REDUCED 14 A.S.D SIESN)N WINO LMOS BY AUiTIr'LYeN.: THEM frY 08 W ORDER TO AM PANFLIMLE i'MALE 10.
<br />COMPME THESE W/ MAX }ASD) DESIGN PRF_55UAf RA18405 INDICATED f3p SHEETS ] nmu r7, ,A, IS, lE, 19 AN 7G
<br />I: 2) MINa61M VIIRMED PENETRATION or LAC SCREW, INTO THE WOOD rRAMC U%r RAIL BE - 1/2- NO THREADED
<br />IN ORDER TO VERIFY THAT AM;NOW, ON THIS PED AS TESTED WERE HOT LIVEN Si SSFTI, A 33% INCREASE W ALLOWABLE PENLIRA'TIONN INTO STUCCO SNAIL RE CONSIDERED AS PART Or THE REQUIRED THREADED PCNCMATiON
<br />StRLSS FOR WIND LOADS WAS iE4iY USED 1N THEM ANAI YS1S. FASTENERS SPACING TO WOOD HAS BEEN WtRRNED N
<br />ACCORDANCE WITH N.D.S.. 7018. C 1) MINIMUM EDDE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN TNT: 4RAWING
<br />STORM PANEL'S ACCOOACY FOR IMPACT AND WIND RESE`,7ANCE HAS BEEN 'VERIFIED IN ACCORDANCE WITH SECTION 1626 M
<br />MINIMUM
<br />C 4) NRRI,RAV PENCTMTIOh OF WD0O BUSNP61 SHALL P1C S/e' I/4' e-2O SCAENS USED SN4ML !3E I I/I' LGNC MINIMUM
<br />THE ABOVE UENIIONrD CODE AS PER HURRICANE' ENGINFFIIM+G A TESTING INC, REPORTS 90--56O, Y6-57O a 96-T.1O AND W D /fr 1/
<br />'SN STUCCO ExrST. MINIMUM TOR WAILS
<br />STUCCO20 FENESTRATION IESING LAB OC, REPORTS /2032 a A2126 . AS PROIOE:OLS'AS - 2O" FAS-202 AND TAS-203
<br />AS W703 AS A403NDARICW LEST LAB LW 5OWrN FLORIDA REPORT %DI19.01 -J)D, A3 PER TAS TON, TAS 207 AND CS) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANEL,, STUCCO OR WOOD BDMDS BE FMIND ON THE EXISTING
<br />TAS 103 STANDARDS,
<br />WALL, ANCHORS SMALL BE LONG ENOUGH TO NLA01 THE MAW STRUMURC BEHIND SUCH PANnS
<br />2 N.L ALUMINUM EXTRUSIONS TO SE 6063-16 ALLOY AND TEMPER. (UNLISS OTHERWISE NOTED) SEE SHEET 2 ANCHCWIACL SHALL BE AS MENTIONED IN C ,). C.2) A C 4)
<br />] ALL ALUMINUM SHELF NTi A U!i'D AT CI.O5URE5 SHALL HAVE t .-HI J OSA 7LLLOY (U) MCNNNS ifML1 BE n/5AL11'0 FOLLOWING AOF NECOMMrn MTMNS AND SPECRICAIWN5 13f Mi AM:NOA'5 AIANVF ACRMER
<br />4 ALL STEEL SHEET MEIAL PANELS SMN.L HAVE STRUCTURAL OUALM STEEL ASTM A-65] GRADE $0 IMWMUU. T7-6D 8 PANELS MAY ALSO BE INSTALLED HOWMtALLT FOILOWIN4 INSTALLATION DETAIL: SHOWN ON 5FC1ION 3 THROUGH to (SHEETS 4
<br />WIVAWTED STEEL LYSIO)MDON W r 5 I AFT ROLLED)
<br />54 IR (PETER ) TROUGH 6) EXCEPT THAI HEADERS Q, A ® S14A,1 NOT BE USED.
<br />3 ALL SCREWS TO 8E STAINLESS STEEL 504 OR .I16 ANSI SERIES 00 CORROSARN RESISTANT COATED CARBON STEEL AS PER 9 IT SHALL BE THE RESPONSIBIUTY OF THE tANIRA:TOk 10 VERFY TIE VAPIDNESS Or THE STRUCTURE WMEAE SNUITIR IS to BE
<br />ON 5ODIA w/ 50 Iti ACID SN1FNGIII .COD 90 WI TENSILE STRE.W." A SNMLL COMPLY W/ FI.oHICA BIMDING (*,DOE
<br />ATTACHED TO INSURE PACKER ANCHORAGE THIS 1HUTTER SHALL UNIY BE ATTACHED In CONCR
<br />SECTION 2411 IF.3.{. ETU. BLOCK OR WOOD FRAME
<br />BIxIDINUS.
