|
EZI/18,
<br />EZIW/18 ANCHORS
<br />-(SEE SECTION EZI & ALTERNATIVE EZ1W ON SHEET
<br />(SEE
<br />'q)(SEE NM 2) NOTE 2)
<br />f/2-
<br />P41 1 o'
<br />PC
<br />op 4,9UWN LAST PANELCJ) TO BE INSTALLED AT EACH O-ENING SHALL ALWAYS BE
<br />11,2- d I PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF MCTURE.
<br />a
<br />�AT 2 PER
<br />PANEL N9M
<br />'A
<br />I E-Z HANG STORM PANEL SYSTEM
<br />PANEL) (INTERICR PANEL) INT R PANEQ (IWUNOR PAWL) STING Of PANEL Co 1. TRACKS T
<br />6D ",."I) I I n MP & BOTTOM
<br />BEE NOTES 2. 3. 4 SEE NOTES 2, 3, 4 (z), END PANEL SHALL AUNTS'El CONNECTED TO BOTTOM TMCK
<br />OTHERWISE S, STOP EAR _L at: PROVIDED AT TOP OF SUCH
<br />I-ANELIMLENcril PANELS.
<br />47
<br />(3). IF END PAN" ARE CONNECTED TO BOTTOM TRAGI(. CONNECTION
<br />$KAU - CONStST 01' 1/4'e-20.3/4' M.S. W/ WING
<br />VLTW I/Av-200, NUT OR t/419014' Wn. THUMBSCREW WTO TAPPED BOTTOM
<br />LA. OVERLAP TRACK. LOCAnON OF FASTENERS MAY BE AT EITHER CF TWO
<br />HiE. -A -APPLICNIBLE)
<br />UT. ERIOP FLAT FLA14GES OF END PANEL.
<br />ENIE
<br />J 1. 1, 1.1-1- LJ
<br />---- -- J__
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED to BOTTOM
<br />F F, - __7 j TRACK (�.e. A STOP SAR IS ONLY USED AT TOP) AT LEAST TWO
<br />11 _1 -1] 1 PANELS SHALL BE CONNECTED -ID BOTTOM, TRACK USING SPECS
<br />1 1 3 1 1 1 1 It I tL -It, T NA, INDICATED ON NOTE ABla, W SUCH CASE, CONNECTION OF'
<br />41-11- FLL
<br />L I T13
<br />Lift-1-i-LL-i -1 _j_j_ ,I _j -1 -1 PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION.
<br />M_ wu
<br />I: t INSTALLATIONS ONLY VAUD FOR WIND
<br />Tr 3
<br />ANCHORS SPEED UP TO 170 p,h�
<br />(SEE SECTION CIL & ALTERNATIVE EZIW ON SHEET III)—
<br />+E"'8'
<br />EZ I W/ 18
<br />TYPICAL ELEVATIQN EQR SERIES 2000 E-Z HANG STORM PANEL (I SYSTEM (t)
<br />SCALE: .3/32'-1"
<br />M�, GAP
<br />7
<br />IVA am
<br />MAX. W
<br />SECTION A -A
<br />SCALE. 3/32"=I' P,
<br />E FLORIDA BUILDING CODE (No. 1419h VitiocIty Hur teens Zone)
<br />PC
<br />24 9AGE GALVANIZED SMEL STORU PANEL
<br />.44167
<br />IF GLOBAL PROTECT
<br />SIATE ION PRODUCTS, U.C.
<br />5UP'. 51 STRIM
<br />aw. FL - -
<br />= 0"I'Mim-ml 20-175
<br />,U PAC. ,-oxeTt;
<br />TUR A, j�W 4
<br />It �, PUL mm"? W Nit
<br />D&-- 67
<br />weENGINEERING
<br />l I'll i�ll e
<br />Et4GINEERING EXPRESSO
<br />PR13DUCT EVALUATir3N REPt3R-r
<br />Septamborls,2020
<br />APPOcationNumber 17MS.1-R2
<br />EX Project Number. 20-31543
<br />ProductManufacturer, AflAmerican Shutters and Glass
<br />Manufacturer Address, 1540DOrmaRoad
<br />West Palm Beach. FL 33409
<br />Product Name & Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evalvation,
<br />This Product Evaluation Repoah; being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />SIG20-3OOS, FAX- for statewide acceptance per Method I (d)L The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and Is. for the purpose intended, at least equivale-rd to that required by the Code.
