|
-FLOOR $Y, TEM
<br />SEE PLAIN
<br />U
<br />2x
<br />SIIEATIIiNG PER PLAN
<br />& ATTACIIED PER
<br />DETAIL C./Sb
<br />(2) MSTAM36 STRAPS W/ (8)10d NAILS 4 (6)1/4' x 21/4'
<br />TAPCONS TO MA50NRY BELOW (TYP. EA SIDE) OR (2)
<br />MSTA36 STRAPS W/ (26)10d NAILS TO W= WALL OR
<br />BEAM 13ELOW
<br />�SE�TIO�NC�OR�NER�IR�AIIIN ATTTA #�:�NT
<br />SCALE: N.T.S.
<br />1/2 WALL OR SPINDLES F
<br />PER CUSTOMER SPECS.
<br />C%T. HANDRAIL 36'
<br />ABOVE STAIR NOSING
<br />2x8 FRAMED WALL
<br />ON MASONRY WALL 3/4' SUB FLOOR
<br />I' NOSING
<br />ELEV. +I@'-@ 3/4',�
<br />FLOOR GIRDER SEE PLAN
<br />FLOOR TRt1S5E5
<br />ELEV. +8'-8' ,l
<br />3/4' KICK PLATE
<br />1
<br />2x12 TREAD - RIP 1 OPEN TO
<br />AS REQUIRED :.......::
<br />FAMILY ROOM
<br />I
<br />I
<br />I/2' GYP. BOARD I
<br />In WALL OR SPINDLES
<br />(3) Yx12 RYP STAIR
<br />LANDING FRAMING L STRINGERS ITYPa PER CUSTOMER SPECS.
<br />SEE SHEET STAIR
<br />L-7 101
<br />1/2' GYP. BOARD L
<br />_ I
<br />L 7
<br />L-7
<br />L
<br />L.11L ELEV. 0'-0' L
<br />SYMBOLS
<br />BUILDING SECTION KEY
<br />(Section No. over Sheet No.)
<br />INTERIOR ELEVATION KEY
<br />(Elev. No. over Sheet No.)
<br />DETAIL KEY
<br />(Detail No, over Sheet No.)
<br />WINDOW SCHEDULE KEY
<br />0 (5EE WINDOW SCHEDULE SHT. )
<br />&- STRUCTURAL NOTE
<br />O -H HOSE BIBS
<br />H.B.
<br />3 FAR SECTION
<br />SCALE: 3/8' =1' -0'
<br />AREA TABULATION
<br />MODEL 2965
<br />1ST FLOOR LIVING
<br />1355 S.F.
<br />2ND FLOOR LIVING
<br />1644 SF.
<br />TOTAL LIVING
<br />2999 S.F.
<br />GARAGE
<br />649 SF.
<br />COVERED ENTRY - ELEV. 'A'
<br />45 SF.
<br />COVERED ENTRY - ELEV. 'B'
<br />39 S.F.
<br />TOTAL AREA: ELEV. 'A' 3693 SF.
<br />ELEV. 'B' 3681 SF.
<br />A.N. STAND DIMENSIONS
<br />GAS= CH. x 3b'W. x 52'L.
<br />ELEC: = 24' H. x 3b' W. x 52' L.
<br />* * * * * *
<br />* * * * *
<br />NOTE TO TRUSS COMPANY:
<br />ALIGN TRUSSES TO
<br />ALLOW FOR A.N. TO
<br />BE ALIGNED.
<br />* * * * *
<br />* * * *
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG,
<br />* * *
<br />WINDOW SCHEDULE
<br />FIR5T FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING SF.
<br />SILL HEIGHT
<br />A
<br />355H
<br />54' X 63'
<br />1'-0'
<br />48312' WIDE X 2625' HIGH
<br />881 S.F.
<br />1'-10,
<br />B
<br />235W
<br />38' X 39'
<br />1'-0'
<br />33312' WIDE X I5.S' NIGH
<br />3.64 S.F.