<br />6 1 T -, M A� ] 4 "1 b
<br />S 0 OE AST 3D Oµ.YANL ED STEEL. OR ASI Jb SfRtCS AARALS$ 51FE WI'IEI J6 RI, MINUM iFIB 1,
<br />STRENGiN. ,0. EACH RECOM LSTORY PANEL WITHIEN0TH3 OVER 4'-6 THROUGH 124; AS PER SECTIONS 6, 4. 9 A rb MC ALTERNATIVES EW,
<br />STRENGTH
<br />T ANCHORS TO WALL SNAIL BE AS ICILUW'S' IE A IOW ON SHEETS 1, a A 11 RESPECTIVELY, SNAIL HAVE A :EGFM AND READILY VISIBLE MANNING 04TROCTN: OWNER OR
<br />TENANT TO UCURFE PANELS "M APPLF:ABIk REINFORCEMENT DURRVG PCPNIOS OF NLNRI•AW WARNING
<br />(A) IQ CWSIING .?DURUM-GON=L 11 T14E INSTALLATION COMn7ACTIM IS TO SEAL/CAULN ALL SHUTTER COMPONENT EWES WHICH REAM" IN OONTWUOUS T/1VTACI INIH
<br />• 1/4'P TAPCON ANCHORS AS MANUFACTURED BY I I W BOALDIR. IW fYn. 1'F CII92 P,W,.I THE BUILDING TO PREVENT WWD/RAM WTRLM004
<br />- t/{" R . 7/8- CAllt-M AN1CN{(RN', AS MANUrACTWEO BY DCWAL7 INC. (YIN. 1'c+]OW PA,,7
<br />P NE SHALLKCS I
<br />- I/4-a vli' SOLIO. SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLL W SPECIALTY CO. ,2 STORM PANEL INSTALLATION SNAIL CUNWY WTtN ST4C5 MUI(AIFD IN IRIS OFANtrIG PLUS ANY BVILGING AND 2ONNG Ruw"tIoNS
<br />W.'VII
<br />(W.,. f ..]000 POI.) PROVIDED ONE JURISDICTION WHERE PE 15 T4
<br />- r14-10 PANELAIAtE FEMAIF x3 A PMFI MATE PL115 ANCHORS, AS MANUFACTURED III' CLCO F,ONSrRLK:rIIN PRODUCTS. 13 (R) TH,S PROCYJCT EVµVAtION OOCUkENT (R.FD) PREPARED In INSENCANCCR IS OFNCRIC AND TOM NOT PROVIDE WOMMATKIN
<br />(MIN r •J3b0 PA',.) FOR A SITE SPCCWIC PROJECT. Ie. WHERE nit SHE CONDIOON.S DEVIATE FROM THE PEG.
<br />!I
<br />- 1/4 RR, A
<br />Cr TAP-ENCHORS, Ali MANUFACTURED er TRU-IAST COOIM1ON (/•L.36a0 Psi)
<br />(Pt CONTAIACTOR TO DC RESFON:ABLC FOR THE SELECTION. PURCIMSE AND LNS'IAL1A1011 INCLUDING IWE SAFETY Or THIS MODUCT
<br />A 1 IRNIMUY EMBF.OMFNI q' TAPCON ANCINIR$ !vim PCN.RIEO CONCRETE 511N.L BE 3/4" 7' NUN PANIOANif FEW4[
<br />- BASED ON 'THIS PED. PROVIDED NE/SNE DOES NOT DEVIATE FROM THE CONDITIONS OCTAKAD ON THE DOCUMENT
<br />ID ANTI PMFAINTE PLUS AND 1 1/4- FOR CC TAP -GRIP ANCHORS CONSTNUCCION SAFETY AT SITE IS THE CWfFACTOF(5 RESPONSIMITY
<br />AJ) CALK -IN A SOUD-SCI ANENOPS SMALL LIE EMBEDDED 7/0' INTO THE FIGURED CONCRETE NO EMBEDMENT INTO W 'HIS PRODUCT EVALLIATION DOCUMENT WILL BE CONSIDERED INVALID IF MGDInED
<br />STUCCO 34AU BE PERMITTED. 1/4' 0-20 SCREWS USM SHALL BE 1 1/2- LONG MINIMUM SHOLND STUCCO EXIST,
<br />I. A d O F PRO A FLORIDAREGISTERED 'n
<br />aT LCWRLM RIMS F CD ENGINEER OR ARCH .ECT WM' N C E i MNRMI O HALLS 7 S CCO BE EApfD SI:INC OR NJ A4ED SC / fA , C IL'1L,L aE OM N•F
<br />NO W F WITH NF TU .AND MAY N WS IHPE' SCREWS w 4 ,1 0 III) SITE 5pR IC SHALL
<br />NNE YRYO
<br />RLCCAD (E U.N) M MEPPROJECT
<br />BIIT WIrH WING NIBS RECORD ( A BE RESPONSINGI K(M THE
<br />PROPER SE GN OR , A
<br />PROPERUSE t]F IMF P.E O ENftNrLR OF RECORD, ALtIW-' AS A OEXEr:A1TD ENGMrtER TO THE
<br />S
<br />A.3! IN CASE THAT PRECAST SIONL PRECAST rAWCRE7E PAWLS. PAVERS. STUCCO OR WOOD &CARDS BE FOUND ON !HF PED. ENGINEER, STMLI SUBMIT TO THIS LATTER THE SIT SPECIFIC DkAWIN33 FOR RENEM.
