|
50'-01
<br />-
<br />(SPAN OVER +141/
<br />+241/ -26.4 P8F 140MPH 2 OPENINGS) I +26.1
<br />-26.4 P5F 140MPN
<br />/ -28.4 F'SF 145 MPH S
<br />fz�
<br />(SPAN OVER 1
<br />+23.4 / -25b P8F 140MPH 2 OPENINGS) ���
<br />nn,3aaa _.r�21:'Q3 >koo srA4aarfap»
<br />+26.1 / 28.4 PSF 145 MPH ® ®
<br />NB.
<br />I
<br />6066
<br />B i
<br />TEMP. S,GD. +252 / -215 PSF 145 MPN I
<br />_
<br />*E
<br />+241 / -26.4 P5F 140MPN +241 / -1b.4 P5F
<br />DIMENSION CONVENTION
<br />D
<br />\
<br />140hIPH
<br />DAN SCO
<br />g3
<br />26.1 / -28.4 P5 145 MPN 26J / -26A F'SF
<br />`
<br />45 MPH / �
<br />OVERALL & EXTERIOR OPENING DIMENSION
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />------------- -----------
<br />---e
<br />FROM OUTSIDE OF BLOCK
<br />p.813,645.0166
<br />\\N
<br />N
<br />645.9698
<br />f. .ansco
<br />www.danscoengineering.com
<br />/>
<br />CA 25948
<br />A MA5TER 5UITE
<br />IS-0 x 14-0 G
<br />S3 4 ' 4
<br />(SIM. SEE NOTE n GCs
<br />�\
<br />\
<br />CAF , o FAMILY ROOM ��
<br />12'-0' X 14'-41 t1' - i8'-4' x 20'-2' /
<br />\
<br />OUTSIDE FACE OF 8"
<br />NOMINAL BLOCK
<br />t
<br />o
<br />-
<br />8-0 CLG.
<br />FOR MORE II�O) S3
<br />u
<br />VAULT C C�`'
<br />!_ VAULT' CI G. /
<br />4" FRAME WALL U.N.O.
<br />- - -N.
<br />0
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<br />2' 0'
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<br />\
<br />lo FOUNDATION DIMENSION
<br />FROM OUTSIDE OF BLOCK
<br />o�Mlo
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<br />V DIA STD. STEEL PIPE
<br />1' 10' ` _
<br />\
<br />\ ` I
<br />\
<br />¢ 00
<br />FILLED SOLID V CONCRETE
<br />l \�
<br />\
<br />¢ i5
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<br />EM13EDED PIPE PROTECTED
<br />W/ CATALYZED POLYURETHANE
<br />i
<br />5LOP1; UP 2:12
<br />,ZJ,
<br />r
<br />o
<br />CONIC. BLAB, SEE PLAN
<br />DAV.
<br />LI
<br />VERTICAL REIN�FORCMENT IN CM.U, $NEAR WALL W/ (I -NO.5 BAR IN
<br />GROUTED CELL TYPICAL UN.O.i NOOK INTO TIE BEAM AT TOP 4
<br />84R
<br />AY.
<br />1
<br />I
<br />I I 34' NIGH 104EE °'
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<br />\ I
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<br />36 x22 ATTIC
<br />ACCESS
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<br />FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
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<br />I
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<br />°'
<br />1
<br />12 COUNTER
<br />EXTENSION °
<br />\ �\
<br />I I
<br />CMU $NEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO BE FILLED UNLESS SHOWN ON THE PLAN)
<br />Q
<br />^ Z
<br />0 3
<br />CONIC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER
<br />,,
<br />I
<br />OI
<br />.----1--�- -
<br />� ; �
<br />S'-0' TOP OF MASONRY
<br />COMP. SOIL, SEE PLAN
<br />I
<br />\�
<br />(I h// i
<br />;
<br />FIFE 50L L AFD DETAIL
<br />/
<br />I
<br />o
<br />I I \ b 6,
<br />I I \\,`� i/
<br />9'-4' TOP OF MASONRY
<br />Lu
<br />O u-J U
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<br />$GALE: 1/2'=1'-0'
<br />1 1
<br />WALL 2X STUDS 6 ib O.C. W/ 1/2 GYP. (UND.