<br />3'-10'
<br />C
<br />255H
<br />38' X b3'
<br />1'-0'
<br />33312' WIDE X 15.1V HIGH
<br />5B9 S.F.
<br />1'-10,
<br />SECOND FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING SF.
<br />SILL HEIGHT
<br />D
<br />255H
<br />38' X 63' (FRAME)
<br />1'-2'
<br />33312' WIDE X 2625' NIGH
<br />5B9 5F.
<br />2'-1'
<br />E
<br />1/2 336H
<br />21' X 39' (FRAME)
<br />1'-2'
<br />23312' WIDE X 15.15' NIGH
<br />2.55 5F.
<br />3'-I1"
<br />70,
<br />10'-4'
<br />01 IT-0'--
<br />SHED ROOF BELOW
<br />l-------- -- ��=8 - -
<br />DRYERVENT.
<br />- ----
<br />23
<br />+28.1 / -312 PSF 14@MPH
<br />21 p0 3@.9 / -33b PRF 14M
<br />NANSON BOX s6 21 O
<br />+25.1 / -312 PSF I
<br />30.9 / -33b PSF 14 MPH
<br />21 O
<br />+26.1 / -312 PSF 140h1PH
<br />/ PSF 145MPH 24
<br />23
<br />+30.9 -33b
<br />*EGRESS (4) SHLVS. TP.
<br />J NJ
<br />(�
<br />12' SHELF a 60' AFF. OR
<br />4
<br />=-
<br />b
<br />R PAN 4 5U
<br />b
<br />60' x 3(D' cA61NETS OVER
<br />''BI-FQLD
<br />' -� ,- -:
<br />M s
<br />APPLIANCES PER SPECS.
<br />�,:
<br />T.B>
<br />S6
<br />srA
<br />\ \
<br />o; aR
<br />%
<br />'-4'
<br />13'-4'
<br />136'x24'@'
<br />\%
<br />15' @'�se
<br />¢ , \
<br />.
<br />5: 41
<br />OTEMP.
<br />24
<br />«> '
<br />J9
<br />.j'�_ j }p�--��
<br />i BAT
<br />-_
<br />`\
<br />21
<br />N
<br />CAME ROOM
<br />,err
<br />LACG�SS
<br /><1
<br />"X\
<br />-
<br />T
<br />13'-0 x IV-10'
<br />CLAV.
<br />/
<br />1 . LAv.
<br />r
<br />-
<br />8'-@' CLG.
<br />MASTER 5UITE
<br />_ %
<br />66a
<br />15'-0 x
<br />54R cis-..-
<br />54R
<br />[
<br />/I6'-10'
<br />8'-0' CLG.
<br />r- --
<br />---.'
<br />I
<br />I
<br />a I WALK-IN CL05. I
<br />J
<br />8'
<br />3'- ' F 4' 3'-1@'
<br />T-8'
<br />4'-0'
<br />14' 8' -
<br />I
<br />I
<br />Sao
<br />4' 6'-0.01
<br />Y-103
<br />6'-4'
<br />34' 10
<br />3'-4' T-8'
<br />I
<br />8' WALL
<br />1/2 WALL OR
<br />SPINDLES
<br />`r
<br />2668
<br />_ _ _._ _ _ _.- - .-
<br />R4R _
<br />__ _
<br />F=75R-'
<br />PER CUSTOMER
<br />SPECS.
<br />AH. AN.
<br />LAv.) LAv.
<br />(4) SNLYR.
<br />TF'
<br />_
<br />6' 12' WALL 7-E
<br />/
<br />+291 // -32.I PSFSF 14@MPH
<br />+31.8 / -345 PRF 1145MN
<br />2
<br />�o
<br />21
<br />WC.
<br />_
<br />A.N. STAND
<br />�I
<br />,n
<br />oc
<br />�"
<br />_
<br />3
<br />e 30, AFF.
<br />- -6 3 2' 6'
<br />DN 16 R RE
<br />-
<br />/ i `'
<br />---------- -
<br />/ 2668
<br />-
<br />10 .4 /-1 6' R.