<br />Ra-evalustion of this product &hal] be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data.,
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20-31543 filed '24ga Galvanized Steel Storm Panels (HVHZ & NorL-HVHZ)', sheets 1-5,
<br />prepared by Engineering Express, signed & seated by Frank Sennardo, P.E. Is an Integral part of this
<br />Evaluation Report.
<br />. = REPORTS
<br />Uniform static structural performance has been tested in accordance with TAB 202 test standards Pat test
<br />report(s) *BT-ASG-17-001 by Blackwater Testing, Inc,
<br />Large ntissile Impact resistance and oyde loadnit performance has been tested In accordance with TAB
<br />201 and TAS 203 test standards par test report(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc.
<br />- STRUCTURAL EN(NNEERING CALCOLAT10,14S
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational aria" to quality the following design criteria:
<br />1. Maximum Allowable Spans
<br />2, Minimum Attowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLoRtOA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TeArL@EmGtN6ERiNGE%PR6ss.cotq
<br />ENGI N EEAHNGEXPRPss�Com
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass; - 24ga Galvanized Steel Storm Panels
<br />No 33% Increase In allowable stress has been used In the design of thittrproduct-
<br />Separation from glazing Is not required for InstallationsOutskle of wind zone 4 and essential facilities.
<br />Impact Resistance.
<br />Large Impact Resistance has been demonstrated as evidenced In previously listed test iapert(s), and is
<br />accounted for In the engineering design of this product,
<br />VWnd Load Resistance
<br />Thi product has been designed to resist wind loads as Indicated In the span schedule(s) on the
<br />res=ePmduct EvaluallonDoctment Cie. engineering drawing).
<br />Installation
<br />This product shall be Installed In strict compliance with its respective Product Evaluation Document (I a
<br />Engineering drawing), along with all components noted therein,
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document (i.e. engineering dranving).
<br />Limitations & Conditions of Use.,
<br />Use of this product shall be in strict accordance With the respective Product Evaluation Document (i.e.
<br />engineering ftwing) as noted herein,
<br />All supporting host structures shalt be designed to resist all superimposed loads end shall be of a material
<br />Wed In this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />Adl componems which are permanently Installed shall be protected against corrosion, contamination, and
<br />Other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ),
<br />Respectfully,
<br />.r-r.
<br />Frank Bennardo, PE
<br />ENGINEEFUNG EXPRESS"'
<br />OPE00465491 Cert. AuTli. 9885;
<br />16D SW 12" AVENUE, SUITE 106, DeeRTIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TI!AN0ENGINtERINGEXPRESS,COM
<br />ENGINEEKINGEXPRESS.CoK
<br />7,77 .77 �
<br />7 .7 P77.7
<br />?
<br />ana"Fm. IT
<br />K.�1117 Ar-
<br />7 1"0
<br />lu F
<br />Al
<br />2E:
<br />In
<br />'j 0C
<br />Lu
<br />A� g
<br />U�N
<br />T*
<br />�VIALL HWNT�t--_MON
<br />C_, c ,1 1 Ot
<br />vrr -.,I
<br />1 3
<br />-Y z. L,
<br />Lu
<br />Y.
