|
1(0,5a X 3(0'H
<br />COLU% 5
<br />5YMOL6
<br />BUILDING SECTION KEY
<br />(Section No. over S�est No.)
<br />INTERIOR ELEVATION KEY
<br />(Elev. No. over Sheet No.)
<br />DETAIL KEY
<br />(Detail No. over 5heet No.)
<br />0
<br />LUINDOW SCHEDULE KEY
<br />(SEE WINDOW 504EDULE SHT.
<br />0-
<br />STRUCTURAL NOTE
<br />0-+
<br />H05E 5155
<br />H.5.
<br />MAW,
<br />TYPE
<br />A
<br />255H
<br />13
<br />355H
<br />C
<br />246W (TEMP)
<br />6' DIA STD. STEEL PIPE
<br />FILLED SOLID W/ CONCRETE
<br />EM5EDED PIPE PROTECTED
<br />W1 CATALYZED POLYURETHANE
<br />AN
<br />CONC. SLAB, SEE PL Z7
<br />-7
<br />CONIC. FOOTING, SEE PLAN b MIL VAPOR BARRIER
<br />C". SOIL, SEE PLAN
<br />FIFE f5OLLARD DETAIL
<br />5CALE; 1/2'4-0'
<br />FARTIAL FLOOR FLAN � ELEV 11511
<br />NOTE TO TRM C40MPANY:
<br />ALIGN TRUSSES TO
<br />ALLOW FOR A.H. TO
<br />13E ALIGNED
<br />50ALE: 114'=1'-O'
<br />NOTE: AA STAND DIMENSIONS
<br />ALL INTERIOR ANGLE GAS : b' H. x 3b' W. x 52' L.
<br />WALLS AIRE AT 45 DEG. ELEC; 24' H. x 36' W. x 52' L.
<br />AREA T,45ULATION
<br />MOL)EL 260(o
<br />LIVING AREA 251(o 5.F.
<br />GARAGE (o 14 5P.
<br />covEREE) ENTRY - ELEv.A" 51 5,F,
<br />GOVERE[) ENTRY - ELEV. V 6(0 5P.
<br />TOTAL AREA "A= 3301 5F. 13`= 340(o 5R
<br />WINDOW 5CHEDULE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />36, x 631
<br />(01-61
<br />33312'WIDE X 2b25'HIGH
<br />54'x 63'
<br />bi-81
<br />48312' WIDE X 205' HIGH
<br />38' x 51'
<br />61-bi
<br />33312'WIDE X 2025'HIGH
<br />CLEAR OPENING S.F. $ILL HEIGHT
<br />�M 6f. It-bg
<br />6.81 SP. 11-61
<br />48 S.F. 21-61
<br />I
<br />P9
<br />501-01
<br />T-4- 01 5'-4 ol 91-41 61-21
<br />�(SPAN OVER
<br />�2 OPENINGS) 1+23.4 / -25.6 P5F I I
<br />1+252 / -215 FISF 1145 MPH 6066 TEMP.
<br />+242 &A PSF 14OMPW 1 1+242 -26.4 P6F 14OMPH
<br />1+261 -2 �A PSF 1145 MPH I �2b] -28.4 1% 1145 MPH
<br />Lu
<br />FAMILY ROOM
<br />14'-4
<br />18'-4'x 20'-2'
<br />VAULT CLG. T.,
<br />- - - - - - - - - -
<br />I
<br />SLOn UP 2:12
<br />X
<br />5
<br />Lu
<br />1!-M
<br />No
<br />FLEX
<br />13' 4' x 114'
<br />81-01 CLG.
<br />14'-0'
<br />5EDROOM 2
<br />114, X IT-0,
<br />V-ol cLG.
<br />34' HIGH ME
<br />WALL BELOW
<br />41-01 41-61 -21 -Vi
<br />Z_
<br />12' COUNTER
<br />EXTENSION
<br />�N
<br />�x
<br />a" 41-01
<br />8'- 4' "AD
<br />21 4
<br />114ALL
<br />co
<br />NQ
<br />%Q
<br />N
<br />6HOWER/TU5
<br />(4) 614.
<br />COMBO
<br />"'AINE
<br />N
<br />4
<br />a�TH -2
<br />T
<br />x\
<br />E=
<br />4-
<br />54R
<br />+21.4 43h lig
<br />I R0
<br />51
<br />DP'
<br />13EDROOM 3
<br />12'-O'x 114'
<br />N
<br />b'-0'CLG.
<br />N
<br />N
<br />A
<br />N
<br />EA 1+24.8 / -210 PSF 14OMPH
<br />/ -2ciO) PSF IA5MPH
<br />.8. (0'.81 11.01 31-41
<br />131-41
<br />5
<br />Ax
<br />1+242/ -26.4 P% I 4OMPH (SPAN OVER
<br />D,4 1426.1/ -28.4 Pff 1145 MPH 1 2 OPENING6) 1+242/ -2b.4 PSF
<br />tW.5 1+26-1 .' /-28.4
<br />%
<br />1=4
<br />MA5TER 5UITE
<br />�jj�
<br />(SIM. SEE NOTE 01
<br />18'-O'x 144'
<br />53
<br />FOR MORE INFO)
<br />-ol cLG.
