|
- - - I __ 11 1
<br />.Jh.EZI/18.
<br />P-EZIW/18
<br />NOTE
<br />N$CMM
<br />=YKIN 01 & ALVIDINAW& 12110 ON Saw
<br />(SEE
<br />_0`4
<br />_3/15,* ALIA~
<br />POP $11YET
<br />17'ou PANJ)
<br />R
<br />I R PAN
<br />(KTERSOR PANEL)
<br />OF 'I,
<br />(END PANEL) MAN
<br />SEE
<br />NOTES 2.
<br />j
<br />3,
<br />SEE NOTES 2. 3. 4
<br />6,-0"
<br />I VAX.
<br />f PANEL LEN
<br />Vo P..t
<br />Ts
<br />SECTIONS APPLCABUE)
<br />L
<br />(SU
<br />5"
<br />T
<br />OF 'L'
<br />[T MAI,
<br />HTTF
<br />3- M_
<br />a*
<br />I. �.
<br />3
<br />jlIE1 T* VIA,
<br />ANCHORS
<br />'-(M SECTION EZI A, ALTERNATIVE ICZIW ON SPECT III)
<br />EZIW/18
<br />TYPICAL ELEVATION EOR SERIES 2000 E-Z HANG STORM PANEL
<br />01) SYSTEM M
<br />SCALE: 3/32*-l"
<br />t-
<br />------ __ -
<br />/4, M". MAP
<br />lz� SECTION A -A
<br />SCALE: 3/32'-1" AZ11.101:77
<br />tENGINEE-RING
<br />w� I
<br />E11,41:31NICEIRING EXPORILIBB40
<br />PRODUCT EVALUATION RzPaRT
<br />SeVember % 2020
<br />=Number lZW.I-R2
<br />Number 2IN31543
<br />Product Manufacturer AN Amoncon Shutleas and Glass
<br />MawlecturarAddrow 164ODormsRood
<br />ININM Pairn Beach. FL 33409
<br />Product Name & Description: 24go Golvanind Stool Storm Panels
<br />Loop Missile, Impoot Redd"
<br />Scope of Evaluadow
<br />This Pro" Evaluation Report Is Oaft Issued In accordance with the requirements; of Ihe Flarlds
<br />Depar"nord of Bualness and Proliesshmal Regulation (Flarlds Building Commission) Rule ChqAw
<br />61 G2D-3.005, FAC., for statewide acceptimoo per Molhod I (d). The product noted above has Dean
<br />Needed VmdW evalluoted a adommeallad heroin to show compliance MM Me Florida BaNdling Code
<br />Severe Men (2020) and is, for ft purpose Intended, at bead equivelont to thall required by ft Code.
<br />Ro-ev"Oh of this product shaff be required! IcHowing pertinent FWW9 Building Code modificatiorn; or
<br />rovw".
<br />Substanotong DM.
<br />. PRODLICT EVALLAAMON QQ1=ENT11
<br />FX drawing#20-315430ad 749sGalvanized SNRN SionnPonels hVHZ& hlon,�, shostsi-S,
<br />prepared tri Engineering Express, signed & soalea by Frank Bannardo. P.E. is an Intograll pot of this
<br />Evoluallon Report
<br />- TW REPOM
<br />I.Indorm skft shucturall performance has boom tested in accordance with TAB 202 test slandarcis par last
<br />roporl(s) OBTASG-17-001 by BWckwgw Too", Inc.
<br />Large missile Unpacl resistance and c"ft leading partormance has been In accordence ma TAB
<br />201 and TAB 203 tam standards par Meet roport(s) NOT-ASO-17-001 tri Blaclawher Testing. Inc.
