|
4
<br />1
<br />1' MIK EMBEDMENT —WINDOW WIDTH 1/4' MAX.
<br />(WOOD SCREW) SHIM SPACE
<br />SHEATHING SHIN AS READ. TWO BY WOOD
<br />CAULK WINDOW �FIN E& TWO BY w� (SEE NOTES) IMPORTANT INFORMATION & GENERAL NOTES
<br />INSTALLATION ANCHOR SHIM AS REIM products a naAt De folowod �y.P•� Ms,datim or FlorLlo Exin,dcs MHexRon•
<br />i�i (SEE NOTES)
<br />Y MIN. C,ENER61 INSTAI�TION INSTRUCTIONEMBEDMES
<br />STUCCO <VO® SCREM V) 7) SHY AS MM AT EACH INSTALLATION ANCHOR YTH LOAD MARL SHAL MAX
<br />ALLOWABLE SHIM STACK M BE 1/'� • APPLY A BEAD Or VwJ¢M 115 ADHESIVE
<br />F�AZIFx"i CTYPJ CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR
<br />ID INSERTING THE
<br />(SEE NOTES) _ SHY TO AOFR2E THE SHY TO THE SUBSTRATE AD/OR WINDOW FRAME FULL
<br />PERIMETER1/4' SHEATHING BEARING BETWEEN THE SHIM. SVBSIRAIE AND WINDOW FRAME AM REOIMED.
<br />CAULK �SFaNSPACE o -2) USE St1CONl32EeD ACR'M1D CAULK BEH1D 1WNIOOW FN AT FEAD, 5LL k JALIBS.3) USE SNUCONeZED ACRYLIC CAULK FIR PER6ETER SEAL AROUND EXTERIOR CF
<br />FIN TYPE CAULK BETWEEN WIDOW FRAME.
<br />WINDOV FRAME WINDOW FIN 4) FLORIDA EXTIWDERS TODD SERIES SINGLE HUNG I5 SHOMM. THE PRINT ALSO
<br />APPLIES TO THE FLORIDA EXTRUDERS 15M AND 2000 SERIES SINGLE HNGS
<br />GLAZING (T7P.)
<br />PERIMETER NSTALLATION ANCHOR 5) WINDOW FRAME MATERIAL &LWU4'LLLOY 6051
<br />CAULK
<br />SECTION B—B ANCHOR INSTALLATION INSTRUCTIONS
<br />WINDOW GENERAL
<br />WIDTH
<br />A 6) ALL IOR SOR HAW ANCHORS MUST BE MADE OF CORROSION RESISTANT
<br />MATERIALS HAVE A CORROSION RESISTANT COMING APPLIED SUITABLE FOR THE
<br />©ENVIRONMENT AND/OR FRAMM MATERIAL NTERE ANCHORS ARE USED N
<br />PRESSURE -PRESERVATIVE TREATED MWO, THE WOOD SUPPLIER SHALL BE
<br />WINDOW I CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE Will THE
<br />HEIGHT B PRES ESSURE-PRERVATME TREATMENT PROCESS USED.
<br />7) ALL FIELD STIPPLED HOLES N THE FRAME OF REQUIRED) WILL BE
<br />7
<br />ANCHOR u) 3/16- IN DIMEIER FOR 08 WOOD SCREWS, AND
<br />SPACING EQUALLY SPACE b) THE SHANK DIAMETER OF THE NAIL ROUNDED IR TO THE NEXT STANDARD
<br />61-A Y. (TYPJ ($EE TBELOW ANCk�RS RYPJ BE9GNA7Ok BB11 BIT �•
<br />ICF'F N6TTFC) 1 8) WOOD SCREWS SHALL MEET ANSI B 8.6.1 DIMENSIONAL REOU I EMOM
<br />Ac 9) NAILSTENE SHALL MEET AST, F /887, 'STANDARD SPECIFICATION FOR DRIVi7l
<br />WINDOW ` 10) IF $f O NAILS, '10 SPLIT.
<br />AND STAPLES.'
<br />HEIGHT d/ 1D) F WOOD FOR O CO CONSTRUCTION
<br />HOLE DA NTEFOLLOWS-(PER NATIONAL DESIGN
<br />SrECEICATXIR FOR WOOD 1;oNSTrslx)TIQNN IZEp1REX1ENT5):
<br />u) 18 WOOD SCREWS - 1/8' DIA. PLOT HOLE
<br />b) a113' CA. NAILS - f44 DRILL S12E PLOT HOLE
<br />FIN TYPE�—IJ12YE!")MAK
<br />(6' MAX. e) OTHER TER S REQUIRED.
<br />PILOT "p.FS Lq'T U(�DNG 75,5 of THE NALL'S
<br />ANCHOR THEN MAIL
<br />AS RE -DER PI
<br />WINDOW FRAME SPACING it) WOOD SCREW AND NAIL W17HRAWAL VALUES USED TO GENERATE FASTENING
<br />Sri I (SEE BELOW) (TYP.) REOURmAENTS ARE BASED ON SOUTHERN PINE WITH A SPECBTC GRAVITY OF 0.S&
<br />12) WOOD SCREWS AND NAILS SMALL NOT BE MIXED TO FASTEN THE SAME
<br />PERIMETER MARBLE SILL
<br />CAULK STD ELEVATION ASSEMBLY.
