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#14XI'
<br />60FTS21
<br />1/2'
<br />ANCHORS
<br />(SEE SECTION EZI ALTURNAIK EZ1W ON SHEET
<br />Min.
<br />14(SEE NOTE 2) -0.4
<br />-L-- - - - --- --- - -- -
<br />(END PAN
<br />SEE NOTES 2.
<br />'4�7 I *
<br />2)
<br />s Ed
<br />EL) (INTERIOR PANEL) 11 R R PANE (NTERtOR (END PANEL)
<br />3, '4
<br />SEE NOTES 2, 3. 4
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<br />S.S. BOLTS W 0
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<br />IYPICAL ELEYA110N FOR SERIES 2000 E-Z HANG STORM PANELMSYSTEM (t)
<br />I-Wo"-ENGtNEERING
<br />ENGINKIEWING EXPRE:8-0
<br />PRODUCT EVALUATION RE:PORT
<br />September 15, 2020
<br />Application Number: 17069,1 - R2
<br />EX Project Number. 20-31543
<br />Product Manufacturer. AllAmertconShunersandGlass
<br />West Palm Beach, FL 33409
<br />Manufacturer Address: 1540 Donna Road
<br />Product Name & Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />6lG20-3.005, F.A.C., for statewide acceptance per Method 1(d). The product rioted above has been
<br />tested and/or evaluated as Summarized herein to show compliance with the Florida Building Code
<br />Seventh dition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code.
<br />Ro-evoluallon of this product shall be required following perfinorit Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCT EVALUATION-DOGUMENTS
<br />on-HVHZ)', SIT
<br />EX drawing #20-31543 titled '249a Galvanized Steel Storm Panels (FNHZ & N eats 1 -6.
<br />prepared by Engineering Express, signed & sealed by Frank Bennardo, P.E. is an integral pad ofthis
<br />Evaluation Report.
<br />TEST REPORT$
<br />'in
<br />Unflo, static structural performance has been tested In accordance with TAS 202 test standards par test
<br />reprort(s) #ST-ASG-1 7-001 by Blackwarter Testing, Inc.
<br />La a missile impact rosrstance and cyclic loading performance has been tasted in accordance with TAS
<br />rg
<br />esfing, Inc.
<br />201 and TAS 203 test standards per test report(s) #ST-ASG-1 7-001 by Blackwater T
<br />STRUCTURAL ENGINEEPJNG CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate th pr
<br />a oduct based on
<br />comparative and/or rational analysis to qualify the follantring design criteria:
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM 0ENGiNEERiNG ExPRESS. COM
<br />ENGINEERiNGUPREss.com
<br />LAST PANIELO TO BE INSTALLED AT EACH OPENING SHALL ALWAYS
<br />BE
<br />PROVIDED W REAMANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />ST)L
<br />1) M
<br />TO BE IN INSIDE OF STRUCTURE.
<br />NOM
<br />DEUS TORM PANEL SYSTEM
<br />A
<br />W 2L ip�� E-Z RANG S
<br />I, TRACKS 'top & BOTTOM.
<br />(2). ENDIJPANELS SHALLaT.IBE CONNECTED TO BOTTOM TRACK
<br />WISE A STOP HALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3)� IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST Of 1/4YO-2OX3/4' M.S. W/ 7/8"OX3 32' WING
<br />NUT OR 114*10.314;MO. THUMBSCREW INTO TAPPED
<br />BOTTOM
<br />TRACK. LOCATION C FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL-
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR M ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />VAUD
<br />t INSTAIi-ATIONS ONLY FOR WIND
<br />SPEED UP TO 170 ..p.h.
<br />FLORIDA
<br />NOWENGINEERING
<br />Page 2 of2
<br />All American Shutters and Glass
<br />24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable 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 essential faci]Mes.
<br />Impact Resisftnce.,
<br />Large impact Resistance has been demonstrated as evidenced In previously fisted test report(s), and Is
<br />accounted for In the engineering design of this product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as Indicated in the span schedule(s) on the
<br />respecti" Product Evaluation Document O.e. engineering drawing).
<br />Installadon
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document ri.e.
<br />engineering dravrIng), 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 drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be In sW accordance with the respective Product Eva
<br />luagon Document O.e.
<br />engineering drawing) as noted herein.
<br />listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />All supporting host structures shall be designed to resist all superimposed foods and shall be of a material
<br />In this produers respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />All Components which :re permanently installed shall be protected against corrosion, contamination, and
<br />other such damage at It times.
