|
"iF
<br />MAX
<br />PANEL L04M
<br />a 4/- 404 PA1.
<br />TYPIQAL EUMADON FOR SERIES 2099 E-Z MANG STORM EANEL(D USTEM M
<br />SCALE: 3/32'=l" 1/4' 144Pc GAP
<br />.141
<br />.IN -
<br />LAST PANcLCD To BE INSTALLED AT EACH OPENING sNALL Atwxes BE
<br />PROVID W
<br />V4Lr
<br />ED rrM TO FACILITATE *WAUATION IF, INTEMM
<br />TO BE IN M INSIDE OF SMMK,
<br />M. M -Z HANG STORM PANEL SYSTEM
<br />CO Sp. �.. ftcwt TRACKS TOP & BOTTOM.
<br />(2). END PANELS SHALL ALWVS'1,1'E0O1,10ECTED TO 807TOM TRACK
<br />OTHERWISE A STOP BAR 0 PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). If END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST Or 1/4-9-200/4- M.S. W/ 7/Wox3/32� %NNG
<br />NUT ORL "/4OK3/;4 MI HUMBSCREW INTO TAPPED BOTTOM
<br />IR". N r" EAS MAY Be AT EITHER OF TWO
<br />EXTERIOR FLAT FLAMM OF END PANEL.
<br />(4), IN CASE THAT END PANELS ARE NOT CONINECTED TO BOTTOM
<br />TRACK (i.e. A STOP 13AR S ONLY USED AT TOP) AT LEAS, TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATEO ON Rom & ABOVE IN SUCH CASI� CONNECTION OF
<br />PANELS TO BOTTOM K MAY OCCUR AT ANY PANEL WCAMON.
<br />t INSMIAMONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 rn�p,h. I
<br />I
<br />INAVENgINEERING
<br />ENGINEERING
<br />1114F%F
<br />111101% 1_":� IX
<br />'Tl",�,"�F",L�-,�";,L�',�"I
<br />Page 2 of2
<br />All American Shutters and Glass - 24ga Galvani Steel Storm Panels
<br />ENGINEERIP401 EXPRESSO
<br />P140DUCT EVAWATiON REPORT
<br />No 33% increase In allowable strom has been used In the design ofthis producL
<br />Separation from glazing Is riot required for Installations o0side of wind zone 4 and assentlat Isolates.
<br />September 15, 2020
<br />Impact Resistance.
<br />Application Number. 17WO,l - R2
<br />EX "act Numbor .1041543
<br />Large Impact Resistance has been demonstrated as evidenced In previiiouary listed test report(s), arid Is
<br />accounted for in the engineering design otthis product.
<br />Product Manufacturer AD Arnedcan Shufte"S and Gtm
<br />Manufacturer Ad&ew: IW Donna Road
<br />Wind Load Resistance
<br />ftot Palm Beach, FL 33409
<br />T act has boon,designed to Festal Wind loads as Indicated In the span achaclule(s) on the
<br />== Product Evehiation Document #,a. engineering droWng).
<br />Product Nome & Description: 24ga Galvanized Steel Storm Panels
<br />Large Missile Imped Resistant
<br />Installation
<br />This product shaiI be Installed In strict complance With Its respective Product Evaluation Document #.a,
<br />"Ineerfirpdrawing), along with all Components noted therein.
<br />Scope of E�mtuatlon:
<br />Product components shall be ofthe material speclied In that products respective Prodirct Evoluallon
<br />7bis Product Evalustion Report is being Issued in accordance with the requirements of the Florida
<br />Document O.e- engineering draNvIng).
<br />Department offlustness and Professional Regulation (Florkle Builifing Commission) Rule Chapter
<br />OIG23-1005 ' FA C., for statewide acceptance per Method 1(d). The product noted above has been
<br />Limitations & Conditions of Use.
<br />tested arwor evsl�aurd as Summarized heroin to show conViance with the Florida Building Code
<br />Seventh Edition (2020) and is, W the purpose Intended, at Most equivalent to that required by the Code.