<br />13) WOOD SCREWS AND NABS 94AL NOT BE USED TO FASTEN ASSEMBLY INTO THE
<br />BY OTHERS VIEWED FROM EXTERIOR END GRAIN OF WOOD.
<br />READ SILL & JAMB ANCHOR SPACING 90 70 PSF DP,) [SEE SHEET 2 FOR CONTINUA DON OF NOTES)
<br />TWD BY WOOD WOOD SCREW, 24' D.C. MAX. (TYR)
<br />INSTALLATION ANCHOR TRY 17THFRc NAIL- 7' O.C. MAX. FOR JAMBS AND
<br />MCITIT10' O.C. MAX. FOR HEAD & SILL
<br />STUCCO w
<br />R DESCRIPTION DATE IIiI TZ"D ATIONAL INC
<br />CAULK BETWEEN g B tall— RJA FLORIDA EXTRUDERS 2540 rEvrreF LANE
<br />1JINDIIV FIN HEATHING ADD REQUIREMENT TO p]gTFlGTE aF AUTfOTtGAIDH tD. 92.T5 jiD t'i.OIiiDA
<br />"MIN. ADHESIVE CWILK
<br />AT SHIM LOCATION. n7IE:INSTALLATION DETAIL W/#8 SCREWS OR NAILS
<br />EMBEDMENT W"SEDSECTION A -A (WOOD SCREV) CREVISED x E �� 1-1--RJA SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000
<br />5 TITLE
<br />TERNAATEREFLECT N4L DRAWN BY: BB APPRDVED BT: RJA
<br />DATE: 12/10/03 SCALt's: N. T. S. G.:FLEX0026 SHT 1 OF 2
<br />IMPORTANT INFORMATION & GENERAL NOTES (coot.)
<br />ANCJtOR INCT I I ATION INCTR TI (cmt.)
<br />y8 WOOD
<br />SCREW INSTALLATION ANCHOR
<br />CHART
<br />fil WOOD SCREW
<br />INSTALLATION ANCHOR
<br />CINRT
<br />QUANTITY IN
<br />QUANTITY N
<br />QUANTITY IN
<br />QUANTITY N
<br />WAD & SILL
<br />EACH JAMB
<br />HEAD A, SILL
<br />EACH JAMB
<br />CALL
<br />WINDOW
<br />CALL
<br />WINDOW
<br />,43 WOOD SCREWS-
<br />SCEE
<br />SIZE
<br />SIZE
<br />SIZE
<br />UP TO 70 PSF
<br />UP IBM
<br />UP TO 70 PSF
<br />UP 15170
<br />14) SEE THE SHEET FOR OB WOOD SCREW INSTALLATION ANCHOR CHART.
<br />15) P WOOD SCREW MUST BE OF SUFTLIUIT LENGTH TO ACHIEVE MUM M EMBEDMENT
<br />OF 1- INTO THE TWO BY GOOD FRAMING.
<br />2024
<br />23 1/2 X 27 1/2
<br />2
<br />2
<br />12
<br />18 1/8 X 25
<br />2
<br />2
<br />2030
<br />23 T/Z X 35 1/2
<br />2
<br />2
<br />13
<br />18 1/8 X 37 3/8
<br />2
<br />3
<br />16) SPACING OF HOLD SCREWS SHALL BE
<br />20M
<br />23 1/2 X 43 1/2
<br />2
<br />3
<br />14
<br />1H 1/a X " 5/8
<br />2
<br />3
<br />0) r FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND
<br />ZD40
<br />23 1/2 X 47 t/2
<br />2
<br />3
<br />145
<br />18 1/8 X 55 1/4
<br />2
<br />3
<br />b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24 D.C.
<br />2044
<br />23 1/2 X 51 1/2
<br />2
<br />3
<br />15
<br />18 1/8 X 62
<br />2
<br />4
<br />SPACING N LEAD. SILL AND .IAMBS
<br />2050
<br />23 1/2 X 59 1/2
<br />2
<br />3
<br />16
<br />18 1/8 X 71
<br />2
<br />4
<br />206D
<br />23 1/2 X 71 1/2
<br />2
<br />4
<br />7
<br />18 1 8 X 83
<br />1
<br />4
<br />NAILS:
<br />2070
<br />23 1/2 X 83 1/2
<br />2
<br />4
<br />1H2
<br />1H3
<br />1HM
<br />25 1/2 X 25
<br />25 1/2 X 37 3/8
<br />25 1/2 X 49 5/8
<br />2
<br />2
<br />2
<br />2
<br />3
<br />3
<br />17) NAYS SHALL wFET Off FOLLOWINGEATER, REQIIIROET415:
<br />a) 0.113' DUAIE OR GREATER,
<br />2424
<br />243D
<br />27 1/2 X 27 1/2
<br />27 1/2 X 35 1/2
<br />2
<br />2
<br />2
<br />2
<br />2438
<br />27 1/2 X 43 1/2
<br />2
<br />3
<br />1H45
<br />25 1/2 X 55 1/4
<br />2
<br />3
<br />b) SUFEIENT LENGTH TO ACHIEVE Na MM EMBEDMENT OF 1 71W INTO THE
<br />2444
<br />27 1/2 X 47 1/2
<br />2
<br />3
<br />1HO
<br />25 1/2 X 62
<br />2
<br />4
<br />TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8'
<br />2450
<br />27 1/2 X 5T 1/2
<br />2
<br />3
<br />1HE
<br />25 i/2 X
<br />2
<br />4
<br />LENGTH OR GREATER SHALL MEET Rt9S REQUIREMENT),
<br />2460
<br />27 1/2 X 1/2
<br />2
<br />3
<br />iH7
<br />83
<br />25 i 2 X 83
<br />4
<br />HELICAL (SCiEW� OR ANMIAR (RING) SHANK STYLE ONLY, AND
<br />d)
<br />2470
<br />27 1/2 X 71 i/2
<br />2
<br />4
<br />MANUFACRIRER SMALL BE LISTED IN NATIONAL EVALUATION SERVICES,
<br />30 x 26
<br />28 X 25
<br />2
<br />2
<br />47
<br />27 1 2 X 83 1 2
<br />11
<br />4
<br />30 1/2 x 38 3/8
<br />2 x
<br />30 i/2 x 50 5/8
<br />2 X
<br />29 1/2 X 37 3/B
<br />29 1/1 X 49 5/8
<br />2
<br />2
<br />3
<br />3
<br />INC'S NATIONAL EVALUATION REPORT, NER-272
<br />IS) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TU)
<br />292A
<br />31 1/2 X 27 1/2
<br />2
<br />2
<br />2830
<br />31 1/2 X 35 1/2
<br />31 1/2 X 43 1/2
<br />2
<br />2
<br />3
<br />30 1/2 x 56 1/4
<br />29 1/2 X 55 1/4
<br />2
<br />3
<br />4
<br />THE FOLLOWING.
