|
FLOOR jY, TETd
<br />SEE PLAN
<br />r
<br />U
<br />2x
<br />IiATIIING PER PLAN
<br />r & ATTAC:'IIID PER
<br />DITAII, C'iS6
<br />(2) 1`16TAM36 STRAPS W/ (8)10d NAILS 4 (6)1/4' x 21/4'
<br />TAPCONS TO MASONRY BELOW (TYR EA SIDE) OR (2)
<br />MSTA36 STRAPS Wl (26)10d NAILS TO WOOD WALL OR
<br />BEAM BELOW
<br />5ECT I ON CORNER FRAMING ATTACHMENT
<br />SCALE: N.T.S.
<br />1/2 WALL OR SPINDLES r
<br />PER CUSTOMER SPECS.
<br />CONT. HANDRAIL 36'
<br />ABOVE STAIR NOSING
<br />3'-V
<br />2x8 FRAMED WALL
<br />ON MASONRY WALL
<br />3/4' KICK PLATE
<br />2x12 TREAD - RIP
<br />AS REQUIRED
<br />LANDING FRAMING,
<br />SEE SHEET STAIR
<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 (SEE WINDOW SCHEDULE SHT. )
<br />0 - STRUCTURAL NOTE
<br />O -+ HOSE BIBS
<br />P5,
<br />i An
<br />I' NOSING I 3!4' SUB FLOOR
<br />FLOOR GIRDER SEE PLAN
<br />FLOOR TRUSSES
<br />OPEN TO
<br />FAMILY ROOM
<br />1/2' GYP. BOARD 1L-JU
<br />� 5T,41R ��CTION
<br />(
<br />3) 2x12 SYP STAIR
<br />� STRINGERS (TYP)
<br />L
<br />L_ �
<br />L
<br />IR WALL OR SPINDLES
<br />PER CUSTOMER SPECS.
<br />AREA TABULATION
<br />MODEL 2985
<br />ISt FLOOR LIVING 1355 S.F.
<br />2ND FLOOR LIVING 1644 SF.
<br />TOTAL LIVING 2999 SF.
<br />GARAGE 649 SF.
<br />COVERED ENTRY -ELEV. 'A' 45 SF.
<br />COVERED ENTRY -ELEV. 'B' 39 S.F.
<br />TOTAL
<br />ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F-
<br />11
<br />A.N. STAND DIMENSIONS
<br />GAS = 6' H. 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 AH. TO
<br />BE ALIGNED.
<br />ELEV. +10'-0 3/4',
<br />ELEV. ,a'-m' *
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG,
<br />WINDOW
<br />ol
<br />5CHEDUL
<br />DETAIL KEY
<br />(Detail No. over Sheet No.)
<br />WINDOW SCHEDULE KEY
<br />0 (SEE WINDOW SCHEDULE SHT. )
<br />0 - STRUCTURAL NOTE
<br />O -+ HOSE BIBS
<br />P5,
<br />i An
<br />I' NOSING I 3!4' SUB FLOOR
<br />FLOOR GIRDER SEE PLAN
<br />FLOOR TRUSSES
<br />OPEN TO
<br />FAMILY ROOM
<br />1/2' GYP. BOARD 1L-JU
<br />� 5T,41R ��CTION
<br />(
<br />3) 2x12 SYP STAIR
<br />� STRINGERS (TYP)
<br />L
<br />L_ �
<br />L
<br />IR WALL OR SPINDLES
<br />PER CUSTOMER SPECS.
<br />AREA TABULATION
<br />MODEL 2985
<br />ISt FLOOR LIVING 1355 S.F.
<br />2ND FLOOR LIVING 1644 SF.
<br />TOTAL LIVING 2999 SF.
<br />GARAGE 649 SF.
<br />COVERED ENTRY -ELEV. 'A' 45 SF.
<br />COVERED ENTRY -ELEV. 'B' 39 S.F.
<br />TOTAL
<br />ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F-
<br />11
<br />A.N. STAND DIMENSIONS
<br />GAS = 6' H. 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 AH. TO
<br />BE ALIGNED.
<br />ELEV. +10'-0 3/4',
<br />ELEV. ,a'-m' *
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG,
<br />WINDOW
<br />ol
<br />5CHEDUL
<br />IR WALL OR SPINDLES
<br />PER CUSTOMER SPECS.
