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<br />_'
<br />1/2" O O O O O O D O O O - T- - �I PROVIDED W// REAR HANDLE TO FACILITATE INSTALLATION if- INTENDED
<br />Z. TO Sr. INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES
<br />sox
<br />'lr (--T--E'-T 1 0, "" (1) 1QN0f SE PIES 2000: E-Z FONG STORM PANEL SYSTEM
<br />T (END PANEL) (INfEIEY)R PANEL} (ANTERIOR PANEL) (INTERIOR PANEL) (ENO PANEL) � 1 AAx �TNI C 0i PANEL + Cont TRACKS TOP it BOTTOM
<br />SEE NOTES 2, 3. 4 I I I SEE NOTES 2, 3, 4
<br />6'-0' (7)ENO PANELS SHALL AlW/}TS BE CONNECTED TO BOTTOM TRACK
<br />1MM OTHERWISE A STOP BAR (B) SFIALL BE PROVIDED Al TOP OF SUCH
<br />PANEL LENGTH PANELS.
<br />SIT AARIA P.A.1
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />• • + • - L SMALL CONSIST OF I/4=a-20x3/4• MS W/ 7/8'410/32" WING
<br />TO P/NRS W/ 1/46-70,1' ' NO OR 1/4"re " ANn. THUMBSCREW INTO TAPPED BOT10M
<br />ON OF FASTENERS IM^�E AT D71iEft OF TWO
<br />�OLSECf10NS OAPPUtA%E)
<br />I FFIAMM
<br />�+
<br />(SEE
<br />1 A6 EN'TERIOR MT OF
<br />. _ . _ _. '_- -i _L. _-. _. _ ._ L.,l�._ L..11-L_L1 Or
<br />�. +L' (4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />T TRACK (i a. A STOP BM IS ONLY USED A, TOP) AT LEAST TWO
<br />-�"TTTTT _i _i -lid
<br />1 JAIf 1 ZM1 (1 l 1�T l I PANELS SHALL BE CONNECTED TO BOTTOM TRACK NtEC SPECS
<br />N
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />R PANELS TO BOTTOM K Wt OCCUR At ANY PANEL LOCATION.
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<br />i �.../® ,gFtt
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<br />. -iM SECT" EZ1 a ALTEWA"K UIW ON SWEET 15). _ _ _.-.�
<br />EZ1/16.
<br />RPEZIW/1B
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(71) SYSTEM (t)
<br />;. SCALE. 3/32""1"
<br />NUr .V
<br />2.ea7'(WL D.E1eIr _
<br />�\ -t VOWtfaLLY) i
<br />i/4•
<br />ItAR. ctr T_
<br />SECTION A -A V0,111II.IN,ty,,
<br />SCALE3/32"M 1' v�.TE,it A. T11
<br />FLORIDA BUILDING CODE Nan High Velocity Nunlean6 Zone)
<br />. 441BT nt03o rANLIx "'' 24 CAGE GALVANIZED STEEL STORY PANEL �F'I'n..
<br />2
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<br />/ iL ECONNc�
<br />�qL STATED T
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<br />ENrINEEF4ING
<br />ENGINEERING EXPRES6ri,
<br />PRODUCT EVALUATION REPORT
<br />S•ptelnber 15 2020
<br />Application Number 17869.1 - R2
<br />EX Project Numtter 20-31W
<br />Product Manufacturer All American Shutters and Glass
<br />Manufactulef Address 1540 Donna Rood
<br />West Palm Beach FL 33409
<br />Prnducl Name a Description 249a Galvanized Steel Storm Panels
<br />Large Muoul" impact Resistant
<br />Scope of Evaluation:
<br />h the r fFlorida
<br />Report is lost ,ssusd m accordance with t e requirements o the F This Product Evauation Repo rip et
<br />Department of Business and Professional Regulation (Florida BWlding Commission) Rule Chapter
<br />81G20-3 005. F.A C for statewds acceptance per Method 1(d) 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, fol the purpose intended, at bast equivalent to that required by the Code
<br />Re-eveluafion of this product shall be required following pertinent Florida Building Code nsxhRcaiinns or
<br />revisions
<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCUMENTS
<br />EO( drawing 620 31543 UtIM '24ge GaNamzad Steel Storm Panais, (HVHZ 8 Nor, HVHZ) %hems 1-5
<br />prepared by Engineerirg Express, signed 6 sailed by Frank Bennatdo. P E. is an integral part of this
<br />Evaluation Report
<br />R TEST REPORTS
<br />with standards i lost
<br />done static ' r 'ha I performance has been lasted m accordancew TAS 202 test a Un st M uc e npa Pi'
<br />islands) BBT.ASG 17-001 by Bllclwalel Testing. Inc
<br />Large missile Impact leslstance and cyckc Wading performance has been tested to accordance WNIh TAS
<br />201 and TAS 203 Past standards per test Leport(s) ABT ASG-17-001 by Blackwatel Testing. Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Sl,udural eng ne 'Ing cakulahons have been prepared which eveloale the product based IM
<br />comparative and/or rational analysis to qualify the following design cdena.
