|
-*EZI/18.
<br />EZIW/IB ANCHORS
<br />--(SEE SECTION Car A MIEPINATIVE 1EZIW ON SHEEP is)
<br />)(SEE NOTE 2) 0.4 1 OW(saE 2)
<br />491' SjV.-0 At UM,"UW
<br />Orr 3118
<br />POP W40 LAST PANELQ to SEE INSTALLED AT EACH OPENING SHALL ALWAYS Of
<br />�71 _T I P"rDED W/ REAR HANDLE TO FACILITATE wsTALLA'noN IF WENDED
<br />10 BE INSTALLED FROM INSIDE OF STRUCTURE
<br />T
<br />A, PON
<br />NOTES
<br />51aft
<br />I I T or 'L' (1) C4(LfjS E-Z H00,10 STORM PANEL ".TEIA )NW I C.N a
<br />(END PANEI� 1 �Iri RiP'TIANIL) I '�INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) PANEL + C-t TRACKS TOP & BOTTOM
<br />SEE. NOTES 7. 3. 4 1 SEE NOTES W. 3. A (2), END PANELS SHALL ALWAYS BE CONNIECTED 70 BOTTOM IWR
<br />I a'-ft, OTHERWISE A STOP RAR(rSHALL BE PROVIDED At lot' Of SUCH
<br />PAN "u" T,, PANELS
<br />U. UfNG
<br />_47 a 400 p.1 To (3) IF END PANELS ARE CONNECTED TO &OrTOM TRAM, CONNECTION
<br />.
<br />SHALL CONTST Of 1/4" --20.3/4' %US W/ 7/8*0.3/32* WING
<br />NUT OR1/4"00/4' MIn THUMBSCREW INTO TAPPED BOTIOM
<br />4 S. BOLTS W a FA OVDUM MACK LOCATIO OF FASTENERS MAY BE AT EITHER OF TWO
<br />I'LL APPI r-AMZ) EXTERIOR I"LAT �rLANCES OF END PANEL
<br />I L • of (4) IN CASE THAT END PANELS ARE N07 CONSECTFO 70 BOTTOM
<br />TRACK 6 p. A S70P BAR IS ONLY USED AT TOP) AT I EAST TWO
<br />PANELS SMALL BE CONNECTED TOBOT70M TREK USING SPECS
<br />INDICATED ON NOTE. IN SUCH CASE, `CONNECTION OF
<br />J _J_ LL J -i-L.L. J-1.1 1. L JJ I.L. 1. _J_J_ L1 _J_J1 1 j _j_ L. L -1-i L'�J_J_l LOT -1 -1- PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION
<br />3- Sit NOTE 4
<br />I-lid/t INSTALLATIONS ONLY VALID FOR 0040
<br />OIL 3 "C"Ops SPEED UP TO 170 -Ph.
<br />NET ?;FCVC`N 1121 ALIFRWIVE E211V 04 SkCC7 15)
<br />EZI/18,
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANELSYSTEM
<br />SCAIF: 3/32'-1"
<br />2.fia7,("k mERAIR I/.-
<br />-1 %612; ILWI)
<br />7 77�17 7 \ 7"1 77'7-i/
<br />VAX. r
<br />SECTION A -A ATx
<br />•
<br />FLORIDA BUILDING CODE (Ron High Velocity Hur
<br />"ify Hurricane zo")
<br />nklim IHC 24 GAGE OALVAHM STEEL STORM PANEL
<br />.44167
<br />Ft
<br />SIATED 11LIE C 0 let 6LO8AL PROTECTION
<br />rT UM PRODUCTS, LLC. 10"t
<br />PLO 20-175
<br />......... ,43
<br />Ire"q f,;,U. n A4 , K_
<br />N,.00,41101% I nopmE
<br />ENGINEERING
<br />EMOINEERING EXPREBB*
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Appikshour Nurrill 17169.1 - R2
<br />EX Project Number. 20,31543
<br />Product folisnuladureor AN Amoncim Shutters and 08so
<br />MorniftecturairAddross: 1540 Dome Rood
<br />Valet Pean Beach, FL 33409
<br />Product Name & Dnopftn" 24ga Galvanized Steel Stooffn Panels
<br />Large folloWle Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Roptad is being Issued In accordance with the requirements of the FW48
<br />Department of Busman and Professional Reguhittion (florlds Building Corivrissuon) Rub Chapter
<br />61G20-3-005, F A,C,. for statewide acceptance per Method 1(d) The product noted above has been
<br />tested and/or evaluated a summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose Intended, at least equivalent to that required by the Code
<br />RO-evaluation of this product shelf be required following porboant Florida &A#dWQ Code modlicillons of
<br />revwbm.