<br />t
<br />Its
<br />_1J
<br />A
<br />it
<br />_Ar__ -
<br />9i
<br />A,4a
<br />illf� T
<br />F�T'�
<br />20-3 1543
<br />IP, I III \C1.1,1.1,I.T.I., Tl�
<br />10,
<br />W,
<br />1�1111N_
<br />_55
<br />INSIALLAT-ION 12MIL5 EOR SERIES 29QO E-Z BAK SIQRM PANWD
<br />MM POURED CONCREIE. CONCREIE BLOCK AND WO9D STRUCIURES
<br />-7-
<br />;-2
<br />F
<br />--!led TAPCON
<br />CONMM ow" ANGMUK a 12' OO_
<br />REQUIRED
<br />HEX HEAD TEX 41 M TEX
<br />16, FROM
<br />EWE Y4" FROM EDOE OF
<br />-90
<br />1/27
<br />LE
<br />I&I 'a"Zo it AIR RANI 71
<br />TO GLASS EPAPATIONI
<br />ALUMINUM POP GLASS,
<br />I "NET
<br />-0
<br />PANEL Mj"!NGTH POEL"
<br />-T PIT
<br />MITI.
<br />rT, UMESGREW
<br />50% 0 TO CLASS OF V
<br />OF 11:
<br />It
<br />0 -------
<br />w4L
<br />- -----------------
<br />_V4-0 TAPCON ANCHOR
<br />12. O.e
<br />t/4-0 TAPCON 2.4- WOW
<br />ANCHOR * 12. 6 'C.
<br />OR keoijimm
<br />CONCRETE 9LOCJ(
<br />REOUtRED.
<br />W&L MOUNTING WALL MOUNTING
<br />ALUBMM U1.W
<br />!ffMff� SCALE 3/8-1"
<br />v�eiliUtwq
<br />Pt 11 I
<br />.1 ...... �.
<br />EW
<br />FLORIDA BUILDING CODE Non High Velocity Hur fetme Zomi
<br />9
<br />MIN. PANEL,LENGTI-11 a a.44 'Pam %?= .0� 24 GAGE GALVANIM STEEL STOPM PANEL J`�%T,
<br />I IMBALLA11ON ARE ONLY VAUD FOR MAX. A.S.D� DESIGN SRALL RE 2 -15" QUIN,
<br />r
<br />PRESSURE RATING +/- 40.0 p,s,f� AND W-10" MAX
<br />PANEL LENGTH, STATE 0 /T[FEC-0-1. GLOBAL PROTECTION PRODUCTS, =1 LAM
<br />-7 "ONA"Int!"Ar
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD k. _Z4 nw=
<br />.........
<br />.0,90- 20-175
<br />MEMBERS TD BE SOUTHERN PINE No 2, W/ SPECIFIC LIM
<br />DENSITY OF OM OR EQUAL. NAIL. Iiq� -
<br />aq :a,- A OWED is W fa
<br />ALL AMERICAN SHUTFERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ 8L NON-HVHZ)
<br />I -
<br />TOP MOUNT
<br />N,GNIT
<br />LmAk
<br />BOTTOM
<br />�J
<br />NT
<br />IN.NN
<br />7Yff
<br />A5cREQD)
<br />j-
<br />(LOCATION MAY VARY I
<br />MF
<br />L
<br />BOTTOM MOUNT �
<br />Uhax
<br />�SRANIDELOW
<br />OBUILUCTION)
<br />PANELS MAY BE NOTCH ED 5 REQUIRED,
<br />DIM �41_20 STITCH
<br />OLTS WIT WASHERED
<br />PROVIDED THAT.CON=UONS AND
<br />ANCHORILA;EUSAD INHI C� 1 -5 ATI S Ff
<br />VVINGNUTS FASTENED
<br />SPANS 46OVE it BELOW OS"I CTI&
<br />"�ERLAP"'M"AA UrS'
<br />TVL
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS),
<br />ELEVATION
<br />17411T [I _T7 �
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE,
<br />24 CAUSE PANELS
<br />MI'MMUM STORM PANEL SIHIARATION, FROM GLASS
<br />(I1VHZ,WN ZONE 4 & "St"At FACII ITIES)
<br />MAXIMUM
<br />DESIGN AUDWAAM tNSIALLATIONSU-55 INSIALtANOMSCROTER
<br />ANftmA*j THANWABOVEGRADE THAN 3WASOVE GRAIX
<br />IS0.0 W [ 6,111, 1,111"
<br />1B0P_!T_ 6.015111, IAE 1,
<br />4G TABLE VALUES FOR
<br />INCLUDING BUILD OUT
<br />BETWEEN LMS is
<br />X NDCT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SLHEDULE WITH POSITIVE DESIGN LOAD TO DETRMINE
<br />MINIMM ALLOWABLEWARATION FROM D15OPENDIG, TO BEAROTECT51).
