|
SUxt As.t:'tWrLtLV 11WHISAL
<br />16 9f16- W. TYP,
<br />AT HERO/SILL 4" W.
<br />SEE COLUHN 9V FOR
<br />1fEAA%SELL
<br />NO.Or ANCHORS
<br />A
<br />AT N£AD OR SILL
<br />It It
<br />t3 !R D
<br />It
<br />C4
<br />7'
<br />OSB••ANR,
<br />D56»ANN.
<br />._ CLASS
<br />- CLASS ...
<br />tt
<br />u
<br />t tf
<br />li II
<br />33 $/i8'
<br />33 1/4`
<br />D.L. OPC.
<br />D.tN OPCI.
<br />3G I/d"
<br />VENT WIDTH
<br />72"
<br />WINDOW WIDTH
<br />nPiCA1- ELEI ION
<br />TESTED UNIT
<br />71'
<br />2 31,V WX TYP.
<br />XO OR OX SMES
<br />WIN'D01VDXMS
<br />DOD-•AVIN ©ILASS
<br />'VtllDTH
<br />HEIGHT
<br />IIXT. (•F}
<br />iPlT.{)
<br />24##
<br />36"
<br />48"
<br />601, 7a"
<br />24"
<br />4
<br />00.0
<br />67.0
<br />4
<br />60.0
<br />07.0
<br />6
<br />50.0
<br />67.0
<br />6 �
<br />5010
<br />67.E
<br />6
<br />50.D
<br />64.2
<br />24"
<br />361, 48t,
<br />600P.
<br />7V
<br />36"
<br />4
<br />50.0
<br />67.0
<br />4
<br />50.0
<br />64♦g
<br />8
<br />50.0
<br />5413
<br />6
<br />48.8
<br />4818
<br />6
<br />4MD
<br />420
<br />24"
<br />36"
<br />413"
<br />$0"
<br />48r,
<br />4E
<br />SO. 'a.
<br />67.0
<br />4
<br />50.7
<br />6
<br />36.56
<br />36.1
<br />37"
<br />53416"
<br />.7411
<br />26"
<br />4
<br />50.0
<br />6
<br />50.0
<br />_.67.0
<br />67.0
<br />6
<br />60.0 P.
<br />50.4
<br />37"
<br />53.118"
<br />70
<br />38.3t'8"
<br />4
<br />SO.0
<br />58.8
<br />6
<br />50.0
<br />5011
<br />8
<br />39.6
<br />` 39.6
<br />37"
<br />153.10"
<br />50•S18"
<br />4
<br />46.0
<br />46.0
<br />6
<br />SKI
<br />36.1
<br />A = NO.OF ANCHORS PER HEAD & SiLL
<br />AIMS 8500 AL . I•!OR . OLIDING WINDgW
<br />COMpALTATIVB AL►i�t. '91E3.CHARr
<br />BASED ON M 1130 OF 07.21.95
<br />TEST SIZE = 72" X 48" (OX)
<br />DESIGN LOADS: =+50.0, •43.3 PSF
<br />WATER INFILTRATION TE8T 07.5 PSF
<br />TESTSID OLM= 088ANN94901
<br />eE�Rov � ,�arll=lcUE3A lows .
<br />.. CLASS WIDTHS TO 9E EQUAL ON MOVi#t# AND .94ii s
<br />WOOD SUCKS NOT BY LAWSON INDUSTRIES, MUST SUSTAIN ITt;ft 1>AR1 Y quANTt11t
<br />TYPICAL ANCHORS r
<br />LOADS IMPOSED8Y OWING SYSTEM AND 7RANSFF.R. a L-761 I
<br />THEM TO THE BUILDING STRUCTURE.. _„AA .
<br />•. •i t• t';`Jr � r A • FOR SPACING
<br />•
<br />/��� "`-_ TYPICAL AN0gQR� . SEE- ELVI/CHi R
<br />t'J O7 _ 9 311E" 1ARCONNS,
<br />INTO 29Y WOOD STICKS OR WOOD STRUCTURE
<br />e r MIN. PENETRATION INTtO.WOOD
<br />D THRU IBY WOOD BUCKS INTO MASONRY OR DIREOTLY INTO VASONR
<br />t2 1•-1/4„ MIN.. EMBED INTO KASONRY
<br />=T ANTM! .
<br />EACH VENT CORNER SEALED WITH WHITE COLORED SEALANT.