<br />1 Maximum Allowable Spans
<br />2 Minimum Allowable Spares
<br />3 Mmunum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 1211 AVENUE SUITE 106, DIERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(666)396.9999
<br />TEAM 9EArGjM2ERINGE%PR1SS,CON
<br />ENGINis 'INGERPeiii.com
<br />to ENGINEERING
<br />Page 2 of ?
<br />All Aftivit an ShuNers and Glass - 24ga Galvanized Steel Slonn Panels
<br />No 339E Increase in allowable stress has been used In the design or this product.
<br />Separation from glazing is not reapred for mstallefiorts outside of wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance ties been demonstrated as evidenced In previously listed test (eport(s), and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been designed to festal wind bads as Indicated in the span schedules) on the
<br />respective Product Evaluation Document (i a engineering drawing)
<br />installation
<br />This product shall be installed in strict compliance with its respective Product Evaluation Document (I e
<br />engineering drawing). along with all components noted therein.
<br />Product components %hail be of the material specified in that product's respective Product Evaluation
<br />Document (Ia engineering drawi
<br />ng)
<br />n4)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (I e
<br />ergin tenng drawing) as noted herein
<br />All Supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed uI This product's respective anchor schedule Host structure conditions which are not accounted lot
<br />in This Product's respective anchor schedule shall be designed fix on a site -specific basis by a registered
<br />professional engineer
<br />I which I InstnaM %hall be protected against corrosion. contamination end
<br />All components w c are Pine sell
<br />W fe Y 0 D
<br />other such damage at all tlmes.
<br />This product has been designed for use within Rod ontiude the High Velot try Hurricane Zone (HVHZ)
<br />Rc.pcatully.
<br />d9 U ' AertN.N,;
<br />Frank Bennardo. PL
<br />ENOINEERINO EXPRESS.°
<br />bPF00416549 I Ceti Auth. 9883
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAMOENOINet AI ItGE%PRE53.DOM
<br />ENGTNEER3NGExPAESS.COM
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<br />DETAILS FOR SERIES 2000 E-Z
<br />HANG STORM PANEL it)
<br />INTO
<br />POURED CONCRETE, CONCRETE BLOCK
<br />AND- WOOD STRUCTURES
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<br />SECTION E21
<br />SCALE 3/8=1-
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<br />) NINHnIyIIy,
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<br />EN$f-''•'9
<br />RORIDA
<br />BUILDING CODE (Non High Velocity HurrIce"*
<br />Zone)
<br />'
<br />1. INSTALUTION ARE ONLY VAUD FOR MAX. AS O. DESIGN
<br />PRESSURE RATING ♦/- 40.0 P.S.f, AND B'-0" MAX
<br />IN MIN. PANEL LENGIIi - o. 44
<br />SWILL BE 2'-6' *: ; 1'6'
<br />STATE
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<br />2. NEW WOOD FRAME CONSTRUCTION:
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<br />ALL AMERICAN SHUTTERS AND GLASS MAXIMUM AL.LUWABLE I;Ly'k
<br />P MIA ML,U S
<br />24pa GALVANIZED STEEL STORM PANEI S (HVHZ & NON-HVHZ)DESIGN PRESSURES: MIA -o-rY
<br />RS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULE$ a
<br />WIDTH UNUMITLD POSITIVE AND NEGATIVE DESIGN PRESSURES CAoMALCULATED r
<br />(PERP, TO PANEL SPAN) EPIRA7WITH
<br />EE SINT�LIINHIS G SYSTEM
<br />WITH THE VER �7 n
<br />Gpy�I(MNG COD2 pftFSSURE REWIAEMENT3 AS DI
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<br />014 EQUAL TO'I`He P061TVE OR NEGATEV E DESIGN >
<br />?--- OPTIONAL G"-20 STITCH DA E'.- CAPACTTY VALII ES LISTED HEREIN FOR ANY
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<br />WIN(iNUTS F75TENlJ] O
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<br />rtl APPLY, DEASDHCRIYEMAOEYOND AS BTAM NEAEIN MAV REQUIIP Ln
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<br />!, THE ARCHIYKT/F I:" OF RECORD PIS THE PROJECT �
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<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH Pi
<br />/ ( 1 WALL SECWADINPTED BY THE
<br />PERMITTING
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<br />4 !Fi
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<br />WNT IS. CdVCREre ANCHORS NOTED NN1E7N 5NALL6E •MBEODEO TD Q
<br />j a (CONN TT NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER $
<br />AS RW'D) MAtlUIWCT Ty
<br />AS RECOMMENDATIONyy.
