|
JUx► RLL i++'+ �«ap7EONAL
<br />16 9/16- MAX. TYP. 2 3/4- 0,0. TYP•
<br />AT NFJtD/9�LL 4" MAX. AT HEAD SiLL CORN6
<br />NFAO/SG.L
<br />SEE COLWiN 'A' F11R
<br />. W ANCHORS
<br />AT�READ OR sit I !
<br />3YPICA MF,l EMS '
<br />TESTED UNIT
<br />J'hf.
<br />ApPRM QONEIGURA i�0,145
<br />GLASS WIDTHS TO 6E EQUAL ON MOVING yI
<br />TYPICAL ANCHORS �A
<br />xo FR_OXB>< W
<br />WMDIV DIMS
<br />A
<br />DOB - ANN DLABS
<br />WIDTH
<br />HEIGHT
<br />Wa. (*}
<br />INT.
<br />24"
<br />36"
<br />481'
<br />601,
<br />72"
<br />24"
<br />4
<br />60.0
<br />67.0
<br />4
<br />60.0
<br />07.0
<br />6 '
<br />50.0
<br />67.0
<br />6 ,
<br />60.0
<br />87.0
<br />6
<br />50.0
<br />64.2
<br />24+'
<br />36"
<br />4811
<br />6011.
<br />72°
<br />11
<br />36
<br />4
<br />50.0
<br />67.0
<br />4
<br />50.0
<br />64.9
<br />8
<br />$0.0
<br />54.3
<br />6
<br />48.8
<br />48.8
<br />6
<br />42.9
<br />42X
<br />24"
<br />461,
<br />,t
<br />60"
<br />A8 "
<br />4
<br />80.0.
<br />67.0
<br />4
<br />60.0
<br />60.7
<br />6
<br />38.9
<br />30.5
<br />8
<br />36.1
<br />36.1
<br />37"
<br />53418"
<br />.V'
<br />- 28"
<br />4
<br />50.0
<br />.67.0
<br />8 1
<br />60.0
<br />67.0
<br />a 1
<br />60.0
<br />50.1
<br />37"
<br />63418"
<br />741'
<br />38.318"
<br />4
<br />50.0
<br />38\8
<br />6
<br />50.0
<br />50.1
<br />6
<br />99.6
<br />• 30.6
<br />37j1
<br />63-118"
<br />00.618"
<br />4
<br />46.0
<br />46.0
<br />6
<br />363
<br />36.1
<br />A P
<br />GIs§-8500
<br />OF ANON IRS PER HEAD SILL'
<br />ALUM. HORIL BUDING W NDOW
<br />,CQMPARAT-M ANALY618.0ART
<br />BASED ON Fit. 1130 OF 07.21.95
<br />TEST SIZE to 721' X 4811(OX)
<br />DESIGN LOADS 0 • BOA •43.3 PSI=
<br />WATER INFlUrRATION TEST - 7.6 PSF
<br />i'ESTED GL S Ds0_ANNEALF+
<br />, •YFIGAI; ANCHDRNi SEE•ELLNI./CHART FOR SPACING
<br />- ` 3/16" T_ _ APCON
<br />INTO 29Y WOOD BUCKS OR WOOD STRUCTURE
<br />t" MIN. PENETRATION INTO.WOOD
<br />THRU tI3Y WOOD SUCKS INTO MASONRY OR DiRECTLY INTO 1, MNRY
<br />1-Ile MIN. EMBED INTO MASONRY .
<br />MUM
<br />EACH VENT CORNER SEALED WITH WHITE COLORED SEALANT.
<br />-'Pl�'EpiiDLER•
<br />Wt 1--1 211 X 1/4" DRAIN HOLE) AT 1-3/4* FROM EACH END
<br />tP.TJ WOOD Sufic
<br />ft.M.S ' - NOT BY LAWSON IND.
<br />ifi�0' MINI WOOD IMBED MUST SUSTAIN RHPOMO .
<br />• S 1/2" FROM CORNERS LOADS
<br />�go MIDPOINT 3/16" ANNEALED Q"SS
<br />. SHIM! MAXFIN FRAME INSTALLATION
<br />CLEARAOMSSIVt 2x WOOD BUCK THERMA"'TRU
<br />01"DING COMPOUND
<br />HEAVY DUTY RAIL
<br />1. THIS PROt1UCT Is OESO O As PER 114E SOUTH nORIDA BUILDING COOP;
<br />1994 EDITION FOR LtIALti-OADS COUNLY Oil 2001 F'LO�iDA pU1LDIEIO CODE.