<br />w2 11" iX 3f/11Ir 1 EEP HOLE) AT2' FROM EACHROEND O yVEiN1t
<br />- al � - f 11111 11 toy
<br />f
<br />i
<br />s2
<br />$ ID 19
<br />i •
<br />{2 17
<br />t WI
<br />M
<br />W2
<br />a A .,
<br />' • ' ' TYAICaL ANCHORS
<br />TYPICAL.ANCtIDRS •
<br />1,075 1,424
<br />I
<br />.DbE
<br />E;S86 D 1.437
<br />TV,&46
<br />FRAME HEAD
<br />.geegoo
<br />'
<br />3 .993 r_I.63t1•'W^••«• i
<br />J.
<br />,4sa I
<br />.989 T
<br />SILL TRACK
<br />--- - .06E•'1 1.494�
<br />FIXED MTG. RAiL
<br />a r
<br />'I"
<br />AS' RtOD, V
<br />1.0a3
<br />AS REOD, F:
<br />E-005
<br />AS REOD. F:
<br />404
<br />AS RBOD, P
<br />720
<br />6/ VENT v
<br />763
<br />E V
<br />1: THIS PRODUCT 15 OE&IQNED AS PER THE 80#ttff FLORIDA PUiLaINO CODE
<br />IS94 EDITION FOR LIIAUI-BADE COUNTY 04 2001 FLORIDA BUILDING CODE.
<br />ALSO MR YARD ,LOADS A9' E'ER• ASCE 7 USING CORRESPONDING TOMS.
<br />P. WOOD BUCKS BY dTNER9. MUST at: ANCHORED PROPERLY. TO M"Sf%R
<br />LOADS TO THE STFIUCTURE.
<br />3. ANCHORS SHALL BE AS LISTED. SPACEO AS SHOWN ON DETAILS,
<br />ANCHOR EMBEDMENT TO DA58 iiAAt6R#AL SHALL HE BEYOND WALL
<br />DRCSSINC OR STUCCO,.
<br />6063•TB
<br />afl$3-Ta
<br />FOES-T3
<br />60124.6
<br />At.EDiiNUH
<br />RDL6 iORftE1!
<br />8 8 X Ii"„P,H, POIILLIPS
<br />......_....--
<br />/'i• DIAL till
<br />VINYL
<br />1 I
<br />407' X .11111
<br />401, X 115
<br />,II87''' x ,Ell
<br />PLASTIC
<br />PLASTIC
<br />AT EACH.E
<br />BRASS
<br />amTa
<br />063«18
<br />AT g' FRL1
<br />.. .,..,...,
<br />2 se Eft:T+! WOOD BEIICK
<br />... .,......r.._...
<br />113 "MIN.'WOOD
<br />. NOT BY LAWSON [NO,
<br />MUST SUSTAIN IMPOSI O
<br />Imago
<br />i.GADB
<br />S 1/2"PF FROM CORNERS
<br />3/1tr ANNEALED GLASS
<br />SHIM MAX
<br />FIN FRAME
<br />` . CLEAR ADIMSiVE
<br />2X WOOD BUCK
<br />gBDDINtt liDMPOLNts
<br />.
<br />HEAW DUTY RAIL
<br />11/4" MAX,
<br />3/tb"-ANN.
<br />" GLASS
<br />a to I.M.S.
<br />WDO�O.g
<br />TEST UNIT
<br />t
<br />la e
<br />2
<br />iEMBED
<br />ICE M�ti.
<br />RERFORMANOE SUMMARY1TYf
<br />i=OR ANCHOR IPAc#NG
<br />WOOD DUCK
<br />REFERENCE..' IsTI-1891 t2»71"97
<br />TEST SlZEr,_ S44/8" X 79"1/2"
<br />13 ►
<br />4*67.0
<br />TEST LOADSi -943. "94.5 PSP
<br />1 } II
<br />1.875
<br />is
<br />D£S16N LOACIS: •67 D 63.0 PSF
<br />CLIIAR ADHESIVE
<br />WATER INALTRATION TBSt! VS PSF
<br />TESTED 6LA5Si ! S^»
<br />BEDDING COMPOUND .
<br />''ANN,
<br />MAX. JAMS WMEW SPACtNta': 11SPIR" 11: tDN$/4'•
<br />iDa�s o '
<br />� so nEPit��'elt��lG
<br />�
<br />'
<br />1I
<br />NON -IMPACT RESISTANT
<br />a w
<br />PLAN WINDOW
<br />WtOTN .