<br />Is, THE CONTRACTOR 1s RPAPON61l1E TO INSULATE OR PROTECT ALL F
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<br />R[p 9Y 77UU F 3 SHOWN ONLY. USE Of THIS SPECIFICATION 0 cgNTNAC1tiN N, IL
<br />L(%Afi MAY VARY
<br />Z I ON ) W
<br />< M tN A SOIVEE N RMl2%S THIS EM EW F 5T AL q qq
<br />rf qOE N GR A qM ON LO a A13E5
<br />N $ � ANCLUDINO LEGAL FEES 8 APPELLATE OS RSU ION P FROM pATPRION Yq
<br />SF'u 70P MOUNT FA.RIUTlON, 5yST6P1 ERECTION, 6 CONSTRU[`T10N PRACfYCIk 6EYOHo FIAT f
<br />nU tC L L-KH IS CAUID MR OY LOCAL, STATE, 6 FPDERAl. C006 O 'E ft I� 2i
<br />(CONN TYPE OrVAT10R0 OF THIS PLAN. E
<br />AS PEQ'D) 1s,
<br />FxCPJ7A6lXPPP$SIY ApOVITLa M3REltl, NO ADOIISONAL y e�!
<br />IL CAP71FI[AT]ON9 OR AFFIRMATIONS APE INTENDED, C ti E
<br />'ALT•RATIOVS AD US, OR 0"0 MARKIRGS TO THIS D Inat vi p Y
<br />_ ARE NOT PERNITRO ANb IfN0120ATE Tn1s 12RTIMU710N R e
<br />Lmex 27, FANEL59NALLOE PERMANENTLYLASELE9-WITNA MINIMUM OF(1) LABEL F
<br />BOTTOM MOUNT (IDNN PER AWAY 1 D FFBT CONTAININGTNE FOLLOWING INFORMATION' a•( R ��
<br />(SPAN BELOW EE
<br />YTPE AS RFQ'D) OBSTRUCtION) W3aEST P�,1M6EA(HH lRSAnD GLASS
<br />1•PNELS MAV FIE NOTCHED AS REQl11REO, OPTIONAOU1 -20 STTTCM TAS 201' TAS 10111. TAMIL
<br />203 C rN•,ulaw�tl
<br />PRCZJlDED THAT CONNECTIONS AND BOLTS WITH WASHFRED A UNA. PRODUCT APPROVAL NUMBER
<br />AMX:HbRS.AAE U5F-D WrICN ISFY wINGNUTS FASTENED 0 20-31543
<br />SANS ABOVE a BELOW OB.STRUCTIONOVBILAPS O KISSRON (USE -
<br />APPRORRIATE$PANTADLE) VISIT SCALC.101316tS ] Sf IN - --t
<br />VERTICAL MOUNT ELEVATION A L F;R9 MCe NnT C'-0
<br />. IiM.. ,A h-rN r>I[Y14',1 ,[,� •C
<br />2 NOTCHED PANELS PaeMMA�xNa nAH.raMN. A•fAaCm a --
<br />1 N 7 5E-VATIOM 1
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />MINIMUM� MPA tit PARAI IO f Sll]R NU N ROM G1/1S5
<br />(HirtS, Wide WINE 4
<br />a EssENTALFw1r1TEs1
<br />I MAXIMUM M U I
<br />.-.
<br />DESIGN
<br />;PRESSURE
<br />ALLOWANCE
<br />INSTALLATIONS
<br />INSfALLAT10NSlA5
<br />IMSTALIATIDN9 R F
<br />ISPAN
<br />Itm1.1
<br />r"AN 30' ABOVE GRACE
<br />THAN 30' GRACE
<br />!D
<br />T
<br />190EM
<br />6116M
<br />_ABOVE
<br />7_Ib le
<br />1
<br />. 3s
<br />I
<br />1300 n
<br />6 N -+-
<br />_
<br />i
<br />216 n
<br />•/40
<br />Ain _
<br />8A61n
<br />__---
<br />_...
<br />1 V4
<br />170Dm
<br />6Dbin
<br />2.15' n
<br />.• S6
<br />%
<br />150AM
<br />6.06 Y1
<br />1.36M '.
<br />N
<br />6M l06.
