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<br />TILLir TESTING S EN0INEERING COMPANY
<br />PRODUCT 1riA1JL&1WK AAMW NU_ 20.D728.B1 2
<br />22: TEST REPORT$:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201. 20 r section - 6 th 3 as s ctlo 182 of a FloridaBuilding Code.
<br />to g e Uniform static loads
<br />lIQADiTr'T wit rTATiQt'i$tiT'37II'C.'-V!O 2tbB728:O1.. 3
<br />S. MATERIAL CHA_RAGTIEMSTIC.S D SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Compo netrts indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document. [P.E.D.), drawing
<br />WFIT.TT02 A. TTLLrC,:JR., IA.E: tilteGOl�607.cam
<br />YL PB,Lraw\0. 4T1FI
<br />7LOn. c.:,:.w„Nu.DRmo- ,1Y
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No•20.178: Anchor specifications"Ibe as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 961 dated 08/09/1996, #1 dated 09M 8/199C
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-11&
<br />PRODUCT EVALUATION REPORT
<br />#9"0 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 04M611998 and
<br /># 2126 dated 10/06/1009 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7'.. I,III4ITATION2 AND CONDITiQN$ OF USE;
<br />REPORT NO.: 20-8728.01
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo LaMaaspada,
<br />P.E. and Henry Hattem, P.E.
<br />7.I - Shell be strictly in compliance with General Notes No. 1, a thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by t2C Metallurgical, Inc„ dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 10, indicated
<br />on sheet 21 of 26 of Product Evaluation Doc urnent (P.E.D.), drawing No. 20476
<br />PRODUCT CATEGORY: Shubm
<br />signed and sear by Frank Grate, P.E.
<br />prepared by Tiltow, inc, and signed and sealed by Water A. Tilt, Jr„ P.E.
<br />PRODUCT Sub CATEGORY: Storm Paned
<br />2.3 S7RUCTURAi ENGINEERING C CULATIONt3:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined an section 1620.2 of the Florida Building Coo.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: global Prateaffan RM&GOLLi
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1610 of this Florida Building Code. Calculations prepared by Tilteco, Ina,
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800S.W. 61 SftW
<br />dated I I1OW08 and 03/1VIB, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Flor da33314
<br />I. CW EVALUATION,
<br />3_ MISSILE IMP -ACT RESISTANCE
<br />Product Evaluation Report prepared by Walter A.TOM, Jr., P.E. (Florida License
<br />-PURPOSE
<br />This is a Product Evacuation Report Issued by Waller A. Tilllt, Jr., P.E. (System
<br />Large missile Impact under section 1526 of the Florida BuildingCode, as per
<br />P
<br />TAS 201 Protocol.
<br />No. 44167 President of Tilteco Inc.(FloridaCA-0 7
<br />), {f7orCd 00819),
<br />ID # 190t1) to the Global Protection Products, LLC, Rule Chapter No.41
<br />G20, Methodof the Florida Department of Business and
<br />4• MD LOADS RESISTANCE-
<br />Regula
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />$� JGENL' •, i'
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10. 14, 15,
<br />18. 18, 25 and 26 of 28 Product Evaluation drawing No,...
<br />y
<br />44107
<br />beenve(iRed for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Build' Code, and to verify that the product Is for the
<br />Building fy purpose Intended
<br />o on she_),
<br />20-175. Maximum Anchor Spacing shot be Indicated on sheets 8, 9, 10, 11,
<br />Indicated
<br />*
<br />STATi. OF
<br />at least egyivalent to that required by the Code.
<br />du
<br />14, 15, 17,18, 19, 20 28 and 28 of 26, of Product Evaluation Document (P E.D,),
<br />�', 't�ORtR„
<br />drawing Na30-176.
<br />�,,,
<br />This Pmduet Evaluation Report snail be subject to review and revision in case of
<br />5. INSTALLATION:
<br />�`yPONAL'��
<br />1 N71t
<br />a Building Cods) change that may affecs Its limitations and conditions
<br />rrtuL,L,aYv
<br />Installation shall be performed strictly in accordance with details indicated on
<br />I EVIDENCE SUBMITTED:
<br />sheets 3 thru 7,. 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />CO TILTECO ACIMOM RECORDTi i P. E. REPORT-20 i GLtiflITl. PROTECTION PRODUCTS. Li 120 GAGE
<br />2.1. PRODUCTI VALIIATIQI�DOCtJIIAENZ(P.E D.i:
<br />(P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as
<br />r-ALVAIii STEEL 5TORMPANgLkD+'O*M`TrHtREF'oRr#2DVaoi
<br />Drawing No. 20-176, tilled 020 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets S. 14,16, 25 and 26 of 2e, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />sheets 1 thru 28 of 26 prepared by Tteca, Inc.; signed and sealed by Walter A.