<br />Substantiating Data:
<br />. PRODUCT EVALLIATIOIN DOCLMEhrrS
<br />EX drawing 020-31643 litaill '24ga Golverazod Steel Storm Panels (HVHZ & Non-HVHZ)', shosits 1-5,
<br />prepared by Engineering Express, signed & seated by Frank Berinsida. P.E. al an integral part of on
<br />Evaluation Report.
<br />- TEST 11111POOM
<br />Untform shotic structural performance has been tested in accordance with TAB 202 test standards par tot
<br />raporl(s) OBT.A$G-11-001 by BlackwateF Testing, Inc.
<br />Large IT"* impact resistance and cyclic loading performance has been tasted In accordance wfth TAS
<br />201 Rod TAB 203 lost standards par lost roport() SOT-ASG. 17-001 by Bia&wato4 Testing. Otte.
<br />. STRUCTURAL CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparvilthis ardior rational snalym to quality the folio" deep cdhaft
<br />1. Maximurn Allowable Spent
<br />2 Minimum Allowable Spam
<br />3 Wimurn Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12'" AVENUE SPITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4) 154-0 660 1 (866) 396-9999
<br />TtAP10E"aLNI;iiRiNGExPRrss.coo
<br />E%GINF1AINGEXVR16S.CO0X
<br />to ENGINEERING Page 2 of 2
<br />All American Shuttvm and Glaw - 24gs Galvanized Steel Storm Panels
<br />No 33% Increase In *11owable stress has been Used in the design of this product.
<br />Separation from glazing is not required for installations outside of wind zone 4 and Grosental fwftes
<br />Impact Resistance.
<br />Large Impact Resistance has been demanstrelod Me evidenced in previously bled host teport(a). sod Is
<br />accounted log In the engineering design of this product
<br />Whitt Load Resistance
<br />This product has been designed to resist wind Wits as indicated in the span schodu*is) on fin
<br />"opwOve Product Evaluation Document 0 a. engin"Ang dra")
<br />Installation
<br />This product shell be In tatted In oinks compliance with its respecinit Product Eviguallon Document if a
<br />onginewling drawing), a" with all componsirls noted therein.
<br />Product components shall be of the material ")kited In that product's respective Product Evaluation
<br />Document (i.e. ratigimesting drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shag be In strict accordance with the respective Product Evaluation Document O.Er
<br />engineering draw") as rioted herein
<br />All supporting host structures sing be designed to revolt all superimposed loads and shag be of a material
<br />flided I this producre respective anchor schedule. How structure condfions; which are not accounted 101
<br />in the ='& respective anchor schedule shall be designed for on a elte-specific basis by a registered
<br />proftealonof 00IOWNHEN.
<br />All components which are pormimardly analsled shall be protected against corrosion, coataT171nadon, and
<br />other such domage, at all 11mas.
<br />This product has been designed for use Within and outside the HOT Velocity Hurricane Zone (HVHZ).
<br />lit"Pecullully.
<br />X.41
<br />Frank Bernardo. PE
<br />ExcoNEERinia EOREse
<br />6PF,0046149 I Cen Auth 988.' 1
<br />160 SW 12'" AVENVOL SUITE 106, DrIPPIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAm0ENGiNvtRiriGEXPRESS.00M
<br />ENGjNt1AiNc1!xoRi%s.co;N
<br />INSTALLATION DETAILS FOR
<br />INTO POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z HANG
<br />BLOCK AND WOOD
<br />STORM PANEL
<br />STRUCTURES
<br />rl)
<br />00
<br />CONCAM w-DCX
<br />1/4"d TAPOON
<br />ANCHOR 0 12' OC.
<br />ftEoumo
<br />1/4-0 IAPCoN 1140" HEX WAD TEX
<br />FROM
<br />"Doo IFIM
<br />H" TOK
<br />4'
<br />ANCHOR 0 it, Oc SCREW 4(6
<br />EM OF
<br />W .W.