<br />�111 AND 85014L
<br />2838
<br />2840
<br />31 1/2 X 47 1/2
<br />2
<br />2
<br />3
<br />30 1/2 x 63
<br />30 1/2 x 72
<br />29 1/2 X 62
<br />29 1/2 X 71
<br />2
<br />2
<br />4
<br />b) DDURO--FAST DEFORMED SHANK NAIL 3M
<br />2844
<br />37 t/2 X 51 i/2
<br />2
<br />3
<br />30 1 2 x 84
<br />29 1 2 X B3
<br />2
<br />4
<br />19J SPACING /F NAILS SWW. BE
<br />) 6' EACH CORNER OF THE HEAD, SILL AND .IAMBS. AND
<br />3
<br />2850
<br />286Q
<br />31 1/2 X 59 1/2
<br />31 1/2 X 71 1/2
<br />2
<br />2
<br />3
<br />4
<br />EVENLY
<br />b) EVENLY SPACED BETWEEN GONER MANORS AND NOT
<br />7
<br />31 1/2 X B3 1/2
<br />4
<br />23
<br />24
<br />245
<br />36 XX37 3/8
<br />36 X 49 5/8
<br />36 X 55 1/4
<br />2
<br />2
<br />2
<br />3
<br />3
<br />NG FORtT
<br />AND SILL SPACING FOR THE JAMBS AND 10' OJG SPACING FOR THE FEAR
<br />3024
<br />35 1/2 X 27 1/2
<br />2
<br />2
<br />3OW
<br />35 1/2 X 35 1/2
<br />2
<br />2
<br />25
<br />36 X 62
<br />2
<br />4
<br />DESIGN PRESSURE RATING A FBC RED eucvcuTc
<br />3038
<br />35 1/Z X 43 1/2
<br />2
<br />3
<br />26
<br />36 X 71
<br />2
<br />3040
<br />35 1/2 X 47 1/2
<br />2
<br />3
<br />36 X 83
<br />4
<br />20) F EXACT WENDOIY SIZE E NOT LISTED N WOOL SCREW ANCHOR CHART, USE ANCHOR
<br />3044
<br />35 1/2 X 51 1/2
<br />2
<br />3
<br />42 x 26
<br />41 X 25
<br />3
<br />2
<br />QUANTITY LISTED FOR NEXT LARGER SIZE.
<br />30M
<br />35 1/2 X 59 1/2
<br />2
<br />3
<br />42 x 38 3/8
<br />41 X 37 3/8
<br />3
<br />3
<br />21) INSTALLATIONSNFICIED N THESE INSTRl1CTW5 ACCEPTABLE FOR DES"
<br />3060
<br />35 1/2 X 71 1/2
<br />2
<br />4
<br />42 x SO 5/8
<br />41 X 49 5/8
<br />3
<br />3
<br />PRESSURES TO 70 PSF FOR WNDOW SUES SHOWN N CHART WITH SPACOM SHOWN.
<br />3070
<br />35 1/2 X 83 1/2
<br />2
<br />4
<br />42 x 58 1/4
<br />42 x 63
<br />41 X 55 1/4
<br />41 X 82
<br />3
<br />3
<br />3
<br />4
<br />DESIGN PRESSURES (OP.) SHOWN ARE POSITIVE AND NEGATIVE.
<br />22)GLASS THICKNESS MAY VARY PER THE RE7 T5 OF ASTM E13DD CLASS
<br />3424
<br />39 1/2 X 27 1/2
<br />3
<br />2
<br />um
<br />39 1/2 X 35 1/2
<br />3
<br />2
<br />42 x 72
<br />41 X 71
<br />3
<br />4
<br />3439
<br />39 1/2 X 43 1/2
<br />3
<br />3
<br />42 x 64
<br />41 X
<br />4
<br />23) COMPLIES WIN CHAPTER 17 SECTIONS 17D7.4.4.1 FOR ANCIMING REQUIREMENTS AND
<br />3440
<br />39 1/2 X 47 1/2
<br />3
<br />3
<br />1707.4.4.3 FOR WOOD OR APPROVED HRAYNG MEMBERS MARCH 1,2002.