<br />Tlll;t, Jr., P.E.; dated 07/28/2020. This drawing is an integral parthls
<br />Evaluation Report, L+++ ' NH
<br />ApNr IIINNgp,
<br />VN
<br />No.44197
<br />47ii
<br />*;
<br />*1� �t
<br />-te,
<br />STATE OF :'Ge
<br />dam'•. `t¢c
<br />aA lt)�
<br />6355 N:W. 3titb Street,.3ni(le 303, Miami, Flovida 33166 Phoae: 871-I530 S/�,
<br />F1oRi0
<br />ay,$h7NA1+Na�
<br />- (305) A'7NHfit W
<br />INHfuu
<br />4 .0r'
<br />1 L ECO �wc.
<br />TILLtr TESTING S ENQINEERIND COMPANY
<br />VViiLTlsItA.T1LiT) r$,I'E - Do
<br />tit,.�aol.441m
<br />j[ D P UCT EVALUATION REPQBT FT.N_FLKN,�KeLNA FLN A. LL[•AIN-4
<br />a.0005719
<br />REPORT NO.: 20-0727.02
<br />PATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SWCATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Prcitrect i Fmillucta_ LLG
<br />48W S,W. 51 Street
<br />Davis, Florida 33314
<br />I - PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. T11111, Jr„ P.E. (System
<br />ID # 1900) to the Global Protection Products, LLt , Rule ChaptsrMo.
<br />1114120-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product Is being Issued an Evaluation Report As described herein, and has
<br />been verified for compliance in accordance with the 202A Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at,least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building g Code change that may affect is limitations and Conditions
<br />2, EVUMCE SUBMITTED:
<br />21. PRt)DUCT EVALUATION DOCUMENT (Pi
<br />Drawing No, 20475, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets.1 thru 18 of 16 prepared by Ti teco, Inc,; signed and sealed by Water A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an into ftrltdi+ULMM is
<br />Evaluation Report. fj`�A
<br />167 s
<br />STA OF ¢y ©fi ; i 0Att7tti 'A 1
<br />635S N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbouc: (305) 871-19gsft tp(3U$', -1531
<br />AAINA)(IIVIip
<br />2
<br />Large missile Impact load tests wens, performed under SSTD 12-M standard as
<br />per section 1609.1.2 of the Florida Building Code, Uniform static toads 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 111102 witnessed by William
<br />R. Mehner, P,E_, Bartz Moroi P,E. and Henryilattem, P.E. and Report No.
<br />0219.01-09t dated February 25, 2009, signed and sealed by Edmundo
<br />Largaospeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />Building Code, Test Report prepared byAmeric an Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, F;E.
<br />Tensile test report No. BCM-198 by OC Metallurgical, Inc„ dated March 13, 2000,
<br />signed and seated by Frank Grate, RE, as psrASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 201D signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />1-3. STRUMMU a UMN1591INNS CALCULATIONS,
<br />On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchorspacing vs. design wind load end panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tttaco,
<br />Inc., dated 12/18/10 and =7113 (for this revision), signed and sealed by Waiter
<br />A Tint, Jr., P.E.
<br />MISSILE IMPACT RESISTA E'
<br />Large missile impact undersaction 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 panel length shall boa's indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.DJ, drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets B, 9, 1% 11,1$ thru le
<br />and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175
<br />24 Gage Galvanized Stesi 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 />3
<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. 20.173. Minimum separation to glass shall boas indicated on
<br />sheets 3, 6, 13, 14, 15, 18 and 18 oft 8, of Product Evaluation Document
<br />(Q.E.D.), drawing No. 20.175.
<br />I.-MATER1AlCHARACTEj;I ]CSANDSPECIFICATIONS'
<br />Shall be sWatty 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 IS, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20.175.
<br />7_.. UMiTATIOND AND CONDMQNS OF U3E-
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on Wheel 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />proparetl by Tilteco, Inc. and signed and sealed by Walter A. T1111, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defihedon section 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood ftarnio structures.
<br />Product Evaluation Report prepared by Walli Tit [it, Jr., P.E. (Florida License
<br />No. 44167), President of Tltaco, Inc. (Florida CA-0006719).