<br />MCC 7 USING CORR BP"HO LOA011•
<br />ZLq„
<br />1/4" MAX.
<br />SHI
<br />GLASS NN,
<br />1 " ,� O
<br />D 10 S.M.B.
<br />IV MIN• WOOD EMBED TEST UNIT
<br />SSE SCHEDULE BELOW
<br />SPACING PERFORMANCE SUMMARY
<br />KEY DIFFERENCES CHECK LIST
<br />*00 FOR HARD LOADS AS' 1-0.
<br />a. WOOD SUCKS ICY CMERO MUST SE A1ICHOREO PROPERLY. TO IMSi>?R
<br />LOADS TO THE SIRUCTUfit;\
<br />,6E7" 2 x
<br />FOR ANCHOR
<br />iTYP.I
<br />91vt2■-11-r
<br />2. ANCHORS SHALL 89 AS USTE0• SPACED A5 SHOWN ON OSiA1L5.
<br />ANCHOR 011110MENT' TO BASE MATERIAL SHALL Ott BEYOND WALL
<br />DRESSING OR STUCCO.
<br />I
<br />A 13
<br />WOOD BUCK
<br />OD B
<br />q 1.875
<br />t9
<br />TEST $t7.F.t'�, ;j/.w1/B" is 75-�/�.••
<br />TEST aNGE: i-ve
<br />TEST LOADS1 .94.S. -94.5 Pap
<br />DESIGN LOAOSt 063.0 -63.0 Pap
<br />Rou h o enin s are 1/4` smaller on each side and 1/4' smaller on the
<br />g P g 1
<br />Therma-Tru
<br />I�
<br />WATER 1NFILTRATIOM TESL- 9.5 PSI'
<br />header than standard rough opening dimensions,
<br />3/u"-�►Ntt
<br />CLEAR AOM581VE
<br />8110ONG COMPOUND
<br />TESTED
<br />SCREW SPACiN6t 1S-3/4" a 10N3/4"
<br />r
<br />Use only a maximum of 1/4 thick shims.
<br />•
<br />OLAS
<br />bI1i�+YM tBl?�
<br />T r
<br />f3
<br />"DLA G p
<br />i;6�PTH {Bi�� �
<br />NON -IMPACT RESISTANT '
<br />Predrill the jambs and headers using 1/8` drill bill Predritling
<br />• • ,
<br />16WIDTH
<br />MN=•
<br />increases structural erf ormance,
<br />P
<br />►-
<br />�•�+ "-'
<br />•
<br />P1AN VIEW
<br />wNIDDw
<br />WiDTH .
<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 />• '
<br />9
<br />1>ws ~
<br />"_'�•
<br />nd it e insufficient anchors and should not be substituted for
<br />no PAM Y QUANTITY OBSCRIVU80
<br />1IAT8tIlAL
<br />IdANI•./St)PPtiBil/REIdAAKs
<br />I
<br />L-733
<br />1
<br />MAHE fIEAU
<br />6069-TS
<br />8
<br />L-7BI
<br />i
<br />ran SILL
<br />a4a3-TA ..
<br />'•
<br />3
<br />L-760
<br />E
<br />(RANI: JAR%
<br />506346
<br />"
<br />4
<br />L-"4
<br />i
<br />FIXED RML
<br />6D63-f6
<br />5
<br />L-772
<br />L
<br />VENT MWING RAIL.
<br />8063 i8
<br />"
<br />6
<br />L-70
<br />a/ vENT
<br />TOP AND I►OTTDH RAIL
<br />6068-TB
<br />.
<br />7
<br />T.»7sB
<br />t
<br />JAMB STILE
<br />1063-TG
<br />ALL"NUR
<br />" '
<br />DLL FGRIiEtt
<br />8
<br />L-787
<br />AS REO0.
<br />GLA2tN0 BCAD
<br />ASSPEL-1 SCREVS
<br />-
<br />L
<br />9
<br />FS-006
<br />AS =1
<br />8
<br />FRAME/VCMIT
<br />F7X. RAiL SILL SVS
<br />LUIP1PS
<br />-rig X 8': P,14. PNILtiPtt
<br />IQ
<br />ii
<br />L-770
<br />A5 ROOD.
<br />VERY JAMB RAIL YjSTRIPPING
<br />VINYL
<br />1140 �v .-a -
<br />DVS-tMl3
<br />AS REOD,
<br />FIN SEAL WCAiNERSTREP-180
<br />.i87' X 419' 0920-6001~91
<br />sZ
<br />.
