|
50'-0'
<br />5'-4' 9' 4' - 6' 2'
<br />9' 6'
<br />5-4 1' 0'
<br />T-4'
<br />(SPAN OVER
<br />I
<br />2 ��) +13.4 / -15b PSF 140MPH
<br />+242/ -2b,4 PSF 140P1PEI
<br />A 26.1 / -28.4 PSF 145>
<br />l OPENINGS) +242/_-26.4 P5F 1 FOTH
<br />44.04a�"�„�a;,o R�Pq
<br />O O
<br />B B +252 / -215 PSF 145 MPH 6068 TEMP. SGD.
<br />I
<br />S3 HB.
<br />_
<br />© �� +16.1 l -28.4 PSF 145 MPH
<br />D
<br />p
<br />W MNH ,242/-26APSF 140MPH ` \ ,
<br />*ASS
<br />DIMENSION CONVENTION
<br />DANSCO
<br />+242/-6AF%
<br />>:
<br />\\
<br />PSF 145 MPH +26.1 / -28.4 PSF 145 MPH
<br />\\
<br />gg
<br />ENGINEERING, LLC
<br />\`
<br />- 12'-0'
<br />`
<br />OVERALL & EXTERIOR OPENING DIMENSION
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />------- - -- -- -- ---- --- --- -
<br />FROM OUTSIDE OF BLOCK
<br />p• 813.645.0166
<br />-
<br />r -
<br />-----
<br />cv-'\
<br />f.813.645.9698
<br />www.danscoongineering.com
<br />\` \\
<br />CA 25948
<br />FAMILY ROOM � . GAGE
<br />��
<br />�
<br />M_ 5T��2 SUITE
<br />OUTSIDE FACE OF 8"
<br />18'-4' x 10'-2' `" 12'-0�x 14' 4"._
<br />-
<br />(51K SEE NOTE #1
<br />_A_ - - A
<br />18'-0' x 14'-0' S3
<br />NOMINAL
<br />NAL BLOCK
<br />o
<br />N
<br />VAULT GLG. VAULT CLG.
<br />-=- -
<br />S3 FOR MORE INFO)
<br />8'-0' GLG. `t
<br />-
<br />4 FRAME WALL U.N.O.
<br />z LL
<br />�------------ - - - -------.�
<br />9'-4'
<br />Y^
<br />2 0
<br />a `n cn o
<br />`y�
<br />O
<br />- FOUNDATION DIMENSION
<br />CL ui �
<br />\`\ \''
<br />6' DIA STD. STEEL PIPE
<br />FILLED SOLID V CONCRETE
<br />I
<br />e
<br />-
<br />FROM OUTSIDE OF BLOCK
<br />Ce
<br />CL aQ
<br />o
<br />z
<br />\
<br />�
<br />I
<br />EMBEDED PIPE PROTECTED '°
<br />SLOPE UP 2:12 I
<br />\
<br />-I-O 2668
<br />z uj
<br />Lu
<br />J
<br />�����
<br />W/CATALYZED POLYURETHANE
<br />\
<br />o
<br />CONIC- SLAB, SEE PLAN
<br />`�
<br />\ ' \
<br />��
<br />VERTICAL REINFORCMENT IN CM.U. SHEAR WALL W/ (I -NO. S BAR IN
<br />CELL TYPICAL UND.t
<br />`O
<br />�
<br />I
<br />StR
<br />- -
<br />1 l LAY.
<br />GROUTED HOOK INTO TIE BEAM AT TOP t
<br />34' HIGH KNEE I I
<br />\
<br />WALL BELOW
<br />\
<br />F IZu
<br />3b'x22' ATTIC
<br />;LAV.
<br />ac ` -- -
<br />FIX 11NCx AT BOTTOM.)
<br />\ \ �.. >`
<br />10'-4' 4'-0' I
<br />o I
<br />I
<br />ACCESS
<br />,'
<br />FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
<br />V)
<br />LLI
<br />\
<br />4'-8' T-2' _0.
<br />��
<br />8' 10'
<br />�
<br />T _r ---
<br />- - - -- --\ III'
<br />r
<br />\
<br />\ .