<br />WAn L
<br />pet TICPECO APMON REcOI iP E. REP0;i
<br />GALVANM STEEL STORM PAFIEL tDRWGN20-1751
<br />COMPONENTS FOR REGULAR& LIFE SAEEjY STORM PANELS 1/4 2/4, 3/4, 4/4 s/s, 7/S,
<br />93) W CASE 1/MT PRECAST SCONE, OR RECAST CONCRETE PANELS, SR1CCC OR WOW BOARDS SE FOUND ON THE (� 1/2-11 1/4, o, 4, 3/4, EW/10. 4W/t0,
<br />OOSTM WALL ANCHORS SHALL BE LONG ENOUGH ro REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. s/S
<br />,, sta6o PA4L sH10aIN ON THIS PFmOucl EwLW1ON DocWAun PCA) HAS KEN VERIFIED FOR COMPLIANCE w ANCHORAGE SHN.. K AS MENTIONED IN B.1) AND IN 8.2). �___._,�.�,,.._.._ ._18.146' MAL tDDTN)--- _-------.-._.�.. SW/1D, BW/1t a 7W/tl
<br />ACCORDANCE WITH THE 202D (7W EOnmN) Rim I1DR6A CODE (C) m Et OIC w000 11;FICIFIC . - ,21 M 1
<br />1/Ay tAPCoq ANCHORS. AS IAAWXnRFD BY t.TIF BUILD", INC _.-. �__..12.700• (E3'rECINE waRTR}----__�-�.�- I Y WX ANCHDR& FOR CONCRETE SEE SCHEDULE ON SHEETS B r B______ a• mu
<br />-
<br />DESIGN WIND LOiOs 9AML K DEIEWWNED AS PEA 9ZIIDN 1620 OF 711E ABOVE IIEN17011ED DOPE - 114-10 PANUAM FEMALE ID AND PANELWTE PUTS AH310P$, AS VI"ACNRW gO ELOD Cp6TRUCTON PRODIKTs i ;;.,...-.-.-.--_.___. _6 1/A•._,__.__.�._..�.-.� ,-1. - I-------_ 6.290• _ - '--• rI• Mi FOR WOOD SEE SECTIONS OR SHEETS 10 r 11 1' WIN.'.
<br />iDR A wWD SPEED K REOORFD Of THE JUMBEO11 O WIEW THESE 91MAIE IS will SE INSTALLID ANO _ 1/1'W RAC SCREWS PER N0.5. { I t '-•. 35p -.y \.SOD' f i
<br />FOR A DRECITOIIAk1I'r FAIL70R Kd-GABS. U9NG ASCE 7-Is Alm SHALL MDi EfEFZO THE t1AI01RM (AS.D) r _ I~ I -�.:. �_ t I ^ .,� ✓ i ✓ ,.* t.3iiD'--, �1, caw WN. THICK T.3BD`+- f,!,. � 6 O ��_�,;' i O 4
<br />DESIGN RKSSUK PAT*= wpCATED ON SHEETS 7 THIS) 12, 16. 15, 16. 19 r 20. - 7//6'e . S/r WOCO BUSHING, AS 057FABUtM K ALL PW SCREW, BOLT r SPECIALIY CO. - + , f'\
<br />W ORDER TO W41" INE AWK CO DO". IAT AFE OCOM WOO LOADS OVERAWED PER ASCE 7-I6 C 1) MINIMUM THREAOEO PENETRATION wm WOOD a TAPCON ANCH SIW,L BE I I/P' AND 2• FOR ELCO PAMINATE PLUS .� . �.� 1 , ty : , _ MM ) `- D.M.. 2U. 3�.1+® (- f 7"'"''--�-77--l-j'--*---�---
<br />i_.,.i:---, -1 --:% ;'---r-r--'�--r--1---I- �___.___..�.,...._.._.-.1
<br />SHALL K FIRST REMO W ASD OCDCt1 am LOADS K wLTMVM IT" BY 06 IN ORDER TO AND PAELMALE FEMALE O. ii 2,b57' OAW FRAA 7tCUl �E$s' ./�o' i
<br />/" � . 2 EBY f ,MARE N y /�� /� CUANARC 1NESE W/ Boy- (AS.D) OESGIU PRESSIIE RAIWGS IIIDICOED p1 SHEETS 7 THe$N t7, It, IS, I6, 19 r 20. )QALMWRm om 11, ) G-eD OMV. MOE1 {�,. s ,C.2) W ANUM THIMADED PDCMTM OF LNG SCREW. INTO THE WOOD FRAME URT SHLL K 1 112•. Im rIMMO 2� D'j�' HEARAEoAM *-4U W OPDEATO VERTY WMT AN C"Gft ON THIS PIC AS TESTED WORE NOT DOER STRESSED. A 33W PfcwIISE RN ALLONARE POETRATION 000 STUCCO SHALL K CONSIDRED AS PART OF THE AEOUWED nWXACM PENETRATION. - . T _ TYP. 1 ow LAO[TAII rJ 'T` �__, iVP. OEiYL r.! e