<br />PWS-005
<br />AS RLOD.
<br />FIN SfAi. VEAINtRSTRtPPM
<br />.t9i' X 'DDa C183A-506t�71
<br />I3
<br />14
<br />PVt 004
<br />AS RtOD.
<br />FIN SEAL W6AIHERSYRWPFINW
<br />'•
<br />/t5?• X .3t0' C1430-60e1"91
<br />Is-
<br />.
<br />••
<br />17
<br />L-7E8
<br />6/ VENT
<br />VENT Fact; OU1>M:
<br />PLASTIC
<br />AT :8-1/2• FRBI! "BE o NIDSP
<br />It.
<br />L 763
<br />E
<br />2 •
<br />VEIN ROLLER M MING
<br />VENT RQLLERNiMEEL
<br />Arm
<br />MASS
<br />AT i3ACH IOgt
<br />19
<br />L-764 '
<br />>:0
<br />L-768
<br />1
<br />SILL TRACK iNSC11T
<br />1 T6
<br />6063-T6
<br />AT S• FRON ENDS
<br />at
<br />L-741
<br />P/ VENT
<br />VW LATCH
<br />E2
<br />L-7003 .
<br />2
<br />VENT LATCH SPRING
<br />W2 a �1" X 311 B" WEEP HOLE) AT 2" FROM EACH ENO OF VENT
<br />' ... • . TYPICAL Al
<br />! 8
<br />12
<br />� I8 19
<br />i
<br />W1
<br />. Y12 9
<br />TYPICAL ANCHORS
<br />TYPICAL,ANCHORS
<br />� 61E4 •'--I .
<br />I.87S
<br />1
<br />T�
<br />I.tE&
<br />1.437 8
<br />1.014
<br />.708
<br />•
<br />I•
<br />- .749 L
<br />FRAME JAMB
<br />FRAME HEAD
<br />•-• .BIZ --
<br />•_-_
<br />Aa8 L
<br />IYA.
<br />VENT TOP/80TTOM RAIL
<br />I--•-NL875-
<br />jkJU
<br />.080
<br />.92� ,q18
<br />SiLL TRACK„
<br />lay OR Roy. VENT VI1liH
<br />VODD BWXS21 W4• SHIM .+..• ' I
<br />f3. X
<br />OFt •. P
<br />5 !.i
<br />t
<br />1 •
<br />M
<br />-. � .•..1.
<br />�--» 14
<br />4
<br />1LLIDP %.xTt t=• .+ ., f;
<br />EXTERIOR
<br />N V WIDTH
<br />xa LAva11•c
<br />� q PDX P{)X OSITE -•» : •......••
<br />._74 e
<br />1 WD RW= .
<br />' 21 It HEAVY DUTY
<br />I MEETING RAIL
<br />x, wry, 18 5
<br />ti J HBIhNT „ N 14 SIM,S.
<br />1S/ MAX, Ii®7" 1%11 MINI WOOD EMBED
<br />jlp MIDPOINT cORNERS
<br />114" MIN, WOW 9MB50 2 x IP.T.1 «
<br />1P 5-1/2" PROM CORNERS WOOD BUCK 2 >e (P.T.)
<br />a MIOPONT WOOD BUCK
<br />FiFA_ DERt & SILL SECTION.
<br />ALT. SILL SSG., ON
<br />NORM
<br />1 THIS -WINDOW SYSTEM (S DESIGNED AND TC4TED TO COMPLY WITH THE
<br />REgU1REMENTS OF THE 1994 DAVE COUNTY: EDITION OP. THE SOUTH
<br />' PLORIpA BUILOINa COOt;.t9J4B.E,1 CHAPTER 4 :CNAPTBR 2l• CHAPTER 39.
<br />• UNDER THE; SFEtIPiC CONDITIONS SHOWN ttN fH16 D>RAWIN6.
<br />3/16%ANWAL.ED t� �. 8S-HD RAIL
<br />WINDOW OOMPARATOM .
<br />At4ALYM$ CHART
<br />wNe
<br />I311SIGN WAD
<br />OeNE
<br />'CAPACI fY-PSP
<br />WMTN
<br />POSITIVII
<br />NCOATW
<br />10-tIe
<br />•
<br />63.7
<br />•
<br />iitee
<br />•
<br />. N,.NNHI
<br />aa•u:
<br />as
<br />I• • NI.N.•
<br />Ala
<br />• •
<br />]ttlz
<br />. «
<br />N!
<br />IV
<br />Ras
<br />'
<br />ttt�.