<br />EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE S/LµL BE AS MENTIONED IN A1) AND W A.2)_ (a/ THIS PEb SHALL BEAR THE DATE AND ORIGINµ SEA.. AND SIGNAII/RE OF ME PROFESSIONAL
<br />f4AIkUR OF ACCORD 114AI PREPMED IT
<br />fO) TO L!(4SnNG G-.•rF..1E.GGc_IB'A',LASTN.L-7a 14. SHUTTER MANt1fK1UNEA'S LABEL sFWx FIE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' • iAPCON AMC,NONS AS MANUFACTURED DY I T. W. BlNl,OEY, TNC
<br />PANEL SHUTnR IN ACCORDANCE MTH SUIM 1709.9 J Or ViLOCA BULDMG CODE. ONE LABEL
<br />- 1/4' W a 7/B' CALX-NN AR:71ORS., AS MANLrAE"FRED BY DEIEALI TIC (MIN, JF-ISOC PAT) SHALL BE PLACED FOR EVERY OPENING. TAKING TO COMPLY WIN SECTION 1109.9.2 OI 'NE
<br />- 1/4 "P IT3/4' SCUD_ SET ANCHORS, AS OISTRAUFED ITY ALL PONT SCREW, BOLT A SPEOA.FY CO. P1.ORIW OS aUtLOM CO
<br />(MIN • O-14DW P-) iN,S DRAIEIINO sNULL GRAY BE VSM TO
<br />- 114-10 PANEUGiE rEUAI3: 41 AND PARFLUATC RUS ANCHORS. AS MANUFACTURED BY LWO GGNSIRUG11EN
<br />OBFAM PENIAITS PI THE STATE OF rLOR1OA
<br />PW)MCrS (MW. Ca-7071 P.,) MI/YMNINI,
<br />- I/4' ♦ OF TAF-GRIP ANC"ORS, As MANUFACTUFAM DY ,TWA -FAST CORPORATION I A• N47, .
<br />yA►RH�;,t
<br />• l
<br />14 FLORIDA BUILDING CODE (High Velocity H., Icon* Zonv
<br />O II MNWUIF EMBEDMENT 01 TAPCON ANCHOR'S, ELCO PANEIMATES AND Cr TAP-GRP ANCHOR. INTO TON CON�1kYE.''• �C
<br />euxl, UNIT SHALL BE I 1/. N= y, 4"A'L�' "A' 20 GAGE GALVANIZED SFEEL STORM PANEL r'P
<br />AIi CALR •-IN A Sc!LIO-SST ANCHORS 51W.1 BE f,NRfWf.D 7/e' INTO ;HE CLNNGt+ETC Bl41CN INWT NO [ NO, 4 167 §TS -_ --- -- - b--
<br />-�
<br />C
<br />INTO STLIC'OO SWL BE PERMICUID 1/4' 4-20 SCREWS USED SHALL BE 1 1/2- LUNG MINIMUM ?RIOUL ID - IN/AIM/ R
<br />EXIST. AND I" wait wAIls WItH ND STutr.D ; `. i..�+c . VA �,. GLOBAL PROTECTION PRODUCTS. LLC. xr
<br />1 L E C O
<br />MINIMUM N I�DC ,MD !W „ nsXT
<br />,:, star o,
<br />'
<br />'jypA%•. 1OR DA .�-�' I R Ry R. R. ,I. Wn-i---, w1OK IPNAM= n'''a, (O""-enT 20-176
<br />T Prl R,..,NA'
<br />'y �si .. .0 Iwo IwR A.CA sY�•y ..• 'n •• DAwI NP'.
<br />r
<br />V
<br />a rt u,,. 1,4
<br />NA t'.DO VrM1UP./W--- RA1.NKA n1.IAR
<br />„1/ yi DNu m OF
<br />_
<br />CONCRETE oc.on
<br />(six SO-MAL ON --SHEETS ,IR ARP 9)
<br />,_1
<br />f
<br />O"Pec, ocAft E.D
<br />CONCRETE ,
<br />RCOMRb ,
<br />F.xISnNG A'OIIwLO E D.