<br />t.43 I N TIC.
<br />21 �► HEAVY, DUTY
<br />I MEETING RAIL
<br />4+ I
<br />�f8 28 11 1
<br />x,299 18 5
<br />{ Li J M D HT to 1G &H 6.
<br />`✓ $ &HINMA"• « I%" MIN.' WOOD EMBED
<br />tfl4 "
<br />' 11A rMNOY CORNERS
<br />13" MIN. WOOD omega 2 x Ia.T.1 "
<br />& wir FROM
<br />CORNERS WOOD DUCK 2 It EP.T.i
<br />Fjd MtOPDi WOOD BUCK
<br />HEADER & SILL SECTION
<br />ALT. SILL SECTION
<br />NOTES°
<br />1 THIS -WINDOW SYSTEM Is DESIGNED AND TCST1 O TO COMPLY WrtH THE
<br />RIGUIREMSENTS OF THIS 1994 DAVE COUNTY: EDITION OF. THE SOUTH
<br />FLORIDA BUILDING CODS: IB,P,B/C.1 CHAPTER 4::CHAP tBR 7J' . Cf1APTBR 35,
<br />UNDER THC SP#CIFICICONDOTItONS SHOWN IOW THIS $3RAWING.
<br />3/16 -ANNEALED GLASS-HO RAlt.
<br />WINDOWCOMPARATIVE .
<br />AAIALY8I8 014ART
<br />G
<br />DEGION LOAD
<br />aI P NII
<br />'!IAPACI TY-PSIF
<br />wain
<br />RAONf
<br />POSITIVE
<br />!2ATive
<br />it -till
<br />8II,7 .
<br />510.E
<br />. ,«.NN,,.
<br />211.112
<br />;Ta
<br />,♦ . H..NH
<br />67.3
<br />..
<br />a324
<br />yt
<br />tsI
<br />1 .1
<br />a3,s
<br />'
<br />•NINN.NN :.
<br />7tLi
<br />'ss»1Ja
<br />aas
<br />tte.a
<br />It-Tla
<br />61.3
<br />t:76.7
<br />. ,.1
<br />,N NNIN.
<br />$9-�a{J8
<br />... .
<br />03.3
<br />. N 1, H,N
<br />.1.N.r. f .
<br />219.4
<br />. 1 ♦ ..
<br />37
<br />IJf N
<br />633
<br />69; . e
<br />.,
<br />53.t/a
<br />,'
<br />61.1
<br />IM4
<br />..311611
<br />26.tt2
<br />6o•aJa
<br />63�I
<br />.
<br />aaati
<br />«NINNa
<br />- I31
<br />. ..
<br />GSA
<br />.. 1 .
<br />116.0
<br />DAV0
<br />'P8113
<br />'ate +•
<br />1F ;ua
<br />61.3,N«..
<br />24314
<br />Ab.11I
<br />16
<br />"a113
<br />1t1lk,R
<br />31
<br />61.3
<br />$]-1111
<br />63,3.
<br />763
<br />i4 �tJii
<br />a2,a
<br />749,7
<br />'ia-t1�i
<br />as
<br />" 43.1i
<br />iaA.2
<br />N17,�
<br />61.3
<br />110.3,•,
<br />5a-116
<br />113
<br />11.12
<br />t9�1J�
<br />Asa
<br />t1991a
<br />28«f/2
<br />74P114
<br />' 0.3
<br />,
<br />" 117.7
<br />�5a-tBII
<br />aL4
<br />64.4
<br />6"1/2" MAX.
<br />33"
<br />TY3
<br />P/
<br />i.
<br />JL
<br />'
<br />:
<br />mM
<br />D
<br />-
<br />4
<br />�
<br />n
<br />Uri I
<br />`
<br />w
<br />ELEVA71ON
<br />4`tlz"
<br />(TYP 1.
<br />FIN FRAME
<br />SINGLE HUNQ WINDOW
<br />a-117 MAX.
<br />N.
<br />THERMA-TRU INSTALLATION
<br />KEY DIFFERENCES CHECK LIST
<br />Rough openings are 1/4' smaller on each side and 1/4' smaller on the
<br />header than standard Therma-Tru rough opening dimensions,
<br />Use only a maximum of 1/4' thick shirrs.