<br />. ATILAMIRAL ENMEERING CALCULA7MM
<br />Structural aralinearing calculation have boom prepared which evoluale the product based an
<br />Comparative and/or national onallals to quality the fallowing demo crileft:
<br />I. MaknumANow"ISpens
<br />2. MiramarrI Allowable Spens
<br />3 Minimum Gins Separation
<br />4. Aitchor Spacing
<br />16D SW 121* Avmut SUITE 106, DEERFIELD BEACH, FioRSDA 33442
<br />(954) 354-0660 1 ($66) 396-999 9
<br />TeAmOEVIolm6talloGEXPRISS. call
<br />E "GIN&EXINGENPRISS.CON
<br />Is LAST PMEL(DTO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED OLE TO FACILITATE INSTALLATION IF WTE14DO
<br />1. BE -.jkLr1xINSfDE OF' STRUCTURE. I
<br />NOTES
<br />2001]� E-Z HANG STORM PANEL SYS"
<br />L . Coot, TRACKS TOP & BOTTOM.
<br />(2). END PANELS SHALL AJLWV WC"ECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP EAR BE PROVIDED AT TOP Of SUCH
<br />PANELS.
<br />(3). OF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4'0-20.3/4' U.S. W/ 7/8'40.3/32" WING
<br />NUT ORL�44;Z"3/04; M0,_ THUMBSCREW INTO TAPPED BOTIOM
<br />TRACK. A FASTENERS MAY BE AT EITHER OF TWO
<br />EMRIOR FLAT FLAMM Of 00 PANEL-
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP 90 IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHAUL BE CONNECTED TO 90TTOM TRACK USING SPECS
<br />INDICATED ON MOTT (3) ABOWE IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 m.p.h, I
<br />ENGINEERING
<br />Page 2 d2
<br />All American Shuticn and Glass - 24p Galvanized Sted Storm Panels
<br />No 33% Increase In allowable I' I has been usew in the design of this product
<br />Soporalm Born WItting Is not requIred lor Installation outside of wind atorKs 4 and somW %"an.
<br />lopped ftsbonce.,
<br />LARVe Impect Resistance has boon domonstroled a evidenced in pwAously lmftd last repod(s). and Is
<br />accounted for in the ongntering design of Oft product.
<br />Wnd Load A4Wsonce
<br />The product has been designed to To" Wind loods, an indicated in the open schoclule(s) on the
<br />respect" Pro" Evsksollon Dammed 0.9. engineering drowing),
<br />Instalf"on
<br />This product Ong be Wdg@W in abld compliance, With ft reopectIve Product [Evaluslon Documerrt Q.e
<br />engineering drawing). along wKIN all components noted therein.
<br />Product components RARIA be of the material specded In that product's respecive Product Evoluallon
<br />Document (I.*. ongloseft drowing).
<br />Uniftselow & Coniftons of Use.
<br />Use of then product shall be In strict accordance VIM the nespedive Product Evoludon Document 0.*
<br />o4nooring drawng) as noted herein.
<br />All sappor" host structures shall be designed to Issist of supoOmposad loaft and shall be of a mallonall
<br />listed In this produaft respective anchor set ule. Host structure condlitions which am not accounted lor
<br />in this producfs respective, anchor schedule shall be dosigned for an a site -specific book by a registered
<br />probado" &Vkww
<br />AN components which are permanently Installed sholl be pr agehistoorrosioncontinnina on. and
<br />other such doffeepa at all times,
<br />This product has been designed for use wkNn mid outside ft High Velocity Hurricane Zone OWE).
<br />Respecitilully.
<br />Frank Beatitude, PE
<br />EmmEERma Exismss
<br />6PEOD46549 I Can. Auth. 9895
<br />160 SW 121" Avawut Sutys 106, DEERFIELD BEACH, FLOR90A 33442
<br />(934) 3S4-0660 1 (866) 396-9999
<br />TeANDENctRetRimsExpRess.con
<br />EM0011CRINGEXPRESS.CON
<br />loge",
<br />_rC_%PTM
<br />,Pv�
<br />IV
<br />Roo
<br />7z
<br />r
<br />'T
<br />U)
<br />rw-
<br />ia
<br />1� 3`1
<br />olr xTrU*
<br />a-F-
<br />14
<br />F
<br />.T*4 C
<br />mut
<br />"IT0 -1,
<br />CL'lr
<br />Ir
<br />mn X c=
<br />Y4
<br />lit
<br />20-31543
<br />===j=/
<br />W.