<br />M1 M FOR WAND LOADS WAS AU USED IN THOR ANALYSIS. MMIOIS SPACING TO WOOD HAS BEEN IMIET"O" IN • TORE \ 0-60 ®4.V. '~ �
<br />ACCORDANCE WTM OLDS 2011E C.3) MINIMUM FOOE DISTANCE OF UG SCKWS, WIND WOOD SHALL K AS WCATM IN THIS Dlt WwC l®TA,A A .)) Hd - -- - . - LB•7NL A .... _ . _ - - - - - - - ' N.a -
<br />ED
<br />SMAw PA !S AOEO{AWY FOR IMPACT AND WIND m'3D M= HAS BEEN VERIFIED W ACCORDANCE WITH SECTION 7626 OF - - - -- - -- --- t
<br />THE ABDYE IENTIOIED CODE AS PER HURRICANE D.GNIE oc r TWPO INC. REPORTS BO-lint. 96-570 r B6-T30 AND
<br />C.A) AMMW14 PENETRATION BE WOOD Bu9NwD SHALL K s/6•. 1/4' I-20 SCRLYK USEO 91NAL K , 1/2' IONO AIINNN)Y
<br />FT7NESTM7Mu TERM tM INC.. REPORTS 12M r P2126 . AS PRiM=S TAS-201. TAS-202 Arm TAS-203. SHOULD STUCCO OUST: AND ,' W6WM FOR WALLS WITH NO STvCi •�6.250' -t•m0' `� F.. __ ._v.... '� � � V,r,
<br />L�� kT
<br />AS WELL AS AMOKM TEST uB OF SOUTH FLORIDA 03AM 00219.01-�, AS PER IRIS 201. TAS 202 AND Q END STORM PANEL )
<br />TAS Z0a RAImARDS. CS) w CASE T/MT PRECAST S'TONL 0A PRECAST CONCRETE PANELS, STUCCO OR WOW BDARms K FOUND all THE EXISTING
<br />WALL IAGE S L94ALLBE K LONGOPM ENOIKAH ro PC-2) THE Ww STRUCTURE BE1yNm 5uOH PANELS
<br />2. ALL #LIRMNUAt EXTRVSm16 ro K 606a-I6 ALLOY AND TERIPOR. hNaE45 oIiFERM5E NOTED) SEE SHEET 2. ANCHORAGE SIMLL K A5 MDNTHOIED W CI). C.2) r CN) •--•-2_tB7'---•: _
<br />3 ALL PUNMW 9EET METAL USED AT CLOSURES SHALL HAVE 3tos-Nt•1 ALLOY. •' . '_.2r ---.. - - - 1
<br />(0) ANCHORS SMALL K tNSTM>HTH FOLLOWING, ALL a THE OEOOAIDIpA7mIK AND SPECIFICATIONS OF THE ANCHOR'S MRNIR'ACTUKR- PMIELS Elm LID" ' `', 3TSOt - � 2.T B7`---
<br />I R a +u' 1 ar xo t .r 2a ;2s - BTZ Ten FMtass`Ty/ i/'ss sai� -1
<br />A ALL STEEL 9EEi Ic1NLL PANELS SMLI HM'E StRIR7ARAl OLIALRY STEP. ASIM A-653 GRADE 30 MINIMUM. G-tO .iCO` 160'.-- i '( _ _
<br />G&kW M STEEL CEMMATOO 11 5L5 1- (AFTER ROLUM).11
<br />SHALL
<br />1I.0.OtE I R - �5/1 SYW MYE:rO Ai TOW NFEIED � ,% �
<br />$. PANELS MAY ALSO ffi WSTAIL.ED HORIZONWLr FOLOWW.G eISTAUU0ION KGAS SHW)NW ON SEC00r/ S 7HROVGN 10 (SHEETS A J YNc Y ,CO• 1.230 ,BAD' (, 7M SERFS 90FO 7,�. u1eLxTED PANELS
<br />THRam 6) own THAT iEAOEIB Q r ® S ALL NOT K usm »� ' i I (• 3 S�NS. %t W 7/B' A 3/32'
<br />,-. .i O ANME TD t O.eC. T As ? O EA. OVETitM
<br />S. ILL SCREWS TO E SOMMASS SIM 30t CR 310 A9 WKS OR COMM05M RESWART COATED CAeON SIM AS PER B. IT SHALL K THE REDI*O B AY OF THE CONTRACTOR 10 YUSY THE SOUNDHESS OF THE STRUCTURE 1WETE 9NPTR IS TO WE 1 l � � --
<br />, 1 (SEEP. SECTIONS AS APPLICABLE)
<br />BLADIN05. O9T D93• -' LOOD' 1 _ 1i.__.L_!.-j__._.1.._�
<br />ON 900/6 w/ 50 r VELD STRENGTH NO 90 Ir TENSILE STgOFGM r SHALL CWMLr W/ FLOAOA BLNLDMAO CODE ATTACHED To INSURE PROPER ANCHORAGE THIS SHUTTER SHALL. ONLY BE ATIAt2ED TO CONCRETE, BLOCK OR WOOD FRAME `�- �� -I � 1 r--.-�--
<br />A
<br />STFtTIDtl 2ATLa.3.R.