<br />This product has been designed for Line within and outside the Hfigh Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />. . ......
<br />y,
<br />Nzl�
<br />f �aie
<br />Frank Bennardo, PE
<br />ENGINIEEPJNG SIORRES0
<br />#PE0046549 I Carl. Auth. 9885
<br />AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />160 SW 121 -0660 1 (866) 396-9999
<br />(954) 354
<br />TEAM@ ENGINEERiNGExPRESS.CQM
<br />ENGINEERINGEXPAESS.com
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<br />INMLLATION DETAIL5 EQR SERIE5 20Q0 E-Z HANG STOR PANEL CI)
<br />INTO POURED CONCRETE, CQNCRETE BLOCK ANO WOOD STRUCTURE�
<br />-jl,. TAPOON
<br />1 CONCRETE BLOCK 7 ANCHOR a 12- o.c.
<br />�77-0
<br />1/4*0 - 1 -
<br />TAPOON �14xl� HEX HEAD TEX WOOD 140" HEX HEAD TEX
<br />ANCHOR 0 12 O.C�
<br />EDGE OF I EDGE OF I
<br />VAX,. 41
<br />1 PJ/2'
<br />I" PAPATION t
<br />7) GLASS, SEPARATION-
<br />NINUM TO CLASS
<br />MIN 1 __ _,;. 'op UN NUM POP
<br />WT 4-
<br />-4)
<br />-4)
<br />V-0 A
<br />S a MAX. A- e MAX
<br />PANEI- LENGTH PANEL LENGIM
<br />T
<br />0 1^ in.- I
<br />4'0-20.2* 1
<br />Sort
<br />8 To CLASS. OF V
<br />TO GLAS&
<br />9 Box 00
<br />u OF -L:-11
<br />MEISCREW
<br />,
<br />INDL
<br />A
<br />1/2
<br />PI L J/4*11 TAPC40N ANCHOR
<br />0 12
<br />1/4-OL TAI 2Y.4- WOOD
<br />ANICHORR 0 12 -PLATE
<br />CONCRETE B=K RMVM
<br />WALL MOUNTING WALL -MOUNTING
<br />SEenON E21 ALTERMME EZ1W
<br />SCALE 3/8=1' SCALE 3/8-1
<br />E "�Vl S,-
<br />FLORIDA BUILDING CODE (Won Ifigh Velocity Hftu carte Zone)
<br />slam MIN. PANEL LENGTH EI.441 FA
<br />1 . INSTALLA74ION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SHALL BE 2 -S" 24 SAM GkVAMZED STEEL STM PANEI.
<br />PRESSURE RATING +/- 40.0 p.s.f. AND 6'-0* MAX GLOBAL PROTECTION PRODUCTS. I=.
<br />STATE 01� Ef
<br />PANEL LENGTH. Z
<br />- �: 7�,R-P-, "1100 Sir. 5 STRW
<br />2. FOR NEW WOOD FRAME CO NISTRUCTION: WOOD
<br />TO E PINE No 2, Wl SPECIFIC is DAM FL 3"14
<br />MEMBERS a SOIJT14ERN Fw- 20-175
<br />DENS" OF 0.55 OR EOUAL,
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ
<br />TOP MOUNT (CONN
<br />TYP,
<br />TYPE AS REQ-G)
<br />SECTIONS
<br />OPTIONAL '-20 STITCH
<br />BOLTS Wry� WASHERED
<br />WINGNUTS FASTENED 0
<br />GVERLA OMIDSPANUSE
<br />g T'
<br />E!