<br />48 x 26
<br />47 X 25
<br />1
<br />2
<br />34"
<br />39 1/2 X 51 1/2
<br />3
<br />3
<br />48 x 38 3/8
<br />47 X 37 3/8
<br />3
<br />3
<br />3450
<br />39 1/2 X 59 1/2
<br />3
<br />3
<br />48 x 50 5/8
<br />47 X 49 5/8
<br />3
<br />3
<br />480 3
<br />39 1/2 X 71 1/2
<br />3
<br />4
<br />48 X 56 1/4
<br />47 X 55 1/4
<br />3
<br />3
<br />3470
<br />39 1/2 X 83 1/2
<br />3
<br />4
<br />48 x 63
<br />48 x 72
<br />47 X 62
<br />47 X 71
<br />3
<br />3
<br />4
<br />4
<br />U24
<br />43 1/2 X 27 i/2
<br />3
<br />2
<br />3am
<br />43 1/2 X 35 i/2
<br />3
<br />2
<br />48 x 84
<br />47 X 83
<br />3
<br />4
<br />32
<br />52 1/3 X 25
<br />3
<br />2
<br />383E
<br />43 1/2 X 43 1/2
<br />3
<br />3
<br />3840
<br />43 1/2 X 47 1/2
<br />3
<br />3
<br />33
<br />52 1/8 X 37 3/8
<br />3
<br />3
<br />3844
<br />43 1/2 X 51 1/2
<br />3
<br />3
<br />34
<br />52 1/a X 49 5/8
<br />3
<br />3
<br />3850
<br />43 1/2 X 59 1/2
<br />3
<br />3
<br />345
<br />52 1/8 X 55 1/4
<br />3
<br />3
<br />3m
<br />43 1/2 X 71 1/2
<br />3
<br />4
<br />35
<br />52 1/8 X 62
<br />3
<br />4
<br />0
<br />43 112 X 83 1/2
<br />3
<br />4
<br />36
<br />52 1/8 X 71
<br />52 1/6 X B3
<br />3
<br />3
<br />4
<br />4
<br />4024
<br />3
<br />2
<br />4030
<br />47 1/2 X 35 1/2
<br />3
<br />2
<br />• 37 SIZE NOT
<br />A6LE IN 1000 OR
<br />VNU
<br />1500 SERIES
<br />4838
<br />47 1/2 X 43 1/2
<br />3
<br />3
<br />4010
<br />47 1/2 X 47 1/2
<br />3
<br />3
<br />�
<br />47 1/2 X 51 1/2
<br />47 t/2 X 59 1/2
<br />3
<br />3
<br />3
<br />3
<br />MM
<br />IIiT�RTI
<br />FLORIDA EXTRUDERS 254DNAIErrDNAS'rrL, LATHINCE
<br />400
<br />7
<br />47 1/2 X 71 1/2
<br />47 1/2 X 83 i/2
<br />3
<br />4
<br />A
<br />COMFICATE of AtTMDF4Z TON 1M S FLO
<br />B
<br />C
<br />T=. INSTALLATION DETAIL W/e8 SCREWS OR NAILS
<br />SINGLE HUNG FIN WINDOW - SERIES 1000,1500, & 20M
<br />DRAWN BY: BB I APPROVED BY: RJA
<br />DAN:12/10/03 SCAIE:NTS IDID26 SHT 2 ff 2
<br />11aBERSH1NOLES ti! rr
<br />;EM
<br />1Uj
<br />SOLE 1lvo
<br />R OT1/a§EAQkE1lW11IERL1l E0
<br />SH1N0L6'
<br />ApPr 1c:aT10N INSTRUCTIONS
<br />a•{ms■Itt•e•f�rWart
<br />Timberline* Series shingles soma
<br />�__ ar p'4uget
<br />- 14 !$Let(
<br />in either 36" (914mm) or 3a-tilts"
<br />(938mm) langths. depending on
<br />shingle brand. AppHoagonlnstruo-
<br />{"--+t i•++a•(36001
<br />1t•TlrpalelWllt
<br />�"iaurplammF
<br />tta■at'+.ra•laealat-•(
<br />_,
<br />I"—fe'pn1-
<br />s ,,„i.+.1rt lsamml tissm4•r1a•{sl
<br />lions apply to both.
<br />it
<br />04DIf
<br />-�}I tThose
<br />shingles must be nalied &4u
<br />(stameepaWnominal
<br />5.5/8' (143mm) from bottom
<br />ell
<br />agu*
<br />of shingles, as shown, to allow for
<br />sell Invougn
<br />tNnlMrer.
<br />penatradon through Die double ply
<br />area iUSt above the tabs. Nab should
<br />rams unexposed.