<br />Vd. -
<br />ED" OF
<br />AD
<br />2'
<br />01=
<br />L _j
<br />I" MM,
<br />10 CLASS
<br />ALUMINUM POP
<br />TO
<br />POP
<br />RAFT
<br />GLASS
<br />10 FEW
<br />It
<br />PANEL LLWGIH
<br />VAX
<br />I PANEL LENGTH
<br />TO 0"� -01
<br />I' Min.
<br />MIT
<br />1--SEPARATION
<br />TO
<br />1/4'0-20.2*
<br />30 11L.
<br />1 Box
<br />OF
<br />I CLASS
<br />"I
<br />liamumescRe-W
<br />n,
<br />ED
<br />C7
<br />)
<br />1/2 l
<br />1
<br />1124*11. IAPCON ANCHOR
<br />12 O.C.
<br />1/6-0 TAPCON
<br />ON
<br />ANCHOR 0 12- O.C1
<br />271- W000
<br />PLXII
<br />cowam BLOCK
<br />REOU*M
<br />REWIRED
<br />WALL mougnma
<br />SECTION F7 I
<br />SCALE 3/8-1-
<br />AWft
<br />SCALE 3/8-1'
<br />yyM/It
<br />E
<br />MIN. PANEL LEN47H
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.&D. DESIGN SHALL BE 2.-6'
<br />- 40.0 pe.f. AND
<br />PRESSURE RATINC; +/ e'-o* MAX I
<br />PANEL LENGTH
<br />0.44
<br />STATE 0
<br />FLORIDA BUILDING CODE (Won High Velocity Hurricane Zone)l
<br />"M PC. 1.0
<br />24 GAGE GALVAWEO STEEL STORY PANEL G000, 0,
<br />PROTECTION PRODUCTS. U.C.
<br />IL ECOis, GLOW PROTE
<br />2. FOR NEW WORD FRAME CONSTRUCTION: WOOD
<br />. . . . . . . . .
<br />I
<br />WSW %I now
<br />Will IL 3331.
<br />OAEMOM TO BE SOUTHERN PINE No 2. W1 SPECIFIC
<br />.
<br />THIN
<br />PHIMIL F.
<br />20-175
<br />DENSITY OF 0.55 OR EOUAL.rrNunlN1-
<br />a-aawlwIAMPX*
<br />_Jf - I
<br />.
<br />Ulm @ or to
<br />IALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ
<br />WIDTH UNLIMITED
<br />(PERA TO PANEL SPAN)
<br />TOP MOUNT (COMN_
<br />TYPE AS REQ'D) swrIONS
<br />OPITONA01--20 STITCH
<br />BOLTS WITH WASMICUP
<br />WINONUTSFASTENED
<br />OVERLAPS 0 MIMPAN1.
<br />APPROPRIATE SPUN TABLE)
<br />PLAN View
<br />V
<br />BOTTOM Mcxmir
<br />(CONN a"*\
<br />REDID)
<br />MAY " AT I
<br />&BOTTOM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />x'T & ELEVATTON
<br />M REQO)
<br />BOTTOM
<br />r*CUMF
<br />(COMA TY
<br />AS ALI
<br />(LOCATION MAY VARY
<br />ICONN TYPE
<br />BCn11M MOUNT (CONIN-1
<br />U"ax
<br />(SPAN BELOW
<br />TYPE AS REQ-0)
<br />OPISTILUCTION)
<br />LJS MAY Be NOTCHED AS REQUIRED,
<br />OPTIONAL S7ITCM
<br />BOLTS IN WASHERED
<br />KOVI D CONNec7lor's AND
<br />NOHOqTjrWjED WHjCH%ATjSFy
<br />7
<br />WING NUTS FASTENED 0
<br />-.11",
<br />SPARS
<br />01 111=1111115VA� t, 11),
<br />VERTICAL MOUNT ELEVATION
<br />P\ (NOTCHED PANELS)
<br />\.L/ N.I.S.
<br />ELEVATION
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS -NOTMIN DESIGN
<br />DESIGN NOTES' I SCHEDULE$
<br />POSITLVe AN TIVE DEW t r1 e VIA Nr 19 P
<br />FOR 0 Wl T 19 SYSTEM SHALL B ET I ED ER
<br />MNS Te NGINACCO WWITHTHI!