<br />Use of this product shall be In strict accordance with the respective Product Evaluation Document V.o.
<br />Re-evolualion of this product shall be required following pertinent Fforida WMIng, Code nxidlicatiom or
<br />engineering drawing) as noted herein.
<br />revisions.
<br />All supporting hog structures shall be designed to resist all superimposed bads and sholl be of a material
<br />isted In this product*s respective anchor schaelule. Host structure conditionswtiloh are not accounted for
<br />Substantiating Data:
<br />In this products respective anchor schedule shall be designed for on a afte-spechic basis by a registered
<br />professional engineer.
<br />. PRODUCT EVALUATION DOCUMENTS
<br />All components which are permanently linstaled sholl be protected against corrosion, contamination, and
<br />EX drawing 020-31543 tfflod'24ga Galvanized Sleet Storm Paneb (HVHZ & Non-HVHZ)', sheets 1 -5.
<br />other such damage at al times.
<br />n,o ad by E Express, Signed &sealed by Frank Berinardo, P.E.Isortiolegraipartofthis
<br />This product has been designed for we within and outside the High Volocky, Hurricane Zone (HVFLZ).
<br />E" tu�on R.=�Wdrig
<br />. TEST REPORTS
<br />Respectiftilly,
<br />Uniform $to* Structural porformance has been tested In accordance with TAB 202 test standards pat test
<br />reportiat #ST.ASG-1 7-OgI by Blec)w*w Testing, Inc,
<br />Large misefle Impact resistance and cycle loadnii performance has been tested in accordance with TAB
<br />201 and TAB 203 test standards per tW report(s) #137�ASGA 7-001 by Blackwater Testing, Inc.
<br />STRUCTURAL ENSINEERING CALCULATIONS
<br />Structural engineering oalcolerflone have been prepared which ovalueft the product based on
<br />e "__%1
<br />____ ZY
<br />to the following
<br />comparafte and/or rational analysis quality design Criteria:
<br />.'
<br />1. Maximum Allowable Spens
<br />2, Minimum Allowable Spans
<br />3. Minimum Glass separation
<br />Frank Beninardo, PE
<br />ENGINEEMNS &PRESS's
<br />4� Anchor Spacing
<br />#PE0046549 I Cert. Auth. 9885
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />160 SW 12 AvENus SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0661) 1 (866) 396-9999
<br />(954) 354-0660 1 (866) 396-9999
<br />TEANOENGI NERRINIS EXPRESS.COM
<br />TEAm*BNGiNEERrNGExPREss.com
<br />ENGINEERING EXPRESS. COM
<br />ENGINEERING EXPRESS.COM
<br />MM7.CA
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<br />DEIAILS F_QR
<br />POURED ONCREIE. CONCRETE
<br />SERIES 2QOO E-Z HANG
<br />BLOCK AND WD9D
<br />STORM EANEL
<br />5IRUCTURES
<br />--I
<br />"VTAPCON
<br />REGOIRED.
<br />a jr O-C.
<br />1/,r# TAPCON
<br />ANCHOR 0 12* 04�
<br />i4xi' HEX HEAD TEX
<br />EDGE O(NW PAN
<br />WOOD HEAM.
<br />AEOUIAM
<br />1'1� 40' 10 HEAD TEK
<br />0 FROM
<br />ED" OF
<br />9
<br />FIX
<br />t
<br />1/2*
<br />1141-20,t-
<br />F,
<br />1
<br />eAk r
<br />TO GLA&r- POP
<br />I* win.
<br />tire
<br />UMINUM POP
<br />RIVET
<br />PANEL
<br />am
<br />.J�i
<br />MAX
<br />PANEL LENGTH
<br />"'-SEP=
<br />To
<br />11 MIA.
<br />OF V
<br />1 ory
<br />"WMMF"
<br />In
<br />11
<br />U11:2r
<br />$
<br />14"�I. TrOON ANCHOR
<br />Ile* TAP�7w�N
<br />ANCHOR 0 121-6.r.
