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IO 9
<br />i
<br />16'50 x 36'H CMU
<br />COLUMN BASE
<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 $WT. )
<br />O- STRUCTURAL NOTE
<br />o -1~ HOSE BIBS
<br />N.B.
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />A
<br />255E
<br />38' X 63'
<br />B
<br />355E
<br />54' x 63'
<br />C
<br />248E (TEMP)
<br />38' x 51'
<br />6' DIA STD. STEEL PIPE
<br />FILLED SOLID Wt CONCRETE
<br />EMBEDED PIPE PROTECTED
<br />W/CATALYZED POLYURETHANE
<br />CONC. SLAB, SEE PLAN
<br />-
<br />CONC. FOOTING, SEE PLAN 6 MIL YAPOR BARRIER
<br />COMP. SOIL, SEE PLAN
<br />A PIPE BOLLARD DETAIL
<br />SCALE: 1/2'=1'-O'
<br />PARTIAL FLOOR PLAN - ELEV 11811
<br />NOTE TO TRUSS COMPANY:
<br />ALIGN TRUSSES TO
<br />ALLOW FOR AA TO
<br />BE ALKYD.
<br />* *
<br />SCALE: 1/4'=1'-O'
<br />NOTE: AR STAND DIMENSIONS
<br />ALL INTERIOR ANGLE GAS = W H, x 36' W, x 52' L.
<br />WALLS ARE AT 45 DEG. ELEC.: = 24' H. x 36' W, x 52' L.
<br />* * * * * * * * * *
<br />AREA TABULATION
<br />MODEL 2606
<br />LIVING AREA 2516 SF.
<br />GARAGE 614 SF.
<br />COVERED ENTRY - ELEV. 'A' 51 SF,
<br />COVERED ENTRY - ELEV. 151 156 SF.
<br />TOTAL AREA 'A' = 3301 SF. 'B' = 3406 SF.
<br />WINDOW
<br />5CHEDULE
<br />IM HEIGHT
<br />CLEAR OPENING
<br />b'-8'
<br />33311' WIDE X 2625' HIGH
<br />6'-8'
<br />48312' IUDE X 2625' HKsH
<br />b'-8'
<br />33312' WIDE X 2025' HGaH
<br />CLEAR OPENING SF
<br />589 SP.
<br />881 S.F.
<br />46 SF.
<br />30'-0'
<br />TO GAR WALL
<br />SILL EEW
<br />i'-6'
<br />II-6'
<br />2'-6'
<br />a
<br />Q
<br />T-4' 5'-4' T-4' 6'-2' 9'-6' 5'-4'
<br />10 00 0.
<br />(SPAN OVER +242/ -264 PSF I 14GMPH (SPAN OVER
<br />2 OPENINGS) +234 / -25.6 PSF ITOW 'n 261 / -28.4 PSF 110 MPH 1 2 OPENINGS) +242/ -26.4 PSF I14GhIPN
<br />© © +252 / -215 PSF I 145 MPH 6068 TEMP, S GD. i 83 ® © 26J l -28.4 PSF -28.4 MPH
<br />\ "N *EGFES6
<br />+242 / - 6.4 PSF 14G" +242 / -26.4 PSFI 14GMi�4 %` p
<br />\ \ 26.1 / -1 M PSF 1145 MPH 261 / -26.4 PSF 145 MM41 53
<br />\
<br />i7
<br />\ \ FAMILY ROOM ' A
<br />MASTER SUITE
<br />\ 18'-4' x 20'-2' Tl'- 14'-4
<br />GG (Slh1. SEE N01E'i
<br />\ VAULT CLG. T
<br />S3 FOR MORE INFO)
<br />8'-0' CLG.
<br />\F - - - - - - - - - - - - 9'-4':CEIL- -- - -
<br />- -
<br />1'-0'
<br />�
<br />I
<br />N
<br />-
<br />SLOPE UP 2:12 1
<br />`
<br />�1
<br />II n
<br />�'�J 2668
<br />I�
<br />k'
<br />64R
<br />34' HIGH *a I I
<br />I
<br />1
<br />I
<br />- - - - -
<br />I � 36'x22' ATTIC
<br />-, CLA
<br />1
<br />LAv.