<br />CONCRETE BLOCK
<br />RELUNRED
<br />INSTAUAIION ,DETAILS
<br />FOR REGULAR
<br />PANELSJ))
<br />INTO EXISTING POURED
<br />CQNCRETE OR CONCRETE
<br />BLOCK
<br />51RUCTURES
<br />C014" Mlo.m
<br />(WE SONEWLE OM
<br />CONCRETE ANCHORS
<br />C Oar a THROUGH, b)
<br />,.
<br />(ROE somfix E oN '•"tie
<br />.
<br />_
<br />INELT! a Ilrbe,l a)', -.... E.o.-
<br />CONCRETE ARDIORS
<br />({�)
<br />EXISTING PON@o
<br />..
<br />..1�)
<br />E INEpr.IDNCO� ' 41 1
<br />9,41s 6 TNROOWp e)I-I
<br />I IN;,,
<br />CONCRETE REOUIREO,
<br />�%
<br />, :..
<br />1 1/
<br />:,i;t-.__... J MP.
<br />11-.(T/���... I i
<br />! 2 a 1
<br />N t
<br />F I 'SON aVA
<br />I 1 A iti+ro.
<br />I O 1
<br />I I •� -I I i
<br />I I
<br />I
<br />I 9
<br />1 a I
<br />I
<br />1
<br />1
<br />I � t
<br />, 1
<br />1.
<br />I
<br />i� ie 1 I 11.f
<br />.i' I 12 1n' Tic r I
<br />I v ,A! „� . } . .
<br />929 ? _} Ir'�D
<br />FFIC
<br />AE06VM
<br />CONCRETE'. ANTCIOIIS ��
<br />{ / ) tOrKR1t ANIYIOP6
<br />aTAOQefD o Slle o,a. eA tit bN
<br />Vernf aret aN M.61IiWglcNw %
<br />DM[ID a t7IRfO1TONI s)
<br />SECTION 1
<br />_—
<br />t
<br />L 4•
<br />_. r.
<br />,�,
<br />: L_ '�
<br />F..D.
<br />OISTINU` POUOU
<br />WEDV,AED:,
<br />V
<br />I CYN
<br />'
<br />CONI.",
<br />t
<br />A
<br />�^�
<br />jv�
<br />w
<br />w
<br />.. ' E
<br />!
<br />I
<br />My
<br />is
<br />I
<br />M' M 1 -1
<br />I
<br />I
<br />I
<br />I
<br />4
<br />1
<br />I
<br />•�,�:,.!r"^"•
<br />t - ��L,�e may,
<br />Ili
<br />,dryfJN 4j„R'e
<br />I
<br />1 12 In' oc
<br />P I'D
<br />Ixs'DMG I'D
<br />F 1
<br />�R IT BLOCK
<br />I
<br />I Ea
<br />r
<br />p
<br />,'/4• ,
<br />-� O
<br />EAR FinawwM' ) ;
<br />CONCRETE A,CAIORE
<br />.
<br />(SITE SOROULC ON
<br />\,.
<br />L1m5 4 T,III000H 9)
<br />T-iif�. T
<br />ii~T
<br />I I
<br />1 In PLIIFsI.1t 1 l 1 1 1 ..J_ TIN �,,a , V
<br />I. m � . 1
<br />I I
<br />I „• I
<br />1 i
<br />A • •
<br />Imo •
<br />1 tO ,A-tl K
<br />Exwtw POURED �/4,_ )
<br />CONCRETE _.......... .. CO._
<br />l.
<br />R[FSIARFD. COWATE AMC,IOIIb 7,,
<br />, SCHEDULE a ,I
<br />S-am 6 oftuo. 9)
<br />CEILING &"R Q08 MOUNTING
<br />SCJ4E 3/6-T
<br />(,6 j
<br />- pMI
<br />- I. Yin.-- 1 Mln.-
<br />4T eN.
<br />lJlJf • R6. R
<br />DY.R I pi i{ _
<br />I t4 4 i
<br />t
<br />Imo- EA 1
<br />I �4"•M�U/1�•• C{ C 1
<br />ID 112' OL I 1
<br />1 I NX !dent[ 1
<br />� �mMIR I
<br />I it w i
<br />1 l 1 �PjJ R, L1.10
<br />I LP law-'N"-J i
<br />.s.
<br />I
<br />r-
<br />-1' YN.L-
<br />+t,4crA°+ IiR n
<br />!Yl e R pA
<br />L
<br />.I
<br />_1
<br />4 1
<br />carAVEYr A.alaas q
<br />1V 6A4D,
<br />![E SONOuIE D1bet.
<br />(M,Ixrs s nIRD9aH o) !YA a"1
<br />, T
<br />5CXL 3/0. i'
<br />/DilLiOtEATJi���A1LDLt+++R1TR
<br />SDJ4L 3/h1-
<br />ED, - EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SILEETS B AT 9)
<br />- K111MNNNN/l,
<br />V �
<br />Pv�A A, T/1�'l
<br />TOP a 90170M MOUNrINCS CAN BE
<br />COMBNIEEi M ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />�`•' •
<br />L1cEk ••�•'
<br />':�
<br />�
<br />FLORIDA BUILDING CODE (Nigh Velocity HIM can* Zone T
<br />*.•
<br />'SSr.�,�,•
<br />-�
<br />q,S
<br />•I/
<br />• * % i
<br />rarE y: 1 *If� -
<br />....- ••:..::'
<br />ORIO
<br />� � .