<br />AREA TABULATION
<br />MODEL 2985
<br />ISt FLOOR LIVING 1355 S.F.
<br />2ND FLOOR LIVING 1644 SF.
<br />TOTAL LIVING 2999 SF.
<br />GARAGE 649 SF.
<br />COVERED ENTRY -ELEV. 'A' 45 SF.
<br />COVERED ENTRY -ELEV. 'B' 39 S.F.
<br />TOTAL
<br />ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F-
<br />11
<br />A.N. STAND DIMENSIONS
<br />GAS = 6' H. 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 AH. TO
<br />BE ALIGNED.
<br />ELEV. +10'-0 3/4',
<br />ELEV. ,a'-m' *
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG,
<br />WINDOW
<br />ol
<br />5CHEDUL
<br />ARR3=A: ELEV. 'A' 3693 S.F. ELEV. 'B' 3687 S.F-
<br />11
<br />A.N. STAND DIMENSIONS
<br />GAS = 6' H. 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 AH. TO
<br />BE ALIGNED.
<br />ELEV. +10'-0 3/4',
<br />ELEV. ,a'-m' *
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG,
<br />WINDOW
<br />ol
<br />5CHEDUL
<br />FIRST 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 2615' HIGH
<br />881 SF.
<br />I'-10'
<br />B
<br />235H
<br />38' X 39'
<br />1'-0'
<br />33312' WIDE X 1515' NIGH
<br />31o4 5F.
<br />3'-IID'
<br />C
<br />255H
<br />38' X 63'
<br />1'-ID'
<br />33312' WIDE X 1515' HIGH
<br />589 S.F.
<br />SECOND FLOOR WINp0W5
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING SF,
<br />SILL HEIGHT
<br />p
<br />255N
<br />38' X 63' (FRAME)
<br />1'-2'
<br />33312' WIDE X 2625' HIGH
<br />589 S.F.
<br />2'-I'
<br />E
<br />1/1335H
<br />21' X 39' (FRAME)
<br />1'-2'
<br />23312' WIDE X 15.15' HIGH
<br />255 5F.
<br />3'-II"
<br />r_mi -1
<br />6'-10'
<br />15'-IID'
<br />IID'-4'
<br />Il'-ID'
<br />SHED ROOF BELOW
<br />10'-8'
<br />DRYER VENT.
<br />23
<br />21 +281 / -312 PSF 140MPN
<br />O +30.9 / -3310 PSF 145MPH
<br />NAND BOX 6 21
<br />8
<br />DO
<br />+28.1 / -311 F'SF I H 21
<br />+30.9 / -33b P5F 14 H DO
<br />-312 F'SF 140MPH 24 3
<br />+3ID.9 / -33b PSF 145MPH
<br />23
<br />*EGRESS (4) SHLYS. rP.�'
<br />- ----
<br />W.
<br />---- -
<br />D.
<br />X
<br />•
<br />12 SHELF is 60 AFF. OR
<br />R PAN 4 SURR
<br />�
<br />bID' x 30' CABINETS OVER
<br />�
<br />APPLIANCES
<br />� UPPER FLOOR PLAN
<br />SCALE: 1/4'=1'-0'
<br />f--tRTll--tL UPPER FLOOR PLAN - ELEV 11511
<br />SCALE: 1/4'=1'-0'
<br />DIMENSION CONVENTION -
<br />OVERALL &EXTERIOR OPENING DIMENSION
<br />FROM OUTSIDE OF WOOD FRAME
<br />OUTSIDE FACE OF 4"
<br />WOOD FRAME WALL
<br />4" FRAME WALL U.N.O.
<br />WALL LEGEND
<br />BEARING WAIL 2X STUp -9 16' OC MAX, lUN,O)
<br />W/ 1/2' GYP.
<br />INTERIOR 2X STUD UJ/ 1/2' GYP.
<br />FLOOR PLAN Noorms:
<br />I. SEE PRODUCT APPROVAL SWEETS FOR DOOR AND WINDOW CABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROWH-INS Must BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />FBC 1103).
<br />3. *-DENOTES EGRESS WINDOW
<br />4. GARAGE DOOR SHALL BE LABELED WITH A PEWANENT LABEL PROVIDED BY THE
<br />MANUFACTURER.