<br />POURED
<br />OR
<br />_L
<br />1'4
<br />Iir
<br />CONCRETE BLOCK
<br />ftuffitm.
<br />I A) I
<br />SCALE 3/8-1'
<br />SCALE 3/8-1"
<br />N' TIL
<br />INSTALLATION ARE ONLY VAUD FOR MAX. A.S.O, DESIGN
<br />MIN. PANEL.UENGTH
<br />HALL BE 2 _6"
<br />o.4
<br />- * E
<br />FWRIDA
<br />9=0 11.11M W_
<br />BUILDING CODE LN9n High Velocity Hu
<br />24 GAIGE GALVANM STEEL STM PANEL
<br />9 Zone),
<br />011,001 St.
<br />1.
<br />PRESSURE +/ J. AND
<br />RATING - 40,0 p.s 61--0" VAX
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION., WOOD
<br />-
<br />STATE
<br />/T17LEC 0 ..'\ GLOM MTECWN PROI)UCTS, LLC.
<br />AM
<br />20-175
<br />MEMISM TO K SOUTHERN PINE No 2, W/ SPECiFtC
<br />DENSITY OF 0.55 OR EOUAL
<br />owma sw.
<br />ow is or to
<br />ALL AM RICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & KON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PEW. to PANEL SPAN)
<br />IM,
<br />MAXIMUM ALLOWABLE 4 FrInk
<br />'D'oe
<br />DESIGN PRESSURES-;
<br />wl
<br />-0�
<br />5 NoTtD I N DEWN
<br />SCHEDULES
<br />DESIGN NOTES:
<br />S4
<br />LATED
<br />PDSW�WN
<br />'; ;.
<br />rW��DESIIH3�"U
<br />VR�
<br />EMS ne Dr LNED PEIL
<br />F�IEI?RQ TE SPIGINEERINGIN RDANCE WITH THE
<br />WJMW15,1TD1�Cg E MO. I
<br />,
<br />t I
<br />vt a!
<br />RrA HIL 7 A
<br />NA r&%?l
<br />E SHALL BE LE
<br />_-.UI1_E'0'11';N&O-TrVE
<br />DESIGN
<br />P URE CAPACITY VALLI ES LISTED HEREIN FOR ANY -
<br />U :A
<br />ASSEMBLY AS SHOWN.
<br />GENERAL 140-FES:
<br />' %j
<br />ni i
<br />TH"S A"E"OE"ON No 5 ?IN
<br />EDA NALLOL jM
<br />Ej.-
<br />V,
<br />I Un
<br />ACC D THE M
<br />OR ANC T
<br />E , _ ,,L,
<br />R 0 ED O'OF_ E HVHZ PER
<br />J'o I A I-
<br />I SHALL
<br />AN EA_
<br />AND ALL- I..'. P E HICH MAY
<br />A' PRO B No.
<br />!I, A N. A.."All. �EREIN MAY A'�
<br />LED " GINEE"N..
<br />A' SP IN A '. _ , E S BEEN
<br />I No �HCP-A SRS USED IN THE
<br />S TE
<br />THE A T 'R.'.
<br />H am-_ Q
<br />SU'ERsTRU & RE .. IS BE A PoNtIBLE
<br />FOR TNE T N. AFAC. TO DES WHICH
<br />SRALL BE�C�OTORRDXRAIMD� BY
<br />� , T
<br />, I , C1.1101110111"Aly IT NO c=7
<br />4AP,0.01N, N 11 e'Ro"N A�LNR
<br />OR -A rA;UEoTED IN
<br />, OR SPANS C6N'
<br />M SIE it�. RA, T , NAS , NSAS
<br />GiRE&DEFLECTION
<br />_rtRALtERNATESIANCALCUtAT1
<br />11A'BAR
<br />ANbVrOO� NOT PROVIDI
<br />FDA Asndftc �R no TIONS 0 1
<br />gniUMATION
<br />.�L
<br />RE T� I'. IN
<br />ton'UNC17ON WITH TMS DOCUMMNT�
<br />6. DESIGN PRESSOReS N TED HEREIN AKE BA56D ON MAXIMUM 7ME-
<br />ir
<br />V0AFE1YqF
<br />I A'6FASPTW1RS TO M! EgSAOTIM
<br />ENERS &HAL AUT, I
<br />N_RE5I5TARTKATERIAI,.AXD, HA OM NMR'�SPEMI'
<br />Poll ALUM DIUMSTRUCTURES' SEC 1 1S BY THE ALVICHIrk AWOOATIO'N�'
<br />INC-.� 1, AI�Y L, STA �Sklllt 'A
<br />ALL � BE t��,�CODES.
