|
<br />.--------
<br />
<br />....
<br />
<br />WINDOW
<br />HEIGlrT
<br />
<br />DOOf~ AND WINDOW SCI.IEDULES
<br />FOI~ WOOD r=RAME CONSTI~UCTION
<br />
<br />ENGINEER'S NOTES:
<br />
<br />ALL WORK IS TO DE COMPLETED IN ACCORDANCE WITU
<br />TtfE FlOHIDA BUILDING CODe '
<br />
<br />THE BASIC DESIGN WIND SPEED &:II 110 MPII (3 SECOND GUST)
<br />THE IMPORTANCE FACTOR:s 1.0 (RESIDENTIAL)
<br />THE EXPOSURE CATEGORY &:II B I
<br />THE INfERNAL PRESSURE COEFFICIENT &:II +/- 0.1B
<br />THE DESIGN WIND PHESSURE MWRFS IS 20 /.24 PSF
<br />TltE DESIGN WIND PRESSUrtE COMPONENTS AND CLADDING &:II 26/-33
<br />NOTE: TltE MANUFACTURER OF THE WINDOWS AND DOORS ARE
<br />TO CERTIFY THEIR ABILITY TO WITHSTAND THE SPECIFIED
<br />DESIGN WIND PRESSURE ReSULTING FROM THE 110 MPti
<br />WIND SPEED AND SUPPLY THE CONTRACTOR WITH INSTALLATION
<br />SPECIFICATIONS. ALL WINDOWS AND DOORS ARE TO BE
<br />INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
<br />
<br />WOOD FRAME CONSTRUCTION I DBL AND SI~JGLE DOOR INSTALLATION
<br />
<br />DBl TOP PLATES
<br />
<br /> DSl 2X HEAUER
<br /> ~6" I I 6" I
<br /> IN. MIN.
<br />- - -
<br />6" -, 1 6"
<br />MIN. I MIN.
<br />- ~ -- -.. -
<br /> ~ I
<br /> ,
<br /> .
<br /> - -.
<br />I
<br />DOOR DOOR ,
<br />JACKS II) JACI{S
<br /> LlJ
<br /> - U -.
<br /> ~
<br /> n.
<br /> II)
<br /> ;/,
<br /> :J EXTERIOR WALL
<br /> - (,1 16' OC
<br /> UJ -.
<br /> ill I
<br /> -
<br /> I
<br /> - -.
<br />- - -. -
<br />6" 6" PT SOLE PLATE
<br />MIN MIN.
<br />
<br />WOOD FRAME CONSTRUCTION I WINDOW INSTAllATION
<br />
<br />IIEAD
<br />
<br />o
<br />
<br />J
<br />A
<br />M
<br />B
<br />
<br />
<br />6"
<br />
<br />J
<br />A
<br />M
<br />B
<br />
<br />EQUALLY
<br />SPACE
<br />ANCtlORS
<br />
<br />1) #B INSTALLATION ANCHORS MUST BE OF SUFFICIENT l nf.
<br />, TO ACHIEVE Mitt EMBEDMENT OF 1" INTO FRAMING MEMBERS
<br />2) THE FASTENING SCHEDULE OF
<br />, (3) / #8 FASTENERS IN THE HEAD
<br />(3) / #8 FASTENERS IN THE SILL
<br />(5) / #8 FASTENERS IN EACti JAMB
<br />I FOR ALL WINDOW SIZES UP TO 51 7/B" X 95" ( 34.22SF )
<br />I WITU A DE51GN PRESSURE OF 70PSF
<br />
<br />3) I CAULK BEHIND WINDOW FIN AT IIEAD AND JAMBS WITH DUO-SIL
<br />ADHESIVE CAULK OR APPROVED EQUAL. USE LATEX CAULK
<br />OR EQUAL FOR THE PERIMETER SEAL.
<br />
<br />STUDS
<br />
<br />24" o{
<br />MAX I)
<br />
<br />SILL
<br />
<br />MIN.
<br />
<br />16"1 -1-
<br />-1 MIN.r-
<br />
<br />SINGLE DOOR
<br />
<br />4) FACTORY PUNCHED HOLES IN FIN JAMBS
<br />DO NO r nEQUIRE INSTALLATION SCREWS
<br />TlfE INSTALLATION ANCHORS SPECIFIED
<br />i ARE THE ONLY REQUIHED FASTENERS.