<br />11' COUNTER I - ._ , �
<br />p 1 \e
<br />EXTENSION I I �� _J v•,
<br />`r
<br />I
<br />� O � I
<br />�I-�'� `9
<br />- ©
<br />2668 MA5TE� 4TN
<br />8'-0' CL . ,
<br />CM SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO BE FILLED UNLESS SHOWN ON THE PLAN)
<br />Q
<br />W Q
<br />� ^ ZO
<br />CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER
<br />o
<br />10 I
<br />8
<br />2
<br />\
<br />_
<br />COMP. SOIL, SEE PLAN
<br />a _ I I
<br />\
<br />T$.\ `
<br />8 -0 TOP of MASONRY
<br />CL >
<br />o }}�� I t I
<br />I I P 50 � L 1� �[) D E I >� I J�
<br />A
<br />\ �\�� v� \` I I
<br />I I
<br />`
<br />I
<br />I I
<br />� - �. `. \ � - -
<br />/ _
<br />-�`�
<br />V-4' TOP OF MASONRY
<br />Q� w Q
<br />= r1
<br />w !:!:L
<br />�0�� Lu
<br />SCALE: 1/2'=1'-0'
<br />2
<br />CX e -_
<br />FLEX
<br />LE
<br />\` I
<br />��' x'� - '\
<br />�- >
<br />BEARING WALL 2X STUDS 9 IV OL. W/ 1/2' GYP. (UND. ON PLAN)
<br />w x Q
<br />��1
<br />\�,,KI HEN
<br />� - - --- - -
<br />-- -- br�.'�.3$' PIE�FAB _ .
<br />� �
<br />---
<br />OB
<br />I , I ,
<br />B -4 x II -0
<br />I
<br />54R
<br />t TA..
<br />z `= 0
<br />IV-61
<br />8'-0' CLG {�"' x '�'
<br />R PAN
<br />r
<br />2X STUD W/ I/2' GYP. (UNO.ON PLAN)
<br />Q �O Q
<br />6'
<br />IV
<br />9' CLG. \
<br />14'-0' 8' `" 4'-0' 9' b \
<br />2668
<br />`' `;'
<br />I'-2' 5' 0' 6'-0'
<br />U
<br />-
<br />-
<br />\ _
<br />- -
<br />\.\\
<br />- - - - - -- - FD �
<br />-- -- - --- -- - -� ---- -- --- -
<br />FLOOD' PL41N NOTES:
<br />� N Q �
<br />�� 9'-4''Gi IG. s7. D
<br />\3O 83
<br />8
<br />4 I$Ap HGT. REF,
<br />`
<br />PITY v\
<br />\ 13`=0' GL
<br />'�'
<br />I INSTALOLApONTAPPROVAL INFORMA110N SETS FOR DOOR ANp WINDOW TABLES AND
<br />Lu (� LO
<br />c� M
<br />J
<br />-- - -- --
<br />-
<br />Q
<br />-
<br />- -
<br />_
<br />OJaI.
<br />l5)
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />:
<br />BEDROOM 4
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />%,
<br />I
<br />-6'
<br />-
<br />2668
<br />12'-0' X 12'-0'
<br />v
<br />FBC II03).
<br />3• *-DOTES EGRESS WINDOW
<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL.
<br />T
<br />�
<br />BEDROOM 3
<br />�,
<br />N r
<br />O ~ S1
<br />�, I I �,
<br />HALLWAY
<br />,
<br />8 -0 CLG.
<br />4. GARAGE DOOR SHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />11''0' II'-0' 0
<br />I
<br />_% I
<br />i
<br />8'-0' GLG•
<br />�
<br />y��33
<br />�
<br />MANUFACTURER
<br />140 MPH (Vasd=108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />X
<br />-
<br />Q,c
<br />►-
<br />* A TEMP.)
<br />5. EXTERIOR WINDOWS t DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />PRESSURE COEFFICIENT = t0.18) WIND ZONE
<br />- RA -- -- - - --
<br />8'-0' CL'G. HGT. o
<br />U.;
<br />� \
<br />B
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />THIS DRAWING AND DESIGN A D SE FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />J
<br />54
<br />PRODUCT,
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY
<br />3 I
<br />II 8
<br />2
<br />8
<br />_
<br />1 1 1
<br />5 -0 4 -6_ -0
<br />6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />®2018 LENNAR CORP -THIS PLAN MAY NOT BE
<br />�_
<br />BEDROOM 2
<br />I
<br />AL e
<br />-4 GLG.
<br />\
<br />\`
<br />\ DRYRYCE�/R�VpE/N�T
<br />L DRY. HAN"
<br />/
<br />A
<br />- //� -
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />DIVIDED BY 01o.
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM IENNARCORPORATION.
<br />CJ'�i
<br />-- - - -- -
<br />PROPERTY OF DIGS AND DESIGNS ARE THE
<br />Q 4248 -110 f Nf- MMf/I II-rf
<br />-} p� TA�Mp, I
<br />�'
<br />�A
<br />II'-0' X I2'-0'
<br />I
<br />i=-
<br />r�X
<br />� x601 tQ
<br />\\
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />JOINT
<br />THE CLIENT OS PROJECT. ANY EPERODUCTIONND
<br />26• I l -1p rNf
<br />JY/ M7JI II T9 EGRE55* ENTRY
<br />I I
<br />`
<br />1
<br />8 -m CLG.
<br />\
<br />+
<br />8 -m CLG. ,fl
<br />W D. n
<br />F �.