<br />2668-------------
<br />64R
<br />----- '
<br />N
<br />---- -- StR------- b�
<br />"' (2) 2668
<br />N
<br />5' BI-FOLD
<br />rt• -
<br />5' BI-FOLD
<br />T'
<br />4' @'
<br />1' @'
<br />_
<br />N
<br />N
<br />=
<br />1'-6' 5' @'
<br />N
<br />ELEV. Bx
<br />BEDROOM
<br />2
<br />ONLY
<br />- 24
<br />it -@ x 124M
<br />\
<br />8'-0' CLG.
<br />BEDROOM 4
<br />BEDROOM 3
<br />ELEV. 'A'
<br />12'-b' x II-2'
<br />- 8'-@' CLG.
<br />12'-O' x II-0'
<br />Ix
<br />>
<br />ONLY
<br />8'-0' CLG,
<br />o
<br />ROOF BELOW
<br />24
<br />�
<br />12'-10'
<br />12'-4'
<br />2 18' r
<br />� I
<br />I1'4'
<br />24
<br />\
<br />I
<br />l
<br />FULL STUDS + (2)
<br />7 S6
<br />M
<br />S WALL
<br />J
<br />W/ (2) MSTAM36
<br />cn
<br />s6
<br />*EGRESS
<br />*E
<br />55
<br />*EGRESS
<br />W23+28.1
<br />/ -311 F'SF 14@MPN O 22
<br />`r
<br />+28.1 / -312 F15F 140MPH D
<br />21 +28.1 / -311 P5F 14@MPH 0 21
<br />21 OD23
<br />---- --^--
<br />----- --
<br />PSF 145MPH
<br />30.9 / -33b P5F 145MPH
<br />+3@.9 / -33b PSF 145MPH
<br />+28.1 /_-37.9 F'5F 14LN'1NN
<br />+30.9 / -40.1 PRF 145MPN�
<br />ROOF BELOW
<br />------------ ---- ....................
<br />6'-8' 6'-6.01
<br />9'-10'
<br />8'-4'
<br />3' 8'
<br />4'-0' 01 5'-4'-
<br />13'-4'
<br />-
<br />25'-10'
<br />_
<br />10'-10,
<br />50'-01
<br />------.-__
<br />__--
<br />- ---------
<br />-
<br />(D UFF R FLOOR FLAN
<br />SCALE: 1/4'=1'-O'
<br />BEDROOM 3
<br />BEDROOM 2
<br />(3) FULL STUDS + (2)
<br />JACKS W/ (2) MSTAM36 8' WALL
<br />0 21 2x6 CANTILEVERED 21 �/ O 21 -
<br />+28.1 / -312 PSF 114WH WALL - ELEY 'B' ONLY
<br />1303 / -331 PSI` I 145MPH
<br />+28.1 / -312 PSF 1401PH
<br />+30,9 / -33b PSF 145MPH
<br />1'-1. 4'-0' 3'-8' 4'-0'
<br />TO END WALL II'-8'
<br />n2PARTIAL UfDf=EfR FLOOfR FLAN ELEV " 11
<br />SCALE: 1/4' = I' -m'
<br />I DIMENSION CONVENTION
<br />OVERALL & EXTERIOR OPENING DIMENSION
<br />FROM OUTSIDE OF WOOD FRAME
<br />I
<br />OUTSIDE FACE OF 4"
<br />WOOD FRAME WALL
<br />4" FRAME WALL U.N.O.
<br />WALL LEGEND
<br />BEARING WALL 2X STUD 9 16' OC MAX. (UN.O.)
<br />W11/2' GYP.
<br />INTERIOR 2X STUD W/ 1/2' GYP.
<br />FLOOR PLAN NOTES:
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION 1WOF41ATIOK
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />FBC I103).
<br />3. *-DENOTES EGRESS WINDOW
<br />4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />MANUFACTURER
<br />5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE 114NUFACTURER AND
<br />PRODUCT.
<br />6, LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />DIVIDED BY 01o.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
<br />SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR
<br />HONEYCOMB -CORE STEEL DOORS NOT LE55 THAT 13/5 INCHES THICK, OR
<br />20-MINUTE FIRE -RATED DOORS.