<br />6tM
<br />_. _
<br />).iA
<br />I-- / 1a91w
<br />•_-._bale
<br />i
<br />BD91n
<br />233. I
<br />.!_�_
<br />4111,
<br />/-.m
<br />PGA In
<br />2.9G In
<br />17I
<br />2701,
<br />1 6.13W
<br />7:94In
<br />3NAN SL:FitUULt NU I tS:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />N i OFSIG LOAD PAN FASTENER PACING O
<br />a 9 5
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />1. PANEL FASTENERS- ARE
<br />E STUDS USED IN
<br />CON7UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F'-TRACK. STUDDED ANGLE. ETC.). USE 6 ZS
<br />PANEL FASTENERS SPACING VALUES FOR
<br />ALL'H" - AND ' '-HEADERS (INCWDINO BUILD OUT
<br />CONDITIONS)
<br />3. UhYAR (NT OTHERWISE
<br />U BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />ALLOWABLE ALLOWAf SEPARATION FROM THE OPENING TO BE PROTECTED
<br />1. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE MW HIGHER
<br />LOAD.
<br />3 FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACTLMES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PR TENTED OPENING IS 01001.110I
<br />`o
<br />m
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />®
<br />GiE/`r�iEti/tLii
<br />Ear
<br />IET�OtLiEEit;:i
<br />�T•""�'
<br />OIt'iQa©P-��EIiaEiiQEu7'.
<br />..
<br />a��a��
<br />Q✓il�f.T���'"
<br />I
<br />•
<br />���
<br />•
<br />®®©
<br />E170P.7Eii
<br />0®T�it€J
<br />�L•*•N"11
<br />F�iEEi7Eii1m7�i®®E.'lE�i[':r�i®
<br />.1Tc tl K. Z�- r+ •u 1 M . i•AOW.;r•No�
<br />41x IT W5. OP OR wrtOM N4 U . +t ., w r r0"�E NO'rtO 1 . M
<br />n><e+TAtx1
<br />t NO SAP.M]ION FR Achi wl t5 rAce1ME0 W+RM1 HMrL ikNUtN ra I:VL.rFA nMr, MAT M1I/rHI iQN . ].N, IMnMG Ace.ISfMCriV COrWrAnPN
<br />l NWnGL9&IA,"A.RVIA•D rrR+. •it WIIDOUIlln-. INPARE fetal WINK1 .,(t MI5MEI
<br />IYIt W n N WRINAJi .eovxnM6 GIMi01.1QNV, Nxglllx[D S1P.MTIDM1 FROM OLA56 Sw I e• x,A 11(I.II F
<br />f II•tln PI mDOtM::4. tw1rF n. wit NA+]lmr.+pcaltil •'R..u,,.IAnil', ♦NOrH wrN LANs.
<br />YAS I: t'UA. SU rCIYCH • C
<br />wY M N;pHV,• ( wIJ.1 W
<br />fM DF,uWALS'E. MTLs )wN chic I10' ra oFnf].1., for
<br />;:Tr1Mnn; lMr DeTyl 'r ,, „Tune wiY -AILING a^wonloN $„own IN e•.IAt wlNr4•,
<br />LONAL INTERIOR FASTENING DETAIL
<br />R
<br />x LIE'
<br />, x.lr lrxlnPl
<br />AWACENI
<br />P.Nn
<br />•+u afe, tw ,1Mu N- DI.. "0"NVr1}.w
<br />WMED WIMON.n
<br />I
<br />t
<br />I
<br />K -tpc "Ierlll iW i NF )C11
<br />W W RA / •.SIN D
<br />F
<br />1e
<br />wIMDNVI • I a6 • O,C.