<br />APPROPPR'IATE SPAN TABLE)
<br />a
<br />PLAN VIEVe
<br />In
<br />156,
<br />BOTTOM T
<br />MOUN,-/
<br />(CONN TYPE A
<br />REQ'D)
<br />R0.3
<br />MAY 13E AT TO 1
<br />OL a M
<br />TOELEVATION
<br />TYPICAL VERTICAL MOUNTOT
<br />ri,V N.T-5,
<br />ELEVATION
<br />TOP MMNT
<br />Lmox
<br />(CO N PE-\
<br />AS RETqy
<br />(SPAN ABOVE
<br />I
<br />507TOM
<br />STRUCTION)
<br />r,MDUNT'P,
<br />C N,
<br />AS REQ'D)
<br />0
<br />OBSTRUCTION
<br />(LOCATION MAY VARY)
<br />L
<br />BOTTOM MOUNT (C
<br />Lmax
<br />(SPAN BELOW
<br />TYPE AS RE' �'D)
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS
<br />RN R'D'
<br />�`AN'
<br />OPTIONAL 51LTCH
<br />BO SWITHWA51HERED
<br />PROVI THAT CONNECTIONE
<br />DED
<br />ANCHORS ARE USED WHICH
<br />SATISFY
<br />�
<br />WIL2 NUTS TASTE N e D La
<br />SPANS ABOVE & BELOW OBSTRUCTION,
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />/-2"\ (NOTCHED PANELS)
<br />N,T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 PAMPI S
<br />MINIMUM STORM PANEL SEPARATION FROM CLASS
<br />(KVHZ ZONE 4 &ESSENTIAL
<br />FACILITIES)
<br />MAXIMUM
<br />DESIGN
<br />AUDWASUE
<br />INSTALLATIONS L INSTALLATIONS GREATER
<br />RESSURE
<br />SPAN amax)
<br />THAN 90 ABOVE GERSSIE THAN 30'ABOVE GRAM
<br />i FELT)
<br />Gain
<br />-/-35 I
<br />M�O In
<br />6,06 in
<br />.0
<br />.01
<br />G�D� C
<br />n
<br />.61N
<br />PR*Nt .
<br />6 06 In
<br />�Inhl
<br />klOGID
<br />106,691
<br />6,081.
<br />35 1!1,
<br />832 1.
<br />&09 In
<br />253 IN
<br />/.65
<br />594 in
<br />6.11 in
<br />2.72 J.
<br />2,9D in
<br />27.0 In
<br />6,131.
<br />2.981n
<br />t)FAN t)LNtUULl: NU I tb:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAX04UM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH i
<br />POSITIVE LOADS LeSS THAN OR EQUAL TO
<br />2. "PANEL FASTENEW ARE STUDS USED IN
<br />C0143UNMON WITH ALI. MOUNTING EXTRUSIONS
<br />(-F--TRACK, STUDDED ANGLE, ETC.). USE 6.25-
<br />'N
<br />O�C PA EL FASTENER SPACING TABLE VALUES FOR
<br />"H -U1
<br />ALL - AND HIBADIERS [INCLUDING BUILD OUT
<br />CON
<br />OrTIONS).
<br />3. LINEAR ]INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDU LE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROIECTED,
<br />2, SCHEDULE IS REQUIRIED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />tl
<br />LOAD.
<br />3. FOR BN DNS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />STALLATT
<br />FACUXrIES IN ASTM WIND ZONES 1 THROUG 3, THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIM UM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MAXIMUM ALLOWABLE
<br />9k
<br />DESIGN PRESSURES- 7'
<br />FZS NOTED IN OESIG
<br />SCHEDULES
<br />DESI
<br />GN NOTES'
<br />POSITIVE AND NEGATIVE ESCALCULATED
<br />SE
<br />FOR WITH THIS SYSTrSrq'NALPLRBEESSI)UERTERMINED PER
<br />SEP
<br />GO;ARATE 111-1 ING H HE
<br />",a N-C. A-EQIT
<br />PIGG
<br />.OD,ER
<br />.. U�IRE 111MINT,
<br />EL,,Lf
<br />NAC I ASGE
<br />DETERM NE I COROANCEW HASCE ?AND CHAPTER
<br />1609 OF THEE) F
<br />LORIDA BUILDING CODE SHALL BE LESS THAN
<br />OP. L 0 1 101,1TTV1 11,11 NEIDA�TIVI 11.111 N
<br />PREE62UA TH
<br />ASSEMBLY
<br />FORANY
<br />UPLE
<br />L TSE �R_
<br />A
<br />GSM
<br />GENERAL 140-FES:
<br />PER
<br />TRESS HAS BEEN USED IN THE
<br />'OR THE PROJECT
<br />19 USED G HALL BE RESPONSIBLI
<br />ACES TO THIS DESIGN WHICH
<br />CONTRACTOR,
<br />legRUNG SHAL BE MOUIRIND IN
<br />S OR SPANS CONTAINED
<br />:I�T
<br />f PAN CALCUIX17IONSA9
<br />IMANDOO!!SNOT ROWDE
<br />�CONDUION QVIFEREATFROM
<br />5
<br />CUMVVIS � R OR REGISTERED
<br />;ED ENGINEe
<br />BASED ON MAXIMUM TESTED
<br />)AM TO ASTI4 M53 STRUCTURAL QUALITY
<br />WITH A t INIMUM Py,jl ICE.