<br />k BE 24 6T
<br />4� FORM TO AM MS3 STRUCTURA L QUALM
<br />ST. M
<br />A:�Mjl KSI.
<br />M A E $063 16 NUM ALLOY.
<br />wr
<br />-8 -- TY
<br />N
<br />6)
<br />NON�C
<br />FWO CSN1rRETf,,W,�,LY` INSTALL ALL CONCRETE AN CHO RS PER
<br />_COM E D�
<br />HA BEA FV Tz-
<br />Ir THSCONTRACToRIS Mob I0i5TOIIr1%1ULATf1 11,10OLTVISCTALI
<br />1-
<br />0
<br />INEEKSE 16 5XC 11rGN AS
<br />0
<br />(LOCATION MAY VARY)
<br />TF111511r110e11a11IEjOVA
<br />gT 011tk
<br />A. SAVES RM R iit
<br />-C'I'ISTT' "S
<br />INH1 PIbM A ERVAr
<br />OP PIT
<br />I�A.111�CATIOU3 MA"i'J"ICTO 'TRU90 ICES BEYD 11 THAT
<br />El' I
<br />(CON
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<br />AS A q
<br />IS CA I'=: 4L 1!'.Fl A'L�0%&FRPM
<br />0 R OFIHIS LAN.
<br />M in t!011011 N, NO ADO DNAL
<br />Of ' A NS R A�T
<br />_L J_ I I I
<br />Ul
<br />IS. TMIS DOCUMEN'r
<br />SC,TrOM MOUNT [CONN-/
<br />($PAN 15ELOW
<br />27. P E SH EP y MI IMUM OF (1) LABEL
<br />PER a OR TIM
<br />121111AM,
<br />H
<br />IYPE AS REQ'D)
<br />OBSTRUCTION)
<br />FA CFrCH 4ALY4'-20STITCH
<br />NELS Y al!N �0 AS A B'10OWt4ITH WASHERED
<br />Ail
<br />0'�.Q'TQ'2Nj'rAS I I
<br />FWRIGAMOOKTAPPRt LN MOER
<br />r 0
<br />PROV THA' NNE TIONS WINGN1ITS FASTENED 0
<br />ANCHEARe USED ANICICH $
<br />20-31543
<br />OVERLAPS 0 MIDSPAN (USE
<br />APPROPRIATE SIIAN TABLE)
<br />VISIT ECALC.10131643 rMuMf 0
<br />VERTICAL MOUNT ELEVATION
<br />Nz ECIV-T,
<br />1.11-111`�
<br />/1� (NOTCHE� D PANELS)
<br />N.T.S. ELEVATION
<br />MUM ALLOWABLE SPAN SCHEDULE
<br />PAN tLb)
<br />'p,
<br />PAO
<br />W
<br />�41
<br />4 __jR_Q _1. ___Los in 2.16f.
<br />M'O 1. GAS ir�� 2.16 1" CA9PTA%t.
<br />2. No SP=7PAN M S=IRW MffieN PAftft UE MATH I S G A E&TER MAk THAT N WEA PA R
<br />RASMIATIVE Prcii'=]o
<br />Ismo 1. 6.06 M 3 �SMCUOSUM�Uen`
<br />USED WITH, WROO,", MOUNTING CONDITIONS. ARIUMIED SP�TION ROM GLASS S� Off PER "11AR.