<br />R AN Afi.. 3
<br />1
<br />WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID OR HONEYCOMB -CORE
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />1 , I
<br />8-0 CLG. I I
<br />2
<br />\
<br />- - - -
<br />t -\\
<br />STEEL DOORS NOT LESS THAN 13/8' THIM OR 20-MINUTE FIRE -RATED DOORS.
<br />_REVISION:
<br />DATE DESCRIPTION
<br />O
<br />m
<br />1
<br />B
<br />\
<br />;
<br />W,I.C. \
<br />8'-0' GLG.
<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 MIN.
<br />- 6TH Eo. oI ) FBC
<br />12.12.17 1.00
<br />-
<br />- - ELEV. RL1S LAYOUT-
<br />07_31.18 1.01
<br />0' 3' 4' 0' 2' s
<br />S4
<br />CWJ4) StR
<br />°
<br />_--J (;v5
<br />'� �_
<br />NO, 26GA SHEET STEEL, I' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
<br />REVI ED
<br />14' WIDE I I
<br />PROVIDE WEATHER
<br />S3
<br />----
<br />9 10 g
<br />FLAT SOFFIT
<br />..........
<br />_
<br />GARAGE
<br />_
<br />- - -- --
<br />SHOWERMZ z.,
<br />STRUCTURAL NOTES
<br />- - - - - - - - - - - - -
<br />-
<br />`t I0 Ila v
<br />(4)SH.
<br />\
<br />PERIMETER OF DOOR
<br />K'
<br />u'
<br />-- -
<br />VERSION NO. 1.01 / 07.31.18
<br />-
<br />------------- ------
<br />COMBO
<br />\
<br />\
<br />SAL
<br />PIPE BOLLARD lW/
<br />H$
<br />_---
<br />LIMN
<br />TI ESHOLD
<br />OPTION GAS WJa• ONLY)
<br />Ol PROVIDE (1) • 5 CONT. IN V PL. LINTEL t (1) 5 IN 6'K.O. BLOCK ABOVE,
<br />16'5Q x 36'H CM
<br />COLUMN BASE I' 4' 10' 8' 1'-4' 5'-4' 1'-4' 1' 4'
<br />\
<br />4' STEP
<br />SEE DETAIL A/1
<br />FILLED SOLID WITH GROUT.
<br />20'-0' 30'-0'
<br />,w
<br />'A
<br />'- 5' 8'
<br />1, F
<br />4
<br />\'
<br />9' 8'.
<br />\`
<br />15' 0'
<br />�:�-. -8'
<br />O2 PROVIDE W P.C. LINTEL t (1) W7 IN V KO. BLOCK ABOVE, FILLED SOLID W/
<br />TO GAR WALL
<br />®�* 1 11511
<br />f �� FLOORFLAN
<br />G` cw
<br />°- '�
<br />BATH 2
<br />--
<br />-
<br />--
<br />NOTE: W.H. SHALL BE ELEVATED
<br />MIN 18' ABOVE GARAGE FF. W/
<br />---- -- ---- -- -
<br />-
<br />13b'x22'ATTIC
<br />ACCESS
<br />J -
<br />GROUT
<br />3 PROVIDE (i) 5 CONT. IN S" P.C. LINTEL W/ 2" RECESS t (U 5 IN 8"K0. BLOCK
<br />O
<br />y
<br />V=
<br />�� I
<br />2
<br />SCALE: 1/4' = I'-O'
<br />WL•
<br />LAV.
<br />1
<br />9 -4 G!_G. -
<br />(SIN uuour UPLIFT
<br />t SEE NOTE "1 FOR
<br />OPTION GAS WA ONLY
<br />- -- -
<br />ABOVE, FILLED SOLID WITH GROUT
<br />k ..
<br />4 PROVIDE (ll 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />MORE �)
<br />r,4
<br />-
<br />HB•
<br />- - - -
<br />+21.4 -238 PSF
<br />S3
<br />ISIMJ
<br />O (3) 2x4 COLUMN W/ 4-Sd TOENAILS TOP t BOTTOM
<br />O6 (2) 2x8 SPK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD ® EA
<br />-
<br />StR
<br />PSF 14
<br />D
<br />3 CAR C�ARACxE
<br />83
<br />END OF HEADER
<br />* * * * *
<br />SYMBOLS NOTE TO TRUSS COMPANY: NOTE * * * AH. STAND DIMENSIONS *
<br />ALKN TRUSSES TO ALL INTERIOR ANGLE GAS = 6' H. x 36' W. x 52' L
<br />ALLOW FOR AA TO
<br />5' B
<br />. DRV
<br />3
<br />/
<br />LINE
<br />OOF PEN POSITION DOOR
<br />F_- - - -. -- -
<br />30'-0' x 20'-0'
<br />8'-0' CLG
<br />-- -- - 7 -- - -- -- -- --
<br />LINEIN OF
<br />FN POSITIONGEDOOR
<br />- - - -- - - - - - - -- -- -- -1
<br />ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP t BOTTOM
<br />O8 (2)1X8 SPM BEAM W/ USP HTW20 s COLUMN t USP TH025-2 MASONRY
<br />C
<br />U
<br />= --
<br />°uJ
<br />O�NBUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEG: = 24 H. x 36 W. x 52 L.