<br />x
<br />, - 1 10.
<br />101
<br />s,
<br />J�_
<br />54R
<br />................
<br />CLAV.
<br />F
<br />36'42'ATTIC
<br />ACCESS
<br />L I
<br />X
<br />10.
<br />WIG,
<br />01 cu.
<br />io
<br />v-v ara.
<br />K
<br />(51M. SEE NOTE
<br />11
<br />F
<br />�,L3�)
<br />FOR MORE W)
<br />\x,
<br />04fK 0 IDAM i TP\1 . 111.
<br />5EDROOM 4
<br />D'-O'x 124' E2
<br />81-01 CLG.
<br />0-08
<br />I y I / I W_ >4
<br />54 CLG !ZA
<br />R
<br />4 su
<br />_j 0 CLG.
<br />W.H.
<br />PIPE 5OLLARD (W�l
<br />OPTION GAS WR ONLY)
<br />SEE DETAIL A/2
<br />NOTE: W.H. $HALL BE ELEVATED 36'42'ATTIC,
<br />MIN. 18' ABOVE GARAGE Ff. W1 L
<br />tellm III/nIT IIPI IPT OPTION GAS W.H ONLY
<br />Cc;
<br />�3 4 SEE NOTE 41 FOR
<br />MORE INFO)
<br />D 3 GAIR GAIRAGE
<br />53 304, X 204,
<br />LINE OF GARAGE DOOR V-ol cLG.
<br />IN OPEN POSITION
<br />F_ -1 r - - - - - - --
<br />K K
<br />64 54
<br />V-0' x 1'-0' O.H. G 4RAGE DR
<br />F,2-2.3 / -253 P% 1 IV`IPHj
<br />1+242 / -211 Ti_4�m_p�w
<br />PROVIDE WEATHER
<br />STRIPPING AROUND
<br />PERIMETER OF DOOR
<br />METAL
<br />THRESHOLD
<br />21-01 29'-4'
<br />501-01
<br />0_��
<br />9'-4-
<br />IS",
<br />LINE OF GARAGE DOOR
<br />IN OPEN POSITION
<br />IV-0' x 1'-0' 0,14, GARAGE OR
<br />F+-21.4/ '23,8 fw5f 1,
<br />1+23.1/ -256 F% Ij
<br />K
<br />64
<br />21.81
<br />DIMENSION CONVENTION
<br />?ALL & EXTERIOR OPENING DIMENSION
<br />"-OUTSIDE FACE OF 8"
<br />NOMINAL BLOCK
<br />4" FRAME WALL U.N.O.
<br />111W110101
<br />VERTICAL REINFORCMENT IN C.M.U. $HEAR WALL W1 (I -NO. 5 BAR IN
<br />GROUTED CELL TYPICAL UNat HOOK INTO TIE BEAM AT TOP 4
<br />FOOTIWj AT BOTTOM.)
<br />FILL CELL TO ONE COURSE A5V PIPE (NO RE5AR)
<br />C CMU $HEAR WALL (5LOMS BETWEEN FILLED CELLS AIRE NOT
<br />TO BE FILLED UNLESS SHOWN ON THE PLAN)
<br />6-0' TOP OF MASONRY
<br />cJ'-4' TOP OF MASONRY
<br />eses 5EARINGG WALL 2X STUDS 0 IV O.C. W1 1/2' GYP. (UND. ON PLAN)
<br />2X STUD W1 1/2' GYP. (UMO. ON PLAN)
<br />PL.00R PL.AN NOTES:
<br />1.
<br />INSTALLATION INIF-ORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRMINGG INSPECTION (PER
<br />F5C 1103),
<br />3. *-DENOTES EGRESS WINDOW
<br />4. GARAGE DOOR SHALL BE LABELED WITH A PERMANIENT LABEL PROVIDED BY THE
<br />MANLIFACTURER.
<br />5. EXTERIOR WINDOWS 4 DOM SHALL BE LABELED WITH A PERMANENT LABEL,
<br />MAIRKINI5, OR ETC44ING PROVIDING TRACEA51LITY TO THE MANUFACTURER AND
<br />PRODUCT.
<br />6. LISTED WIND PRESSURES AT EACH OPENING AIRE ALLOWABLE STRESS DESIGN
<br />PRESSURES. FOR ULTIMATE DESIGN FRESSURIES SHALL BE PERMITTED TO BE
<br />DIVIDED BY 010.
<br />-!Q 1. OPENINGS BETUEEN THE GARAGE AND RESIDENCE WALL BE EQUIPPED W1 SOLID
<br />WOOD DOORS NOT LESS THAN 13/5' IN TWICME65, 50LID OR HONEYCOM5-COIRE
<br />STEEL DOM NOT LE65 THAN 13/8' THICK OR 20-MNUTE FIRE -RATED DOORS.
