|
R,- - ,-wIAWpL■■-. ., - i 4 _, - .:: )- ,I-- - --!Em-- s i uii4d _ _ _ _ „1,.1
<br />Ju
<br />Z11LIEC
<br />PRODCIC r 9V LUAMMN E1MI NLl. tb. OC q
<br />-
<br />p�AryC)CT-wA_e:ClATitllw'RrPOB.'t N0 2oXnY.m T
<br />INc-
<br />TILLR TESTING s ENGINEERING COMPANY
<br />Z2.-MTREPORTS:
<br />8. ERIAL CHARACTERiSTIC8AND -SPECIFICATIONS:
<br />�'�
<br />.
<br />WATTRR A. nuir,, iR., P.s. alteca0w.wrii
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />Ft. Pk. UNIDO No. 4,14
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />ire 9
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.). drawing
<br />) g
<br />,r A 1.-141-OIX1A719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No•20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-669 dated 08/09/1996, #96-670 dated 09/18/199e,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 2o•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 04/16/1998 and
<br /># 2128 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0729.01
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. Henry Hattem, P.E.
<br />and
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 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 CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tllteco, Inc. and signed and sealed by Walter A. TYIft, Jr., P.E.
<br />PRODUCT BUYI-CATEGORY: Stone Panels
<br />2.3• STRUCTURAL ENGINEERING CALCULATIONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 162D.2 of the Rorlds Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as welt as maximum anchor spacing vs. design wind bad and panel
<br />MANUFACTURER
<br />length based on ratlonal and comparative analysis, and In accordance with
<br />7.3. Product shall only be Installed Into poured concrete, concrete black, and
<br />4800 S.W. 61 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tifteco, Inc.,
<br />wood frame sttuchlres.
<br />Devie, Plorids33314
<br />dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillk, Jr., P.E.
<br />1, PURPOSE OF EVAL�!ATION(
<br />3. MISSILE IMPACT RESTS [ANCE2
<br />Product Evaluation Report prepared by Walter A. Tlilit, Jr.. P.E. (Florida License
<br />This is a Product Evaluation R
<br />Report Issued by Waiter A. Tilllk Jr., P.E. (System
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 441Mi, President of T}tteco, Inc. (Florida CA-0006719).
<br />ID # 190e) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.3, Mehod ID of the Florida Department of Business and
<br />4—"NO LOADS RESISTANCE:
<br />LLi11NMwna1"'
<br />a. A�CI
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />e���P
<br />�•' VCENS �'
<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,'I-.---
<br />16, 19. 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawIM No.
<br />44167 '
<br />:
<br />been verified for compliance in accordance with file 2020 Seventh Edtion of the
<br />Florida Building Code, and to verify that the product i8 for the purpose Intended
<br />20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />__ i : SE'
<br />- 1
<br />7// tf , STATE OF
<br />at bast equivalent to that
<br />q required by the Corte.
<br />14, 15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />---__
<br />Oplt)
<br />This Product
<br />drawing No. 20.178.
<br />,:
<br />�!,�s/-..-..
<br />Evaluation Report shall be subject to review and revision In case of
<br />II. INSTALLATION:
<br />'hill "
<br />a Building Code change that may affect Its limitations and conditions
<br />oil
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WATU
<br />2. EVIDENCE SUBMITTED•
<br />sheets 3 thru 7,10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<br />D:1 T L1 TECO ADMON RECOR'O81 P. a. REPORT.201 OLOaAL PROTEL•71ON PRODUCTS. LLC 120 SAGE
<br />21. PRODUCT EVALUATION D0CMMEn(P,E.D.1:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />OALVMOZEO STEEL STORM PANEUDRWIGIOW17111 REPORT/2D-072&Oi
<br />Drawing Na. 20-176, titled 020 "GE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 2fi and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No 20.178.
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tlllit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part ��iit
<br />{(Hulullhlgl,,
<br />Evaluation Report, _ a� R A, r!(%j%
<br />�'
<br />•.!�
<br />g A. Ti(,r/r
<br />?::ii . ,}CENsP*,'%P
<br />~-. - � l.10EN4
<br />- `�.. -- No. 44167
<br /><a ,--`._i_..�-44167
<br />/
<br />'. -,dg'� *' ,* 7F-77
<br />'
<br />STATE OF :.