<br />k
<br />3 �A
<br />nL
<br />6�d
<br />INSTALLATION DETAILS FOR
<br />INM POURED CONCRETE, CONCRETE
<br />SERIES 2000 E-Z
<br />BLOCK
<br />HANG STORM PANEL
<br />AND WOOD STRUCTURES
<br />COMWM a-=
<br />a ir D.C.
<br />REQUIRED,
<br />1/4�0 #14xl* HER HM TEX
<br />6
<br />ANCHOR III It* D.C. scww 0 FROM
<br />EDGE Of 64
<br />=j
<br />CODE
<br />4)
<br />EA).
<br />r
<br />1/2
<br />EXIST
<br />Pop
<br />To GLASS.
<br />POP
<br />WOET
<br />RIVET
<br />PAND, WLENGTH a
<br />PANEL LENM
<br />T
<br />TO QLAS&
<br />4"V-2041" Sao
<br />OF
<br />of
<br />A
<br />IAPCON ANCHOR
<br />_Y4,'��
<br />D.C.
<br />t/4-0 TAPOOM
<br />ANCHOR 0 12* D.C.
<br />CONCRETE OLD"
<br />REDUM.
<br />REQUIRM
<br />wafflnr
<br />SCALE 3/5- 1
<br />SCALE 3/8-1'
<br />k. T1
<br />FRLJOMMI RUWNC CODE (Won Nigh Volodty Nftu
<br />no Zww)
<br />1110t. PANEL LENGTH
<br />1 . INSTALLATION ARE ORLY VAUD FOR MAX. A.&D. OESIGN SMALL BE 2'-G*
<br />PRESSURE RATING. +/- 40.0 ps.t. AND W-O' MAX
<br />PANEL LENGTH.
<br />CONSTRUCTION: WOOD
<br />.4
<br />STME
<br />qORVID
<br />an.
<br />24 GAGE GALVANIM STEEL MAIN PANEL ORION Iff.
<br />IILIECGixe� GLOUL P"TECT" PRIMICTS. U.C.
<br />m %,,c 61
<br />2. FOR ME* WOOD FRAME
<br />MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC
<br />.. .........
<br />.�Com
<br />1&0 TRW TERM In sa�
<br />=01 hPA .
<br />Aw; 00
<br />DOM FL 333 4
<br />PHONIC. IWNNR7IM&. r-I aVS4NVX_VW
<br />20-175
<br />DENSITY OF 0.35 OR EOUAL.
<br />ONAINMIc, �,
<br />at" A.
<br />am zi
<br />I Flmq : 1
<br />is In In
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />TOP MOUNT
<br />TYPE AS;MD)
<br />D
<br />BOTTOM MOU
<br />(CONN TYPE AS
<br />RM'D)
<br />WREAT
<br />TOO MCur1rr
<br />LRM
<br />MPAN ABOVE
<br />BOTTOM
<br />rUOUNT
<br />N Ty
<br />AS RETD)
<br />____01LCCAT1QN
<br />%SftCTIO
<br />i IG
<br />V
<br />L
<br />LL=
<br />501-MIM MOUNT to 0_�
<br />INPE As 'E&!O)
<br />P
<br />mris mAr aE FIcYcHED AS REQUIRED,
<br />E
<br />ZaRTWA, WASH 00
<br />:�11.110,4114A A,10,
<br />%VlNGNUTS FASTOED 0
<br />DIERZ 11 7111112"Bil
<br />AIM .0 4 A I
<br />VERTICAL MOUNT
<br />ELEVATION
<br />/-2'*N NOTCHED PANELS)
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINNUM STOW PAVA' SIPARATIO01 FROM MW
<br />(KM, WIND WRE 4 ESIVENTIM FACH m")
<br />_M_A% -OAU-M T
<br />DESM I AUVNVABU
<br />MO5SU I jVAN#m,I
<br />INSTAUAT*NSLEN INSIALIAMINSrAIATER
<br />THANWARCIVIGRACIF IMAN30'AIMMAGINAM
<br />M.am
<br />Sol in 236"
<br />6,061.