<br />V`9P
<br />CYDNNSCTS efn10N MOVNI
<br />vslox ro y„Aam
<br />rAMMI
<br />IIOtTOM r'R1uW
<br />N
<br />Alge,TYPE
<br />y � 4, CVIN T.w AS AEO I,
<br />9T ryf 'npp rF'r // WNIIMR OF-11ME
<br />IM/law. INDI'.h pP `� -` VALUE Gilt. IN A lcaae
<br />WROA,._IN. ;rK'1RO7AalA, a It-
<br />" ADI.Cew 10
<br />men nAIIEII
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />9eW9�
<br />Ego
<br />i rill i
<br />I
<br />PP.dI .,.�
<br />230' o.Dls^t4w
<br />o:°9°Bo' 22y�pp1 � I lv vN
<br />0.094" •� 1.a g780' :0911�,•r L:cf v.x r0.629" n
<br />1y9�.IM{ i�T.12tl' 'TYP. �^ In TYP-T0,3 0.0193a° 0. 064J'6 T0. 174" 2.000' QZA20° -( 5.000^ -+I 2A00" (- TYR
<br />1,180" =a='N' NEAOEg �IR1RA•-OU, •u" HEADER fj�!�( _ �f,l-Pre EL06URf ai111N,L1E(9Lj,_ x,( W
<br />$v121" lY'- �'U" HfAOFA L27- 79EN1 gj
<br />v gyOF w
<br />1.St0 1.960'L-Llsdo^ 810 3.360" MA%. 7t 0.376" 0.313" B, 1 0" uj } i
<br />0.365, 5" 0,51 0776" d,
<br />r 11.S0O'PANEL COVERAGE L� O,t79• 659` 0.19� D.65S" 0 � �4 G' 0.150" US
<br />14.875' PANEL LEN m Loa 5D''1�aSD'�'QT_�ODIEcr10N . O.D6531.Z56.1-O.WJ-ArT7
<br />O.pRw.wwu 0T 273 .3l! �0710 R013S '3�• InTye TYP & D.o9o" 0.7DC D.957" (A
<br />+ MALMA=%?'r AMOII �.'F' ,RA[k ,r„'F` ��� J
<br />i r•p 33]�
<br />` D 376' 6Sr Z
<br />•s• .,Ilowwrta
<br />_ -s' '+►
<br />LEO M1
<br />} �a. 1Pn I5
<br />rII MA, : � (nj7 VJ
<br />i .1W. IMY.-r ..LllY, F+--3.000`D,12S' t Ra.11BED W
<br />tuettla Y..t'i.:AY '1NADI tIXID10ED1 riSld (5`
<br />1.000 1'!ti.0"D1Y+•OL JYMDI Z, •' F
<br />OVERLAP ' 7 Tx.",Cr)W '� N
<br />4" MAN. A fLS}1NM_LTlsl,� L J _ 2Y MAX. r
<br />' 0.196" J air N::9•xAarf ' - ,2S MAY.
<br />Max. Of 5 u'
<br />4 r7-Nr •:YI`ff T.na'or•Iq,.Y nix W G
<br />•a-nu*T o-. 8 - T
<br />U11D W DI �wxr w• .N W, w
<br />s
<br />r .tit vi c... .
<br />n Aaerl
<br />DISTANCE
<br />YT 7 r r.r
<br />1 Is]IINI (3lFMIFr 11hIM1 111W11 r r � u
<br />=I• h\:xP PIP >=4U
<br />7 lr' J
<br />, .cArrt.F
<br />41eD19EMBED
<br />ru n:IF ao�ysi`a°�,3.1)2Tr ,MAN,/LN ,nnI MUNMI,a.25X
<br />V -1 MIN
<br />i.r
<br />t e
<br />MIN
<br />. I.
<br />9t� ... ".Tr.
<br />LAL.41,c;r: sr.[AIR
<br />-V SI tl.t.I•yL
<br />iS00' E
<br />-W 1 ra-hip �: rY,•, 11rMAX. "
<br />1yb'ela:•N ALJM. MIN IDpp+ lJf '•-' wx -YT. aM• P<'iTTnT ::M'N"" � 'I1
<br />eM'Al �CARNE0. DLTNL s _Y.IIa'1 a^t da•1.rJ. r+w'1t
<br />e nD51Ra Eh1BED .* mlrra a'x/rM1
<br />•FY•h1 A1KI'A f/. TN• !6� [ EE1
<br />/I TRAo.LIWNt Cl06U11E 0eiAa n'f1iCT..N � FA.NAS
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PAWLS. PANEL FASTENS R� 9 1.2 5• D.C.
<br />2.3' EDGE DISTANCE
<br />_
<br />-1.
<br />.(
<br />MAR arOW
<br />ANCHOR PRlaella•
<br />T"I PM
<br />AN 0'-
<br />6A. Ur -0'
<br />9PAN T -f
<br />10 P
<br />Y
<br />COM TTPf
<br />C1 c2 C3 CI
<br />4 aNIN fY►!
<br />C1 C U
<br />mum TV►E
<br />C2 Ca C4
<br />Id'.&-WW DIDO
<br />UWALT UITIAC011 4/
<br />A!
<br />]2.5
<br />160"147'
<br />99"
<br />12.5
<br />36,0'
<br />10.Z'
<br />6.6
<br />25"
<br />ll D' 9.1
<br />ILT"
<br />2.
<br />16.0']l!