<br />-T6 AU M
<br />';N M Y BE 114TERC HANDED AS FIELD
<br />SHALLBE 6063 N UM ALLOY.
<br />kY BE MOUNTED VERTICALLY OR
<br />HEMINSH ULSEEMBEODEOTO
<br />ISTALLALLCOMCRETEAPICHOJLS PER
<br />ONS.
<br />ISIBLE 70 INSULATE OR PRO97ECT ALL
<br />RIALS TO PREVENT ELECTROLYSIS.
<br />X TO VAL S STRUCTURAL DESIGN AS
<br />BY CONTRACTOR, t. M.
<br />TE FEES RESULT114G FROM M L
<br />THEISEN
<br />Ek CONSTRU M.ON PRACTICES BEYOND THAT
<br />.1-ATE, & FEDERAL CODItS & FROM
<br />HEREIN, NO ADDITIONAL
<br />ATE TMIS CER
<br />$ARE N�NUED.
<br />TIYtAEELEDWrrHAMINIM0MOF(1� LABEL
<br />3 R I FirQSIZTIA P-W6UL RUM EE.
<br />VISIT
<br />OWABLE SPAN SCHEDULE
<br />M=�
<br />TOP
<br />MOUNT
<br />Al
<br />23
<br />IS
<br />K
<br />T
<br />§
<br />i
<br />a
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<br />I zF
<br />1 24'
<br />W
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<br />1 0"
<br />1 W
<br />27
<br />28"
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<br />V
<br />2r
<br />I Ire
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<br />2r
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<br />24-
<br />2W
<br />26"
<br />!i
<br />2.6 a H-d.
<br />0'
<br />OT
<br />0`
<br />Zr
<br />24*
<br />216"
<br />'2T
<br />W
<br />T
<br />24'
<br />2r
<br />20"
<br />24orkStudAngle
<br />27
<br />2r
<br />zr
<br />31,
<br />ll*
<br />2T
<br />ZY
<br />W
<br />it'
<br />33'
<br />W---.k
<br />111"
<br />-
<br />-
<br />-
<br />-
<br />-
<br />-
<br />--
<br />L41.
<br />-
<br />W
<br />sr
<br />'P Track
<br />25"
<br />25'
<br />31w
<br />SW
<br />fir
<br />30"
<br />50Y
<br />2r
<br />ST
<br />St.
<br />Its"
<br />SW Anak, nNal 4-4)
<br />-2r
<br />22'
<br />22'
<br />11'
<br />2V
<br />30'
<br />1
<br />1 20'
<br />11
<br />1 31"
<br />0
<br />Dire
<br />24'
<br />211"
<br />24'
<br />W
<br />Ar.
<br />;�T
<br />40-
<br />It.
<br />4V
<br />W
<br />*U" dilaft
<br />(r
<br />Ir
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<br />i
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<br />LEM THAN Tllos� NODED IN TABLE ASDdI AM "Or
<br />AW."AAL.,
<br />J_ . M.. MOORED POR ALL BUJLDCVT MoOmI IN TAsur Arro,E. WKM SIDE CLOSAMS ME NOT
<br />USED � BWLDOVr MOUNTING �Drr`l MOORED SEPARATION MO" GLASS SHALL K PER D"ArL1`
<br />TASU TOSDTI 220(- ROLTS)AN"ll-AMILS, Sm-
<br />AAaNLSPAN"*r0,
<br />OPOONG IPEP UNING ANY MOUNTING CDNDTION IN -Vllilwrn"�
<br />0
<br />ONAL INTERIOR FASTENING DETAIL
<br />TV.
<br />r.!IT-5D
<br />SC." `,RV
<br />0k PACE
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<br />NOI MOUNT
<br />tCONN-AS
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<br />20-31543
<br />SGMSS PANEL)
<br />M QfflONAL EGPESS PANEL DETAIL
<br />INIT.T." FASTENING
<br />101
<br />CA
<br />Y
<br />2,250' 0 750'
<br />0.094" fU
<br />t
<br />0.125" TT -4
<br />CA
<br />T TYP. TYP
<br />094", 094"
<br />.062
<br />T-M,
<br />1.930" 1.930"
<br />C
<br />D.D.- J�11� �_
<br />2.C��10.375'i TYP.
