|
FLOOR $Y$TEM
<br />SEE PUNN
<br />U
<br />2x
<br />SITEATIITNG PER PLAIN
<br />r & ATTAt IIED PER
<br />DETAIL C/S6
<br />(2) MSTAM36 STRAPS W/ (8) Od NAILS 4 (b)1/4' x 21/4'
<br />TAPCONS TO MASONRY BELOIU (TYR EA SIDE) OR (2)
<br />MSTA36 STRAPS Wl (26)10d NAILS TO WOOD WALL OR
<br />BEAM BELOW
<br />5ECTION CORNER FRAMING ATTACHMENT
<br />SCALE: N.T.S.
<br />12 WALL OR SPINDLES
<br />PER CUSTOMER SPECS.
<br />CONT. HANDRAIL 3V
<br />ABOVE STAIR NOSING
<br />2x8 FRAMED WALL
<br />ON MASONRY WALL 3/4' SUB FLOOR
<br />I' NOSING ELEV. +10'-0 3/4',�
<br />FLOOR GIRDER, SEE PLAN
<br />FLOOR TRUSSES
<br />ELEV. +8'-8' � ELEV. +8'-8'
<br />3/4' KICK PLATE
<br />2x12 TREAD -RIP OPEN TO
<br />AS REQUIRED I
<br />FAMILY ROOM
<br />12' GYP. BOARD I 12 WALL OR SPINDLES
<br />(3) 2x12 SYP STAIR PER CUSTOMER SPECS
<br />LANDIWSEE EETSTAIR 7 STRINGERS (TYP.)
<br />L-�
<br />L 10'
<br />77 1/2 GYP, BOARD L _ s
<br />L - 7
<br />c",
<br />L - 7
<br />L
<br />L-�
<br />ELEV. 0'-0'
<br />5YM30LS
<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 (SEE WINDOW SCHEDULE SHT. )
<br />0--- STRUCTURAL NOTE
<br />0 -1- HOSE BIBS
<br />H.B.
<br />3 STAIR 5ECTION
<br />SCALE: 3/8'=1'-O'
<br />AREA TABULATION
<br />MODEL 2985
<br />UST FLOOR LIVING
<br />1355 5F.
<br />2ND FLOOR LIVING
<br />1644 5F.
<br />TOTAL LIVING
<br />2999 5F.
<br />GARAGE
<br />649 S.F.
<br />COVERED ENTRY - ELEV. 'A'
<br />45 S.F.
<br />COVERED ENTRY - ELEV. 'B'
<br />39 S.F.
<br />TOTAL_ AREA- ELEV, 'A' 3693 S.F.
<br />ELEV, 'B' 3681 SR
<br />* * * * * *
<br />A.N. STAND DIMENSIONS
<br />GAS = CH. x 36' W. x 52' L.
<br />ELEC.: = 24' H. x 36' W, x 52' L,
<br />NOTE TO TRUSS COMPANY:
<br />ALIGN TRUSSES TO
<br />ALLOW FOR A.N. TO
<br />BE ALIGNED.
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG.
<br />* * * *
<br />WINDOW 5CHEDULE
<br />FIR5T FLOOR WINDOW5
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD WE64T
<br />CLEAR OPENING
<br />CLEAR OPENING SF,
<br />SILL WEIGHT
<br />A
<br />355H
<br />54' X 63'
<br />1'-0'
<br />4831T WIDE X 2615' HIGH
<br />8151 S.F.
<br />1'-10,
<br />B
<br />235H
<br />38' X 3T
<br />1'-0'
<br />33312' WIDE X 15.15' NIGH
<br />31o4 5F.
<br />Y-10'
<br />C
<br />25514
<br />38' X 63'
<br />1'-0'
<br />33312' WIDE X 15,15' HIGH
<br />589 SF.
<br />1'-10,
<br />5EGOND FLOOR WINDOW5
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD WEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING SF.
<br />SILL WEIGHT
<br />D
<br />25514
<br />38' X 63' (FRAME)
<br />1'-2'
<br />33312' WIDE X 2b15' NIGH
<br />589 SF.
<br />2'-1'
<br />E
<br />12 33SH
<br />21' X 39' (FRAME)
<br />11-2'
<br />23312' WIDE X 15.15' HIGH
<br />255 SF.
<br />3'-1111
<br />I
<br />ol
<br />15'-10,
<br />ol
<br />Ig'-4'
<br />11'-0'
<br />SHED ROOF BELOW
<br />10'-8'
<br />DRYER VENT.