<br />sWLOW Name ?An--'G Rn4PP �411 MdGold*
<br />wwltpa■a
<br />GENERAL lots 7 HUE; I IUNO _
<br />ROOF DECKS. For use on new or reroofing work over well -seasoned, supported woad deck,alikhOW4 before sealing or ere not exposed to adequate surface temperatures, or tf the salt sealant gets
<br />lightly-constructed
<br />ighticallscy-con t smooth surface. �Ptm�S' (162 ) wide hmmenmdretd b having 4 e quBte Engineered Wood ndpaw�tye oqf se shingles
<br />seall �y never
<br />t s amend failure
<br />s � a me a el under ud ea• To insu f�iate seam
<br />Assn. fs ace fable. P nts as nored lrcbw Shims in installations tassteircd rf(recdy w 6tsgull r f3 mrr►f In 5om eachd spa argiitdil ?5mm) up [nm '1 •( )mwt ba
<br />greaterU u y3/8' fkmt
<br />or insulated deck unless authorized in writing by GAF Materials Corporation. Roof decks and `yam the xc adhesive can cause blistering of the shingle. in
<br />exisdrr�� surfadngg material must be dry Odor to leppkcation of shi W n9d.
<br />• UNOEALAYMEN7: Undettaynwrtt ell shun Les has mai bendtLS indudhng prev For As m wind resbtenci atop rakes, cement ahNgtes to underiayment one each of the other
<br />sii+gies
<br />gg pia c ref centertt
<br />wind driven rain Gam reaching the Interior of thahugdng ondypreventlin sap )n some woo a 4• (t4zmm) wtthh of asahah
<br />e[el ngg�m yeactitinngoal hh asphalt Dshine ggent fU ded�aymblre��ramri�sld�sawr hq�rreedd buyad�erlaym�adtt is m NOTE: thegbu�ndle. s� DuttYtroval kd(fr�f � �uypa� a ��� 8 �
<br />De Installed, 8bmidoer-typeu�ed8yrflatNsttctJasG umm-StUngle•Mate�utafataylhe%fW%. •CANADiANCOWWEAar tICATMNS CSlI1z3S-M9Dtrrandatesthat sbtn-
<br />bleUdtt•a
<br />led between er 1 and a 3D stteg be ndttered with a compel
<br />ommended. Undettapment must be installed Rat Widout wrhlk is, 9kseeslpNipef S
<br />• F ended. RSe Use of nails !s rttcarrifflasded. (Staple specifications and application
<br />mUon ot'thai Wind adhesive.
<br />for GAF sends Caporattotf+r mwnanendetfnns for the
<br />instructions are available from GAF Materials Cacporadon' Cc services afR R a MANSARD AND STEEP SLOPE APPLICATIONS' for roof slopes greeter than 21'
<br />Alps Road• Waym NJ 07470.) Use only zinc coated steel or al omm) t. 116' gauge, � 4 starter sited d of sh lab edhe
<br />barbed dl•hxsned ce smooth shard(roding rmlis with heads 318' (10rrtm) W 7/t5' (t2iran) hand snr1dm) prat toot Ills NOT use on Verdian side wy 4 shingle zad d mu he�eretha b ad by
<br />in ditiereter Fastettets should be { 14 penetrate at least VV (19ma n) into wood hated sent After tastettirtg the shingle let place, apply q aM �mdu adhesive.
<br />decks or just through the plywood a F"asterters must be driven flush V the surface ,live POSUR 6' 0227rRimm) sm above. fine shkrgk roast Ca pressed Rudy
<br />ofthesf .offdrivingiAdamagetlTest1111gle Raisedfastenersvvatintltrfem+xltitdoe•THROUaHVENTILATfON:ANrodstnMfasmustbe rovidedwith thrrwghvendlaDento
<br />Mauirrt�g d� shin es. for normal htsiallmlo l tour favAa ers rtutst be iced pertell t txnraprttem of moisture ladlsr air hehiod roof sheattdng. Yentliadar provhit>fns must at
<br />a naminal 5-5/8' (�13tttm) up from the bottom d rite shingle. [o pen , boat p codeeke and cave edges on
<br />the shirx�e. fasteners must be itTscdllsd apprwdmaAely T- t 1/2 (25.38mm) and NONCORHD WQ IETALDRWQF ia� �s
<br />T 1-t/Z.1Z-t!2• t�z-3ttkron) from earn side cape ywoad decks.
<br />• WIN6 RESISTANT: These sblngks have a ial tfiermal senlem that fimdy bonds ks all
<br />ASPt1AL7 tR�STIC CF.FAENT: Far use as shingle tab Sdhesive I1Mtst r:ortform to ASTM
<br />shinggLas� ropother titer npptication Iwhen exp�ell to sm and wam teanpelnRres. Shtigs D46f16 T I or IL
<br />instaaed h EeD or YfanL^r may not sell runt Ire of 5ow&g Spdrq• I(shfn9les arc dntneged by Type
<br />Underla anh Low Slope 2R2"4112 1� 67ipm•33333rr �ml�n
<br />Underleymsnt: Standard Slope-4f12 (333mMm) or more "j$ Appiiwfion of Wdedaymem and eaves noshing: Gv y
<br />ppppP,ticndan d un6d Coverdeekwidt me lever of under yment Installed Without b d underla ant as shownn. Use crdy enough na to held undaieymeof Tn place
<br />vidrides use only en h ndis ro toTd underia)mett to ce un wvered ity shingle S. y y[s pecs e ' ward• t edt
<br />Appplication at Dave BashiLrlo�� nstall cave Bashing such W Materials radon Weather Ludt covered by shingles. Use bind ralGn for nave Ilashia At eaves and whale Ice dens can
<br />Yvaich'•or StormCNuard• Le 8amkr In lomlbies whew leafs may he cattsed�weia ebsaakr. 8a one7rawaye I ohm W g by yg' 00mra: and axle `�BtDn, )
<br />behind fbt�� �� � flashing woo tivadtaeg the too[ woo by (igmm) sea d The inside Tine. When lee darns or debils dams are not erp�, pY
<br />as of
<br />up extend 'k.Mate• undertayment
<br />4 tloa»Wtt)�y 0eok . LDW MIWO
<br />12• (905TtMti Wa6atarWaicM pp•• W/ertatWardl' .