<br />Predrill the jambs and headers using 1/8' drill bit, Predrilling
<br />increases structural performance,
<br />Use only 2-1/2' wood screws (#8 and #10) when securing the pre
<br />hung frame to the rough opening buck, Drywall screws, deck screws,
<br />and nails are insufficient anchors, and should not be substituted for
<br />wood screws.
<br />Be certain of the number and placement of all screws securing the frame
<br />to the rou h opening buck. Consult the architect or engineer of record
<br />concerning astening the buck to the rest of the building structure.
<br />CONTRACTOR TO PROVIDE A 1 x P,T. BUCK STRIP CONTI AT
<br />OPENING SIDES AND HEADER.
<br />Xx 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE
<br />3/16' DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
<br />SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE
<br />OOFOR FRAME' kBEDMENT INTO THE I MASONRYA HAVE MINIMUM
<br />r N xAC a
<br />r r r r r
<br />6' 6' Iil it Ir�r 6 III IE __II III r
<br />EVENLY17EVEN-TYI
<br />Z. 2 x WOOD OUCI{S SHALL 6E INSTALCUO (IIOT'BY LAWSON IND.) AND ANCHORED NIL EH PAAr:NTNrsStS UtpICA7f S N0. cI� - -
<br />50 THAT. THE BUiLDING RESISTS THE SUPI MMPOSIC LOADS IN ACCORDANCE C ANCHORS PrA 1A"a
<br />WITH REQUIREMENTS OF 199L S.P.B.C.
<br />3 ANCHOR 0E1I1CAI0ED IN THIS LAYOUT ARE AS PER TEST UNIT, OTHER
<br />• CONDITiONS'TO DE ENOINGERED SEPARATELY. -
<br />4 ANCHOR CONDITIONS NOT DESCRIBED iN THIS DRAWING ARE 10 BE 04131NE6RE0,
<br />SPAIi ON A SITE SPECIFIC BASIS.
<br />6' I I 6'
<br />' • 6r 60"
<br />. _ .... f. Pe,_aN,•... 1 x IP.T,I WOOD BUCK APPROMASQOMpLYJNOIMYiI � `" ' waioii SINGLE DOOR
<br />I# iO S.H.S. NOT BY LAWSON INFO BOUT FLORIDABIAWRIC00
<br />116" MR, WOOD EMBED MUST SUSTAIN IMPCSC1bA �+ 6 N'T'E+"
<br />AS SHOWN ON ELEVATION LOADS
<br />�DRS u q• /A" t t5E8 SCHEDULEBELOW FOR MAX WM98R OF ANCHORS) GLA&S f A
<br />$TYP.1
<br />Vall
<br />.
<br />N t0 S.lLS. OLOIVE61
<br />D GIST IV MIN. Wool' 1iH810D CLEAR ADHESIVI t/1.1' SHIM ` BtHt�l1IGCOgECDMPLfANC
<br />TYA.
<br />8
<br />$TYP.I
<br />$ 0 L" FROM CORNERS EDGING CtlMPOUN
<br />� M1gPo1NY E Epp MAX,-ACCEPI'AII08N 1= I
<br />'
<br />•
<br />,
<br />m
<br />WOOD BUCK 1.129" 12 3 J! " to TAPCON
<br />IBESCHEDULE'
<br />r
<br />D ` 6'
<br />• BELOW FQR NUMBER
<br />cI
<br />'
<br />sil,M up FIB)
<br />CLEAR "
<br />"
<br />GC OMPOE IIB6"
<br />31tfi%ANN. BEDDING COMPOUNOI x EP Y.1
<br />t3LA38 WOOD BUCK a375•' GLAO:tNG
<br />r
<br />.3711•' GLAZINGtI r DEPTff IetTBO �...✓ r
<br />/
<br />:t
<br />18
<br />01 M VIEUV _qJ4 ANNEALED pLASIS
<br />' _NP.I.-..."•.-_-...._ F .A QE FRAME � u,
<br />I. _.. 1X R'O0 SUCK
<br />vIND V WIDTH MRAIL"a
<br />TAPCON
<br />7Ii7 LAY%FS,r
<br />t.t:3 " . d wi {B 4" FROM CORNERS To
<br />A1C OPPOSITE ...• ,. 1 . ' 'd a * • . Is. R pasum
<br />t « REFERENCES pTL"11I9D 12r8»97 4•'
<br />1 X 1P.T.1 TEST SIZE! 53-ti8" X 74.-1/41• iTYP.1
<br />• ELEVATION
<br />I H11AW DUTY . w OD ButK 9.94A. -94.9 PSI' FLANGE FRAME � MAX.