<br />23SIO 4�
<br />./-60 Sal IA 8.09M 2S3,41 FASTVd!R5*I2 �OROJrOr_
<br />NUMor
<br />S=IMI WI�rAM PER
<br />1/40
<br />2AIn
<br />lut till.
<br />Mri, �j ill
<br />SPAN SCHEDULE NOTES:
<br />131. ENTER $PAN, SCHEDULES WITH NEGATIVE
<br />ESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR I)SE WITH AD,=.
<br />POSITIVE LOADS LESSIMAN OR EQUALTO fif
<br />NEGATIVE OWGN LOADS.
<br />2 VAHEL FA$TB4P-l.' ARE STUDS USED IN Ok
<br />COPOUNCTION WITH ALL MOUNTING EXTRUSIONS :J
<br />(11-TRACK. STUDDED ANGLE, VTC.)� USE 6.2S' ON IHSW Fla
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE-
<br />24 CAUGS, PAMEM
<br />MINIMUMSTORM PANEL SEPARATION FROM GLASS
<br />(WHZ� WIND ZONE 4 & ESSENTIAL FACIUTIES)
<br />�MVM
<br />ALLOWABLE
<br />IN WATIONILM INSTALLA'"ONSQMTER
<br />11-1-V ABOVE GRADE THAN W ASOVE�SAAOE
<br />IMF)
<br />1-t-,
<br />./-30
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<br />1, 1 "4�
<br />O.C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL *H1 ANO"It-HPADIERS (INCLUDING BUILD OUT
<br />CONOMONS)L
<br />3. LINEAR I TBRPOLATION BETWEEN LOADS IS
<br />ACCEPTABUL OTHERWISE Use NEXT MESHERI LOAD
<br />No
<br />GLASS SEPARATION NOTES:
<br />0
<br />WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />M041=21FA."Sr =111MLITION FROM THE OPENING TO BE PkOTECTW.
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />BOTTOM 00�
<br />MID)
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE SIGHM
<br />COD-�AS
<br />LOAD
<br />AMD
<br />1 FOR INSTALLATIONS OUTSIDE OF THE KVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN AM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />AND NO MINIMUM SEPARATION FROM THE
<br />0
<br />SPACING I"
<br />ANB_ AciAt
<br />MESS PAiw
<br />?Q11NAL 63,89aS_ PANEL DETAIL
<br />L ONAL INTERLOR FASTENING DETAIL
<br />0, 1
<br />FASTENING
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<br />7
<br />07�-0,094]
<br />14 GA
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<br />-5- Ts WI, 2'Wo. TYP. -ully -IF1
<br />2" 2 "1
<br />=�F4
<br />vul-
<br />1510, _31.31M)" MAX o 3113"
<br />15611 M�� L �11 1h'A
<br />0, 0,376" D.37W
<br />35c"
<br />.3
<br />i2.500" PANEL COVERAGE--
<br />mrTT FITT Los
<br />DI OS 0.250' -0.0SV'
<br />-14.875' PANEL LLENUTH 5U.
<br />DIRECTION
<br />".. B '�
<br />DS'
<br />AD eaw
<br />TYP TYP. 2� S
<br />&!r- -AC K TRACK 0.957'
<br />0119o"
<br />U-
<br />RwEgnn
<br />TYP.
<br />OVERLAP 2S"MAX.
<br />4" MAX� A CDANMC.�UPIEDETAIL
<br />25" MAX.
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<br />U.1
<br />=gUiT
<br />-7-2,
<br />61
<br />MBED
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<br />3,8211 1
<br />.25' MAX-
<br />11L M
<br />RAW
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<br />I g, 1 111.
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<br />EMB
<br />20-31543
<br />17
<br />Q
<br />ANCHOR SPACING
<br />24 GA GE PANELS; PA FLFASTENERS
<br />A
<br />SCHEDULE:
<br />0 i?_5 D.C.