<br />0'
<br />3 .S'16O
<br />d.3'
<br />5.5' 12 T'
<br />tax T,'
<br />SS"
<br />SZ
<br />12.5
<br />i0 1 1
<br />!E O• 9,3"
<br />e '
<br />S"
<br />¢1
<br />13.5'
<br />Is ep
<br />SE O
<br />➢ 1
<br />9 1'•
<br />5 1' 971111
<br />E
<br />S,1' 12 5'
<br />D 1 .1
<br />R
<br />16 0" e.
<br />3.41
<br />1 e,S
<br />160" ,1`
<br />54
<br />125'
<br />6,0
<br />61"
<br />S.A' 129"
<br />! 44W a]
<br />A"
<br />lies 1= I N i I3
<br />DCWAST ULIRACON 41
<br />lMY-K ,s
<br />52
<br />tl-"^" 72
<br />it 6
<br />16.0• ]a •
<br />16. LY•
<br />1 -!
<br />1 a"
<br />1511•'
<br />11.0' 12 9'
<br />is. D. I! "
<br />10.7"
<br />1 S
<br />34.0 14
<br />9"
<br />1 .5'
<br />- O
<br />l2, 9
<br />6 0" 1 A
<br />12.E
<br />le 1•.
<br />31
<br />1 3 1Q.0
<br />ll a 9 12 5'
<br />Ie O it M`
<br />If,
<br />12 S
<br />36.0. 13s'
<br />-11-F
<br />11 ! 16 C
<br />11 0 9.A 12 5
<br />16 0' 11197
<br />D.
<br />3 3 9
<br />I6.0" 11.9"
<br />0. 9
<br />1 "
<br />i S' 1•,0
<br />1 .9' 0.5' 3,5"
<br />1 t
<br />1 6 D' 3l.➢
<br />D.3"
<br />O
<br />I).YI/R'rMNFI, is
<br />M.4-r1T600rin f6T
<br />4
<br />i Ixv..v:... t ci
<br />AD
<br />!
<br />gk3tWP' !
<br />12.1
<br />SLO" 76.C'
<br />E 6
<br />5 1 1 7
<br />t6 x
<br />17. •
<br />E
<br />1 ' ]41Y'
<br />e
<br />3l.0"
<br />S2A' 4,0'
<br />7L6 BB 1 2.Y"
<br />10.0' !.!"
<br />3
<br />Loa„
<br />it S
<br />2: '
<br />3 }'
<br />ie.0' 136"
<br />1eA" 14.41,
<br />33 Y
<br />1 )y
<br />12 5" >d a-
<br />3 •3' 14 tY'
<br />SiS" 1D,6 II S"
<br />r' 2 9"
<br />11. 1a,6" 1
<br />l6 0 32 !"
<br />ICO` 2. '
<br />!
<br />Ip.6"
<br />1 0.6"
<br />1 5'
<br />1 ••
<br />1 .
<br />d" 1 r
<br />ao 1t.a•'
<br />.e"
<br />1-r
<br />14 r M' rMNAU 32
<br />IIFWMI nAeHMAIr 41
<br />10
<br />X 63
<br />7LILL
<br />12 7
<br />12,T
<br />1 la
<br />4
<br />fe.0" 360•'
<br />1•
<br />16O
<br />i1! 1s D
<br />12 S" 1 .0"
<br />O 14 119'
<br />1 A
<br />117"
<br />la a 1 O
<br />10.0"
<br />114
<br />il.T
<br />in O' 1
<br />A.
<br />Se "
<br />21!° )" 11 7'
<br />lO 0" SS.T
<br />13 4"
<br />12.5'
<br />6.0" 14
<br />3 a
<br />3 2.5" 36.0'
<br />193' 11 2" 11.5'
<br />160' 15,r
<br />Sig' 4AF
<br />'
<br />S,I n
<br />., S
<br />e
<br />26" EDGE
<br />ar*TANCE
<br />g
<br />D/1••t1,M CRom 73
<br />DI 11.1 IN,'UN .1
<br />9
<br />92
<br />72
<br />r•f/a Mu H 3D
<br />HFWM r 11I RAP, N 41
<br />40
<br />62
<br />6.X
<br />•.2t
<br />ass
<br />eat'
<br />11 S'
<br />Sat'
<br />6,25'
<br />12.0"
<br />12.9,
<br />r.1•
<br />a "
<br />L
<br />13.2E
<br />7 2!" a 625
<br />in W: ]:!" T]• 1;S' 144, i,1^ D' ads'
<br />15.61 6.0• 5A^ 6.25" 144" 4 '• 4.0'
<br />9
<br />12D 46' id"
<br />IWI I•lie rNNro 3]
<br />NW" TWON 41
<br />M
<br />St.