<br />4 E!�
<br />M H ' ISTUCIOPI ER
<br />1609 OF THE CIA SUIL NG CODE SHALL BE UESSTHAN
<br />OR TO THE POSITIVE OIL NEGATIVE DESIGN
<br />P&NZ
<br />CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEM110 AS SHOWN.
<br />GENERAL NOTES:
<br />VISIT ECAL.0.10f81l14B
<br />fees
<br />Mei
<br />ail
<br />I
<br />jKT=_Vff_ZF__"1
<br />2 0 4.
<br />4:4 9901 2 2 t,
<br />ING'
<br />12 0.12V
<br />14,
<br />TYP
<br />L WID' Ole
<br />T-u,
<br />1.75 old* 250, 2,000, - 2,0W,
<br />&MAIL OkEMAW"_
<br />3, MO" MAX .3 0 313" 0 -1.3L Sic 1365* Ito.
<br />M50C)"PANEL COVERAGE D.L?r S" ...r, 007:,
<br />14AF75' FAMILLMOTH- Loa
<br />F SlY.
<br />MTTT DMKTW
<br />0.51"
<br />Glow"
<br />c 4-s or
<br />TYP
<br />.81
<br />rufln-,yy I- TRACK
<br />um
<br />370"
<br />09" a 60; , 0 ac"
<br />D94.
<br />Trf
<br />F�� 7
<br />yi- �_-J ___.
<br />111711" c "0" 0 .190"
<br />0
<br />-CK
<br />f r
<br />IT
<br />In
<br />Div
<br />$ ERLAP 2V MAX.GiTMiC "a
<br />4" MAX. A CaffillagalKMOL 1-/
<br />O.lw'J'N �.-. - x Halm
<br />F /F
<br />MAIL.
<br />LU
<br />BUILD -OUT
<br />ONCE
<br />LOW
<br />C 1"1.91, A A-
<br />A MAX
<br />2s, MAX
<br />6 MIN
<br />. - " '.. - 0, 1II e
<br />3.500"
<br />V VA
<br />4" MAX. MIN ow
<br />to 1. 1 1
<br />Wk" MMIL FMIIIID
<br />0
<br />MOUNT CLOGURIF MAIL
<br />I
<br />CD
<br />a)
<br />Cn
<br />-Cu
<br />O
<br />-10
<br />wQ)
<br />Cc Da-.
<br />0a
<br />2
<br />cid
<br />-0
<br />0-
<br />Cn
<br />a
<br />CIO
<br />0
<br />-
<br />CU
<br />CO
<br />a
<br />0
<br />"
<br />00
<br />CU
<br />=
<br />C)
<br />0
<br />-60
<br />CU
<br />i.L
<br />Ii,_
<br />0
<br />CU
<br />>
<br />.w
<br />cn
<br />-0
<br />CD
<br />W
<br />E
<br />0
<br />.6-d
<br />"0
<br />10-
<br />40
<br />CU/
<br />C)
<br />0-
<br />Z
<br />Z
<br />W
<br />J
<br />M
<br />C72
<br />C114111
<br />Ck.-
<br />CL, rj
<br />,MCC
<br />> uj
<br />vo C..1
<br />L4 .-
<br />M CM
<br />46
<br />C14
<br />(6
<br />_<
<br />C=
<br />C14
<br />CU,
<br />GI
<br />.r1
<br />13
<br />GO _r_1
<br />Iv
<br />am
<br />E
<br />Ca
<br />HIM. &-mv,
<br />AN.