<br />NAL E ••�4ii"tWf:�
<br />.....
<br />ME.M,cco. PM.
<br />/�/►
<br />/ i�Y O tMtO EMt. `
<br />•• YN 0.M AW, W FWIA'ai6w,RCO1Mi''.1N�1M
<br />,w..v^.,"'...r`: OWN m-,nI
<br />20 GAGE GALYANIZEO STEEL STONY PANEL
<br />d,w,y WIT,
<br />GLOBAL PROTECTION PRODUCTS. U.C.
<br />NeOO IN 51 STIR
<br />.NIXG (66.).�]!!. !'1i1x"�Ra).6F.F9Y
<br />.. - .� �,. _ .�� �.,
<br />°'°
<br />so.-t7a
<br />OR+wAC w:
<br />COMPONENTS FOR RE��LAR dE LIFE SAFETY STORM pNE11S
<br />(SCALE 1/2=I-)
<br />.. ..... . ..... ... ........ .-_- ._..,1b 111e• (117TALWIDTH)..,.... . _ -.. .. ... _ _.. 13 tbb- (TOTAL WIDTH)OTM) ... . --.... _....
<br />,_
<br />'-r2.5OO• (6FECIWIDTH)NF W) .... . .--_... _._. _' ;
<br />Y . ' �' ♦. t 0' -�-1.3'I+O" , ♦. SDO' �
<br />. J
<br />DETAILS FOR REGULAR PA ELS(I A CIA Do CIS QETAII.S FOR INSULUTilON IN MU1iFD CaNfREiE
<br />INTO EXISTING POURED C0H,0,$E'[E, Eli CONCRETE BLOCK STRUCTURCONIUM ES •• a= OR
<br />-W am ,MAOMArt FEMALE Ib, �„� ,,�,,,,5 _�r([,4� m.Vs• RR r VALID f'VUR �,�,�,_JJFE S�FECY AI!U E-Z FWVii STaIt1Yl PMEL 5Y51E)FI
<br />TLMATE PLUS a a w-IXm (9Et 9c11EwlE ON � list N5(1/t"o� _ g
<br />I EkE 5ca1ealAE NF TFMEt a • a) tea9n a TFIRDIFDII a) ( ,...' ,__yM._ II 4_I
<br />�': I I / , PRrNm meat ` r Fr•D {`'T[E F4 a _,
<br />� E.D L4`� � �., ' Ir� Ow.W{14° �TF • I t1
<br />I--
<br />RLIXIIIKO 1
<br />r i � U //�`, A
<br />fir.�A.Ti'd.0°°TE0 :`,:�i}:1'hJ"r/A_...../r.•eNL--®F.l�1f.'1
<br />1e11wasI 1 1rOra••.�1fraYLauW,e,l1 EXISTINGPOIM@_F(LL1HN...,I,�CQINDRETE OR�!1t'�i"a,r:Kota ,/A.Rlr 1���•,�t(11]CDIIGRETFBL17CW 1I�} 8 ''�r;r.j'T"'3�SgEouaaD. iy1jI �r_.� _ � rI "=' - J
<br />1 1 I ' ,' • .401'
<br />1 CASE A Uu,Ni �°'�'' y„!,�" 'ii.Hl. a 4w.11 ..-
<br />I
<br />I
<br />, .. I,..., .. . .,. SCALE 3/16R 1" MAIPF4n aa. M.. AIR,4
<br />j i „'P./bl• Ms �y i CASE H (PLAN}
<br />I 4-
<br />' � LAP �TA11EN A W.IwF -'-I I R r /1' SCAIL
<br />t w m ` IiY
<br />.•.I L I �rTMtwr I I �T 'M.1 w -{ lt',,�' �tais"vita ,aii:ui~
<br />, il f-, - - 1 1s2 YxKNAi I REPO • Ir R 1 Ywl wY 1p1 . , Me I
<br />!
<br />M ldfdllT. 1 j�-1RM WLI"aiMT MR'11D1'�- 11 1 � A � bN L.9R, w 'IFIE.
<br />on a,DT s I 1--n I tO Stets I - �1 �� I m ®e�•
<br />C, �v" IRK, a I I `" � i I a I.F.- ,. +Wlw le Yuw /� �, 1
<br />SS Sere J k Y I!+'AIr,
<br />I t t- p .,A/
<br />1 7::: I I E� � I i ,�N'�aillllu�r (j� ,t_ L,.__� u:
<br />AUATWG PODRrfI E U � � /'^b J-11.