<br />,"�1
<br />"12.tIS
<br />as 3
<br />ilea
<br />1t-tie
<br />saa
<br />c:er
<br />sa-ua
<br />ae•3/a
<br />i313
<br />ae.rr
<br />PNNNNI.
<br />t5f
<br />..nNN«t«
<br />... ..
<br />�s .
<br />s3�+iJi'
<br />ita
<br />' • .
<br />1
<br />' ea.3
<br />]taa
<br />26.1/i
<br />1t0.•/i/e
<br />all
<br />lDP.e
<br />MNiNIN.
<br />M1
<br />..t
<br />•' • N
<br />!> UD
<br />' 62.2
<br />N.t.�0a'0� .
<br />1N Ua
<br />Na. N�NIN•
<br />: 1•i•-
<br />3arlli
<br />Is
<br />.tit �f/#
<br />a3,t
<br />2a97
<br />N• W
<br />26•112
<br />a'
<br />nIN .
<br />fill
<br />I"•
<br />ITf
<br />..1»,N...,
<br />6t,3
<br />.1......
<br />1aa,•,
<br />53-11e
<br />all
<br />In
<br />it -we
<br />61.3
<br />aee.A
<br />. •
<br />e3-U0
<br />•NN«N,
<br />61.14
<br />6%4
<br />• 7. 211 WOtMt DUCKS SHAL! LIE INSTALLED tNOT'BY LAWStiN IND.1 AND ANCHORSII
<br />NQ iNPARtNTN[SMSeIslcA7Ls No.Of
<br />SO THAT. THB OUO.WNB IMEStSTS THE SUI$BttIMPOSEO LOADS IN ACCORDANCE
<br />c
<br />ANCHORS, PC" 741tt111
<br />• WITH REItUiRBMBNT$ cTP 199A 9,P.D.t..
<br />• ! ANCHOR OESCRiGHO IN YIDS MYOUt' ARE AS PER TESY UNMT. 0Tt1ER •
<br />• CONDfTIGl1t5 TORE ENO1NSEi1E0 SEPARATELY.
<br />L ANCHOR CONDITIONS NOT DESCRISIM iN THIS DRAWING Ant in BE ENGINEERED
<br />ON A SITE SPECIFIC OASIS. ...
<br />„,•.• .•„ ..,,
<br />'
<br />1 x tP.T.I WOOD BUCK
<br />APPRODEDAS
<br />0 40 S.M.B.
<br />NOT BY LAWSON INb
<br />84tIT FLOM
<br />11S" MIN, WOOD EmlIND
<br />MUST SUSTAIN IMP
<br />a A
<br />AS SHOWN ON SLEVATION
<br />121116 D1 POR
<br />LOADSEIbA
<br />8Y
<br />• 6M N 10 S.MS,
<br />+UMBDlANR8W
<br />GLASSNN. •
<br />• T ,� I%- MIN, WOOD E,NOED
<br />CLEAR ADHESIVE
<br />114" SNN•t •
<br />OCODE
<br />CORMS
<br />a,
<br />DING camp
<br />MA
<br />a d v( 4b Mtn
<br />Rp
<br />ACIZ*ANGSNi
<br />WMOOSUCK
<br />1.1E "
<br />1 3
<br />S/111(��" O TAf
<br />ISt18' SCI1E01
<br />' VL" KA.X..
<br />• BELOW FCR
<br />SHei
<br />OF ALICH1141
<br />+
<br />0-9na- TYP,
<br />-~�---�
<br />a na s ar ,
<br />wood screws.
<br />Be certain of the number and placement of all screws securing the frame
<br />"
<br />to the rou h opening buck. Consult the architect or engineer of record
<br />Jconcerning
<br />astening the buck to the rest of the building structure,
<br />E
<br />CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONY, AT
<br />OPENING SIDES AND HEADER.
<br />ACCEPTABLE
<br />p
<br />*)K lA x BUCK STRIPS WILL BE PROVIDED THE
<br />3/16 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS
<br />SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE
<br />DOOR FRAME 1 x P.T. BUCK STRIP AND HAVE A MINIMUM
<br />•
<br />x,
<br />OF 1 1/4' EMBEDMENT INTO THE MASONRY JAMBS.
<br />N
<br />r r r r' r
<br />50
<br />r
<br />r r
<br />r
<br />JI
<br />6'
<br />r
<br />r r
<br />I r
<br />l
<br />6r
<br />I l-
<br />6' 6r
<br />I I I
<br />I(
<br />I-
<br />r 6
<br />•
<br />(((jJj
<br />„t
<br />-
<br />-
<br />-
<br />tTYP 1.