<br />159% 7,
<br />ALLOWABLE SPAN SCHEDULE
<br />C, ANCHOR SPACING SCHEDULE,
<br />24 GAUGE PANELS, PANEL FASTENEW 0 12 V 0 C
<br />ITT. TC Is MOUNT
<br />I dip 11 2.1111 War DUTANCE 214- MM bft'rAPiCE
<br />Q SIN l, SN
<br />ALLOWABLE PANEL SPAN & GLASS -6-0
<br />LL T. 1� MAR Dcmu arm up To v-61 sPARL-1 la,W -to M w-w
<br />PAR otma
<br />72 PARBomw cents TVIP E
<br />SEPARATION SCHEDULE: it* or, for, I Zr 2,r 27 22' 2,r 1 0" lr 2:r 26' Or cl CA Cl cz C4 11"Ream"OR , (1)
<br />tr cr zr 2r 2 or, 2r 2r 71,0`1 fftpl CL a Cal t4 cl ti ca c4 cl el a
<br />3126'.1.311rNm r., jo.87 i r, o.s" 12.11, mt 4'.2'EKUO mr,
<br />_ALT =
<br />7 :511r; Z r I
<br />L 1,,t 24 GAUGE PANELS 564 mWoo, Or tr etuff k1-1
<br />21 11-r Or le Ir _w DEW 4)...
<br />r it,, 31. IF fij; RIF it-1G,04. ad, I&C. or
<br />44 �4 14.0" 0.2" 5.5' 1112.9- 116.0* al" $.S" Mv,
<br />A'* "'I':: I'1', l': '4 14 12.S' 116.0' 1 4 AE -
<br />,1 1,215" 417"
<br />5.4 le.w.1111" ?a 12 1' X.V' 147-
<br />("IL1,10101"DroNE41 ESS!"Ai r idg, s,r ox jLL JiL 2.fG.OJ_
<br />12.r 16.01 11.5 -
<br />MAXIMUM 4- i-3 12.5" A44� ILIT' 12 -14, 1 ur cNIAX. 33 12. r. To, NO, 12.3" 141,311
<br />iP.It I "I
<br />GR■
<br />EATER 1 4-1. 44 IFF 1. LI S'. ItLo" -11.+.' - I* I A w000 Ittaw 41 Mo. A.d. 14.3. ir b.:: SPAN it tTH.) I'MAKWAIRYVIGRACK 10400130-011101/tGRAQ!, -kw- si ear 36 -2 7 1-7, T M 1LE 1r, a. =jH±j -..dC
<br />Go LES. 14.6. IN la-T* Wall 11141, 3.11" 12,V,
<br />ol". ALLDWAMU INMALIATKNOMS 4"SIAUATION$ -x 12 U 51' lacy' 11.1 it Y, %6 oll 1.61, 38 3 1 a
<br />4
<br />ljosl. 606. l Ia.. D- Ilt'r, 1-o' 9,61' 11.5" ICO" 9.6" 12 51' Is& %V
<br />Lj Ir -.5" 24-c"aE o's., 12.#" Ica -
<br />A 33 E2.5, W, %&o* la.v. w.d. lj�T- lz.s-- 36.0- lox'sggggg CIO 12 lie. 1-3/4
<br />\0 U3 f3l, 6a6.. 2161. Mtt 7. LID 3" is C
<br />aS, 1- 1-1. .0m.. 1 41 12 Ti R L311 to a, its, 16.1)" 32 TAP Na -cRw 41 O.F, A.&I LIL 12.5, ISO' s.2" 32.7,
<br />RIF,: mt' 2'
<br />48 12.5 11'al 31OW, 13 12 3" 51' to a, 1. >
<br />4, * 49 Lao 01 11,
<br />fAs 6oG 16 1,, 14.4" - - - d - - 0
<br />_T III .11MIAI 14,& ILVI %I.T .41 L2 I L 4§ ONE 1.
<br />AD 12.w* 14.1311 12 r, 15.13
<br />13� -iAlld .1 so keol, 646. 16. ?a 121r, 41,011 Q11,11
<br />6m 3) LL1, I
<br />042"
<br />ke
<br />1) 4 IKIINT- 01TIOW., MON f� I - weep DIFTAIL
<br />Laos. 6u@. jsw TS 1.