<br />'m `' �.� I raR"'CONCRETE CONCRETE 1' 'Rama ."w�...'�
<br />ER A i Lp �` GdLS6G(PLAN)
<br />E21IsrRwlPoIAEmcRIL SCALL s/le.,• CASE D CLAN)
<br />,
<br />1 .t•
<br />I cDNDRETE oa I ' sv4.E D/ a
<br />T , i wCOEO"Cu� BLOCK r 1 z^ :.-..j�"a-�+' T A.R PI AwxX
<br />r.,LIT-W OR PAELwYE ...-- _. us l
<br />PLIADNiIdiiO11D� AP�� '�._ L_._, - 1 eRPCRETC ANCHORS; � < 12
<br />j� ' «/*�F Owe w+(e'i'aE' :" „ ' �iRR'uwa �:+� �p m"a�� w�
<br />W 6UIrDUlES DN ((MC 1K;KOID.E 91N _ .' •; \�� .. ,
<br />lHRTS a • q SIIQTs a THROUGH a) '. .. - ;
<br />SCALE 3/6.1' wa walla � wrax+--. I i��,) , ,p.I W'/�')a® ,,pit �
<br />SENILE 3/B. I' 9FFIw1a wBIRI 46.�_ Y �♦\ .- ` �`'�')rYI rfAr nMR M9N8 M
<br />_.� a NEW 1' NTIx . vAI[s . 1,/B' ED. . EDGE OISrANCi _. 0-0
<br />as w IIRwA Iw oe A*a,
<br />7CA ALUM. rues OR , (SEC scHEDUIE oN <.)
<br />,t �,j,�-•�'•�fPj
<br />. �TDNNG�Sn17CCo/ PIT* WOOD PULE SPACER !, � I :' 1�7 1 SHEETS 8 a 9) 1 _. - 6GN,E- 3/16-1
<br />' r •NEW r' WIDE A VARES A 1/6' I `-' 1lQTE FOR
<br />µWA. SURF. OR r' , VMIES ', I
<br />, P T WODD PUTS SPACER ,� I j TOP a BOTTOM MOUNTINGS CAN BE
<br />• ^ � BEINMD 1RArx , COMBINED IN ANY WAY WAY 10 SUIT ANY sdl;,�,fF (PUNTS if(PLAi if (PP,(,jMj
<br />(y�,Q, �EI,Eoy('�`�'(W I INSTMiAT10N. Stµf 7/1Wt'
<br />"' __-.-{... _ 'T'�"'
<br />SHEETS a nwowN e) I ? l /RAGR cPrK
<br />�:c"���A/�j�i
<br />' ,.�.ar-',-..
<br />.00tOC MADR-
<br />Raw4NAr I 1/2' ApA
<br />T00,
<br />YUL sIWOIMVH n Y _
<br />(Da
<br />amR[t1 IF6 9) 3' M0,
<br />CpIA:Rf'R ,LOCKl°1oI'w�o
<br />REgUR1ED. •.
<br />Y"'"0"'a, rwNN
<br />TA4dl'f ,IDaNT.
<br />x`
<br />S 1lYEGt �X�-
<br />DETAIL„ FOR SPACERS
<br />flf1IIOM_TRACKs aDrAc
<br />,REGUI ED A7 70P
<br />T9_�twooD
<br />Sf:ALE 3/e. l'
<br />DR
<br />BANDS
<br />2QpLgr t v r_ E_a nnt+t eRrnitr Hn, 30 Rzz= a
<br />2-1E$Z..RFPOR'rs:
<br />Large missile Impact load testa were performed under SSTD 12-99 standard as
<br />per section 1809.12 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E330. Teat 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., Borla Moraz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, 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 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 Na. 9CM•198 by QC Metallurgical, Inc., dated Marsh 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. 10KM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacbfano, P.E, as per ASTM E•8,
<br />Z.3._S.TBLiSSI1J8AL.ENatNEERING CAJ„C,{l(ATIONg:
<br />On 24 Gage Galvanized Steal Storm Panel for maximum panel length vs. design
<br />wind load, as well an maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysts, and in accordance with
<br />section 180E of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12i18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tllllt, Jr., P.E,
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 11309.1.2 of the Florida Building Code, as per
<br />SSTD 12.99 Standard and TAS 201.
<br />4LORD LOADS RESi$TANCE;
<br />24 Gaga Galvanized Steel Storm Penal has been verified to sustain wind
<br />presaur®e. 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 6, 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 anon -porous storm shutter assembly, as per SSTD 12••99 Standard.
<br />��I.0EAI rTrwT
<br />0 ` 1at.''. tCOR1pP \��c�
<br />�'''aS5/ONAL��' �'��
<br />'FIFrIFNItOIIriuRSA
<br />s. I rF I
<br />5. 1 STAJ I,Lq,TION:
<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, 18 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.176.