<br />µtntmLmSlDpa. t upW (almmto 19ZnIN i2mis. Lett} or�
<br />Forro>"Ydopee,ewBNTnt 1 ,t �, (,�
<br />3
<br />Wlfda eeAN Ml/mtenMy�14R,D) �1. te�sidaLep UiLMILrmnnl'aMpri-1-611
<br />AS i
<br />Cello rlT6ct o2RWt+)End tap liana drip IoovlgaeM
<br />Nita rely, Alan Atm9 wws pu uwtrlsemlTt W r OOTmaI Rod o+eglH■Ne EsWaa ONyH Ides
<br />d m'dg$On on mp d maw dnp edaP�
<br />ie
<br />Starter Course 3 SFtartrst andCconiourskwa Wvbh tug shingles laid gush wkh the stater course. Shingles maybe
<br />Apply as shown. laid from left to right or right to left. 00 NOT lay shingles straight up tin! root since this
<br />swat elgot eam and piocedtre can cause an himmict color blend ca the roof and may damage the shingles.
<br />lay in1g, deldsDM /a ugat»armsWL
<br />For "XU.VM wDtd nNNaws
<br />ateWa rakes, com"t 11114111,11
<br />to YOdt(Mrr ItAl and 11d1 r
<br />Dike( IP a 4• (tdamM) "MIN
<br />a! aephae Faille goal 6101111L
<br />hart NLt5TT
<br />ev l, YYegg elLM uK! Naafi
<br />to preNloa drip Mat
<br />TAD0lave Quit g"ti walla
<br />aassI ''a a -to i'jtomm wN
<br />loando) Na■ earn
<br />G•ikA■
<br />rFu tolru
<br />HmAf4a etNAlt 1N1hrIIdW Whklelt tL,a,d att uoart
<br />onr rrlt•d naeldett ■ MWItt• � use
<br />4 ' Second Course Third Course
<br />Start and corAlmle second course as shovm. Trim W (162alm) from the end of de v r ((27% ham the first sldrtgle in the course than co(tfliDe with fug shingles
<br />shF i3 M This
<br />fi�ddes h the second and St� fry t esss
<br />Of the wide Across *1
<br />ootJts Ttds resdts7R a 5' (i 2aboA a7vrrewriyV nxpostxe. ng
<br />eaves. the Md. Strike NOOTE. lamayybe i� from eNisef ti oaxses W dtedc parallel aignrne+It waft rnld
<br />left or rift hand da. Start nt dDterrake COMM"
<br />. '4991MENNE1111-
<br />e�e�ivh �stdrsg� having W (152mm) ,
<br />co"" ('1atl:C fId
<br />FrdnhNpte
<br />Ida afidMa • •-' 7dtterd9■lpin
<br />e• nsx«u
<br />Fourth Course and Remaining Courses lilp and Ridge
<br />Tfbn 17" (432 lists) from Rust shingle In tfie oml % thari eattaiut with fullshlogks across For single layer xsA6catbn, use hip and d a shingles and app� as shaft to enhance
<br />the roof. Flith and subsequent courses repeat6dl shingle Instructions from Step 3. appearance, ttse GAf TIVARrW or a Ilya appli auan Universal00 i tNige.
<br />(One Runde of TIMBERiE1t" Hip a (ddge cwus 2D Bnaai "I tnr8e j For doM applarlIA
<br />FA C qa01111116 am ddduness. triple
<br />n some, m of pnitar as ssngk opal �plic6tiM sf� a -A �f away �indior �p�
<br />wind direction.
<br />THId ooLlns
<br />•F9Lem r.OAt, e•taoxat 0a4poN» .
