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L
<br />16'50 x 36'H
<br />COLUMN B
<br />5YMBOL5
<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 />O
<br />WINDOW SCHEDULE KEY
<br />(SEE WINDOW SCHEDULE SHT. J
<br />0-
<br />STRUCTURAL NOTE
<br />O -+
<br />HOSE BIBS
<br />N.B.
<br />MARK
<br />TYPE
<br />A
<br />255H
<br />B
<br />35514
<br />C
<br />245H (TEMP)
<br />6' DIA. STD. STEEL PIPE
<br />FILLED SOLID V CONCRETE
<br />EMBEDED PIPE PROTECTED
<br />W/CATALYZED POLYURETHANE
<br />CONC. SLAB, SEE PLAN
<br />PC
<br />CONC. FOOTING, SEE PLAN b MIL VAPOR BARRIER
<br />COMP. SOIL, SEE PLAN
<br />PIPE 15OL=L ARD DETA L=
<br />SCALE: 1/2' 4-0'
<br />I l/ U/AN- WHLL
<br />PARTIAL FLOOR FLAN - ELEV 1
<br />1
<br />511
<br />NOTE TO TRUSS COMPANY:
<br />ALIGN TRUSSES TO
<br />ALLOW FOR A.N. TO
<br />BE ALIGNED.
<br />* * * * *
<br />SCALE: I/4'=I'-0'
<br />NOTE: A.N. STAND DIMENSIONS
<br />ALL INTERIOR ANGLE GAS = V H. x 3b' W. x 52' L.
<br />WALLS ARE AT 45 DEG. ELEC.: = 24' H. x 36' W. x 52' L.
<br />* * * * * * * * * *
<br />T4RET4 T,48UL14TION
<br />MODEL 26m6
<br />LIVING AREA 2516 5F.
<br />GARAGE 614 5F.
<br />COVERED ENTRY - ELEV. "A' S1 5F.
<br />COVERED ENTRY - ELEV. "5" 156 5F,
<br />TOTAL AREA 'A" = 3301 5F. V = 3406 5F.
<br />WINDOW 5CHEDU=
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />36, X 63,
<br />b'-8'
<br />33312' WIDE X 2b25' NIGH
<br />54' x 63'
<br />6'-8'
<br />48312' WIDE X 2625' NIGH
<br />38' x 51'
<br />6'-8'
<br />33312' WIDE X 2025' NIGH
<br />CLEAR OPENING 5F
<br />589 SF.
<br />8151 SF.
<br />46 5F.
<br />$ILL HEIGHT
<br />I'-b'
<br />11-6'
<br />2'-6'
<br />1' 4' 5-4'
<br />(SPAN OVER
<br />1 2 OPENING$) +23.4 / -25b PSF
<br />B B +
<br />PSF
<br />\ +242 / - 6.4 F% 14OMPH +242 / -26.4 PSF I 14OMPH
<br />\ \ +26.1 / -2 .4 F% 145 MPH +26.1 / -28.4 PSF 1145 MPH
<br />INN
<br />\ \ FAMILY ROOM
<br />\ 18'-4' x 20-2'
<br />\ VAULT CLG -
<br />r- ---
<br />@ I
<br />I \
<br />I
<br />SLOPE UP 2.12
<br />N \
<br />leie
<br />I'
<br />34' HIGH KNEE
<br />WALL BELOW I�
<br />I0'-4' 4' m' 4'-51 2'-2' m' 1
<br />IT COUNTER
<br />EXTENSION I III�I
<br />2 FLEX
<br />® 13'-4' x 114'
<br />14'-m'
<br />© Ll
<br />L4iD
<br />;1
<br />r
<br />6068 TEMP.
<br />0
<br />'a.
<br />a' u' 4'_0,
<br />Y
<br />a ` \
<br />8' 4' HEAD HGT.