<br />MATERIAL. CHARACTERI3TICS,Ad.DPECIFICATION3:
<br />Shall be strictly in accordance with General Notes and Components Indicated an
<br />sheet 1 and 2 of 98, of Product Evaluation Document (P.E.D.), drawing No,
<br />20.1T3.
<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 />711MiTA. TIl,?
<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 Tilteco, Inc. and signed and sealed by Walter A, T111N, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />defined on section 1820.2 of the Florida Building Cade,
<br />4"ae
<br />aV
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />Eo
<br />N
<br />wood frame structures.
<br />tt1/
<br />Product Evaluation Report prepared by Walter A. THllt, Jr., P.E. (Florida License
<br />4=111
<br />No. 44187), President of Tilteco, Inc. (Florida CA-0008718).
<br />Q
<br />wanu
<br />D_t TIL1'EGO AOMON RECORDS P E. REPORT.2f
<br />QRLVMR2EO STEEL STORM PANEL 1E)RWG W 20.1761
<br />1
<br />(I - — . � , - � I -N i
<br />14 i
<br />6
<br />/4, 2/4, 3/4, 4/4, 5/5, 7/5,
<br />1W/10, 2W/10, 3W/t0, 4W/10, 6/5
<br />5W/10, 810/71 ih 7W/11
<br />J` MAIL ANCHORS. FOR CONCRETE. SEE SCHEDULE ON SHEETS e a 9.,. _ _ ... W3• MAX_
<br />- I' LAIN � . - _. .... FOR 1YDOp LEE SECTIONS ON SHEETS ID a 11 _.
<br />,' MW. ,
<br />_
<br />O O O O
<br />bent.. 2 . 3 . 4 + - - - -^---r `rr--r-r -r` ___•.._]..
<br />000 0 , , i " , I ,
<br />I ! kl I Y � j I , I I j !B� 1
<br />I
<br />i I 1 i I I i I �
<br />� j
<br />tt. II I l
<br />'� 1 I I I � ! I i, EO
<br />I I ) i ' �_ 6 ,� I l .'� � d l , ! s- .i . � sl. i_ .L_.Y_t iS
<br />1
<br />�•� tI .
<br />I 1 - i 1 , i .+ r d 1 f ! I i �� I
<br />�
<br />I f I ti pp f.. I I I � I 'j
<br />I 1 r ,"'t FxkTED'PANELS W/ 1/46-'10Y1"
<br />115 I 1 i_ _ _ _ _ _ _ _...
<br />FI
<br />I UNBULIE7J N/EES II
<br />(SEE SECTIONS A5 ' I )
<br />I I C I I I "WNGNtM OLEA. (WE'/RtMx 3/32" ;-I
<br />I
<br />APPLICABLE.) 1 �r (SEE SECTIONS 0.5 APPLICABLE)
<br />' I ' i
<br />?
<br />i I I i l
<br />) '.1
<br />I. t 1 Ii f
<br />l
<br />II`
<br />�
<br />i , I f I �, f f , { I � i � ` P i , 9 ,
<br />I T I, I I j j j
<br />I I
<br />I ) I ,
<br />I I Y I I
<br />D.M.. G/{'p�� �L/{t�,�! {/�'� 7I ..1 I I � � i i i ; l I l i T
<br />`--r • •O•i� I ; , ..I _ i_.._�.' t_... i I. ' 1' f 1-..
<br />i
<br />"'. 1 D Q O O " I I
<br />/SAC.-.
<br />_ s. IMI'LW'I - 1/4. 2/4, 3/4, 1/4, 5/5, 7/5. .. ?. �' _.
<br />tW/to, 2w/10, 3w/10, 4W/10, 8/5
<br />SW/10, 8W/11 a 7W/11
<br />_ _. ANC11OR5: FpR CONCRETE SEE SCHEDULE ON SHEETS e a 4„ _._.
<br />FOR wooD SEE sECTwNs ON sNEETs to a TI '
<br />REGULAR STORM PANELS
<br />r
<br />ANCHORS FOR CONCRETE YE SCHEDULE
<br />ON SHEET a
<br />RED CONCw[TC ....P.DUt>ED r � PAURCD CQfLCACTt FOR WOOD sEE SECTIONS ON SNFFI 12 -1
<br />�C'ONCRETE eIOCX OR CONCRETE BtACx OR CONGIIETf BLOCK ' Iba' 2.b7' S MO"..