<br />: (TliRU FIN AS SHOWN)
<br />I
<br />
<br />THIS INFORMATION WAS OBTAINED THROUGH KINCO, LTD. OF 5245 OLD KINGS ROAD JACKSONVILLE FLORIDA 32254
<br />FROM ENGINEERING PROVIDED FOR THE INSTALLATION OF THEIR PRODUCT. IF OTHER THAN KINCO WINDOWS ARE
<br />INSTALLED THE CONTRACTOR WILL NEED TO OBTAIN THE PROPER INSTALLATION ENGINEERING FROM THE MANUF. OF CHOICE.
<br />ENGINEERING FOR THE WINDOWS AND DOORS OF CHOICE MUST BE ON THE JOBSITE AT TIME OF INSTALLATION TO INSURE THAT
<br />TtIE PRODUCTS ARE INSTALLED AS PER THE MANUFACTURER.
<br />
<br />SINGLE I~IUNG WINDOW SIZES
<br />
<br />DSL TOP PLATES
<br />
<br /> ,
<br />CODE SIZE WINDOW SIZE I M.O.
<br /> WIDTH X liEIGIH'
<br />SH 12 191/8X26 19314 X 26
<br />SH 13 191/8 X 383/8 19314 X 38 3/8
<br />SH 14 19 1/8 X 505/8 19 3f4 X 50 5/8
<br />SU15 191/8X63 19 3/4 X 63
<br />SH 16 191/BX16 193/4X76
<br />SH 3312 26112 X 26 211/8 X 26
<br />Sit 33/2 26 1/2 X 38 3/8 27 1/8 X 38 3/8
<br />SH 34/2 26 1/2 X 50 5/8 27 1/8 X 50 5/8
<br />SU 35/2 26112 X 63 211/B X 6J
<br />Sit 3012 26 112 X 76 211/8 X 76
<br />SH 22 31 X 26 37 5/B X 26
<br />Sit 23 31 X 38 3/8 31 5/8 X 38 3/8
<br />Sit 24 31 X 50 5/8 31 5/B X 505/8
<br />Sit #2WE 31 X 51 3/4 37 5/8 X 51 3/4
<br />Sit 25 31 X 63 315/8X63
<br />SH 26 31 X 70 37 5/8 X 76
<br />SH 32 53 1/8 X 26 53 3/4 X 26
<br />SH 33 53 1/8 X 38 3/8 53 3/4 X 38 3/B
<br />SU 34 53 1/B X 50 5/8 53 3/4 X 50 5/8
<br />Sti #3WE 53 1/8 X 57 3/4 53 3/4 X 51 3/4
<br />Sti 35 53 1/8 X 63 53 3/4 X 63
<br />S" 36 53 1/8 X 76 53 3/4 X 76
<br />TilE WItWOWS SPECIFIED ON THIS PLAN ARE BASED OF THE SIZES IN HilS
<br />CHART .IT IS TIlE BUILDERS RESPONSIBILITY TO VERIFY TIfAT litE SIZES
<br />OF litE Wlt'WOWS OF CHOICE ARE TIlE SAME OR ALLOWANCES MADE
<br />WHEN FRAMING IN HiE ROUGIt OPENINGS.
<br />
<br /> ---
<br /> DBL2X HEADER
<br /> 18" I ~
<br /> Mill.
<br /> - pm. . -
<br /> .--, - t " r-rf t f
<br /> 8" U" U" a"
<br /> Milt MAX. )" )" )- )- MAX. MIN.
<br /> - r- -r- -. -
<br /> - -.
<br /> ,
<br /> U) , I
<br />IORWI t\1 L STUDS LlJ
<br />16' D; - u -.
<br />~
<br /> n.
<br /> en
<br /> ;J.
<br /> :J
<br /> :- 0
<br /> w -.
<br /> -
<br /> III
<br /> -
<br /> ,
<br /> ,
<br /> - -.
<br /> ,
<br /> - +-- --0 -
<br /> 8" 8" I
<br /> MIN. Mitt I
<br /> -
<br />
<br />EXTER
<br />
<br />DOUBLE DOORS
<br />
<br />PT SOLE PLA1E
<br />
<br />ALL WORK SHALL COMPLY WITH PREVAILING CODES
<br />STANDARD BUILDING, PLUMBING, MECHANICAL,
<br />NEC. AND ALUMINUM.
<br />
<br />ALL 01= THE PRODUCTS SPECIFIED ON THIS
<br />DRAWING OR ANY OTHER PAGE IN TUIS PLAN
<br />MAY BE REPLACED WITH THOSE OF GREATER
<br />OR EQUAL VALUES.