<br />0.062" '2501, 2ALk'
<br />S 2.020"
<br />BUID-OUT HIDWER 01
<br />&12
<br />Z
<br />14H I
<br />-3360" MAX
<br />60 0 1 16il ;�"8jj L.007'
<br />s'.. 03501,
<br />08861,
<br />I'l 124'
<br />PANEL LEN IrTT
<br />14.8775' PANEL LEN D I'll �11..
<br />LoG 21 cr
<br />3%
<br />00" PANEL COVE
<br />0,090
<br />-a CS
<br />TYP, �Q ;;U�Z:j 0.957'
<br />ILDTOUT'r TRACK
<br />;PHT11 rtUMLIT
<br />KEYHgLE
<br />0 313'
<br />7
<br />11 tT I
<br />LK
<br />DMECT'M
<br />IL i
<br />000 -,� Z'� � 8
<br />12 A,
<br />TYP.
<br />@-I�u: TRACK (EXTup) a
<br />OVERLAP -Tt
<br />1: 8 1
<br />2S" MAX.
<br />4- MAX CDOERCLD�M DErAiL I I
<br />A .25"MAX,
<br />MAX�
<br />LU
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<br />ILAPHOUNT CLOSURE DETAIL
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<br />ANCHOR SPACING SCHEDULE:
<br />24GAUGEPANELS; PANELFASTENERS4 t2.5"O.C.
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<br />ANCHOR NOTES:
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />1. ANCHOR SCHEDUL-E APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />I. SPAN -11111 ILE I 11AIL APPLY.
<br />FL ANOMOR SCHEDULE BASED ON PANEL FASTENER SPACING, 7H E EXISTING STRUCTURE
<br />F 7
<br />2 a ANCHOR TYPE. SELECT DE51GN LOAD GREATER THAN OR EQLALTO NEGATIVE DESIGN
<br />MATIERINAL!,
<br />LOAD ON SHVrT ER AND SELECT SPAN GREATER THAN OP, EQUAL TO SH UTTER SPAN S ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOLL NTING CONDrFION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDE NTI FICATION OF CONNECTION TYPE),
<br />("I�TRACK,SIUDDED ANGLE, ETC.) LISE6.25" O.C. PAN�LFA5`TENERSPACING TABLE VALUES FOR
<br />-ANC)'U"�HEADERS(INUUDINGSUILDOUTCbNOXTIONS�L
<br />ALL H'
<br />ANCHORSSHALL BE IN57ALLEDIN ACCORDANCEWrH MANuFAcTuREFIVRECOMMENDATIONS
<br />5 HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTIM C90 BILOM
<br />4.
<br />6 MINIMUM EMBEDMENT SHALL BE AS NOTED N4NCHOASCHEDULE,
<br />1-NIGM3111111111 E BEIIENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, ERICK, AND CTHER WALL
<br />F1 HES. WALL MFINISH SHALL BE LIMITED TO 1/4' MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TR
<br />9� WHERE EXISTING STRUCTURE is WOOD FRAMING, EYISTI
<br />FA QUATE WOOD FRAMBLIKING CON ITIONS MAY VARY. FIELD
<br />VERIFY THAT MEMBE S, NOT PLYWOOD. FASTENING
<br />PLYWOOD ISSTMERS ARE INTOADE
<br />TO ACCEPTABLE ONLY FOR SIDE CLOSU RE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHALL BE LOCATED IN
<br />pl(� OR
<br />C6NTEROFNOMINAL2'X4 M11,L)WOODSTUD X4"EOGED1 TANCEISACCIEPTABLEF WOOD
<br />E� 5
<br />FRAMING). WOOD STUD SHALL BE --OUTHERN G-10.55 OP, GREATER DENSITY. LAG SCREW
<br />SHALL AVIEPHILLIPSPANHEADORHEXREAD,
<br />It RH
<br />EMOVABLE NCHORS ARE; DEWALT PANELMATE, ALL -POINTS SOLID-SIET & BRASS BUSHING.
<br />MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />MA NE SCREWS SHALL HAVE 1/2
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U. N.C.
<br />13 MINIMUM EMBEDMENIT AND EDGE DISTANCE S(CUUDES STUCCO OR OTHER WALL FINISHES,
<br />14. BI DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />5, DIRECr MOUNTING CONDITIONS-
<br />15. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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