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50'-0'
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<br />54 94 62
<br />9-6
<br />54 10
<br />14
<br />(SPAN OVER
<br />2 OPENINGS) +23.4 / -25.6 P5F 140MPN
<br />+242/ -26.4 PSF 14OMPH
<br />A +26.1 / -28.4 PSF 145 MPH
<br />(SPAN OVER
<br />I 2 OPENINGS) +242/ -26.4 PSF 140MPN
<br />O 0
<br />B B +252 / -215 PSF 145 MPN 6066 TEMP. 5GD.
<br />I
<br />S3
<br />NB•
<br />® ® +26.1 / -28.4 PSF 145 MPH
<br />\
<br />*EGRESS
<br />DANSCO
<br />+242 / -
<br />6.4 P5F 140MPN +242 / 26.4 FSF 14OMPH
<br />DIMENSION CONVENTION
<br />\ \ +26.1 / -2
<br />.4 PSF 145 MPH +26.1 / -28.4 P5F 145 MPH J
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<br />ENGINEERING, LLC
<br />\
<br />19 0 /,t,2/ 0
<br />19 -0r
<br />OVERALL & EXTERIOR OPENING DIMENSION
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />FROM OUTSIDE OF BLOCK
<br />p.813.645.0166
<br />N
<br />/' ' / ", /
<br />f. 813.645.9698
<br />www.donscoengineering.com
<br />CA 25948
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<br />OUTSIDE FACE OF 8"
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<br />8'-0' CLG. -
<br />4' FRAME WALL U.N.O.
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<br />0
<br />9'4' EIL1 / x/
<br />2'0'
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<br />6' DIA STD. STEEL PIPE
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<br />FILLED SOLID W/ CONCRETE -
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<br />VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN
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<br />34' HIGH KNEE ;' ,.. I
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<br />WALL BELOW
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<br />FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
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<br />2'
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<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO BE FILLED UNLESS SHOWN ON THE PLAN)
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<br />12' COUNTER _ l
<br />EXTENSION I I ®
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<br />CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER
<br />I I 0 U, A6'
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<br />�' 8'-0' CLG.
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<br />m
<br />COMP. SOIL, SEE PLAN
<br />8'-0' TOP OF MASONRY
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<br />53 FOR MORE
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<br />9'-4' TOP OF MASONRY
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<br />SCALE: I/2'=1'-0'
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<br />11'-0'
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<br />- - -
<br />I
<br />- 6 '
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<br />13'-4' x
<br />8'-0' CLG.
<br />11`-0' x 16'-10'
<br />54R
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<br />2X STUD W/ 1/2' GYP. (UND. ON PLAN)
<br />9'N.
<br />-4: CLG.
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<br />14'-0' 8'
<br />41.01 '. 9' b'
<br />2668 8
<br />I' 2'
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<br />6' 0'
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<br />FLOOR fi�L,41�1 NIOTrms:
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<br />9'-4' CL'G. WGT. D
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<br />61
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<br />3 53
<br />=
<br />8'
<br />4' HEAD HGT.-
<br />- _ - REF. -
<br />�'�' CLG
<br />1. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />M �
<br />.o
<br />......._........... _ _
<br />OTC
<br />(5) SH.
<br />2. ALL PLUM131%, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />�
<br />F_
<br />.-E
<br />BEDROOM
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />�p
<br />TO THE BEST OF THE ENGINEER'S
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<br />`r
<br />FDIC 1103).
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<br />�'
<br />6'
<br />2668
<br />12'-O' x 12'-0'
<br />3. *-DENOTES EGRESS WINDOW
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />Q
<br />BEDROOM 3
<br />`" `='I
<br />m
<br />HALLWAY
<br />V 0' CLG.
<br />4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />_
<br />�I
<br />8 -0 CLG.
<br />#y 2
<br />MANUFACTURER
<br />140 MPH (Vold=108MPH), 3 SEC. GUST,
<br />EXPOSURE 'C" ENCLOSED (INTERNAL
<br />12'-0' x 11'-0' e I
<br />!� "
<br />Lu ®(TEMP)
<br />5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />PRESSURE COEFFICIENT ±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED SEALED.
<br />8' m' cL'G. HGT.
<br />I
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<br />a
<br />°C
<br />'a
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<br />MARKING OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />�
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<br />/ F
<br />54
<br />PRODUCT.
<br />AND
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />THISDRAWING ONLY.
<br />218
<br />,
<br />-
<br />I , ' ,,iOF
<br />5 0 4 6
<br />I
<br />6 D
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<br />6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />© 2020 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />BEDROOM 2
<br />ALL -
<br />_
<br />i
<br />/
<br />/ /D Y
<br />53
<br />-10
<br />'4 N
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />_ NSENT FROM LENNAR CORPORATION.