<br />FSS,10F10 •i�1
<br />•t''' . \
<br />6355 N.W. 36th Soleet, Suite 305, Miami, Florida 33166 - Phme: (305) 871-1530 - Pp,; �11f,1100. 1
<br />'
<br />,%,, tea a
<br />'''u"111111111,uAl"�
<br />anRHunH,1
<br />1 1 L 1 E 10 c.
<br />TILLR TEsTime Q lNOINlnair o coMPANY
<br />WALTBAA. TILLJI; J1(_, P.E. tfheoo@,01.Cotn
<br />PRODUCT EVALUATION REPORT 'J.Pr I•►...x. 44Lc7
<br />FI,I:ALiN V*.00061It
<br />REPORT NO.:
<br />204727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLC
<br />4800 S.W. 51 Shoat
<br />Davis, Florida 33314
<br />a. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />61820-3, Method 1D of the Florida Department of Business and
<br />Professlonal Regulation.
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida 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 Code change that may affect its limitations and conditions
<br />Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an into A�lpllffl[vtli415
<br />Evaluation Report. 0$ ,:,, C/T,
<br />-.�-��-' `� 167
<br />7l%4 , +P9 , * ' *
<br />/ 1 1: STATE OF : ear ,
<br />'-,.'O`-..."10RO.-. -:k;yJ
<br />6355 N.W. 36th Street, Suite 305 Miami, Florida 33166 - Phone: (305) 871 •
<br />2
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.12 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 />Lob of South Florida, Report # 0814.01.01 dated =11 /02 wftnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No.
<br />0219.01-69, 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 1600.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.0110, dated November23, 2010, signed and sealed by Juilo 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. 1OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2,3, 9TRLICTL�AL ENGI fi ,IRIN "p CALCULATIONS*
<br />On 24 Gage Galvanized Steel Storm Parcel 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 ratlonal and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo,
<br />Inc., dated 12/18110 and 08/27113 (forthis revision), signed and sealed by Walter
<br />A. Tllllt, Jr„ P.E.
<br />S. Mt$SILE IMPACT RESISTAN•fa I*;
<br />Large missile Impact undersoodon 16091.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201,
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized Steal 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. 20.176.
<br />Maximum Anchor Sparing shall be as indicated on sheets 6, 9, 10,11, 13 thnJ 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 12-99 Standard.
<br />pennLem'EV. TAIATI RIMMINIL 104TIZZ 3
<br />5. INSTALLATION&
<br />Installation shall be performed strictly in accordance with details indicated on
<br />shoats 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 I S. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />t MATERIAL. CHARACTERISTICS ANDSPECiFICA DNS -
<br />Shall be strictly in accordance wfth General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-178.
<br />7. LIMITATIONS AND CONDITIONS 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. 20-173
<br />prepared by Tllteco. Inc. and signed and seated by Waller A. TiIIM, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 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 WaiterA. TVIR, Jr., P.E, (Florida License
<br />No. 441671 President of Tiltsoo, Inc. (Florde CA-MIS719).
<br />WA'nLL
<br />Oa TILreC0 ADMON RECORDS (
<br />oAL 10ND STEEL STORM PANEL
<br />ULA
<br />29M NOTES: 13) N CASE THAT FWM EIGAsr STOW. 01 PRECAST CONCRETE PANELS. sn1COO OR WOW BOARDS ME MU" ON E COMPONENTS FOR REGR 11/2-11LIFSAFETY STORM PANELS
<br />1/4, 2/4, 3/4, 4/4, S/S, 7/5,
<br />IMOLASM a/SRK TALL, ANCHORS SHALL BE LONG ENOUWI TO REACH THE MAN STRUCTURE BEHIND SUCH PaUS. I'Al/ / / 4W/10.