<br />N
<br />N
<br />6'
<br />I
<br />w
<br />ALL _
<br />'-4' G G. 6'
<br />S3
<br />4
<br />71
<br />9'-6' 5'-4' 11.01
<br />+242/ -26.4 PSF I 140MPN (SPAN OVER
<br />Q6.1 / -28.4 F%145 MPH ) 2 OPENINGS) +242/ -264 PSF 140MPH
<br />+26.1 / -28.4 PSF 1145 MPH
<br />D
<br />*EGRESS
<br />53
<br />a
<br />MASTER 5UITE
<br />+T-0-
<br />(SIM. SEE NOTE 01 18'-O' x 14'-0' cO
<br />FOR MOIRE INFO)
<br />2668
<br />54R
<br />_ _ Ah \
<br />LAv.
<br />36'x22' ATTIC I \\ CU
<br />o L ACCESS J \ /�
<br />JI'T 11' 1 m
<br />I
<br />p UJ,I-C. 2668 i-
<br />I ♦ 0
<br />O 8'-0' CLG.
<br />I '
<br />GG (SM. SEE NOTE 01 i
<br />I c j S3 FOR MORE W 1)
<br />I I
<br />64R
<br />1'-2' 5'-0'
<br />el L
<br />OAL.
<br />2668
<br />HALLWAY
<br />8'-0' CLG.
<br />m' Lia< 41,',`,/��"`\,
<br />BEDROOM 4
<br />124' X V-0'
<br />V-ol CLG.
<br />�V
<br />-_........
<br />60
<br />8'-0' CLG.
<br />r
<br />PROVIDE WEATHER
<br />S3 WN
<br />S4R
<br />IN
<br />STRIPPING AROUND
<br />(4) SN.
<br />PERIMETER OF DOOR
<br />K
<br />.
<br />METAL
<br />PIPE BOLLARD lW/
<br />S3
<br />\'lu
<br />THRESHOLD
<br />OPTION GAS W.N. ONLY)
<br />SEE DETAILA/2
<br />2. F. ,7777-
<br />4' STEP
<br />TN
<br />\\
<br />uz
<br />'' 0Y
<br />NOTE: W.N. SHALL BE ELEVATED
<br />136'x22'ATTIC
<br />\.
<br />-�
<br />MIN 18' ABOVE GARAGE FF. W/
<br />L ACCESS J
<br />9'-4''CLG
<br />OPTION GAS W.N. ONLY
<br />LAv.
<br />CC
<br />(SIM• W/OUT UPLIFT
<br />4 SEE NOTE'1 FOR
<br />'
<br />S3
<br />MORE INFO)
<br />---
<br />+91.A "O�kA'P
<br />1401PH1@
<br />PN I
<br />\
<br />D
<br />3 CAR GARAGE e
<br />tie
<br />�
<br />S3
<br />304' x 204'
<br />LAv.
<br />DIMENSION CONVENTION
<br />?ALL & EXTERIOR OPENING DIMENSION I
<br />\-OUTSIDE FACE
<br />F $"
<br />A NOMINAL BLOCK
<br />S3
<br />4" FRAME WALL U.N.O.
<br />6
<br />FOUNDATION DIMENSION
<br />FROM OUTSIDE OF BLOCK
<br />2
<br />B * �A (TEMP)
<br />S4 �
<br />1
<br />LINE OF GARAGE DOOR V-0' CLG. LINE OF GARAGE DOOR
<br />IN OPEN POSITION IN OPEN POSITION
<br />- - - - - - - - 7 � - - - - - - - - - - - - - - - - - - -
<br />F- �
<br />orl10
<br />I I
<br />I i I I
<br />I I I I
<br />EN RY I I I I
<br />BEDROOM 3 zz, sl-41 cLG.