<br />8
<br />4 6
<br />I
<br />I
<br />I
<br />CO a-
<br />BE �p * * * * * * * * * *
<br />(Section No. over Sheet No.)
<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />_
<br />* * * * *
<br />I
<br />I
<br />TRUSS
<br />--� u, a-
<br />�' z
<br />ry-
<br />INTERIOR ELEVATION KEY
<br />ENTRY
<br />I I
<br />I
<br />O9 (2) 2X8 SPK BEAM W/ USP THD28-2 HANGER e SIDE BEAM,
<br />H Q � � N
<br />dw
<br />(Elev. No. over Sheet No) AREA TA5ULAT I ON
<br />�
<br />BEDROOM 3
<br />I
<br />I I
<br />I
<br />USING 6-16D < 6-100 NAILS, AND USP WTW20 a INTERIOR COLUMN
<br />�L; N z o
<br />MODEL 26m6
<br />DETAIL KEY
<br />11'-0' x II'-0'
<br />9'-4
<br />CLG
<br />K
<br />I I
<br />K
<br />I
<br />K
<br />10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP P4144 9
<br />Z Q uj s I j
<br />L
<br />(Detail No. over Sheet No.) LIVING AREA 2516 5F.
<br />8 -0 CLG.
<br />I I
<br />I 54 I
<br />I
<br />I
<br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV.
<br />FOR ANC 4OR BOLTS
<br />Z rn L I-
<br />GARAGE 614 SF.
<br />x 1'-0' O.H. G
<br />RAGE DR
<br />lb'-O' x 1'-O' O.H. GARAGE DR
<br />__- __ --- _-_ _
<br />NOTE:
<br />W
<br />- -- --- -
<br />WINDOW SCHEDULE KEY
<br />O (SEE WINDOW SCHEDULE SHT.) COVERED ENTRY - ELEV. 'A' 51 5.F.
<br />'B'
<br />4
<br />�
<br />��
<br />�-258
<br />�---
<br />L POWER Box LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL. DEPTH t
<br />�� AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />SHEET TITLE:
<br />FLOOR PLAN
<br />-- -
<br />---
<br />COVERED ENTRY - ELEV. 156 5F.
<br />*EGRESS
<br />`J
<br />`-� +23� % PSF�MrH
<br />MORE �)
<br />�� STRUCTURAL NOTE
<br />-
<br />r
<br />���
<br />GENERAL NOTES & INFO
<br />o HOSE BIBS TOTAL AREA 'A'= 3301 5F. 'B'= 340(o S.F.
<br />A
<br />2 ® +248 / -211d PSF
<br />%140MPH
<br />_
<br />___
<br />+223 / -153 PSF
<br />WOMrH
<br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT (RELIEVE THE
<br />SHEET INFORMATION:
<br />HB.
<br />S3
<br />+26.1 / -29D PSF
<br />145MPH
<br />+242 / 21.1 PSF
<br />145MPN
<br />BUILDER OF RESPONSIBILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />JOB NO.: 381320
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />WINDOW u
<br />�����I I��
<br />6-8'
<br />6'-8'
<br />'-0'
<br />3'-4'
<br />'-0'
<br />8'-0'
<br />2'-0'
<br />-- --------------1h�-01--------------
<br />- ------------- 2-8'
<br />CONSTRIIGTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />DATE ISSUED: 10.09.18
<br />--
<br />V�®�
<br />13'-4'
<br />5'-4'elk
<br />2'-0'Ilk
<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: TH
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />CLEAR OPENING SR
<br />SILL HEIGHT
<br />50'-01
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT
<br />ARD � DEAFTR. THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<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 />25SH
<br />38' X 63'
<br />b'-8'
<br />333W WIDE X 2625' NIGH
<br />528 SF.
<br />I'-b'
<br />-- __ -- I_
<br />---
<br />SC
<br />:E7-t�=V-V
<br />-_
<br />B
<br />35SH
<br />54'x 63'
<br />b'-8'
<br />48311'WIDE X 2625'HIGH
<br />881 SF.
<br />I'-b'
<br />G
<br />24SH (TEMP)
<br />38' x 51'
<br />6'-8'
<br />33312' WIDE X 2025' NIGH
<br />4b8 SF.
<br />2'-6'
<br />CV
<br />O
<br />5
<br />00
<br />L0
<br />r--
<br />
|