<br />21 SCHEDULE IS REQUIRED FOR USE WITH POSITIVIT LOADS ONLY,
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NBO' "IGHIER
<br />10 D�
<br />3. FOR INSTALLATIONS OUTSIDE OF THE H`VHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED,
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSLJRES-.
<br />� As NoTfj� IN bESIGN�
<br />DESIGN NOTES: SCHWULE5
<br />P I AND NE I EDE N PRESSUIR C LATED
<br />F R� SE S SHALL BE Pit I ED Pep,
<br />SEPA E GI , QRD NCEWITHTHE
<br />ERNING C E E E
<br />0 IN I R W AS E7ANDNAPTER
<br />16 0 F E R I 1 1; E' 7HAN
<br />, 'to )MIL'IN
<br />P U T� HE, N,FOR.ANY
<br />A MJILY
<br />GENERAL NOTES:
<br />BEEN USED IN THE
<br />4 EEFPAATE_'S�BPF
<br />BRUN Ry 3 NSA9
<br />FUMAI RNATI-RANCA11LIZA05'
<br />QW,MKIMUM TESTED
<br />ADD17BIONAL
<br />VISIT
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />(AEL PANLL5)
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE,
<br />24 CAUSE PANELS
<br />MI'MMUM STORM PANEL SIHIARATION, FROM GLASS
<br />(I1VHZ,WN ZONE 4 & "St"At FACII ITIES)
<br />MAXIMUM
<br />DESIGN AUDWAAM tNSIALLATIONSU-55 INSIALtANOMSCROTER
<br />ANftmA*j THANWABOVEGRADE THAN 3WASOVE GRAIX
<br />IS0.0 W [ 6,111, 1,111"
<br />1B0P_!T_ 6.015111, IAE 1,
<br />4G TABLE VALUES FOR
<br />INCLUDING BUILD OUT
<br />BETWEEN LMS is
<br />X NDCT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SLHEDULE WITH POSITIVE DESIGN LOAD TO DETRMINE
<br />MINIMM ALLOWABLEWARATION FROM D15OPENDIG, TO BEAROTECT51).
<br />21 SCHEDULE IS REQUIRED FOR USE WITH POSITIVIT LOADS ONLY,
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NBO' "IGHIER
<br />10 D�
<br />3. FOR INSTALLATIONS OUTSIDE OF THE H`VHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED,
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSLJRES-.
<br />� As NoTfj� IN bESIGN�
<br />DESIGN NOTES: SCHWULE5
<br />P I AND NE I EDE N PRESSUIR C LATED
<br />F R� SE S SHALL BE Pit I ED Pep,
<br />SEPA E GI , QRD NCEWITHTHE
<br />ERNING C E E E
<br />0 IN I R W AS E7ANDNAPTER
<br />16 0 F E R I 1 1; E' 7HAN
<br />, 'to )MIL'IN
<br />P U T� HE, N,FOR.ANY
<br />A MJILY
<br />GENERAL NOTES:
<br />BEEN USED IN THE
<br />4 EEFPAATE_'S�BPF
<br />BRUN Ry 3 NSA9
<br />FUMAI RNATI-RANCA11LIZA05'
<br />QW,MKIMUM TESTED
<br />ADD17BIONAL
<br />VISIT
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />(AEL PANLL5)
<br />TOP
<br />MOUNT
<br />1
<br />11
<br />2�
<br />2
<br />1
<br />1 1
<br />a
<br />H
<br />I
<br />� I
<br />P
<br />W Head.