<br />_1��Dkw
<br />two.
<br />__2A61.
<br />2�16W
<br />33011.
<br />L;61I,
<br />MODI.
<br />:.006.
<br />61. 1.161"
<br />DFAN bLNtUULt NU I tb:
<br />1. ONTO $PAR SCHEDULES WITH NEGATIVE
<br />OESM I= & RAN& FASTENER SPAC114 TO
<br />OSTMINE MMIMUM ALLOWABLE STORM PARK
<br />SPAN. SCHEDULE 15 ACCEPTABLE I= USE WITH
<br />MUTM LOADS LESS THAN OR MAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2� *PARR FASTENERS" ARE STUDS USED IN
<br />CONXINCTION WITH ALL MOUNTING EXTRUSIONS
<br />(*F' -TRAC*. STUDDED ANGLE. ETC.). USE 612T
<br />OLC PANSL FASTENER SPACING TABU VAILUES FOR
<br />ALL *H"- AND 'W-HEADERS (INCLU)ING BUILD OUT
<br />CONDITIONS),
<br />3 UNM 04MPWYM BETWEEN LOADS IS
<br />ACCEPTABL4 OTHERWISE USE NEXT HIGHER WAD.
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DISM LOAD TO DETERMINE
<br />14INIMUM ALLOWABLE SEPARATION PROPI THE OPENING TO BE PROTECTED
<br />2 SCHEDULE IS REWIRED "USE WITH POSITIVE LOADS ORLY�
<br />INTERPOLATION ISETAME114 LOADS IS ACCEPTASUL OTHERWISE USE NEXT HUGHER
<br />LOAD
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVMZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN AStM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT RMARED AMD NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING a ROWERED.
<br />I
<br />kY VARY)
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />FRs_NvFED IN Disiwi
<br />DESIGN NOTES: 1 Sof"-ILE5
<br />0%, � 3�
<br />KEU E,
<br />U cggr
<br />T
<br />WOWT IN NO! WITH THE
<br />A
<br />AW
<br />NG
<br />CHAPTM
<br />I OF E BELESSTHAN
<br />M D 1IGN
<br />Y ESLISTW JUSNFCkANY
<br />INLY AS
<br />M Y AS 6
<br />J-2
<br />GENERAL NOTES:
<br />i. WArEON HAIII N&IUE M%KMM IN
<br />0 V, IMSj"M
<br />Was
<br />ByIN M Q
<br />SN�L M - I-, a. -a In= E Hwmz� PER
<br />TAS. SaISMSM0, 3TW4
<br />AND LOCALTUIL'DRONRITAKNWE
<br />ALL =fty
<br />APPLY, m IMIDAS TIONEROM Sir
<br />APO C SEE
<br />2 111. IN REASA IRA ABLE RNIRS HAS RISEN USEDIN THIS
<br />Des F
<br />1.
<br />AMC TifN R OF RECORD PO
<br />W W I :1I11,N111I SUSIDAMALLBERISPO)ISSME
<br />FMO TH a; THIS DESSOR WHICH
<br />H U3
<br />VAGC
<br />OE NXIIATED BY THE P TOR,
<br />4- 5 , It SIrm- S
<br />a
<br />Ono I . X Lit OR SPANS ED
<br />H 0 6IN FOR ALIT OVISAS
<br />MAY X* V504A
<br />5 T"c P
<br />INFORM MR =F=
<br />"TION
<br />ORSM RED
<br />A66j _N MITI
<br />cONIUNCYI
<br />a. 01M=toes , DH;r AREAMMONMAxIMUMTESM
<br />Mae , " I '" .