<br />`�
<br />02020-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 />+248 / -21.0 F'SF 14+0`1PN
<br />/ 290 145MPH
<br />S3
<br />�- I I- '
<br />II 0 x 12 0
<br />I 1 0
<br />-4 CLG. _�
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<br />a.n
<br />_
<br />DIVIDED BY 0.6.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />1
<br />34 x60
<br />+26.1 PSF EGRESS* ENTRY
<br />8'-0' CLG.
<br />8 - CLG
<br />W. D.
<br />-F
<br />R AN
<br />A 3 ' .
<br />WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS SOLID OR HONEYCOMB -CORE
<br />z
<br />/
<br />STEEL DOORS NOT LESS THAN 13/8' THICK, OR 20-MINUTE FIRE -RATED DOORS.
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />DATE
<br />DESCRIPTION
<br />12.12.17
<br />6TH (2017) FBC
<br />1.00
<br />-
<br />1 1 I 1 I- 11 `�
<br />I
<br />B
<br />-�'
<br />8'-0' CLG.
<br />I
<br />WC
<br />.-
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN,
<br />ATES
<br />o7.31.1s
<br />1.01 ELEV. TRUSS LAYOUT
<br />REVISED
<br />6 8 6 8 0 3 4 0 2 8 T
<br />54
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<br />NO. SHEET STEEL, I' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT
<br />01.25.19
<br />1.02 BEARING WALL NOTE
<br />CLARIFICATION
<br />e M I
<br />K WH.
<br />S3
<br />S4R
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
<br />WALLGARAGE
<br />02.07 19
<br />USP RTI6AUSESIMPSON H10A ILO
<br />1.03
<br />14 WIDE I0 9
<br />n
<br />_
<br />PROVIDE WEATHER
<br />A
<br />(4) SH.
<br />- - - - - - FLAT SOFFIT - - - - -
<br />`r I0 10
<br />_
<br />SNOWER/TUB
<br />STRIPPING AROUND
<br />PERIMETER OF DOOR
<br />LLILL �9
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<br />Jt L,i C TU� i_ O t
<br />06.12.19
<br />1.04 ELEV. B. ADDED SALES
<br />OFFICE P
<br />OF IC OPTION
<br />VERSION NO. 1.04 / 06.12.19
<br />-
<br />- - - - - - - - - - - - -
<br />z.z
<br />METAL
<br />PIPE BOLLA W/
<br />RD (
<br />S3
<br />H B.
<br />(.IN N ..
<br />- - - - - - -
<br />- COMBO
<br />rHRESNOLD
<br />OPTION GAS W.N. ONLY)
<br />lO PROVIDE (1) 0 5 CONT. IN 8" P.C. LINTEL 4 (1) 5 IN 8" KO. BLOCK ABOVE,
<br />16'SQ x 36'H CMU
<br />SEE DETAIL A/2
<br />FILLED SOLID WITH GROUT.
<br />COLUMN BASE I' 4' 10'-8' 1'-4' 5'-4' I' 4' 1' 4'
<br />2' BF.
<br />4' STEP
<br />�a.a �
<br />1 1 1 1
<br />20 -0 30 -0
<br />*- '_ 5' 8'
<br />..
<br />4`=@' V�°.,
<br />..
<br />9' 8'
<br />15'-0'
<br />- - -
<br />4 1
<br />O2 PROVIDE 8 P.C. LINTEL (U #5 IN 8 KO. BLOCK ABOVE, FILLED SOLID W/
<br />r..��f�
<br />TO GAR WALL
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<br />E L E
<br />GROUT
<br />3 PROVIDE (1) 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) �' 5 IN 8" KO. BLOCK
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<br />FOYER
<br />--
<br />NOTE: W.H. SHALL 13E ELEVATED
<br />MIN IS ABOVE GARAGE FF. W/
<br />I 36'x22'ATTIG
<br />ACCESS
<br />L J
<br />=
<br />PARTIALfR F� IV a
<br />2W.C.
<br />SCALE. 1/4 =I'-0
<br />'
<br />LAY.
<br />..9'-4'61_G. _..
<br />-
<br />(SIM. W/OUT UPLIFT
<br />5 4 NOTE'1
<br />OPTION GAS WN. ONLY
<br />- - -
<br />ABOVE, FILLED SOLID WITH GROUT
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<br />v
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<br />SEE FOR
<br />® PROVIDE (U 05 IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />MORE INFO)
<br />H.B. 54R
<br />@
<br />O5 (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />S3
<br />"'
<br />+21.4 ; 23B 1
<br />'... PSF
<br />H
<br />H
<br />-
<br />3 CAR GARAGE a
<br />(SIM)
<br />O6 (2) 2x8 SPF"2 HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD a EA.
<br />ti
<br />p
<br />END OF HEADER
<br />SYMBOLS NOTE TO TRUSS COMPANY: NOTE * * * AN. STAND DIMENSIONS *
<br />ALIGN TRUSSES TO
<br />5 B
<br />. DR
<br />S3
<br />IN OPEN POST GARAGE D�
<br />30'-O' x 20'-0'
<br />8'-0' CLG.