<br />&LAIT.ii ILF Hood.,
<br />444""Pd.
<br />a,
<br />IF
<br />01
<br />2r
<br />71r
<br />2T
<br />27
<br />24"
<br />w
<br />zer
<br />Zr
<br />W
<br />zs,s&sw�n"
<br />zB',
<br />iry,
<br />2r
<br />11-
<br />30'
<br />31'
<br />11'
<br />30'
<br />2Y
<br />W
<br />IT"
<br />331
<br />-I"Trad;
<br />25'
<br />2T
<br />2V
<br />M_
<br />50�
<br />5WT
<br />�ih ftm
<br />22'-
<br />2r
<br />11'
<br />2W
<br />It"
<br />2a'
<br />_ff�
<br />1
<br />W
<br />As�
<br />a-
<br />-A!L
<br />it,
<br />4+24
<br />4-;
<br />50'
<br />2W
<br />4V
<br />lir
<br />4r
<br />2r
<br />I v
<br />30'
<br />31"
<br />1 V'
<br />3W
<br />2r
<br />W
<br />L
<br />-k
<br />ZVI
<br />29'1
<br />W
<br />I 3r
<br />I sr
<br />2 " WWAHOPi MOM QIA" 11 AfQVIRED �X.Iiil PANEL JZOS� IS 41MATIA P-IM "AT Nufft' rot
<br />�!iIPEMV� KOURTTM� 03.1LIMBON �W.
<br />W.RESTLPI,CoEx,..��
<br />U70 wr. MALMO C�MiX6 I REQV1.P RrUIATIohMQH %� �,t a POL WAIL E
<br />TPeLE- fw- W_ MIDI 0�',
<br />I PAN"-
<br />L 9- ONAL INTEPIOR FASTENING DETAIL
<br />EIU5L rx
<br />9 AL EGRESS PANEL DETAIL
<br />INIM-011N. FASTENING
<br />10
<br />(1) LABEL
<br />4;i,
<br />U-1
<br />P.
<br />L951
<br />I
<br />ON
<br />U
<br />to a
<br />w
<br />k
<br />24
<br />a 060"
<br />---a
<br />g
<br />L6 TYP
<br />'17 7' TYP
<br />a L CL 12S
<br />_DJ)'T', _1�
<br />Typ
<br />AN 0
<br />T__ 0350.1 �, ;UI
<br />B R86
<br />1 57" F�ANtL,LENG1H- C',
<br />5Q0`JEANELCOVFR.ACF
<br />7TT
<br />0,09a, E,
<br />TYP =m
<br />_as gALO-OUT �r TRAi'K am-N-Al
<br />IR
<br />lei vi 0
<br />; �
<br />F -�7C, �4
<br />T" 6LGLE -r&KjVTENffb
<br />WER
<br />n
<br />251, MAX.
<br />4,L MA N, OVERLA P
<br />25" PAN,
<br />-6
<br />T Uj
<br />OC,: Ic
<br />T
<br />0DO'
<br />-EMBED
<br />A MAX
<br />R" I �TSL
<br />I.S00
<br />MIN,
<br />EMS
<br />TRAI114DUUTCLOSUREDETIUL .Ar Z
<br />IJTE i
<br />MEN
<br />N
<br />ANCHOR SPACING
<br />SCHEDULE:
<br />24 GAIIGE PANE125, PANELFASTENEIR5
<br />4 11/5" Orl;
<br />�:, P 'A
<br />4,
<br />a ]it
<br />11,V- EDGE PIATANCIP
<br />�(jjj �Itw 41
<br />40
<br />F
<br />M !91
<br />VZ
<br />VA 11
<br />17.51,
<br />E, 011 Mo"
<br />1,01 1601,
<br />P
<br />a,o` 143"
<br />81.
<br />cv,
<br />5.0-1
<br />lz_v�
<br />1 11
<br />It v
<br />sm'l
<br />1,,
<br />161,11.