<br />WALL BELOW
<br />�
<br />� �
<br />I ACCESS
<br />I � , , ,_ ,
<br />10 -4 4 -0 4 -8 2 -2 0 I
<br />8'-10'
<br />L
<br />a' COWMIR I 1
<br />EXwION e0
<br />p
<br />I
<br />I UJ.LC•
<br />2668
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<br />01
<br />S3 FOR MORE
<br />) _
<br />cis
<br />FLEX
<br />1----
<br />1 , 1 ,
<br />HEN
<br />I
<br />13 -4 x II -0
<br />8'-0' CLG,
<br />:-�"KI
<br />' x. ' �'
<br />64R
<br />PAN
<br />2 -6'
<br />_
<br />14'-0' 8'
<br />o
<br />S.7 ' CLCa
<br />LIN 4'-011 ' 9' '
<br />8'
<br />H 4'" GT.
<br />`� I Y �
<br />s�
<br />�
<br />r --- ----
<br />0l�C.
<br />-
<br />l5)SH.
<br />N
<br />BEDROOM 4
<br />6'
<br />2668
<br />124, x 124'
<br />I I M
<br />HALLWAY
<br />8'-0' u.G
<br />e
<br />I I
<br />a4' GLG.
<br />ZB
<br />1
<br />�
<br />B
<br />AIC
<br />W-V
<br />`"jo 218,
<br />1 L.`-r
<br />5'-0' -0'
<br />-
<br />-
<br />BEDROOM 2
<br />1
<br />ALL
<br />a
<br />, i YENT
<br />11' 0' x 12 0'
<br />1
<br />-4
<br />,L D ;' WANISON BOX
<br />8'-0'AN
<br />Q
<br />wr
<br />LAv
<br />HER PROYIDE WEAT
<br />S3 WA
<br />StR
<br />` ' ...-
<br />- .............
<br />STRIPPING AROUND
<br />/}Q
<br />(4) SN.
<br />,
<br />PERII'ETER OF DOOR
<br />IV 1{/TJ N
<br />COMBO
<br />'`
<br />METAL
<br />THRESHOLD
<br />PIPE BOLLARD (W/
<br />OPTION GAS WA ONLY)
<br />S3 �
<br />IN
<br />SEE DETAIL A0
<br />F
<br />4' STEP
<br />4- '
<br />3'- '
<br />15'-0'
<br />NOTE: WASHALL BE ELEVATED
<br />1 36'x22'ATTIC
<br />MR 16, ABOVE GARAGE F.F. W/
<br />L ACCESS J
<br />WC.
<br />9'-4' CLG
<br />OPTION GAS WA ONLY
<br />(SIM. W/OUt UPLIFT
<br />4 SEE NOTE +1 FOR
<br />0
<br />MORE INFO)
<br />54R
<br />--
<br />----
<br />+214 =238, F
<br />�
<br />P
<br />PH
<br />D
<br />3 CAR GARAGE 0
<br />5,51.
<br />DR
<br />53
<br />304' x 20'-0'
<br />LINE OF GARAGE DOOR
<br />8'-0' cw.
<br />LINE OF GARAGE DOOR
<br />IN OPEN POSITION
<br />IN OPEN POSITION
<br />EN
<br />r-----
<br />I
<br />I
<br />RY I
<br />----1 - - - - - -
<br />I I
<br />I I
<br />I I
<br />-
<br />---------- - - - - I
<br />I
<br />I
<br />BEDROOM 3
<br />1
<br />I I
<br />I
<br />T-4
<br />cLG.
<br />124, X W-0' e
<br />I
<br />I I
<br />I I
<br />I
<br />K
<br />8'-0' CLG.
<br />84
<br />84
<br />I
<br />S4
<br />x T-O' OR G
<br />ARAGE DR I I
<br />16'-O' x T-O' O.H. GARAGE DR
<br />*ASS+214
<br />/ -230 PSF I14GhfiN
<br />WZ N
<br />-
<br />r
<br />PSF 14GMPI4
<br />+23J / -258 PSF
<br />A
<br />0
<br />+248 / -21.0 PSF
<br />14223 / -253
<br />g3
<br />+26.1 / -291d PSF
<br />Id5MPH
<br />+242 / -21J PSF
<br />145h1PH
<br />6' 8'
<br />0-8.