<br />LINE
<br />IN E OF AR POSITION D�
<br />O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-Sd TOENAILS TOP 4 BOTTOM
<br />ALLOW FOR A.H. TO ALL INTERIOR ANGLE GAS = 6' H. x 36' W, x 52' L.
<br />3
<br />(-- - - - - -
<br />- -- - 7 I- - - - - - -
<br />- - - - - - - - - - - - - -
<br />OS (2) 2X8 SPF"2 BEAM W/ USP HTW20 is COLUMN 4 USP THD28-2 MASONRY
<br />� p m-
<br />W
<br />BUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEC.: = 24' H. x 36' W. x 52' L.
<br />BE ALIGNED. *
<br />S'
<br />4'
<br />6'
<br />°^
<br />I I
<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />z O
<br />(Section No. over Sheet No.) * * * * * * * * *
<br />* * * * *
<br />I I
<br />TRUSS
<br />LL
<br />INTERIOR ELEVATION KEY
<br />i
<br />I I
<br />O9 (2) 2X8 SPF"2 BEAM W/ USP THD28-2 HANGER a SIDE BEAM,
<br />uj 0 3
<br />H ¢ v N
<br />(Elev. No. over Sheet No.) AREA TA5ULATION
<br />EN
<br />RY
<br />USING 6-16D 4 6-10D NAILS, AND USP HTW20 0 INTERIOR COLUMN
<br />W W"t >
<br />�
<br />BEDROOM 3Lu
<br />DETAIL KEY MODEL 2606
<br />12' 0' x Il' 0' e
<br />9'-4
<br />CLG.
<br />I I
<br />10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 e
<br />z .2 w w LL;
<br />Q
<br />(Detail No. over Sheet No.) LIVING AREA 2516 S.F.
<br />8-° CLG"
<br />`�
<br />K -
<br />s4
<br />I K i
<br />54
<br />K
<br />s4
<br />BASE, PROVIDE MIN. &' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV.
<br />(9 V) °- a_ (I -
<br />z
<br />FOR ANCHOR BOLTS
<br />W
<br />GARAGE 614 S.F.
<br />1' -0' O.H. G
<br />RAGE DR
<br />16'-0' x 1'-0' O.H. GARAGE DR
<br />NOTE:
<br />-
<br />I
<br />SHEET TITLE:
<br />FLOOR PLAN
<br />WINDOW SCHEDULE KEY
<br />(SEE WINDOW SCHEDULE SHT.) COVERED ENTRY - ELEV. `,4' 51 5 F
<br />4
<br />I +21A / -238 PSF 14OMPH
<br />1. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />EMENT W AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />--
<br />@
<br />COVERED ENTRY - ELEV. 5 156 5.F,
<br />*EGRESS
<br />_
<br />+23.1 / -25.8 PSF 145MPH
<br />MORE W)
<br />-� STRUCTURAL NOTE
<br />-
<br />GENERAL NOTES &INFO
<br />O-+ HOSE BIBS TOTAL AREA "A'= 3301 S.F. 11511= 3406 5F
<br />2 ® +24.8 / -21D PSF
<br />140MPH
<br />SHEET INFORMATION:
<br />A
<br />14OMPH
<br />+223 / -253 FSF
<br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE
<br />N"B.
<br />S3
<br />+26.1 / -291D P5F
<br />145MPN
<br />+242 / -1'1.1 PSF
<br />145MPH
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />JOB NO.: 390743
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR t0 COMMENCEMENT OF ANY
<br />WINDOW ������
<br />6'-8'
<br />6'-8'
<br />'-0'
<br />3'-4'
<br />'-0'
<br />8'-0'
<br />_
<br />2'-0'
<br />16'-0' 2'-8'
<br />CONSTRUCTION.
<br />DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE t0
<br />DATE ISSUED: 05.14.20
<br />'11ANY
<br />�_
<br />13' 4'
<br />5' 4'
<br />2'-0'
<br />29'-4'
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION.
<br />DRAWN BY: JH
<br />REVIEWED BY: SG
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING SF.
<br />SILL HEIGHT
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT
<br />ARE MADETHE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />AFTER 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 />2
<br />A
<br />255H
<br />38' X 63'
<br />b'-8'
<br />33312' WIDE X 2625' NIGH
<br />5B9 SF.
<br />I'-6'
<br />___50'-0'
<br />�®®� �
<br />SCALE:
<br />�I V
<br />I/4'=1'-0'
<br />B
<br />355H
<br />54' x 63'
<br />6'-8'
<br />48312' WIDE X 2625' HIGH
<br />SBI SF.
<br />I'-6'
<br />C
<br />24SN (TEMP)
<br />38' x 51'
<br />6' -8'
<br />33312' WIDE X 2025' NIGH
<br />4b8 SF.
<br />2'-b'
<br />
|