<br />16
<br />15z" Av-
<br />I'll 11.
<br />`L� 7` SJr
<br />IT
<br />I'VI
<br />'1',
<br />IZ S
<br />12, 1
<br />16-M. i4v� S...,
<br />i5l. 101..
<br />Il, I 17MB., 33
<br />VOOD,3�REW 41.
<br />40
<br />3.
<br />72-
<br />12.5,
<br />dt.V
<br />M.S.,
<br />il".�
<br />Aq� 14,1'
<br />Ev Izx"
<br />dU'IL4'
<br />&V� gz,l
<br />Ica—
<br />al"
<br />_T
<br />'T
<br />&4"
<br />IZ.51
<br />Ak.L.16,01-
<br />121.
<br />1�.S!-
<br />iLS"
<br />IN.;:
<br />Itiil"
<br />sr.�.
<br />-9.6" 5-,V'
<br />3`2
<br />zv�
<br />2111
<br />21,
<br />12.5'
<br />16 10-81 6,2111
<br />Y� 0,7'. 5,v
<br />-
<br />1 9
<br />X:. 11,�: xi,
<br />1.15. , �1,6" SEI'l
<br />1
<br />FROMM
<br />V4' X 1,114� EM AID, SF3
<br />TAP 41
<br />0
<br />.1Z
<br />M151
<br />Ill 51,
<br />U.5"
<br />M.51
<br />01
<br />rL 1,B&,
<br />5101, 131q,
<br />160 ILA"
<br />i6lol 101s,
<br />I_`VI
<br />M�91
<br />1?-5'
<br />'U011
<br />16&1
<br />1610"
<br />11,5:1
<br />tiz, EWA
<br />1,5:1
<br />Izir,
<br />12. Sk
<br />6,.
<br />IEX 111'
<br />16�11
<br />Z
<br />�,_11 -14VI14� 11
<br />41
<br />Its
<br />,"
<br />t�5,
<br />M.S,,
<br />" so
<br />�,v' I'll..
<br />L5!6�1 S'S,
<br />lk's,
<br />M�V'
<br />6511
<br />IsIr.
<br />�Zl 0,
<br />121P
<br />Hl"E.,
<br />&0" ',,1!
<br />4."
<br />125"
<br />5'.
<br />1�,O- �311 4.W
<br />4114-91. 4.,
<br />4. 41'
<br />A I-
<br />ANCHOR
<br />A
<br />NOTES:
<br />I ANCHOR SCHEDULE APPLIES TOA.U-PROOLICTS trRTIFIE-D HEREIN, BUTONLY PROVIDES
<br />MM ALLOWA15LE ANCHOR SPACING. MAXIMUM ALLOWABLE rPANS AND PR�SSURLS INDICATED
<br />SCHEDULE SHALLAPPLY.
<br />ENTER ANCHOR 5CHEOLLE ELOSEDON PANEL r"NER, SPACING� THE VI5TrNG EFIHIIUCTURE
<br />MATtRIAL., & ANCHORTYPE. SELECT OESMN LOAD GREATER THANOft EQUALTO NWATIVE DESIGN
<br />LOAM ON SHMER AND SELECT SPAN GO�AT�RTIIANORF(�UALTOiSHUT-TEP.5PAN,SE�LECT
<br />CONVEMONTYPE WED ONAPkROPAIkTE MCUNI CONOMON (SEE MOUNTING DETAILSON
<br />SHRET2 FPR,JCE1VT7ICATJONOF`aoNNE0ioN TYPE).
<br />I "PAW FAST NFASI ARE JDS ED N U VT N H L TING USIONS
<br />C) USEE-25"1�.CPANIFLFA57ENERSPACit4(;7AB�VALU15,SMR
<br />ir
<br />M
<br />M W////;P MOW,
<br />nuffilWkw
<br />i!