<br />-1 __ - .- ." 1. _. "'l. 41
<br />oil & OKI 2 51 "' - --- _t I HIk• �N . H14t-11 011W, Oft 0 1 THE Qn111� PGTTI� .- H1. 44 2w IS, Ilk a. -I 4 49 Ut 5. 6,25" 11 6.2r
<br />7.14, t.. 11 1. `,Q IN _M T- 14, &2r, it fo
<br />59$tn
<br />3641. Gill. ALL 124� AIX
<br />gle I W 14 Ax.yl Ic9l, 311.1r, 31.r. 12 Tar lif-114. - 1 1. 1 - __� 6 W e 2.9" OEM DISTANCE I 1WVOo
<br />I&S"Malwoura I=PN •2 _%B 1. or le I k
<br />Ll�l X� _c / w}CA Z - 31jr � 4 s<
<br />Nil
<br />ANCHOR NOTES;
<br />omm�-T-. hru It., 48
<br />I ANCHOR SCHEDULE APPLIES MALL PRODUCTS, k;cHF FIED HERM, BUT ONLY PROVIDES C.V
<br />13 14 1
<br />SPAN SCHEDULE NOTES: MAXIMUM ALLOWABLE ANCHOR SFACIM, MAXIMUM ALLOWABLE SPANS AND FFUEUVRES INDICATED
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE 4 tz's. L3. r IN GPM SCHEDULE SMALL APPLY,
<br />2 6NIfKANGID9 SMIMOULE BASIDON PANEL FASTENER SPACING, IKE EXISTING STRUCTURE
<br />DETEMMINE MAXIMUM ALLOWABLE STORM PANELNEGATIVE �DWGN
<br />31� MIGN LOAD 6 PANEL FASTIRIER SPACING TO L 40 &2!r
<br />MMO. �, 9 - t I I
<br />V MATERIAL, BAN TYPE, Sel-ta O&MIGN LOAD GREATER THAN OR EQUAL TO
<br />OR. SPAN. ONE., R AND SELECT SPAN GIOT Ell THAN OR EQUAL TO SM LIET fit SPANI.SJURCT
<br />U.1 iCHEME IS ACCEPTABLE FOR USE WITH fi! 6.25" ON
<br />Uj CONNECT! IV" BASED ON MOUNTING CONDITION (SEE MOUNTING DEETAUSCIN
<br />POSITIVE LOADS LESS THAN OR EQUAL TO pAm. Z I WIND
<br />Irve =,Ci Cl. it NEGATIVE DESIGN LOADS. L. 1-1 < 1 01. 1. -1/w ~ I C
<br />I V1 Woewkl 00,10tt SW IL& TAPCDN 41 241,&' 6.0' JIM* - 4,1" 4d� 6AS" 10.7- 4.3" 41.0-� 1 'PAWL
<br />2- 'PAWL FASYENERS' ARESTUDS USED IN = ".I. X .1. 'Im I'.. &zsl* 14.11 411." &23* 1107" 47" 4.0'
<br />STUDS USED TN ODWUN4TlON WITH AIL MODNTiNG EXTRU510P8
<br />v- C 1".. 1, �T'� lP_ 4o Go' ("r-TRACK,STUDInD ANGLE, EM
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS US 6L2j.00 PANEL FASnNEFtSPAaNGlAALLrVALUrLSFC)4
<br />USE 6 2S- so 4,6- 6,25" 14.7" -
<br />j-V-7AACR. STUDDED ANGLE, rrC) 10.7' 4Ll' 4.1l' A NO suraxin coNDMOINS)
<br />O.C. .PA EL FASTENER SPACING TAW VALUES FOR 72 To_ 40.1" 4.1' 1,0' &;a" MY" CIL' CIV C25- J* 4.3" Cr 4 ANCHORS SHALL BE INSTALL= IN ACCORDANCE WrrH MANUFACTURERS' RJECCHMENDATTIA& CIO
<br />yx ALL Fr- AND'tr-HEADERS (INCLUDING BUILD OUT I or Ia ". I"'ll V! Iaf Is U" ITT" Tf 42 T' ID o* a'. I IF. S. HOLLOW 54= HOST STRUCTURE SMALL CONFORM TO 4TI4 CW OLOCIOL,
<br />I& 1111M, 1 6 MINIMUM WUMEW SMALL BE AS NOTED IN ANCHOR SCMIEDULE.
<br />J:JCONDITIONS) Poo"SOLIG on 12.!" all 12.51,14.01
<br />). LINEAR INTERPOLATION BETWEEN LOADS 15 jE HER
<br />1�1` 00 441 =R, !Effih� GO-, - OF- *"F,- 1. W.. r-, 17'F' ?HISMIN[MUMEMBE ENTAINCIEDGECISTANCTEi(CLUDIESSTLIC FOAM, INUCK, AND CIT WALL
<br />_eS
<br />I ACCEPTABLE. OTHERWISE U56 NEXT HIGHER LOAD. 52 -fa-s.- 160 , '.F.2' 11.111 0.0' ILI"' &Z' 12.9" 16.1), 7.7 Tr FI HES WALL FINI
<br />D: & I.