<br />_.-..1s1"- (I'm VAM)._._ ..-,. ._.__ _ _....._ . , ,f,l/a (TOTN wane}_ .. W/10, aW/001� SCCOR PANEL WITH
<br />TH ON 11pS PROOMCT 11wLWT10N DOCUMENT ►[.D) HAS erEn vFRPwD FOR COMPLIANCE W ANCHIORAOE fH1ALl H As ►at1T10nED N 0.1) AND N s2). ---_- s
<br />(` - --
<br />ACCOIOANCE RnIR M 2020 (7M, EDITION) 0f THE nDRIq BHADI,e COOL (C) IGlila➢tri.BOra-ILBtl. srinle GRN,m_ O . e.� wlu .- -e , a _.... 1LSOO• tUrECYK *VM}.._ _ _._._-- - -, i t•. -. .__-- a730'-- - r, 3' SNA 3• MAX_OFIRON waND LOADS 9NNL K DETERMINED AS PEW SECTION 1Hp Or THE ABOK IW'RT,011ED CDOC, - 1/4•t MPCON HONORS. AS LWUFAMIIRED BY ,.I YI SUIDDI, ,NC __ ____ _ __...
<br />/14-10 PANFLNATE FEMALE D AND PAML1AIF PUK ANaRORS. RB MANUFACTIRaD R1' ELIX) CONS7RLIC71pH PRODUCTS / ___.._.- _.__.-. 110118.:OR WOOD SEE SECTIONS ON SHUTSSIRTTS 6 1 B ^! I' MN. :
<br />FOR A WSW) SPEED AS REDIARED BY THE JUIINOK110/ WHERE THEIR ANIRERS WU K MST AND - ' _. _ ♦,Ipp- ; "N,5w
<br />MR A DIRECTIO4MM FACTOR Rd-O$$.USING ASCE 7-le AMD SWUL NOT UICEED ?HE WXMlWlW (AS.D) - 1/4•r LAO SCAM PER N.O.S. , I r--I.3P0 1.-"'-, )W L� ..INDICATEDSHUTS16POINT
<br />ULTIMATEPER
<br />r--,--,-'-1--I--- 7-11- ..._ _ _-----
<br />SHALL K 11Rft MDUCED ro A 0. DESIGN WIND LOAM Ill' MULTMYM THEM BT Oa N ORDER ro C,) MIMWM tHIIL(ADEp PE7•iwAION INro WOOD a TAPCOI ANCHORS sHIN1 BE 1 ,/Y AND 7• TOR UCO PANUWTE PINS I "I -_ '' ,asp' . � "an' 7Ao" Off' O.O ® (-T-j�'1 1 � , , , f-T ` i I T-l-' ,I . I _.I
<br />Cbw•ME THEY W/ MAR, (ASD) OEINGrR PRESSL111E RATINGS sOITiOtO ON sHEE75 7 71Bu ,7. ,4, ,S. 10. la a 70 AND PANEL/ALE FFALALE D. /{ ,' I.'GLOGAILMANIID m HDAWQ 1' WOE / /! I '� 7:61r I: OMSOw eNv. mr, 'A J / O{{-y I•®.H®•©
<br />C.21 MaNBNM THREADED PCINETPMtON K LAO SCAtw, Wig THE WOOD raALJE LW SF,ALL x , 1/7' No 114R[/OEO 2.7 ,) TYP \ ALIHt A-e!1 r 2. `Y I TYP, �/
<br />IN OAOER TO VERIFY TWIT AN(71O15 ON 7N5 ►EA. A! TESTED WERE NOT ONUI sTgCS9kD. A 3JR NNCRDLI W ALLOWABLE PE%KIMTMN INTO STUCCO SHALL IN COMSOORED AS PART OF THE REQUIRED THREADED PENETRATION. - - - EDwTJE \\i 01wR So M"MW DErA1L a.] ' -- OErA< Lj ! r • / 2
<br />SIRU.S FOR MW LOAM WAS EIM USED W TOM ANALYSIS. rAMMERS SPACING 10 WOOD HAS HEN DETERMINED IN ^7
<br />ACCORDANCE YAM N.O.S. 20,a. C.3 MINIMUM EDGE DISTANCE OF LAO SCREWS: WTo WOW SHALL K AS INDICATED IN THIS DRAWWC 0-10 ONv. �I ���
<br />! - ---- A------.--'----_1.3110• ---I 1-------`Iy.7- .............. '` ' '- � i I 1 1
<br />11
<br />STOW PANEL'S AOE0,1AL.1' FUR 11MACT AND MO RESISTANCE 11A5 HEN O,TAe'm M ACCORDANCE WITH SECtgN late OF N N
<br />THE #AMS".,U LH[111OIIED CODE AS PER HURRICANE P$Wi fM4 a TEs1R10 WC. REPORTS as -Bert. Ba-570 t 96-7]0 AND CA) MMw11M PETElRAT10N OF wpOp BUSHING Sill K S/11 I/a' h=0 SCIaFR6 YBEp gwi H , I/2• LONG MNRIUN "
<br />FE7[STRNION TESTING LAB "C., REPOwTS /202E a /212, AS PROtOCa9 TAa-IIO,. ills-707 AND TAS_p3. 91014D STUCCO D(6i. AND t• YRaNJM FOR WALLS MM NO STUCCO. - __ _ _._ ___. a.2S0' _.. _ 1.3SO• .. ._ _ __ n __ ' - _ .._ ..- .. �r -._ _.