<br />71-1'
<br />23
<br />21 +28.1 / -312 PSF 1401PH
<br />© +30.9 / -33b = 145MPH
<br />WANSON BOX S� 21
<br />OD
<br />+28.1 / -312 F'SF i N
<br />30.9 / -33b PSF 14 MPW
<br />21
<br />pO
<br />+28.1 / -312 F �F 140MPN 2q
<br />+30,9 / -33b PSF 145MPH 3
<br />23
<br />*EGRESS (4) SHLVS. TP
<br />- -
<br />----
<br />-
<br />-Eg
<br />_
<br />12' SHELF a 60' AFF. OR
<br />R PAN 4 SU
<br />e
<br />60' x 30' CABINETS OVER
<br />%
<br />5-
<br />APPLIANCES PER SPECS.
<br />B
<br />TRy-
<br />r ;
<br />` 4' 6
<br />13' 4'
<br />r
<br />15'-0'
<br />6a ' ,\ 9'�4' ,
<br />S,_
<br />OTEMP.
<br />24
<br />"ATTIC,'
<br />LACC€�s -_
<br />A
<br />TERATN
<br />r
<br />i
<br />21
<br />N CAME ROOM
<br />13'-0 x IV-10'
<br />T
<br />r
<br />-
<br />8'-0' CLG.
<br />-
<br />MASTER SUITE
<br />LAV,
<br />LAV.
<br />x
<br />154 X IV-10'
<br />....._.....
<br />54R
<br />54R
<br />81.01 CLG.
<br />r--------- N
<br />�9
<br />WALK- IN GL05,
<br />tl j
<br />8'
<br />3'- ' F-4' 3'-10,
<br />T-V
<br />4'-0'
<br />N I 14'-8'
<br />i °G
<br />S6
<br />4' 6'-8'
<br />3'-10 3
<br />6'-4'
<br />Y-0'
<br />lo
<br />I
<br />3'-4' 12'-8"
<br />I
<br />I
<br />I
<br />8' WALL
<br />12 WALL OR
<br />SPINDLES
<br />_'
<br />`r
<br />2668
<br />I
<br />`_ ---- --------
<br />54R
<br />----
<br />64R
<br />PER CUSTOMER SPECS.
<br />B
<br />2
<br />AN. AN.
<br />LAY. LAV,
<br />(4) SHLV5'
<br />6' W 12' WALL
<br />T 25 22 0
<br />+29.1 / -32.1 PSF 140MPH
<br />2
<br />�.
<br />TP.
<br />BI-FOLD
<br />W.C.
<br />+318 / -345 PSF 145MPN
<br />�o
<br />21
<br />�.,
<br />O
<br />'
<br />Q=���,�A
<br />3
<br />AH. STAND
<br />30 APP.
<br />\
<br />;. ATN2
<br />. \
<br />3
<br />6 2 4'
<br />s
<br />.' \
<br />26 8
<br />'
<br />ON Ib SE116.
<br />- -
<br />10' , 4 /-1 /I6' R
<br />2668
<br />---cO
<br />54R
<br />N
<br />M
<br />'
<br />- -- 54bb�
<br />-------
<br />`�
<br />"` (2)2668
<br />5' BI-FOLD
<br />4' 0'
<br />1'-0'
<br />x=1q5' BI-FOLD
<br />_
<br />N
<br />1' 6' 5' 0'
<br />`v
<br />ELEV 'B'
<br />5EDR00
<br />2
<br />ONLY
<br />11'-O' x 12-6'
<br />CLG,
<br />15EDROOM 4BEDROOMS
<br />ELEV. 'A'
<br />12'-b' x 11-2'
<br />= 8'-0' CLG.