<br />a 1.21. T.1' SH COATS TO
<br />ME LIMITED TO iW MAX CM SHALL BE VERIFIBD BY DrHFFIS, 701
<br />.t, 11 12,111 1 LV 4.2" It. IV- 140- 1.7- 11,2" ADIEQUATtLYTRANSFm AM to HOST STRUCTURE.
<br />_1�2_ 9 WHOAR
<br />L.ItAA WYM. --- 0, CONCRETE ANOIOASNOI90 HEREIN SMALL BE tMBBDDED TO UN -CRACKED CONCRETE ONLY
<br />GLASS SEPARATION NOTES: 21 .9" 11.0" 6.4" 4.1" &Zr 1 .3' 4.6" ExIsma STRUCTURE is NG CONDITIONS MAY VARY, FIELD
<br />VT I I li� BOND So 16
<br />10 IVA. 1.4" %r I, V ilUry THAT FASTENERS ARE INTOA�� MeMSeM, HOT PLYWOOD, PASTMING
<br />CU
<br />cvx I WENT !RPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE 44 TO PLYWOOD is ACC&TAou ONLY Pot; $lce CLOSURE PIKES.
<br />041 * 4,1' 10 WHERE ANCHORS FASTEN TO NARROW FACE OF STUD PPAMING, FAST?WRSHAUL BE LOWED IN
<br />9 MINIMUM ALLOWABLE SEPARATION FROM THE OPENING 10 N PROMTED III L.
<br />c ��.S Ekito. I.
<br />NO 2. SCHEDULE is REQUIRED MR USE WITH POSITIVE LOADS ONLY Q D� 15� CENTER OF NOMINAL 2 X 4' (MIN.) WOOD STOD 'Ib '111110,11CILLF - V, LL DISTAACEIS A=PTASLr FOILWOOD Cn
<br />t66
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NExT HIGIHIA Icl� -ft FRAMING). WOODIETUDSHA WSOUrNERN Q-0.55 OFILGREATER DENSITY. LAG SCREW
<br />LOAD •rM
<br />t I FOR INSTALLATIONS OUYSICREOF THE HVHZ AND OUTSIDE OF ESSIUVIAL SHALL PAVE PHILLIPS PAN HEAD CA HEX WMILD,
<br />:TkC, t4fir, It REMOVA6LEAt4CHMARE DEWALTPANELMATE,ALL-POV4TSSCU"L�r45RAS5BUSHLNG
<br />A FACILITIES IN ASTM WOOD ZONES I THROUGH J� THE GLASS SEPARATION M IAACKNESCRIttofil $101.1. HAVE 1/2' MINIMUM ?NGAGEMENT OF THREADS INTO INK BASE
<br />SCHEDULE 15 NOT REWIRED AND NO MINIMUM 5IEPAAAIION FROM THE DI mwmowoot ANCHo
<br />ww- OrHA-e 13 R AND MAY AVE E"H" A PAN MESAT04TRUSS HaNDe WA.PEFOHR.AfD�,01111,�41,Ft wLr) DN.0
<br />or XC UO STUC R RW L I
<br />-31543 -31S43 MIN]ORRI EMBEDMESIT AND EDGE Na NISHES. 20-31543
<br />20 PROTECTED OPENING 15 REQUIAID, IIINAKI�
<br />XIO _INL - 14, sal DMGNATE5 ANCHOR CONOITIONS WHICH ARE NOT A=PTAE[LE LEBE&,
<br />0 Ij- 113_�
<br />IS * DIRECT MOUNTING CIONDVIONS
<br />Hl UNEAR INYERPOLATIDIN 15 NCIT PERMMED FOR USE WMI THE A"CHaR 5CHI5UUUl!% Lj6TEW:PN
<br />01 THIS Swrr
<br />j
<br />Z
<br />-AIL
<br />M RESS PANEL DETAIL
<br />. I ...... _t". NWONAL INTERIOR FASTENING DETAIL Z
<br /><
<br />a.
<br />SHEET NO.
<br />SH 1,5
<br />
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