<br />1-1
<br />_ _..... __.ET - _ _AS WELL AS AMEIICAN TEST Uft Or SOUTH FLORDA REPORT 00•t/e.01-Oe, AS PER tAS 201, TAS 207 AND Y. • '- .. [.1 .
<br />7
<br />TAS 7os S1AWotlDl. GS) N CABS 11Mr PHCAIi Si,wRL OR P1EfJLRr cONCI1Rt PANELS, STUCCO OR woDO BONGS K ►OWD ON TIE [EISiRD � STORM PANEL © END STORM PANEL I ',
<br />2 ALL ALUMWUM ERiR ,OM /o K a063-te ALLOT AND TUOD. AWLL. RAGE SHALOM"
<br />HALL S IONO EN IN .1 IaArl11 THE MAW ITRUCTUR[ BENIO SUCH PANELS.
<br />(LRAEsa oIHExMSE NDTEo) 1iQ SHEET 2 A1N010pACE &INL K As IEN110MCo N c.1). c.x) • c a> ( 1 , _ y. _ ._ I �'/ : � I{r
<br />a ALL ALuNON BHNEET METAL USED A7 CLOSURES 9HNL HAW ),D,-Ht4 ALLAY. (0) ANO"ORS SHALL BE INSTALLED POAM" ALL. OF THE RFONIME/OADONS AND Ve"ICATONS Or THE AW"W'S MMRDFACTUROR 'I 7.iDD•--------.-. - 2.167•-- _ 1 - _ _ _ _ _ _ ; �y
<br />A ALL STEEL SHEET 40AL PANELS SHALL HAVE STRUCTURAL Ow,UTY STEEL ASTM A -WSJ CRAM SO MWMW. O-so AMNQI END w�,��-,
<br />1 --,� .110' 'T• qq .12V .aIO. � 1 {Y-24 , 4,0 fp, .t2- , .-1 I Serb FI U 1 1/4a-T0.1-_ _ _ I �^
<br />0 PAYU.B NAY AM K INSTALLED HOAZONI ALLY FOILOWNIG INSTALLATION M&S SHORN ON SECTION a THROUGH 10 (SIIEM 4 ,1W 1e6• % w., a(N ,EUIQ UNBOLTED PAIKLS r -
<br />rxvN,zEo sTm aesMNAnIW w/n. se.s Ih (AFTER ROLLED)w/ EArm mxi .1Go• R a 1 ! ae mo NYE>m B.s siw,wBnD - .7so (SEE sEcraNs rA "/s• Mrs mar w/ 7/e . 3/a2 r
<br />rHRIM ON 6) otow THAT H EAMM m a (,11 sNNL NOT BE USED, �• • 7 W Aslue •S. Avw a � 1 e EA. ovtmAPS, Nl SOEwS ro H STUANLLIS STRL 30a OR are A1s1 Aw[S art tORRoaIOHM R[315TAM #TOTED CAABON STEEL AB PEA 9 IT sHMNi BE THE REBPOIli19l1TY OF 1NE CONTRACTOR ID Y[RIYT 1HK SOUNDNfIS Or THE sIRUCi11RE wHERE 4aJrTEW 01 ro K /W ( I t 1E ,/r aL ,2 ,/Y OF. I '�I�IE) (SEE SEODONS As APPLICABIE)
<br />�1MUII 4001e 11/ 110 at YIELD STRENGTH AND a0 A■ TEHOLE STRENGTH a SHALL COMPLY W/ Fl.DROA BUILDING CODE ! 40D6' 1 _OIyL"�-
<br />I - I I