<br />
<br />THERMA.TRU IN-SWING / OUTrSWIUG DOOR WOOD FRAME SYS1EM
<br />
<br />DRAWN BY R SHANLEY
<br />9 I 9 I 02
<br />
<br />ALL THE INFORMATION ON TI-US PAGE IS INTENDED TO BE CORRECT BUT MISTAI<ES CAN BE MADE AND IT IS TtlE HESPONSIBILlTY OF THE
<br />
<br />D.W. SMITH ENGINEERING · FLORIDA # 53608
<br />MECHANICAL & ARCHITECTURAL ENGINEERING
<br />9909 WALlASTON DRIVE DADE CITY ,FLA. 33525
<br />352.521..0865 OFFICE 352.521-0867 FAX.
<br />
<br />I HEREBY CERIIFY THAT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH THE
<br />FLORIDA au LDI jG CODE 2001 FOr{ 110 MPH (3 SECOND GUST) WIND ZONE.
<br />
<br />CONTRACTOR TO VERIFY ALL INFOHMATION PRIOR TO CONSTRUCTION. WE WILL BE AVAilABLE TO HELP RESOLVE ANY PROBLEMS.
<br />
<br />. ..,...... ". .- ~,,~,.,.~,<<~~. ,.,......, -""'-"-',c -p.' .f......,.1'.,Y:J~-~~ ~~~li":'~,t-j;.,.A~~...."_'1t,,.#1o':w'!....-~,'t'-.~ l'.,f; !.""V ':~"'f"' -"~-"-;.";9A"',-"''''_~'''',,','''j "::'o"in-"'>--"~"" . ",. .Aft......~.*-,~. ,l\;.".",', '""'''-''',,', '~..,N:'."'\',.....
<br />
<br />DBL TOP PLATES
<br />
<br /> 8" 8" DBL 2X HEADER
<br /> t.ilti. MIN.
<br /> 3- I 3"\3" 3"13" ~
<br />- MIN. -
<br />6" -If f- it 1 6"
<br />MIN. MIN.
<br /> - - - - -. -
<br /> ~
<br /> t- - -.
<br />DOOR II) DOOR
<br />JACKS w JACKS
<br /> t- i-- U -.
<br /> ~
<br /> n.
<br /> II)
<br /> ;/.
<br /> ::> EXTERI
<br /> 0
<br /> f-- - lU -.
<br /> .-
<br /> III
<br /> -
<br /> i-- I.- -+
<br />- i-- - -. -
<br />6rt 6rt PT SOL
<br />MIN. MIN.
<br />
<br />SINGLE DOOR OR DBL DOOR
<br />W I SIDELIG~IT
<br />
<br />SINGLE DOOR
<br />
<br />DESIGN PRESSURE RATING
<br />POS G7.0PSF NEG. 67.0 PSF
<br />
<br />SINGLE WIHt SIDELlGIITS POS. 60.0 PSF NEG 60.0PSF
<br />DOUBLE W / WO SIDELIGHTS POS 47.0 PSF NEG. 47.0 PSF
<br />
<br />USE A #8/21/2" PHILLIPS HEAD WOOD SCREW
<br />AT ALL ARROW LOCATIONS
<br />
<br />PAGE 6 ]
<br />
<br />OR WALL STUDS
<br />16'OC
<br />
<br />E PLATE
<br />
<br />NOTE:
<br />
<br />TtflS SYSTEM HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE
<br />AND WIIERE PRESSUHE REQUIREMENTS AS DETERMINED BY ASCE 1 MINIMUM DESIGN LOADS FOR BUILDINGS
<br />AND OTHER STRUCTURES DO NOT EXCEED THE DE51GN PRESSURE RATINGS LISTED HEREIN.
<br />
<br />THIS INFORMATION WAS FURNISHED BY TffERMA.TRU CORPORATION
<br />1681 WOODLANDS DRIVE MAUMEE 01110 PH. (800) 531 - 8821
<br />IT WILL BE TtfE BUILDERS RESPONSIBILITY TO OBTAIN AND
<br />MAINTAIN THE ENGINEERED INSTALLATION INSTHUCllONS
<br />FOR lifE DOORS OF CHOICE AT THE JOBSITE FOR INSPECTION
<br />OF THE INSTALLATION BY TlfE BUILDING OFFICIAL.
<br />
<br />lHIS IS A STANDARD DETAIL SHEET I NOT ALL OF THE
<br />INFOHMATION ON THIS SHEET REFERS TO THIS PLAN.
<br />
<br />
<br />f~
<br />
<br />t/ ~/~]
<br />
|