<br />= 124' x 110
<br />V-0' CLG,
<br />n i � �
<br />ROOF BELOW
<br />24
<br />xx
<br />12'-10'
<br />12'-4'
<br />2 �8' T
<br />11'-4'
<br />24
<br />S
<br />_
<br />I
<br />T
<br />_
<br />all I
<br />I
<br />l
<br />FULL STUDS + (2)
<br />J
<br />1;
<br />M
<br />V WALL
<br />I J
<br />W/ (2) MSTAM36
<br />s6
<br />*EGRESS
<br />*EGRESS
<br />*E SS
<br />+28.1 / -311 PSF 14gMPN ® 22
<br />`r
<br />+28.1 / -Z I % 140MPH D
<br />21 +28.1 / -311 PSF 14gMPN 0D 21
<br />21 p0 23
<br />23
<br />+303 / -33b PSF 145MPH
<br />+303 / -3310 P% 145MPH
<br />+30.9 / -3310 F%j 145MPH
<br />+28.1 / -31.5 PSF 114MN
<br />+303 / -40.1 P5F I 145MPW
<br />ROOF BELOW
<br />ol b' 8' 0 -8'1
<br />9' 10'
<br />8' 4'
<br />3'-8'
<br />4' 0' 5' 4'
<br />13'-4'
<br />25'-10'
<br />10'-10'
<br />71
<br />(D UPPER FLOOR PLAN
<br />SCALE: I/4'=1'-0'
<br />I
<br />24
<br />I
<br />I
<br />BEDROOM 2
<br />BEDROOM3
<br />I �
<br />(3) FULL STUDS + (2)
<br />JACKS W/ (2) MSTAM36 8 WALL
<br />* EGRESS I * EGRESS
<br />...........................
<br />21 2x8 CANTILEVERED 21 ® 0 21
<br />+28.1 / -312 PSF 14OMPH WALL - ELEV 'B' ONLY
<br />+303 / -3310 P5F 145MPH +281 / -31,9 PSF 14gMPH
<br />+28.1 / -311 PSF 140MPH PSF 145MPN
<br />+303 / -33b PSF I 145MPH 1 +30.9 / -40.1
<br />1'-1'.0 4'-0' 3'-8' 4'-0'
<br />2 I -6' TO END WALL 11'-8'
<br />PARTIAL UPPER FLOOR FLAN - ELEV ll ll
<br />SCALE: I/4'=1'-0'
<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 a 16' OC MAX. (UN,O.)
<br />1111/2' (;YP.
<br />INTERIOR 2X STUD UJ/ 1/2' GYP.
<br />FI.00R f=L.4N NOTES:
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />FEIC 1103).
<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 MANUFACTURER 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 Ob.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
<br />SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, 50LID OR
<br />HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/8 INCHES THICK, OR
<br />20-MINUTE FIRE -RATED DOORS.
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE 514ALL BE CONSTRUCTED OF A
<br />MINIMUM NO.26 GAGE SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS 0
<br />OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE
<br />OPENINGS INTO THE GARAGE.
<br />2N1.D KLOOp smr;R ZTU;R,4L NOTES
<br />21 (2) 2xb SPP12 HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS a EA END.
<br />PROVIDE (1) JACK a EA. END OF HEADER W/ (1) USP MSTAM36 TO MASONRY
<br />WALL BELOW (SEE DETAIL LL/86 FOR MSTAM36 INSTALLATION 4 DETAIL 1/64
<br />FOR WALL WIDER THAN 4')
<br />22 (2) 2Xb SFM HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS a EA. END.
<br />PROVIDE (1) JACK e EA END OF HEADER W/ (1) USP MSTA36 TO FRAME
<br />BELOW (SEE DET.1/54 FOR WALL WIDER THAN 4')
<br />23 (4) 2X COLUMN W/ (2) USP MSTAM36 (OR M5TA36 TO FRAME) 9 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 M6TAM36 (OR (1) M6TA36 TO FRAME) a BASE (SEE
<br />DETAIL LL/66 FOR MSTAM36 INSTALLATION).
<br />25 (5) 2X COLUMN W/ (2) USP M5TC40 a BASE
<br />NOTES:
<br />1. PROVIDE A MIN, OF V EDGE DISTANCE ON MASONRY WALL FOR TAPCON
<br />SCREWS
<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 0 EA. JACK STUD 4 BUILT-UP
<br />COLUMN
<br />ISSUANCE OF PLANS FROM THIS 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 ERROR5 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 SURFACE TO THE REQUIRED GUARD WEIGHT WHICH ALLOW PASSAGE
<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 PASSAGE OF A SPHERE 4 3/8 INCHES (III 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 />FRG 6TH EDITION (2011) R31 AB2 .
<br />• ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC 6TH EDITION
<br />(2011) R311.1-
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<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineedng.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=108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT =0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWING ONLY.
<br />® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />® 2D19-THESE DRAWINGS AND DESIGNS ARETHE
<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 />DATE
<br />DESCRIPTION
<br />12.13.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<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 />02.07.19
<br />1.03 USE SIMPSON H10 ILO
<br />USP RT16A
<br />VERSION NO. Y:03 / 02 07.19
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<br />SHEET TITLE:
<br />UPPER FLOOR PLAN
<br />STAIR SECTION & NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390445
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />3
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