<br />$. BOLTS ro K ASTM A-A7 GALWR1a8D STEEL DR ASI 30. SERFS StA1KE55 sYm, wml a6 Owl ArNAKR T1EL0 3.573• - 1.SGD' t 1.500 t
<br />17.
<br />Sit f0.9! IOR�ON SHEEETTS P11. 66LrYNiII Y. 9(RL ILTHWEUA it.E/;OIEAND OLY E6'MNWEIITO�tE BW. -16• a*IER OR
<br />I ANCHORS TO WALL VAL K AS FOLLOWS TETWffro SECURE PANELS WITH MPLCAMZ POWOR�MEM OURWM, PENCM Or HRRICANE YARNING52RFNOIHL l
<br />W PMW P BY THE ALUMIDNOON SHALL CO POSIT IS APPLIED TO.
<br />ROUNDED W 0 ENDS EDGE. A/i w4.WD'SE_ L._.•00O•..._ 3C� D.M.,Q, �, O•t _ -- -_- '- - -- _ -^ _- _- .. - ._ __. __ •_-. -- -. __ Jl..
<br />- 1/F%0TA'OCdI A CI ORS AS wlNarcluREO Br Lr.R BULDOL IME (WI ra-319Z I1 tIE R6TAt1AT10H t.ONTRACPOR IS TO SEA,7Fi1ULlt At SIIIIThR OOIMOTEfIT EDGES WHIHCH AEMAN W CONTIIDUS CONTACT wm.
<br />I
<br />ps -) M &A DM M PAEVEWT MND/RW WMSION.
<br />- 1/N- • . 7/6' CALF -IN ANCHORS. AS NA OUT4AED Or DEMW INC. (AWL. I-3000 Pal) I
<br />Ile# A 3/N' 30.41 ANCHORS. AS DIS *SVTW ST ALL POINT 9CEIL, BOLT t SPECIALTY Co. ti STORY PKIEL wSTNLAITON 9WL COMPLY WITH SPECS "1prATEO W /N5 RRAWWG PLUS ANY BUILDING AND ZONING REGULATIONS / A. O O 1
<br />(Mn. re-3000 PtL)TO
<br />END2 It HEAt1ER 3 U HEADER 4 ANGLE WITH STUD /a�T ANGLE WfTH ._.
<br />%/M10 PAFTEtAINE FEMALE
<br />O r PANEINIATE PLUS AOCIGIIS. AM WMIFAL'RURm eY E1DD GONS7RUCTON FNROOLICIS. 13. (4) THIS PAOMM CIFULATION DOCUMENT (P.E.D.) PREPARED ITT THE ENGINEER IS COEMC AND DOES NOT PROSE WFORM W Bell MUD (N.7.Sy + e V O+©,v ®' `✓-r.
<br />- 1/y a Cr I/P-peP ANMORS. BE IMHKACIIAREO M TRV-FA6T COIRORATKNN (1'u3600 Pu) N_.-._.' i.•-3-....-; -3' LOAN
<br />(LAN r'v.33Bo P�-I) FORA 9ii SPECIFIC PROJECT; I.•. WHERE M 511E Cox0ITR0N3 DEVIATE FROM THE P,ESN .-.._T I. , 1 f4, 2/4. 3/4, 4/4. S/5. 7/5w T' , '
<br />(►) CONTRACTOR TO K MWOFGW FOR THE SELEC". PURCHASE AND WSTALLATION WCLUMK UHE SAFETY Of THIS PRODUCT 6/S
<br />I , 5$ 9iT, WAM' tut/t0, ZW/10, 3W/to. 4W/10,
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