<br />9EC7,ON 2A, 1.3.).{ ATIACHED TO WSURE PROPER ANCMOPAG[. TMS SHU"LA SHALL ol1tY BE ATTACKED To CONCRETE. SLOU OR WOOD FRAME._ _�. _�- -1... L.:'. _�� l...l __. t-----... ... Y3.a7s T.II00• 1 , eo0•.1 __.j ._1 1..1
<br />IAILWOS.' .oea- Aa3• , 2f• 2- Hr pj6• ..�:;--
<br />a BATE TO H MIN A-aM MVIM= arm. OR ARS$ 304 SAES SIAKJM STEEL. WITH 30 Ice, MINIMUM Y4LD \�-'- -1 Ma a ' T..[TAa:IL't6_l BL.114 _ tt.-__1 .. \4`� �,I; �Yl i - -- - - - -- - - - D.W a 10W DN sAEErs A e a 12 RESP[CRY[LY, s1w1 HNAVC A LL•aeLE Wo READLLY vslxE MARIOMG ,NSTNIC,.ID DNNER oR �Y' ,IOaEDi.' f __. _ _ _ � ,». r IIT..(,�.S,NENeiI. ,0. EACH Haug StORM PANEL Ia1N LENGTH: oL(3, B•-B tHR0U01 f2'^a•, As PER Yz:IONs a. 0. 6 ! ,0 AND ALTERNAtT73 sw.__ .. .. _ �, _ .. LI.Soo � ,.
<br />D250' 2.+ a• L. E
<br />T ANCHORS TO wall SKILL Y AS FOLLOWS TENANT TO SECURE PANELS MI" APPLICABLE RW1F0110ENUrr OUROG ►UIODS or "L*RrIIIE WAI NHG R a )75 S Mm. ..,.B00
<br />(A) TO COZZ6 POCOFD CORICIETE. 11 THE 1NSTALLALON CONIRIK'" IS 10 SEAL/CAULN ALL SHUPtER COMPONENT EDGES W ICH RWAIN N CDNrW-" OONIACI 1Nn, L.- :I �, Pwu a �M,�
<br />1/4'0 IAPCON ANCHORS AS MANUFACTURED rY ,TW BULDEA. INC (M•• re-3,s2 P•-') THE BMMDWO ro PRLVCH/T TARRD/RAW NTRIINON, ISOMETRIC 1rIEw DETAIL A 1O•.. lr._ U
<br />1/4 a . 7/6 EAtA-N AI+cRIORs. AS MARAACnREO By DEIIALt INC. fwn. r -aooD w,J _ PANEL INSTALLATION _ k COMPLY _ SPECS _ - z.000'--- 2.ow' --
<br />3/4'
<br />US ANY BUILDING AM
<br />1(".. rc.3300SQ1D-sEI ANCHORS. AS oIaIRWUlU7 n ALL PUNT sdEY1, ear a sPEtMlir CO 13 STORM
<br />(O 1M6 try
<br />THE
<br />RODOOEVALUA1W DO K PE LP.E.G.) PLIED TO Br TMSrEO IN WENgNCEN ISPQENEIIIC AND IMFS NOT 7PROROE NFONM qNa "SRO O O � ® ® +©•®'� �, - -- --- -- - - -- --- .... _ _. ..- --
<br />WNEA[ THE _. _... • • • • O O'O ®' '� O ... .. ( - - 1
<br />R011110E0 CORNEA a ENDS OF PANEL'S 11 D.M., 4 h
<br />RIEVtRSIE STUD
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