<br />' ! «' • - �»•� O TEST LOADFi:
<br />Ef I M�iIt1K3 HAIL t/4" f4AX4 DESIGN LOADS: +83A, ESA PSF' i I
<br />SHIM WA TEA ifdPILTRATION 7ESTs 9.5 PSF' SINGLE HUNG WINDOW
<br />I _ t .7L9'• HAV. JAMB SCREW 5 ACING+ 15.3J • 8r 17-3Ir."
<br />Ier OR • . I ao I -,_. .as " NON-IMPAG-T BF IITA�f7'
<br />Noon SUCK
<br />�1 '} t 1 I k� IT
<br />/ r 1 I8 B ti13 i 1
<br />`` CLEAR ADHESIVE
<br />2/299„ BEDDING COMPOUND
<br />SILL
<br />db r x HtDIGHT ' • 1
<br />s
<br />t8
<br />6
<br />17
<br />' •14/8" MIN. 114^ T1AM1
<br />• SHIM
<br />• . ED��P 1ST. Ii to S.M•5. HL..
<br />SY. f41N. WOOD EMBED
<br />3/ta"D TAPCDNS EIS 6- FROM CO�tN"S
<br />r... , . ....,,- 44 6" PROM CORNERS 2 x EP.r.3
<br />WOOD $3UC
<br />' LEADER & SILL. SECTION
<br />32Ot1. FORMED ALUM',nTp HO0RTI WINDOW SYSTEM IS DESIGNED AND TESY90 To COMPLY WITH THE I�EADI~I:i & SILL SECTION
<br />- FIQOUIRI:MF.NrS OF.YHE 1994.GADE COUNTY)ED$YIDN CR,'fH1: SOUTH.----"---'-•'--'�•°••^"" -•"^
<br />FLORIDA BUILDING CODE 4S.F.0411 CHAPTER 4, CHAPTER x3, CHAPTER:85,
<br />0513 ANH. CLASS UNDER THE SPECIFIC CONOITIONS SHOWN 014 THIS.DRAWINI% :
<br />iD 2. 10 Olt 7 9 WD00 SUCKS SHALL MINSTALLED 10or 9Y LAWSON iND.) AND
<br />ADHESIVES ANCHORED SO THAT THE BUILDING RESiSTS.THE SUPERIMPOSED LOADS IN
<br />BEDDING COMMUND ACCORDANCE WITH REOUIREMIINTS OF 1994 S.P.D.C.
<br />g " 3. ANCHOR DESCRIBED IN THISLAYOUT ARE AS 06 t TEST UNIr.OTHCR
<br />CONDITIONS 10 BL ENGINEERED SEPARATELY.
<br />(I CORNER 4, ANCHOR CONDITJONS NOT RESCRItOEO IN YHIS DRAWING ARE 7O 0E ENDIHEL'RED 1IO.tN PARWIN9515INDICA1lf 14IMP
<br />• ON A SITE SPECIFIC BASIS; ANCHORS PtR JA"O .
<br />GLA?..TNG DETAIL • '
<br />Aa8 .062 ,
<br />TYP. �---�-
<br />I. F10 ie�
<br />MEE71HO RAIL v JAMS STILE .
<br />VIC-ANNEALED GLASB•1f0 FAIL
<br />VANDOW COMPARATIVE
<br />ANALYSIS CHART
<br />£t6OEGN
<br />LOAD CAPACITY • PSF
<br />WINDOW
<br />DIM&NIItaNs
<br />wows , WOODS
<br />TAftONBOI&WOODBUCIQ
<br />TAPCONS tOewcoosucig
<br />WIDTH
<br />HEIGHT
<br />41Y: OF
<br />POSITIVE
<br />"COATive
<br />CITY. 01,POSITIVE
<br />NEGATIVE
<br />CITRY'wa
<br />POSITIVE
<br />NEGAIIVC
<br />["
<br />"
<br />x6-uti
<br />II7t
<br />�a9.7
<br />6141
<br />• NN"Nw,
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<br />63.3
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<br />172.1
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<br />` 63.1
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<br />6231
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<br />•' 56,6- •
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<br />. 37!.4
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<br />19.11E
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<br />249.7
<br />163.0
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