<br />8. DUCTS IN THE GARAGE ANID DUCT$ PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLIW-s FROM THE GARAGE SHALL BE CONSTRUCTED OF A MR
<br />NO. 26GA SHEET STEEL, 1- MINIMUM RIGID NONMETALLIC CLA65 0 OR CLASS I DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
<br />GARAGE
<br />Nourrms
<br />PROVIDE (1) 0 5 CONT. IN 8' P.C. LINTEL 4 (1) 0 5 IN 8' KO. BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />PROVIDE 5' P.C. LINTEL 4 (1) So IN 8' KO. BLOCK ABOVE, FILLED SOLID W/
<br />GROUT
<br />PROVIDE (1) # 5 CONT. IN 8" P.C. LINTEL W/ 2"RECESS 4 (1) 0 5 IN 8"K.O. BLOCK
<br />ABOVE, FILLED SOLID WITH GROUT
<br />PROVIDE (1) 05 IN 8' P.C. LINTEL FILL SOLID W1 GROUT
<br />(3) 2x4 COLUMN W/ 4-ed TOENAILS TOP 4 50TTOM
<br />(SIM) (2) 2x15 SPM HEADER W/ BLOCKING. PROVIDE (1) 2x( , JAM STUD a EA
<br />ENE) OF HEADER
<br />ALIGN (2) 2X4 STUDS BENEATH EACH TRUSS W1 4-&d TOENAILS TOP 4 50TTOM
<br />(2) 2X& 5PFJ2 5EAM W/ USP PTUJ20 a COLUMN 4 USP T141)28-2 MASONRY
<br />H44GER AT WALL END. EXTDO BEAM PAST COLUMNI TO SUPPORT GABLE
<br />TIRUSS
<br />(2) 2X8 SFM BEAM W1 USP T141)28-2 1444GER 0 SIDE BEAM,
<br />USING 6-16D 4 (6-101) NAIL$, AND USP HTW20 0 INTERIOR COLUIMN
<br />4X4 P.T. COLU-N ON CMU COLUMN BASE W/ (2) USIP TDL5 OR USIP PAU44 a
<br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XF` EPDXY OR EQUIV.
<br />FOR ANCHOR BOLTS
<br />NOTE:
<br />1. POWER BOX LINTEL (18 GAUGE) CAN BE USED N LIEU a PRECAST LINTEL FOR EQUAL DEPTH 4
<br />REINFORCEMENT INFO AS INDICATED ABOVE (IREFER TO POWER BOX LINTEL CATALOG FOR
<br />MORE INFO)
<br />ISSUANCE OF PLANS FROM THIS DESIGNER5 OFFICE SHALL NOT RELIEVE T14E
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />ADHEIRENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />CONSTRUCTIM
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADWERENCE TO
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF T14E
<br />DESIGNERS OFFICE FOR CORRECTION IBEFOIRE COMMENMMT OF ANY CONSTIRIUCTION.
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAI
<br />ARE MADE AFTER T14E FINAL PLANS HAVE BEEN COMPLETED $HALL 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 SWALL NOT BE WELD RESPONSIBLE.
<br />............ . . .. .. .. .. .. .. ..
<br />1111+01"N' 10
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flo6da 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineering.com
<br />CA 25948
<br />z
<br />C)
<br />z<
<br />Lu ILL
<br />z
<br />00
<br />z
<br />w
<br />Z Lu
<br />Lu �:
<br />_j
<br />C)
<br />ILO
<br />ca >_
<br />Lu Z
<br />-0
<br />>
<br />< Lu <
<br />Lu I , OL.
<br />L _u
<br />w
<br />Lu
<br />Lxu
<br />z 0
<br />< < <
<br />0 V)
<br />'0 (y)
<br />04 < 00
<br />U-i C) L0
<br />(y) (y)
<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 = ±0.1 8) 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 DRAWINGONLY.
<br />0 2019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRf1TEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02C)19-THESE DRAWINGS AND DESIGNSARETHE
<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 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 />CLARIFICATION
<br />02.07.19
<br />USE SIMPSON H10A ILO
<br />1.03
<br />USP RT16A
<br />VERSION NO. 1.03 02.07.19
<br />%
<br />it -J
<br />'4
<br />LLJ
<br />_j
<br />0
<br />0
<br />Lu 0 Z
<br />LO >_
<br />=) CN <
<br />-q- CN __j
<br />T_
<br />CZ4 - �2 'IT
<br />_j q- CD 10
<br />Lu LU C,) 10 :2 00
<br />uj
<br />Z) * * Lu U
<br />z ::E 1-4
<br />Lj Lj Lj
<br />3 V<) CL
<br />z
<br />Lu El El 7E�
<br />SHEET TITLE:
<br />FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 390221
<br />DATE ISSUED: 02.20.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
<br />00
<br />"It
<br />04
<br />
|