<br />5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PEWANENt LABEL,
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY t0 THE MANUFACTURER AND
<br />PROpUCt.
<br />6. LISTED WIND PRESSURES At EACH OPENING ARE ALLOWABLE StRESS DESIGN
<br />PRESSURES, FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED t0 BE
<br />DIVIDED BY 01o.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
<br />SOLID WOOD DDORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR
<br />HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/6 INCHES THICK, OR
<br />20-MINUTE FIRE -RATED p00Rs.
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A
<br />MINIM N0.26 GAGE SHEET STEEL,1 INCH MINIMUM RIGID NONMETALLIC CLASS ID
<br />OR CLASS I DUCT BOARD, OR OCHER APPROVED MATERIAL AND SHALL NOT HAVE
<br />OPENINGS INTO THE GARAGE.
<br />2uD FLOOR stRuctURP4L NotEs
<br />21 (2) 2xb SF'M HEADER W/ 1/2' PLYWOOD FLIrCI-I 4 lu uSP LSTAIs g EA. M.
<br />PROVIDE (U JACK a EA. END OF HEADER W/ (l) LISP MStAM36 t0 MASONRY
<br />WALL BELOW (SEE DETAIL LL/S6 FOR MStAM36 INSTALLATION t DETAIL 1/54
<br />FOR WALL WIDER THAN 49
<br />22 (2) 2X6 SPF'2 HEADER W/ I/2' PLYWOOD FLITCH 4 (l) LISP LSTAIs a EA. END.
<br />PROVIDE (l) JACK a EA. END OF HEADER W/ (U LISP MSTA36 TO FRAME
<br />BELOW (SEE DEC. I/64 FOR WALL WIDER THAN 49
<br />23 (4) 2X COLUMN W/ (2) U5P M5tAM36 (OR MSTA36 t0 FRAME) 0 BASE (SEE
<br />DETAIL A/3 FOR SCRAPS ATTACHMENT)
<br />23 (2) 2x COLUMN W/ lU 51MPSON MStAM36 TO MASONRY WALL BELOW
<br />24 (3) 2X COLUMN W/ (2) LISP MSTAM36 (OR (l) MSTA36 t0 FRAME) s BASE (SEE
<br />DETAIL LL/Sb FOR MStAM36 INSTALLATION).
<br />25 (5) 2X COLUMN W/ (2) LISP MSTC40 s BASE
<br />NOTES:
<br />1. PROVIDE A MIN. OF 3' 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/S6
<br />3. PROVIDE A SOLID BLOCKING BETWEEN FLOORS 0 EA. JACK STUD tBUILT-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 r0 APPLICABLE BUILDING COPES PRIOR t0 COMMENCEMENT of ANY
<br />CONSTRUCTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE t0
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT t0 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 TWAT
<br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT t0
<br />ADDITIONAL FEES.
<br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OCHER PARK' OCHER
<br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELP RESPONSIBLE.
<br />• R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM
<br />THE WALKING SURFACE t0 THE REQUIRED GUARD HEIGHT UA IIGH ALLOW PASSAGE
<br />OF A SPHERE 4 INCHES (102 mm) M 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 PASSAGE
<br />OF A SPHERE b INCHES (153 lmn) 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 (ili mm) IN DIAMETER
<br />• HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGtH OF THE
<br />FLIGHT, FROM A POINT DIRECTLY ABOVE THE COP RISER OF THE FLIGHT t0 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) R311.182 .
<br />• ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC 6TH EDITION
<br />(2011) R311.1.
<br />S-CD
<br />Cie C14
<br />1
<br />.... f3� �'9•n( ..::^:.::ate%.
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />voww.danscoengineering.com
<br />CA 25948
<br />o
<br />0
<br />N
<br />z "'
<br />501
<br />aWw^
<br />Rana-r%�
<br />E-00
<br />W
<br />zuj
<br />w
<br />0
<br />o
<br />W_
<br />C� ^ O ry
<br />w w -.
<br />�0- 0 m
<br />w °- w
<br />Z � Q w m
<br />Q LO Q
<br />U � v
<br />600•
<br />� N Q `�
<br />U �
<br />CW
<br />Q
<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 R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />® 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019-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 />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 SIMPSONHl0ILO
<br />LISP RT16A
<br />VER
<br />CD
<br />
|