<br />HAW.
<br />ELEVATION
<br />FIN FRAME
<br />SINGLE HUNG WINDOW
<br />ITYP..I
<br />EVENLY
<br />EVEN Y
<br />61' "A
<br />1TYp i
<br />ITYP.1
<br />mM
<br />a
<br />/
<br />N
<br />ADHESIVE
<br />Ilk " a~
<br />' "
<br />1
<br />a COMPOUNO2 x iP TJ
<br />a
<br />( t
<br />! •
<br />.B S" I
<br />aN Vi
<br />.8 6" ANNEALED GLASS
<br />•
<br />3/16" O TAPCON
<br />H1xAO�tJWTIGt ItAigLIJCK
<br />C
<br />I] " � 4" FROM CORNERS
<br />TP.f3 ET
<br />' + A a '
<br />t ` a
<br />PER O
<br />R1:PERIINCBt PTL-169012..0-97
<br />J
<br />• ; :€ + 1 x 1P.T.1
<br />TEST SIxEt 53-1/B" X 7A-1/4"
<br />cl miA'nm
<br />IIr YP.f
<br />iT
<br />M GRAIL a • a . WOOD SUCK TEST LOAQSt •94.. -94.5 PSP TEST$ 9.S PSP MAX.
<br />6"
<br />114- MAID ORSIGH LOAOSt +J33.0. -6'J.0 PSF t=LANBE iiIAME tTYP.I
<br />SHIM WATER MPILTRATIDN sINGLE HUNG WINDOW
<br />Tt•ST10 GLASS3 NtALEO,
<br />.7J:g" 1401:. 1AM13 SCREW SPACfM ANT 6 & 17-314"
<br />I
<br />An t3 I 1
<br />ae�aa aaHEstq�••_ .
<br />i T � �11 I�IONT 1 1
<br />�••^ f� J O It
<br />!B
<br />4 a+ I7
<br />00 $ 4 �' 2
<br />' •1418" MIN. 114 MAX.
<br />SHIM
<br />' .toi4P.5 ' a t08M.S.
<br />1_ME oS. NER _ TY J%" ION. WOOD EMBED S R .
<br />3/16"0 TAPC0H5 01 A" FROM CORNERS
<br />. pI 6" FROM CORNER$ .2 x 1P.T.1
<br />WOOD DUC
<br />• HM@ER & SILL SEC,QT 0,�ON ,
<br />ALUM' „ Ync/ CORNERS 1'tH -bloSOW 1;Y8:8M t!i pESi0NE0 ANO TESTED i0 t:OMP1 S WITH THE ALT, f'1EADER & BIi.L SECTION
<br />--.OMW WA RMiGtMR4BNtiNTS OP TH6.1994 GAGE CGUNTY EDITION OF 7HE OUTH
<br />0S8 ANN, G1AS5 UNDER 714E BPIF C GiiNb'PrIONs'SHOwN ON 3ffi w1NR•cMAPTER 88,
<br />i sl 1t1 OR IS, wtrco ButK$"$MACE g6:INsrALf:E13 Ittor:I)iY:LAwSGN ul0a AND
<br />ADHESIVE f ANGNt $0 THAT 'iHf1 BfifLO1NW RSS18T$: THE BUPEIttMPOSEO LOADS IN
<br />C,some COMPOUND ACCORDANCE WITH RHOtRREMENTB OP`194b S A.B.C.
<br />B _ 3. ANCHOR DESCRSED IN THIS LAYOUT ARE AS PER TEST UNIT.OTHER
<br />CONDITIONS 10 OE ENGINEERED SEPARATELY.
<br />J:, ANCHOR CtINDIlPft NOT DESCRIBED IN THIS ORAWINd Aft TO OE ENGGNEEREO 11e.IN PApt"I"13115INVICA12e NA, Op
<br />ON A SITE SPECIFIC BASIS. ANCHdRS out lAMe ,
<br />dI
<br />PRALt RQTMM C08NER ;
<br />1
<br />0fl11t L0.=11LA88 HD HAL
<br />WINDDW OONIPARAMVE
<br />• ANALY$18 CHART
<br />ION LOAO OAPADCIY- PSP
<br />am
<br />W0DOSORMIWB OuttlliOODMM
<br />TAPOON 00=0ODGU
<br />TAMOM XthrooDBUCIQ
<br />WJOTN
<br />Now
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<br />ism
<br />POSITIVE
<br />SIGATrii
<br />tI7Y. OF
<br />POSITIVE
<br />NCOATIVE
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