<br />goERTW
<br />OtherQofRRiege Kq&F ge
<br />k� seesaw corm. Noel
<br />mom
<br />e.p�ONNd Ntt a•ar0'iNasllj ;
<br />1 P"k-odo
<br />T&ww at"n
<br />Wall Flashing (Sloped Roof to Vertical Wal; 9 Chimney Flashing
<br />6MaNWta •"e:..i,r"t"'�nD (x�Ni+ded
<br />t 10 Vail" Construmlotr-Closed Cut
<br />i ErtI�4�1p
<br />'O" WUZI 6 YeYr (i l/e a W. e� LfwtrWNh µ
<br />' p . - . - ..„•�.. - ' - teN`M_ t r nuwr""Fj d�oLa LLrr
<br />I
<br />"w�L$vs. r'►j�tr�+'►j'��tr1(Ir
<br />�a��..tl►�a! ►���iEw.i�.�i ar
<br />e�}t Valley Conshvctlon-•'Opett
<br />i nr+:-r• �
<br />ldgr■bwasl
<br />.rear
<br />C/N'vaY tNMNU
<br />"'"s�'4•
<br />1■raHIIW■Yaw
<br />'
<br />aura elegLe Y
<br />•ra�e,m
<br />p1enlYrgq
<br />Tatgwrrr'uw
<br />I
<br />�j■"tew"4�ia■taWt1
<br />_
<br />Precautionary Notes R"Gotingg
<br />Tcmbelfloe' Sales Shia ; are filbeiglass, self-sealing asphalt siirrgies. Because of the noturd ttotdas a@shtngiesaretoremeinisptax,naYdmvgorauawayofloose. curled orlifhd shia-
<br />ebaratteristicsofthehiahqug6tywaterproatilttgmaendused.theseshingleswigbestgt6tcold gglen; vikhnew;and tbdota�p ngtluetxwroDfirog.siaeapthesAxfaeedaenofailoose
<br />weather and flexible13-olweatdhJer. debrle.S'mcem i�maysinesJrtargtrthenew bbres0slelhe gsfirrgles
<br />1. Stlndlas shmdd not be c%ped en edgy its shorrkt attempt be made to separate shingles by Provide a su ace, F era mustlre slt�dent �bn this W deck s bstst
<br />'hreekhtg' over ridge a ootthhor bundles• 3f4' (1Bnen or jmt thrauptR p�d FoOow offer rim via star t�rr
<br />2. Handle rarehlgy. Seingles can easgy be broken )n will Wttauta or their edges damaged In hot More: es can be Drat wood stt6tgles adnen Ixecantilans have bran taken to provlrk
<br />an amp a snaoth suitmel this lnoktdes tutdrig bsdt rid shingles a eaves and rakes and
<br />9. Abel xxposed materkls must be of Bass A type histatCng neww sui as needed. Melee utface smooth cad use beveled wood sirs
<br />4. Stooge should helm a covered, veraFde saae maxlmrm temperature 110•F (431C,) Store a necessary. IrrslM �eLc to maknain ass Aretiagl.
<br />on Ant suffice and I,se weight equethsbn boards Y pollets are to be double Sullied. This duet Is sold Wirt an express LNITED tkApRANrY astY A of the LNMD WARnu(tY SCM2 ro
<br />6. �les must be protected from weather when ored it IM site, Do not store near $team fro as
<br />s, radisars, etc, o b sunggtN Ag roBed pro uct must oe stored m ends. ta+asandresmrafasls m theprsdref araay homnraiwaWuerdeWk proaLcf a
<br />ghs are m)>t npp.&,.,d,.�d,turing PROL0tsC1ED tOLD periods or In areas where *home � e Ms CorporsNr' Iw7►=Trace I + des" 00 be its maporShtdtll d
<br />duster sand can 6c ISttlICIIO before sedirsg ows, rite shingles MUST be hand sealed. a100r Materiels ea J ENGUSHIZ12M
<br />SIA 1All, RPticegg, m ni Tam'+ I
<br />FLORIC)A AFFROVAL Cggg,0E7o>F-5
<br />(ALPHABETICAL BY MANUFACTURER)
<br />APP SEQ MANUF. CATEGORY SUBCATEGORY APPROVAL STATUS
<br />FL1204, FL1267
<br />FL1546
<br />AMERICAN CRAFTSMAN
<br />WINDOWS
<br />SINGLE -HUNG
<br />APPROVED
<br />FL158
<br />CAST-CRETE (FECP CORP.)
<br />STRUCT. COMPONENTS
<br />OTHER
<br />APPROVED
<br />FL542 FL549
<br />FL1794
<br />CLOPAY BLDG. PRODUCTS
<br />EXT. DOORS
<br />SECTIONAL
<br />APPROVED
<br />FL42
<br />FLORIDA EXTRUDERS, INC.
<br />WINDOWS
<br />SINGLE -HUNG
<br />APPROVED
<br />FL183
<br />GAF MATERIALS CORP_
<br />ROOFING
<br />SHINGLES
<br />APPROVED
<br />FL395 FL394 FL392
<br />JACOBSON WINDOW CO. INC_
<br />WINDOWS
<br />SINGLE -HUNG
<br />APPROVED
<br />FL539 FL498
<br />FL935
<br />JELD-WEN
<br />EXT. DOORS
<br />SWINGING
<br />APPROVED
<br />FL3128 FL204 FL219
<br />NORANDEX/SIMONTON WINDOWS
<br />WINDOWS
<br />SINGLE -HUNG
<br />APPROVED
<br />FL181 FL184 FL109
<br />NORANDEX/SIMONTON WINDOWS
<br />EXT. DOORS
<br />SWINGING
<br />APPROVED
<br />FL1418
<br />QUALITY PRE -CAST
<br />STRUCT. COMPONENTS
<br />OTHER
<br />APPROVED
<br />FL538 FL1218, FL474
<br />FL402, FL503, FL1423
<br />FL1463, FL1901, FL1725
<br />SIMPSON STRONG -TIE CO.
<br />STRUCT. COMPONENTS
<br />CONNECTOR ANCHORS
<br />APPROVED
<br />FL1170
<br />THERMA-TRU CORP.
<br />EXT. DOORS
<br />SWINGING
<br />APPROVED
<br />gip B gyp- ®® 37.5 MAX. 105.5' AMC. OVERALL FRAME WIDTH
<br />a T aERY�1/9 a RCS OVERALL WIDT36.625' MAX.
<br />H
<br />" PANEL WIDTH 15.5" MAX. W
<br />'CIAMCWr#A atia4N8MUAMOOLKEItIkNUff PANEL WIDTH r W/ASTRAGAL ') FRAME WIDTH
<br />8a>BJr�a�LSArED DOONWrrNWDWR&NM 0;
<br />^ 13,9375' MAX. WIDTH A O 00
<br />1
<br />r r r r r r I -Si WIDTH LIP LITE
<br />7.125' MAX. D.L.O. O
<br />'x r 211X/8" ° r r 7.0 MAX. D.L.O.