<br />J'
<br />'�' REL111XKD. ( ANCIRRs REWNIIF.D �' �� I REOVRIED - - }FI[F7 o6rxwlL ON -' � nth. � O+EiaAP« 1 NMOIE +wuE7 � twlN I • IRII. � 1 I
<br />1 I 1
<br />� � •• it �'f- II .1I }' 1} ''
<br />E=- I 1 I ,
<br />1 i I �, 5O7D
<br />I 1 i I T 1 lx •E•
<br />I I'
<br />Cb fi
<br />LD 'i IIAX
<br />, T
<br />I i
<br />I
<br />-)'..i• tie I I i�, .:
<br />' -lJ/ .:_ , _ r - _ _ , _. I. -
<br />i'; . '�;a � I tt.::<=. , 5 it j !'r;:; , . , k : it awls N/
<br />�' r/a- Jnr'' i dii
<br />1
<br />WrC N,i1 a LYSR+
<br />1
<br />! w loaAlwN I �, j w ldWrlwrN IR � I �. I w nF4RIawN w �'T Iw!tN � �"'. IYAD6Ar • � rE'L- , ' " i T � i�
<br />L-- w aw � I 8 f aws as j r rM�+ToiAi`Tm g 1 'r i box , 1 s}
<br />I P("'iI 'wdlWtN'I' I M'�RI q TT S
<br />. . I •IQ1 n T. 1 I
<br />E E, r '
<br />F r�I , (j� I G i .. r: 1 I� Fa$
<br />I A G f8 I i I LJ^ DDSS O
<br />WILY-DD41' t jlpy.DpP �� '� j1/PW-2a.," 1 I '�t ; � or ,C
<br />,9
<br />, y A
<br />iA RR ROLTS w till r�
<br />a)/�6a eaTs/R/ j ', l{j a ItR ens R/ *7 i Is i 1)��� / ; ....�. S I i : I i i ' '� � '
<br />wxw'WJ'I 4i oAM 7 ( � 'T,[W 4 3/JY � I. ... -, �WeCrvAAR'��CAH�� ( 8 1 I �
<br />IEjIEj wlrw, NOT a EACH
<br />OYENJI L+ O1lRLA i � ., IOIOWM L. 1 ', I 1 '
<br />`I � I
<br />I � I , I � PPSII - _ .-.._ 6, e, Ia eMw• 81b ]• _. I ,
<br />1 I V' .+ I i I 1 ' DI
<br />I � _ 50% Y4Y-:-
<br />501E aAlE-I `"pLFSrWT : � OF "L aAA -) � Sp% ]` MIA. - D.Y..®pit® AO IBIAE " Yln.
<br />i VAX Of i' r` MkI.
<br />Dlyu)li I I L AlCNOw6: FOR CONCRETE SCE SGNEWIf ON sN[E7 I
<br />6''> ("_� 1 : j (:`• ti ` 3„ ,AI"t " _ FOR +mob SEE SECTIONS ON sNEET T?
<br />T J
<br />IL /e�w+1Y- E.p � ED AR tNtM PAyNELS Ct`t!E ELEVATION
<br />' nuD • t9 �-,
<br />IISCAf3/7rw+1�'n I t.., � I/1• �E_ tom_ l Mu. GAP
<br />• .i'/e. , _I 1/4•r2DAS/+' Ss. ear �3' � I-
<br />-J I. 1 (MN o,OAM .1 owo1-19 wIw12V)
<br />'. u.r "W/ ]/e•W1/32' WING NW i ,,, .--.. :-.-.: _ _....,- .,
<br />O 12 1/2' D.C. CONCRETE ANCHORSR3 _:... - .. x � i�-�' ... GONOREI[ SIAOOOEO CONCRETE IWCIIeRS � R 17'I 1/4' MA%�
<br />{1
<br />W/ 51UD (5f£ SCHIDNt ON 91�Kn iSCIEnAE OY .•A'
<br />SHrET q KANm G(Y,GINLTC W-A (Tvo_iA���vo�
<br />P�0{eRN11W�SO� FI:dNA7Kl[ M �.UR
<br />at � DR RE�MGES[ BAH VALE 3/32
<br />'--
<br />REOIAerD BOON REOIIRIED
<br />6aWt 3/e-, scALE 3/Mt t1(AAiiEM..
<br />NOFOR NO COMBINATION � R S•..1E. N SP ,11Lt—r(j
<br />E.D. � EDGE OtS7ANCE
<br />(SEE SCHEDULE ON TOP a BOTTOM Md1NT'IT9G5 CAN BE
<br />SHEET B) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />N
<br />c
<br />CU
<br />-0
<br />0-
<br />�
<br />�
<br />U
<br />�
<br />t'n
<br />�
<br />000
<br />aD "o
<br />a
<br />� o
<br />�
<br />o
<br />G A C.7 N
<br />_.�a
<br />-o°Ox
<br />�
<br />IN A O 1..
<br />• y OD =
<br />Q � N
<br />3
<br />�- �
<br />•y E s c
<br />Wu ._• a
<br />Iz 3:
<br />Ta w cv
<br />d �
<br />oC
<br />H Ec
<br />f.J
<br />CI(1)
<br />O
<br />SHEET N0.
<br />SH 1.0
<br />
|