<br />'-0'
<br />3'-4'
<br />'-0'
<br />It,
<br />I V-0'
<br />2'-0'
<br />I6'-0'
<br />2'-8'
<br />13'-4'
<br />514'
<br />24'
<br />29'-4'
<br />50'-0'
<br />0_fLq
<br />OR PLAN
<br />SCALE: 1/4'=I'-0'
<br />DIMENSION CONVENTION
<br />ALL & EXTERIOR OPENING DIMENSION
<br />OUTSIDE FACE OF 8"
<br />A NOMINAL BLOCK
<br />83
<br />/-4" FRAME WALL U.N.O.
<br />L�C�ENU
<br />VERTICAL REINFORCMENT IN C1'W. SHEAR WALL IN (I -NO.5 BAR IN
<br />GROUTED CELL TYPICAL. UA0.t HOOK INTO TIE BEAM AT TOP 4
<br />FOOTING AT BOTTOM)
<br />FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
<br />©
<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO BE FILLED UNLESS SHOIW ON THE PLAN)
<br />8'-O' TOP OF MASONRY
<br />15'-4' TOP OF MASONRY
<br />BEARING WALL 2X STUDS 0 I6' O.C. Wl 1/2' GYP. (UNLO. ON PLAN)
<br />2X STUD W/ 1/2' GYP. (UNA. ON PLAN)
<br />FLOOR PLAN NOTES:
<br />L SEE PRODUC? APPROVAL SHEETS FOR DOOR AND WNDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-NS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTNG THE FRAMNG INSPECTION (PER
<br />'*
<br />FBC 1103).
<br />LCI
<br />3. *-DENOTES EGRESS WINDOW
<br />4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />MANUFACTURER
<br />5. EXTERIOR MOM 4 DOORS SHALL BE LABELED WITH A PER!"1ANENT LABEL,
<br />MARKING, OR ETCHING PROADNG TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT.
<br />6. LISTED WND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRI:MMS. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />DIVIDED BY Ob.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />WOOD DOORS LOT LESS THAN 13/8' N THICKNESS, SOLID OR HONEYCOMB -CORE
<br />STEEL DOORS NOT LESS THAN 13/8' THICK OR 20-MNUTE FIRE -RATED DOORS.
<br />8. DUCTS N THE GARAGE AND DUCTS PENETRATNG THE WALLS OR CEILNGS
<br />C4
<br />SEPARATING THE DWELLNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
<br />�
<br />NO.26GA 6I4EET STEEL, I MINMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
<br />GARAGE
<br />STRUCTURAL NOTES
<br />OI PROVIDE (1) 0 5 CONT. N 8"P.C. LINTEL 4 (U 0 5 N 8'KO. BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />�2 PROVIDE 8' P.C. LINTEL 4 (1) 5 IN 8' KO. BLOCK ABOVE, FILLED SOLID W/
<br />GROUT
<br />O3 PROVIDE (1) 0 5 CONT. IN 8' P.C. LINTEL IlW 2' RECESS 4 (1) • 5 N 8' KA. BLOCK
<br />ABOVE, FILLED SOLID WITH GROUT
<br />A
<br />53
<br />® PR0I/IDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />0 (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />(SIM)
<br />O6 (2) 24 SFK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD * EA
<br />END OF HEADER
<br />0 ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />OS (2) 2X8 SPFV BEAM UV USP HMO 4 COLUMN 4 USP THD28-2 MASONRY
<br />NANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />TRUSS
<br />® (2) 2X8 SFK BEAM W/ USP TWD28-2 HANGER w SIDE BEAM,
<br />USING 6-161) 4 6-101) NAILS, AND USP 14TU20 s INTERIOR COLUMN
<br />O 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PA M e
<br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SMPSON SET-XP EPDXY OR EQUIV.
<br />FOR ANCHOR BOLTS
<br />NOTE:
<br />L POWER BOX LINTEL (15 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />REINFORCE W INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />MORE INFO)
<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 />ADHER13 CE t0 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />CONSTRICTION.
<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 TWA
<br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHAD. 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 />I
<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 />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=I08MPH). 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = 20.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT 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 ENGINESWO, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE DESCRIPTION
<br />6TH ED.
<br />12.12.17 1.00 17) FBC
<br />UPDATES
<br />07.31.18 1.01 A U LA
<br />REVISED
<br />01.25.19 1.02 15tARINC, WALL N
<br />OTE
<br />FF"SINIQ
<br />02.07.19 1.03 USP RT I
<br />AA N H10A
<br />ILO
<br />VERSION NO 1.03 / 02.07.19
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<br />SHEET TITLE:
<br />FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 390440
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
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