<br />%-S"
<br />ITS' 3I- 3a' 1' 1 ,•• 1 13"
<br />1 aL a 1
<br />Sa.T •.3"-
<br />•D"
<br />4 5
<br />32.Y' 4CO' 6,25" 10.7' e, O' a2S'
<br />07 4.1
<br />4A'
<br />& S
<br />CL'
<br />B 7' 411. 0' 6 S' 0 7' 1 1" .D" s 35"
<br />IMP 41"
<br />4 "
<br />O
<br />114" r, It- !
<br />f 11 3
<br />ALL fOTIrra SOl10 BIT 4 i
<br />40
<br />ti
<br />�1I&
<br />2
<br />1 9
<br />,N U.1 1" 19" 1.3. Satl !.1
<br />4 ] 1 7 i T'
<br />to 1`
<br />a
<br />D"
<br />SZ.S'
<br />e0'3Lr A1` 1 5' ISO R' 0." 1,5'
<br />2 4 7 9
<br />100 76'
<br />6.T'
<br />12.51
<br />16 ry' 9. 7A". SLI ]6 0 7.7' 5.2" 12
<br />S35'
<br />Tzi 6.2 LY9
<br />110' ]7x al 1,11 160 IYS
<br />11 7,1
<br />16.0 .7"
<br />a2"
<br />62"
<br />a
<br />I .r•114•FNe s�
<br />f S
<br />7 3
<br />FwM rANH MAT. .l
<br />1
<br />T 51
<br />IZ
<br />L2 .S
<br />64"
<br />1e.c SA a2S" 11.3" 4,4" 4.1" 0.2!"
<br />41'. 4,11
<br />3' 0"
<br />0. 4.
<br />17"
<br />12 5"
<br />17.4" 12" 4.9' 6 5" 9. ]" ],6" 3 " &
<br />2 T4'
<br />9.2"
<br />3.2"
<br />6.3T'
<br />6.2T•
<br />IA W. 41" TV a.35•' e. 3.5"
<br />9.1' 3.!' 3.3' 5.2s" Site
<br />E/4- mOE DISTANCE
<br />p
<br />MAI aELaY
<br />AYCMOa ►a�1YR[
<br />E /W
<br />tiPAR Ile Inn 1.r a 11 P-
<br />MMN IN' III la IA
<br />CONN TiT! Ga11N TiTE
<br />Q CS U C4 M L C1 CI
<br />l
<br />CONN TYPE
<br />C G3 CI
<br />3 C3
<br />U4's7'EM 3 3
<br />IM 4(. rrw 41
<br />ff}}��MM�Lk��MR�� 40
<br />tl---�ttt"•"o'twr 52
<br />72
<br />1
<br />60 1.
<br />60
<br />3M S
<br />1t
<br />IG'Q'
<br />16P 7L
<br />11.511
<br />s0" a 6
<br />6
<br />12_S
<br />160' 160'
<br />B.S^ SL.Y
<br />le O"
<br />14.7 6)
<br />12.T'
<br />760 34e' 9O'•
<br />la
<br />] 0' 160
<br />7.3" 12
<br />16,0'
<br />14.7' 60
<br />12.5'
<br />16.0^ UP? 4 50"
<br />i1
<br />129'
<br />lfi 0 L6.D"
<br />16.0' 14.7
<br />6 0' 32
<br />a D" .T'
<br />i2
<br />ISO"
<br />16, a'
<br />1, 7- 6 p
<br />14 7' e.0`
<br />it t'
<br />3 2.S'
<br />CIS' 14 T ..0"
<br />le O" 1 .-r' cW
<br />4
<br />p
<br />W.. vy aCCl 33
<br />5.
<br />WOOD rAE1t 41
<br />4e
<br />52
<br />72
<br />12.5'
<br />16.0-' 16.0
<br />301 12.5
<br />36.0
<br />11.1 i.Y
<br />32.1
<br />140' 20 e' 6.1"
<br />L2.S'
<br />.W
<br />is lE
<br />1" 1 .t•
<br />6 2
<br />160'
<br />➢.T SA`
<br />LS'
<br />6 ' 97" SB'
<br />1 A
<br />L2 5'
<br />I/Y
<br />La S'
<br />1 0" L 0
<br />6,
<br />Stl. 0'11.7"
<br />0" SIR'
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<br />17.
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<br />S 6" 25'
<br />16.0•
<br />160
<br />%0'
<br />.6 1 IS
<br />16 6O•
<br />9 6 ) 6'
<br />12.5
<br />137'
<br />12, T'
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<br />Mal 0.a" 1a"
<br />6,0' 9.6• 5"6"
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<br />371 ) L- !4 rneLD 33
<br />,AP,.iIM'rM6' 41
<br />40
<br />12
<br />71
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<br />160" Ll.]'