<br />S. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A
<br />MINIMUM NO.26 GAGE SWEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS 0
<br />OR CLA55 I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE
<br />OPENING5 INTO THE GARAGE.
<br />2ND FLOOR STRUC%R4L NOTES
<br />21 (2) 2x6 5PM HEADER W/ I/2' PLYWOOD FLITCH 4 (U USP LSTAIS ,@ EA. END.
<br />PROVIDE (1) JACK B EA. END OF HEADER W/ (1) USP MSTAM36 TO MASONRY
<br />WALL BELOW (SEE DETAIL LL/S6 FOR MSTAM36 INSTALLATION 4 DETAIL 1/54
<br />FOR WALL WIDER THAN 4')
<br />22 (2) 2X6 SPM HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS %I EA. M.
<br />PROVIDE (1) JACK 0 EA. END OF HEADER W/ (1) U5P M5TA36 TO FRAME
<br />BELOW (SEE DET.1/54 FOR WALL WIDER THAN 4')
<br />23 (4) 2X COLUMN W/ (2) U51- MSTAM36 (OR MSTA36 TO FRAME) a BASE (SEE
<br />DETAIL A/3 FOR STRAPS ATTACHMENT)
<br />23 (2) 2x COLUMN W/ (1) SIMPSON MSTAM36 TO MASONRY WALL BELOW
<br />24 (3) 2X COLUMN W/ (2) USP MSTAM36 (OR (U MSTA36 TO FRAME) a BASE (SEE
<br />DETAIL LL/56 FOR MSTAM36 INSTALLATION).
<br />25 (5) 2X COLUMN W/ (2) USP MSTC40 6 BASE
<br />NOTES:
<br />1. PROVIDE A MIN. OF 3' EDGE DISTANCE ON MASONRY WALL FOR TAPCON
<br />SCFZEWS
<br />2, ALL EXTERIOR FRAME WALLS ARE CONSIDERED SHEAR WALLS AND ARE TO
<br />BE SHEATHED PER DETAIL C/56
<br />3. PROVIDE A SOLID BLOCKING BETWEEN FLOORS s EA. JACK STUD 4 BUILT-UP
<br />COLUMN
<br />ISSUANCE OF PLANS FROM TH15 DESIGNERS OFFICE SHALL NOT RELIEVE THE
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />CONSTRUCTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION.
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT
<br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />ADDITIONAL FEES.
<br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER
<br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
<br />• R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM
<br />THE WALKING 5URFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PA56AGE
<br />OF A SPHERE 4 INCHES (102 mm) IN DIAMETER
<br />EXCEPTIONS:
<br />1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE
<br />RISER TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PA55AGE
<br />OF A SPHERE 6 INCHES (153 mm) IN DIAMETER
<br />2, GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH
<br />ALLOW PA55AGE OF A SPHERE 4 3/6 INCHES (111 mm) IN DIAMETER
<br />• HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE
<br />FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT
<br />DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE
<br />RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER
<br />FRC 6TH EDITION (2011) R311.1.82 .
<br />• ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRG 6TH EDITION
<br />(2011) R311.1.
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<br />DANSCO
<br />ENGINEERING, LLC
<br />P.Q. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoengineering.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd=108MPIA), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=i0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNEU AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02D78-THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />_
<br />DATE
<br />DESCRIPTION
<br />12.13.17
<br />_
<br />1.00 6TH ED.(2017) FBC
<br />UPDATES
<br />_--
<br />12 29 17
<br />1.01 PLAN REVISIONS TO HVAC
<br />SPACE & ELECTRICAL
<br />04.30_18
<br />1.02 REV. FLOOR TURSS LAYOUT
<br />VERSION NO. 1.02 / 04.30.18
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<br />SHEET TITLE:
<br />UPPER FLOOR PLAN
<br />STAIR SECTION & NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 381319
<br />DATE ISSUED: 10.09.18
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />3
<br />D
<br />1
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<br />41
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