<br />MAX. • $ WIDTH INTEGRAL iJrE :�
<br />D.L.O. D.LO. 6 (TYP FOR ¢ O
<br />r ') o x x(') r iA BOTH SIDELM)
<br />4,6a
<br />X 1
<br />r
<br />i
<br />(SMC) skin 0.105" min. It
<br />�t� $�e�Q 07 mrn. k vir yid n �y(m 6
<br />'iaC Poryunitlta,n�s.^giver (xud, with Qdeha b
<br />skin
<br />M.Pmu?.
<br />0 IIq %Itdrk(r euYiryymis rabd e lmm
<br />atBDdaFbay BASF[ems LraV lee m� = > 4
<br />a de b a�pp�aU n %�Dddk fAMd ewRh an a aYarHinarL
<br />qei of eosD fir °bTso
<br />y rrartle conatrMaaed rTarn lkper
<br />�''Ly,� ride x 1.17�ihldr. Twougs /h�'e]ryAy�headr k j.Ro�Fa,9l.•eLd�,,,to Ade
<br />al ' [O side. •m MP
<br />� ,/" anon x L n+i on We tit
<br />SUL Theell; is
<br />Iowa
<br />salt arm Ie 275 tilde x 50.i9• high edcured
<br />x 1. Pon Tfeod Sagas. Ths fnxHte ae sealed rDl siTicans
<br />ohs (Dot 79) to parr ad 1b The aldee
<br />110-21t SW Up Lae Wah de yW sfrarrgal Fy(minr 4200 Per & IW Lo
<br />sel8E 8re �{eW Fy(min.)• 4,674 psi- 0A rim Is 9.85" wide x WLW'
<br />sxasd r 16) �) ' fts PhI� � �SaMisrs. The from as �
<br />Me om
<br />III
<br />elm ell to wrdait@ face elr�eb him gi a+mpa=sd 7115)•
<br />OF CONTENTS
<br />DESCRIPTION.
<br />SWGLE atSerNG Ubaf DOUBLE W/SIDEUTES INSWING UNIT
<br />OPTION N W/ SURFACE BOLTS
<br />SEE DETAIL A" SHT.3
<br />74.5" MAX. OVERALL FRAME WIDTH tr8.5" MAX. OVERALL WIDTH
<br />36.625' MAX. iRE Sll! JWIS
<br />PANEL WIDTH ARE
<br />L211/8"
<br />W ASTRAGAL D FROM NAERIOR O.LO. t N I �`
<br />r r
<br />21-i18'
<br />MAX
<br />D.L.O. "
<br />(TYPJ
<br />r
<br />r
<br />LUST
<br />OPTION H W/ SURFACE BOLTS
<br />sFF ncreu e• curs
<br />DESIGN PRESSURE RATING
<br />WHERE WATER INFILTRATION
<br />OPTION I
<br />W OUi SURFACE BOLTS
<br />+47.0 PSF -47.0 PSF
<br />II
<br />WITH SURACEOPnON
<br />WO� -1. AI�TRAGA[
<br />+70.0 PSF -70.0 PSF
<br />/- SEE DETAIL 'F"
<br />L 1 6"
<br />T� 13
<br />v) TYR
<br />N _
<br />" 0 O
<br />N o U 13
<br />1_ v a TYR
<br />SEE DETAIL
<br />^ to "G' SHT. 5
<br />N SEE DETAIL/ SEE DETAIL
<br />N "E" SHT. 5 "H" SHT. 5
<br />6---I
<br />I I-6.3"
<br />"
<br />i3 i- I
<br />SEE NOTE
<br />TYP. = 3 SHE 4
<br />SEE DETAIL
<br />'F' SHT. 5 -
<br />n
<br />M
<br />M
<br />i
<br />13 - I
<br />TYP. in
<br />SEE DETAIL
<br />SEE NOTE "G" SHT. 5
<br />/ 4 SHT. 4
<br />3.
<br />6-
<br />"."-SEE SEE DETAIL "H'
<br />DOUBLE DOOR
<br />- _E NOTE
<br />SHT. 4
<br />N� M
<br />■ � rr r
<br />15.5' MAX.
<br />FRAME WIDTH
<br />13.9375" MAX. WIDTH
<br />7.125" MAX. D:LO.
<br />WIDTH LIP LITE
<br />7.0' MAX. D.L.O.
<br />WIDTH WTEGRAL . LITE
<br />(M• . FOR
<br />BOTH 51Dt7 M)
<br />SEE DETAIL
<br />"E" SHT. 5
<br />TYP.
<br />3" 51
<br />TYP.
<br />SINGLE DOOR W/SIDELITES
<br />513.1559.111167
<br />g 11 07 01
<br />as N.T.S.
<br />L sit WLN
<br />r. aYt RW
<br />Isere Mo.:
<br />S-2178
<br />ET OF
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<br />a0 DO
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<br />l=000
<br />w 00 az.
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<br />^ In
<br />? .y
<br />"M"
<br />_� P—T
<br />SEE NOTE
<br />4 SHT. 4
<br />813.839,9197
<br />11 7 O1
<br />N.r..s.
<br />T sr WLN
<br />c W; RW
<br />WIND NO.:
<br />S-2178
<br />
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