<br />ALL'H'-IAN TfDN&
<br />4, AN )JI OCORZ)A�tCEWrfH�MMUFACTLIRERS'MCOMMEN13A
<br />11
<br />5: $TRUCTI)n5HA41. CONFORM TO AVTM CW bi-OCK,
<br />6 Q1110.1"I'l."W" IST SHALL EiF AS�NOTED IN ANCHLOA SMEDULE,
<br />MINIMUM EMBEDMENT
<br />AGE ATELY TRANS
<br />CONCRETE RSNOT HEREINSHALL9 EMBrDDMT
<br />9.. HERE EXISTAIISTRUCTUREIS W0013 FRAMING, EIMTING CONDITIONS, MAY VARY. FIELD
<br />YERIFYTHATnPSTENEF�s ARE INTOADEQQATE WOOD FRAMING HEMUM, NOT PLYWGCO� FASTMING
<br />TO PLYWOOD J�-, ACCEPTABLE ONLY FOR SIDE CLO50 FLE PIete,5,
<br />10. WHERE ANCHOX5 FASM TO NARROW FACE OF sTJuDeRAM[N% FASTENER SHALL5F LOcATED, IN
<br />CIENTER, OF 140MINAL 2" X 4" (MIN,) WOODETU D �X,'EDGEGISTANICE`15 ACCEPTABLE FOP, WOOD
<br />MAMING), �14,aQDSTWI)'5HALLBE"SOUTHEFLNPI E'�G=4,SSORI,��TMOENSTIt,4-AfSCRBW
<br />SHALL HAVE PWLLIPS PAN HEAD OR HEX HEM,
<br />It- REMOVA5LEAW-HORSAFLE. D�WALTPANELMA7E,ALL-MMqSS=T)--k7&gRASSMJSHING
<br />KM
<br />1 fitlt7l
<br />Bali
<br />J,
<br />mom
<br />mmmulilll�
<br />M
<br />�ffl
<br />L2, MACRINE'SCRqWS SHALL HAVE Iq' MINIMIL104 ENGAGEMENT OF THREADs INTO THIT BASE
<br />-A5e WAFSR HAAD (.SIDEWPIIL� B01-T) U, N�O,
<br />ANCHOR AND'MAY H�VE EYTHEF A PAN HEAD, TRUSS HE
<br />13: MrMUM E4MIteDMENT�=EDGE (31911 T E A NISH
<br />DEEXON TES NC _ �OrtjolLS k OtEXCeb BTUCWOFL6 H Rw LLPI E5.
<br />14 iA W7ACCEPTABLEASES
<br />TFIII[Mant"(VINWAMM
<br />20-31$43
<br />5- LTNEARTNTERFOLPTio6 15 NOT PMMrTTEQM.R USEAWTH THE ANEHCRSVFDUUfP5
<br />THIGSHEET
<br />Q)
<br />U)
<br />-00
<br />>
<br />0
<br />0
<br />Q)
<br />C:L
<br />0-
<br />0
<br />0
<br />0
<br />U)
<br />-L--
<br />Q)
<br />=:3
<br />-0
<br />0
<br />-cu
<br />Cl)
<br />=
<br />0
<br />0
<br />-2
<br />=
<br />0
<br />co
<br />0
<br />0
<br />Ln
<br />U)
<br />E
<br />"
<br />0
<br />CU
<br />-0
<br />40-
<br />M=
<br />C/)
<br />0-
<br /><
<br />1A
<br />44
<br />C%i
<br />LAJ
<br />03
<br />LA_
<br />c=
<br />C)p
<br />X,
<br />CL CD
<br />E_
<br />C,
<br />CD CUP
<br />Cj
<br />cn
<br />E
<br />6
<br />Ca- Cj
<br />Cn-I..,
<br />(D
<br />C_
<br />_4__j
<br />U)
<br />=3
<br />0
<br />L_
<br />CDL
<br />0
<br />Cu
<br />0
<br />U)
<br />LLJ
<br />Z
<br />Z
<br />SHEET NO.
<br />SH 1.5.
<br />
|