<br />314- EDGE DISTANCE
<br />U, 14
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<br />12.51,
<br />i1A. 3"
<br />16,011 JSO1
<br />18.W 19.0.
<br />16,1V 7'�
<br />7;S"
<br />6.9"
<br />6,0"
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<br />15.0 5'1�
<br />14,7" S,V.
<br />14.111 S.U.
<br />141" 6.D.
<br />12.5"
<br />12.W.
<br />12,5�'
<br />12S"
<br />VMPYINN� -1.1
<br />16;0" 14,7" 6.0"
<br />MAI 14.71, ..01�
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<br />ANCHOR NOTES:
<br />1. ANCHOR 5CHEDU LE APPLIES TO ALL PRODUCTS'CERTIFIED HEUIN, Bill ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCIfOR SPACINa MUM
<br />IN SPAN' SCHEDULE SMALL APPLY,
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENFq SPACING, THE EXISTING STRUCTURE
<br />E a bAN'H1RTYMe5ELECTGEI NLROTA�,l�INiP�6��RATE(IIQTILKIIO.IIHEQIEAALT..(�ALT�CITID�IICN
<br />"'T 0 IAL TTE NO CTSP N �Zj_e f A T, S VTT A SE
<br />LOA ICN�H RA A '5P N E
<br />'ON
<br />11CT TYPE BASSOON APPROPRIATEMOUNTING.00NMtON (5eEMcUNTINS,DETXI_SON
<br />�.R ENT VIC" OF CONNECTION TYPE).
<br />1i TANEL R15TEI'�F1'.' ARE M DS USED IN CONIUNCTIONNITH ALLMOUNTING EMUSIONS
<br />(.1-1 5 DED E, EIC-1, .1 6.25'O.C. PANEL �5TENISRiPAMNG TABLE VALUES FOR
<br />'F
<br />DjU
<br />ALL '.EA'=LVNCLUOING BUILDOU7 CONDITIONS),
<br />4. ANCHORS SHALL 13E INSTALLEDIN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS,
<br />T UR LL 1"IR11 TO A57111 COD 5WIX,
<br />S WNIMUM9. TITH,'InE N. NCT597"N SCHEDULE,
<br />6: OW LTC= i NCHOR
<br />7- MFEMUM EMBEDMENT AND EDGE OISIAN CE CXCLU U CO. FOAM, BRIM, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 114� Z BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO KOST STRUCrURE.
<br />B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-.CRACKEQ CONCRETE ONLY.
<br />9 WHERE 8WI%N�G STRUCTUTROEAIS WOOD �RAM�PIG, E)(ISTING CONDITIONS MAY �(Av. FrEUD
<br />FAt IISAR� IN 0E!QUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTAbu ONLY FOR "I D CLOSUkE PIECES.
<br />ID, WHERE ANCHM FASTEN TONA RWW PACE OF STOD' FRAMING, FASTEMP, SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2')(4- JMIN.) WOOD STUD %'EXE DISTANCE IS ACCEPTABLE FORWOOD
<br />FRAMING). WOOD STUD SHALL BE --,OUTHEFLN PINE'G=M5 OR GREA-TER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPSPAM HEAD OR HEX HEAD,
<br />11. REMOVABLE ANCHOR$ ARE: DEWALT PANELMATE� A1,L-POINTS SOUD-SET 4, ERASS HUSHING.
<br />12 MACHINE StREWSS SHALL HAVE I/V MINIMUM �NCAGEMIE T,1,11PT 1.1EAD(8 NTC THF BASE
<br />III
<br />-Ao, TRuss W
<br />ANCHOR AND MAY HAVE EITHER A PAN HE A, SO T
<br />H A. r
<br />13. MINIMUM EMBEDMENT AND EDGEDIGIANCE EXCL%U STUCCO MOTHER WAIFINISLH.',
<br />14. 1111111 DESU;NATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />1-5- * DIRECr MOUNTING MOUDITIONS.
<br />IS. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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