<br />BE
<br />rASTH
<br />1 Q..AQ�Mfa 'FLY T" IS
<br />FOR AW mi. THE A
<br />111C�, 1, 01 APILIM TI%A R LVA. &'�
<br />AR. !=.S, :,C(O.
<br /># �CLIL C%r" Ad LALQiJftJTY
<br />STURM PAV�fV BI
<br />fir I M PVT=
<br />CA WrPAAMNO SAS UTUP
<br />Is
<br />9�%_X1V`DTK4T
<br />ADOTTMAL
<br />afiro" axu�
<br />CATION
<br />Cl� LABEL
<br />W I W Wa-dwilk irivWL N U M W
<br />20-31543
<br />§G;;;?
<br />-------
<br />VISIT WALC.1041643 Ig
<br />M
<br />Fit ECUT
<br />@;V;V�2WABLE SPAN SCHEDULE
<br />"MACE
<br />.
<br />.
<br />.
<br />.
<br />.
<br />am
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />�ME
<br />11511"
<br />------------
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />11[===
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />M"
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />"11511KA
<br />.
<br />.
<br />.
<br />.
<br />.
<br />WA
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />.
<br />Kul""
<br />I- Z =00AIM PNO. QUISA M.MIND WIWN &M� �MGIh IS QUAVER � �I Nam
<br />I SM MOVAN RIQUIRSO POP All W~ "IRINTS W TANI �, INHHO SM CLOUIRIS � W
<br />USED *r% 100,00" MDVNrMG COWrIM, ARQUIM SV�110% MAM, SKIILL N PIIR MMt F
<br />Inlemim- 0 ax CIPCIVCLE' - - __ __ - - - ___ - __
<br />& .WSM41 slam WWI~ �10G wit III III TMI opn� 10' 0. -V`OM OLOWM -0
<br />OPMM IMBI WTAIL VL MW AMI MOtPIM COWTtMN SNOINk M TI,%IR DRAMMIM
<br />QP0=MQ_NAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />-"ft Ifts`�
<br />,M1VkM3M
<br />). I'S$ 5VQVWkM 11OLI
<br />jj:;fON?II4 N-VA.1
<br />. , A= wtw
<br />mm I�
<br />.0 W/ W"MM
<br />2 ig-e
<br />V,
<br />Hf
<br />"I
<br />LU
<br />2: 1
<br />I
<br />caIImI""W"
<br />I
<br />aONF 044 MLF 4
<br />S, =0
<br />""5IININ �
<br />MOPMIR�Ot
<br />M",
<br />�ftuf GN" IN AMOM
<br />20-3154T
<br />low -�Ns
<br />waw� I
<br />ANOL AWAOMY
<br />ffisi-E-M?
<br />60M AAAn&;
<br />AL EGRESS
<br />PANEL
<br />DETAIL
<br />rs
<br />M M
<br />1,
<br />FAST&ING
<br />IA-L
<br />_T 11�51
<br />-D.094" 629' f.i w
<br />0
<br />Ell
<br />OiVP5'_ J4 I*GA_
<br />4. yaw, 'C". TYP
<br />M 4ITZ N 6
<br />L83W 1.03a. T-a-=..
<br />L 2,QOO'
<br />Ilor,
<br />sa-PAN OLMNE �4
<br />_\F7
<br />3.390" MAN 0 3i3l
<br />-I,SLC- �1.5601 sic 0366' 1 IJ .3 SSW
<br />-14375'PANELLENTH-
<br />1_4 Oo
<br />amorcwti - obs"
<br />40F11
<br />TIP TvP
<br />2C
<br />11K
<br />7 12
<br />Ie I H
<br />OVERLAP
<br />'k, MAX QWIRCLV%AEDFTM .25'MAX.