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<br />9L"
<br />IS
<br />12.5•
<br />]2.f"
<br />Ia0" 9.1 '
<br />I. D 0.1"
<br />AI I fir,0 xM.1 41
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<br />!,•" 32.3
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<br />4.7" 4.0"
<br />6.25`
<br />7A.7' 40
<br />4 D'
<br />13"
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<br />]zr' 4l"
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<br />Iz 1"
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<br />ANCHOR NOTES:
<br />SCH ULE A ES to P OOuCT6 FI IN UT PROVIDES
<br />1 ANCHOR EP PPLI 1 ALL R LERTt EO HEREIN, 9 ONLY
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />I N SPAN SCHEDULE 5 WELL APPLY,
<br />2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EKI%TTM STRUCTURE
<br />MATERIAL, B ANCHOR TYPE SELECT' G LOAD GREATER THAN CAE AL TO NEGATIVE DESIGN
<br />MA DESIGN Od1
<br />LOAD SHUTTER
<br />AND SELECT SPAN GREATER THANOOP. TO SMUTTE0.5PANSELECT
<br />CNNEC77NMPEESEDONAPP10RATEM3UHNGClMITLgV(BEEMOWNiIN
<br />DErAI
<br />5 ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECT ION TYPE).
<br />3. `PANEL FASTENERS' ARE STUDS USED IN 6fW UNCTION VITDi ALL MOUNTING E1(TRUSIONS
<br />7 D D LE EI'C IISE6. "O.0 F Lf ERSPA014GTA LE WESPOR
<br />f'F-TRAIX 5 U LtE ANGLE, a5 ANE A4RN a YA
<br />ALL `M-AND -U'-HEP1hDlMS
<br />LNG O
<br />4 ANCHORS SMALL BE INSTALLEDIN ACCDROANOE WITH 14AN
<br />UfgCTDREPS' RFLTMMENDATtONS
<br />5, N6HE5HOLLOW
<br />ALBLL FOINJSN SSTRUCTURE! HOST ALT 0E UREM5
<br />t1
<br />HEADLLTOCONFORM
<br />AKTO RASSTNE0.
<br />IL BE
<br />yERCI1nU.
<br />6toNMUM EMBEDMENT 'HALLOf AS MCITIRDIN A C100.5C1EDkJLE,
<br />7DMIWIMUM EMBEDMENT AND EDGE OSTANCE L(CWDE5 STUCCO, FOAM, BR6lDIX 6Y AONTDM(P7RTSFE1'RO WA LL
<br />AOTELY TRANSELOADS TO HOST STRUCTURE
<br />PR
<br />a0.ETEANNOTED HEREIN SHALL BE EMB DDED TO UN -CRACKED CONCRETE ONLY
<br />9 WHERE E%19TINC STRUCTURE S FtAAONG, E)
<br />I6T1 G CONDITIONS MAY Y VARY, FIE
<br />LD
<br />VENFY THAT FASTENERS ARE INTOA ATE MOOD FRAMING MEMBERS, NOT PLYWOOD, fAbT[?DG
<br />7O RES ACCEPTABLE ONLY FOR C PICCES,
<br />10. WHERE PNCIORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL DE LOCATED IN
<br />CENTER OF NOMINAL 2' K 4' (MIN. ) WOOD STUD ('A' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). VYDOD STuO STALL BE "SOIITNFRN PI E"C"05500. GRFATBE pENSITY,fA05t7lEW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HR HEAD,
<br />it REMOVABLE ANCHORS ARE. DEWALr PANILMATE ALL•FOR415 SOU"ET a BRASS EUS HANG.
<br />L2 0.MCKI NE 9_REWS SHALL HAVE 1f2' MINIMM ENGAGEMENT OF THREADS INTO THE BASE
<br />AMC" AND MAY HAVE EITHER A PAN HEAD TRI15S HEAD OIL WAFER' HEAD (SIDEWALK BOLT) U N.O
<br />13. MINIMUM EMBEDMENT AND EDGE UIST�I)ICT EXCLUD 6 STUCCO OPLOTHER WALL FINISHES,
<br />14. RIBI DESIGNATES ANCHOR C0f4TTIOINS WHICH ARE NOT ACCEPTABLE USES.
<br />19 * DIRECT MOUNTING CONDITIONL.
<br />LS UNEAR INTERPOLATION 15 NOT PERMITTED "USE WITH THE ANCHOR 304EUULES LISTED ON
<br />TIES SHEET
<br />20-31543
<br />FAR e••IRI,ri1D111
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<br />SHEET NO.
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<br />1.5.
<br />
|