<br />12'-m' x 11'-0' @ I I I
<br />K
<br />81-0' CLG,
<br />I K I
<br />S4 54 (:64:)
<br />8'-0' x T-0' O.H. G RAGE DR I6'-0' x T-0' O.H. GARAGE DR
<br />+21.4 / 36 PSF 1,
<br />*EGRESSI IN 4 1 +23.1 / -258 F'SF 1,
<br />N
<br />A 2 ® +24.8 / -21.0 PSF 14OMN z 1+223 / -253 PSF 140MPN
<br />S3 +26.1 / -291D P5F 145MFI4 +242 / -21.1 PSF 145MPN
<br />6'-8' 6'-8' '-m' 3'-4' m' 8'-m' T-m' 16'-01
<br />54 5'-4' 2'-01 29'-4'
<br />501-01
<br />� �L=OOR fi L,4N
<br />SCALE: I/4'=1'-0'
<br />2'-8'
<br />�o
<br />N
<br />D,4
<br />S3
<br />(SIM)
<br />VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO, 5 BAR IN
<br />GROUTED CELL TYPICAL UND.i NOOK INTO TIE BEAM AT TOP 4
<br />FOOTING; AT BOTTOM.)
<br />FILL CELL TO ONE COURSE ABv PIPE (NO REBAR)
<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO BE FILLED UNLESS SNOUIrI ON THE PLAN)
<br />8'-0' TOP OF MASONRY
<br />V-4' TOP OF MASONRY
<br />BEARINGS WALL 2X STUDS ® 16' O.C. W/ 1/2' GYP. (UND. ON PLAN)
<br />2X STUD W/ 1/2' GYP. (UN.O.ON PLAN)
<br />FLOOR PL4N NOMM&
<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 />FBC 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 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT.
<br />b. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />DIVIDED BY 06.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE
<br />STEEL DOORS NOT LESS THAN 13/8' TRIM OR 20-MINUTE FIRE -RATED DOORS.
<br />8. DUCTS IN tNE GARAGE 40 DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
<br />NO.26GA SHEET STEEL, l' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT LAVE OPENINGS INTO THE
<br />GARAGE
<br />STRUCtUR14L NOOMS Ol PROVIDE (1)0 5 CONT. IN l5P.C. LINTEL 4 (1) 0 5 IN 8R K.O. BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />O2 PROVIDE 8' P.C. LINTEL 4 (1) 5 IN 8' K.O. BLOCK ABOVE, FILLED SOLID W/
<br />GROUT
<br />O3 PROVIDE (1) 15 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) 0 5 IN 8' KO. BLOCK
<br />ABOVE, FILLED SOLID WITH GROUT
<br />® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />O5 (3) 2x4 COLUMN W/ 4-Sd TOENAILS TOP 4 BOTTOM
<br />O (2) 2x8 SFM HEADER W/ BLOCKING;. PROVIDE (1) 2x6 JACK STUD a EA.
<br />END OF HEADER
<br />O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-Sd TOENAILS TOP 4 BOTTOM
<br />OS (2) 2X8 SFM BEAM W/ USP WTUJ20 a COLUMN 4 USP TND28-2 MASONRY
<br />HANGER AT WALL M. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />TRUSS
<br />O9 (2) DO SF'F;1 BEAM W/ USP T14028-2 HANGER ® SIDE BEAM,
<br />USING; 6-161) 4 6-101) NAILS, AND USP 14TW20 a INTERIOR COLUMN
<br />10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 e
<br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV.
<br />FOR ANCHOR BOLTS
<br />NOTE:
<br />I. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />REINFORCEMENT INFO A$ 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 />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 />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.danscoengineenng.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=t0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE 1T IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<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 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 />12.12.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />07.31.18
<br />1.01 ELEV. A TRUSS LAYOUT
<br />REVISED
<br />01.25.19
<br />1.02 BEARING WALL NOTE
<br />CLARI" ATI N
<br />02.07.19
<br />1.03 USE SIMPSON H10A ILO
<br />USP RT16A
<br />VERSION : T`O&-i Q2 07.19
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<br />SHEET TITLE:
<br />FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 390442
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
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