<br />MAR,
<br />MAX,
<br />SPILD-OUT
<br />CIMTANCR
<br />ED
<br />LOW
<br />M-M.
<br />.2.5"N" SW
<br />fill
<br />1'r my, - MIN
<br />all,
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE RAMS, PANEL FASTENERS 0 12,5" O.C.
<br />2.3* WGIP DMI'ANCE
<br />Ammon pmeasom
<br />Type (ew
<br />UP To IV-11. I
<br />arm UP TO V_1` MAN UPTO 20-10-
<br />couNT"
<br />0 4�2 C3 C4 �
<br />CI C2 Q 0 C4
<br />21
<br />is
<br />In
<br />9L91
<br />12,91,
<br />2611- ;*.V
<br />64" 12.2"
<br />16.0� �W
<br />&
<br />32.91
<br />1W
<br />0- IF
<br />60"
<br />ILS'
<br />36.0" ax,
<br />S.S* U,,
<br />310,
<br />%air, jal-
<br />111,
<br />M,
<br />tsx-- 11.0
<br />W
<br />S-V
<br />I&C. 84-
<br />3.4,
<br />I.Lr
<br />26. 1`
<br />3.4 -
<br />IZS
<br />16A - &V 1. 124'
<br />1" ' "I"
<br />fAl",
<br />DONIALT LTWQN
<br />in
<br />*z
<br />12
<br />jr_ _Y
<br />W, 15jr, 127 12 F'
<br />i 1? ".411
<br />10,11,
<br />18+
<br />MIR,
<br />AF -1124-
<br />016FRIPPI-K
<br />.0im
<br />IFF,
<br />IN;, If
<br />T57F
<br />=_
<br />_37PI,
<br />1k.V1
<br />xv� tLe"
<br />LAI,
<br />RX,
<br />SSOUD.,
<br />41
<br />46
<br />$1
<br />21
<br />11-1,
<br />UO- 1601.ffff�
<br />il,51'
<br />ILI" LS."I M4" 42 1"
<br />V . 01
<br />1&
<br />12.3"
<br />4219,
<br />01W. A"�-
<br />IL39
<br />ILP
<br />12 V
<br />180� 12.31 Ilas"' till"
<br />1"" lz-!rl
<br />IM0. 01V,
<br />10.0"
<br />me'.
<br />Ti-f7lfi,6-
<br />1,
<br />PiF.7- Jig
<br />411
<br />at,
<br />12-31,
<br />Ind, InaR.
<br />11. 1 r
<br />N4�.
<br />M&
<br />i r.
<br />22
<br />34,j"
<br />t1_1"
<br />Axr
<br />is'OPIS.Ftlix
<br />WOO DMT#AM
<br />40
<br />az
<br />71
<br />#.W
<br />Imy
<br />6.3:
<br />11
<br />1.
<br />rt Z "
<br />31
<br />41
<br />48
<br />Now a"
<br />'z
<br />W 1 "100 �p-" 33
<br />r4w ". TA#WN +1
<br />40
<br />0=,N,gWj,, 5%
<br />ZI
<br />clzv,
<br />1.m
<br />6.;!F�
<br />12.r
<br />ILV
<br />r�
<br />I a 'mr.- ca",
<br />&a, NUNN
<br />. . I
<br />isw &b. &a- z
<br />9r, 23
<br />S
<br />%T' 4, ar
<br />U_� 4. 4.0, 2S.
<br />LV�
<br />-
<br />19.1,
<br />lax 4.1.
<br />'ILr
<br />J11'r, &4. 12- aza..
<br />44'r. 4x, cor M23'
<br />1111,7' 41` 42"1
<br />6.;T'
<br />12,3' 4.7- OL6' n2S"
<br />13.7" 4,1" 4& 6,25-
<br />110,2" 4,1" 40� 1
<br />114. 1 We "IM-9 39
<br />AU. VOWS GOUD W 41
<br />48
<br />5z
<br />!-,,"
<br />I's,
<br />-FIFI
<br />""'I"
<br />III aj� 10"
<br />11-T,
<br />s- IZII"
<br />IBM- 7,9' Sr
<br />12,7
<br />12r
<br />2W, JAV
<br />+2. YET.
<br />3*,* ?q" ex.
<br />Ifiw 7,7' 62"
<br />111 MII�110 "1
<br />46
<br />RAW'
<br />"I"
<br />ll.r 40" 3J'
<br />40'
<br />1P &T,
<br />Zi- T�A.
<br />� ,
<br />11 il'. I
<br />lg�
<br />a,
<br />2S,
<br />I" �
<br />TVP1 Irl
<br />4."1. M 1.10r
<br />CM C3 t4 Q rZ C3
<br />C1 tl C3 -C4
<br />U�'.rffftw
<br />I—— 4�
<br />ft=egglegel. 42
<br />&Z
<br />?z
<br />12.r
<br />t5,012a,0-
<br />10,V
<br />7.V
<br />1z_V1
<br />lad, me-
<br />at- 2z.S`1
<br />54"
<br />7y _r
<br />AEORE -
<br />7. s- IN"
<br />'11"
<br />6.V
<br />M,.7
<br />121s;
<br />3ro- A'I 6.0-
<br />=-Ar
<br />U�v
<br />it 0, ok
<br />lawtv 14.7*
<br />a-
<br />So- A40
<br />F
<br />OLIC
<br />5 1 'a,
<br />14x, &q-
<br />S,
<br />12.7-
<br />,
<br />2"T 6.12
<br />lax- I* T.
<br />d
<br />Vr thl,ND 33
<br />WOOD SCREW 41
<br />is
<br />1.
<br />71
<br />12.T
<br />Ica. 16�w
<br />w. Iz.a,
<br />16.0"
<br />gxi 2.0.
<br />31's.
<br />t&g� 10.
<br />L2,5,�
<br />3A�01 14.1.
<br />_iF 12.VL
<br />FA,. I
<br />NO
<br />LZ0
<br />is"V: ILOW,
<br />ni C1 ,,,
<br />14&' AW'
<br />51.0 711-T
<br />4. 2�3`-
<br />SA' 119'
<br />is 0:
<br />1&
<br />00
<br />5,�
<br />8.61, 3 r
<br />9.6" SA!
<br />laS,
<br />22.T'
<br />in.
<br />TAYCRIPCFAS' 41.
<br />48
<br />a
<br />?a
<br />#1 §_
<br />rz-5-T
<br />3.6.0'.
<br />IV
<br />2
<br />12.
<br />1.
<br />is., LA
<br />It S,
<br />ill.rl
<br />Ida, 5 r
<br />14.01 aX,
<br />12.S,
<br />2JIV
<br />16.0'.
<br />1.
<br />S, V
<br />A.
<br />12.51
<br />W,
<br />E"--
<br />In VIM INOW VIV
<br />.11 41
<br />W430 49
<br />CM -A
<br />rz
<br />161101 aw"
<br />T.-
<br />! 2-. F.
<br />-
<br />H
<br />I&V
<br />" I
<br />21 2
<br />U.S,
<br />Rx.
<br />4 .. 4.
<br />5.4",
<br />2
<br />2i
<br />_Ez:E�JCVI
<br />I 6�
<br />Az_ -VT
<br />a,
<br />j
<br />ANCHOR NOTES:
<br />.115
<br />I
<br />I APICHORSCHEDULL APPLIES TOALL PRODUCM CIUMFEED HEWN, our ONLY PROVIDES
<br />AM=0,,j�rORSPACUNG. MAXMO ALLOWAINUESPANS AND FRII55095 lNQ$W9D
<br />Ilr11M
<br />7. ENTERANCHOR SCHEDULE HASEDOWAMEL FASTENER SIPACNIS, THE EXISTIM STRUCTURE
<br />=AL. LOAD GRIATER 714AN OR FIQUALTO NEGATIVE DESIGN
<br />ER TMN OR EQUALTO SHUTTER SPAN.&BLOICT
<br />M11ECTION TYPE ME13 ON AP.PPDPXW MUNrING CONDITION (SEE MOUNTING DErAU-8 ON
<br />.1 a CIS IN
<br />(�P`-TRACK,S7VCIMAwAB,ErC) IRSEeis"o.c PANEL FASMNERSPACINGIANUE VALL 115 FOR
<br />=Nr
<br />ALL.`H,-ANWw�q�IN , Su W=ZUFACTURIRVRECOMMENOAttOW�
<br />CHOU IN AtX=
<br />7 MWMUM EMBEDMENT AND EDGE CIISTAVr��Rvhml ERICK. AND OTHER WALL
<br />ISVES WALL RMISHES SMALL BE LIMITED F YtRIFIND by OTHERS, 10
<br />VER]Ff THAT EN AaFLEiWwTGADBQu *ODD W N MI NOT PLYWOOD, FASTENING
<br />�
<br />TO PL DIS ONLY FOR SIDE CLOSURE PIECES,
<br />10, WHERE ANCHO N TO NAJUWW FACEOF STUD FRAMENG� PMT!!N!Ft SHALL BE LOQUED IN
<br />CIENTER. OF NMNAL r X 4* IIIN T PTA" FOR. WOOD
<br />0�&T.SDGEDII
<br />PRAMINGI, WOODIST0 G_Q.SS rry, LAG SCREW
<br />SHALL PAVE PHIUM PAN HIAD OR HEX W-M.
<br />I I. REMOVABLE AN0101115 APJE- IDEWALT PANILI-ATE, ALL4001M SCLIDmsrr A BRASS WSH1119-
<br />12 MACKNESMEWS SMALL HAW 1p* MWMM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND KAY HAVE ETT "BAD .0
<br />IS, MV9MIJIM.91IIIIEDMIAIT W,E;:==V(CWOeU=11!=T ne"'nUol
<br />1-4, Ir DESIGNATES ANCHOR CONDITIONS WHICH AM NOT AIXEPTABLE USES.
<br />Ls� LINM INV ON a NOT PER ED FOR USE WrrH THE ANCHOR 504EWLM USTMQN
<br />I
<br />I
<br />I
<br />THtS SHEETT
<br />20-31!
<br />IBM-
<br />-4-0
<br />CD
<br />CD
<br />Cn
<br />-0
<br />-M
<br />>
<br />a)
<br />ED
<br />a )
<br />a)
<br />2
<br />C:).
<br />0-
<br />0
<br />2
<br />CM
<br />Cd
<br />0
<br />-0
<br />Cn
<br />t::!
<br />a
<br />a)
<br />=
<br />-0
<br />M
<br />0
<br />0
<br />-M
<br />-0
<br />W
<br />-0
<br />a
<br />C=
<br />2
<br />CD
<br />CIO
<br />0
<br />0
<br />>
<br />CIO
<br />E
<br />0
<br />CU
<br />0
<br />1-
<br />CU
<br />-0
<br />-
<br />-,,
<br />U)
<br />0-
<br /><
<br />C�.4
<br />U7
<br />Cu
<br />Cu
<br />CIS
<br />Cu
<br />2
<br />CL
<br />E
<br />U)
<br />CID
<br />0
<br />L_
<br />CIMM
<br />CL
<br />0
<br />CU
<br />0
<br />OL -
<br />W
<br />LU
<br />z
<br />z
<br />_j
<br />a -
<br />SHEET
<br />NO.
<br />SH
<br />1
<br />111
<br />
|