<br />- FLEX
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<br />BEARING ON PLAN)
<br />r- (� w Q
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<br />- TF' ,:'' V VR PAN t 8U
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<br />12 1 13'-4' x II'-0'
<br />x Ib,, 8-0 CLG,
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<br />2X STUD UJ/ I/2 GYP, (UNO.ON PLAN)
<br />z Q
<br />Q Q
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<br />0" 2668
<br />"
<br />R_�00
<br />6' 0' 5'-0' 1'-2'
<br />.0`
<br />9' 6' 1 4'-0' to - ------------ 14 ----
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<br />��141�L NOTE:
<br />D \ 9 ` Cm.,NGT
<br />_
<br />P ; `"
<br />T
<br />6 4' HEAD T.
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION
<br />w U110
<br />c'7 M
<br />Q
<br />..
<br />- -
<br />l5) 5N.
<br />O.H.C.ONG
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />BEDROOM
<br />-r _� _
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />11.
<br />�, 12'-0' x 12'-0'
<br />2668
<br />_
<br />b'-��_
<br />ar n
<br />FBC II03).
<br />/� c p��c NI'
<br />3. *-DENOTES EGRESS WINDOW
<br />BEDROOM 3
<br />81-0' CLG
<br />III /L`
<br />N�ILLWAY .0
<br />8'-0' ICLG. M
<br />I
<br />-' I
<br />,
<br />�+
<br />- N
<br />°'140
<br />-
<br />4• DOSHALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />3 SEC. GUST,
<br />z
<br />p
<br />/
<br />MANUFACTURER
<br />MPH (Vasd=108MPH),
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />_@ 12'-0' X I1'-0'
<br />`�
<br />O w -
<br />C
<br />-
<br />5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />PRESSURE COEFFICIENT =�.18) 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 PORrION
<br />54
<br />A "`T I
<br />MARKING OR ETCHING PROVIDING TRACEABILITY t0 THE MANUFACTURER AND
<br />/
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<br />A
<br />PRODUCT.
<br />6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL 13E PERMITTED TO BE
<br />OFIHIS DRAWINGONLY.
<br />© 2018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WffHOUf WRffTEN
<br />CONSENT FROM LENNAR CORPORATION .
<br />_
<br />_ -
<br />DRIFR 1'hI'1T,
<br />I.�D�{�®M
<br />I D
<br />I4WY,
<br />+248 / -21D P5F 140MPH
<br />26.1 / -29I0 P5F 145MPH �Y
<br />ENTRY
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<br />DIVIDED BY �b.
<br />�y�pp� c^
<br />y /�p�j',�c �r�I� ��t p��� �In plc SHALL
<br />I. VI OPENINGS BETWEEN THE GARAGE AND K51DENCE 'SHALL BE EIQUII I GD W/ SOLID
<br />02018-THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT O THIS USE ISPT.ANITED. REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />I *EGRE55
<br />61TN RAN
<br />N D. W.
<br />' _ 8 '0 ICLG.
<br />WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID OR HONEYCOMB -CORE
<br />- 4
<br />\
<br />eO
<br />z
<br />A
<br />0
<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 />- -
<br />DATE
<br />DES ION
<br />12.12.17
<br />HEED.
<br />1.00 UPDATES
<br />iE
<br />-0' 3'-4' '-0' 6'-8' 6'-8' I co
<br />� v .C. 8'-0' CLG.
<br />LAv. - - -
<br />-
<br />- <,.
<br />B
<br />64
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
<br />r
<br />NO.26GA SHEET STEEL, I' MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS I DUCT
<br />54R WN.
<br />463)
<br />BOARD, OR APPROVED MATERIAL ANp SHALL NOT NAYS OPENINGS INTO THE14'WIDE
<br />$
<br />SOFFIT
<br />PROVIDE WEATHER `"
<br />STRIPPING AROUND
<br />GARAGE
<br />II c
<br />s8rRUCTURAL. NOTES
<br />POT - - - - - - - -
<br />10 I�
<br />- - -
<br />- - - - - - - - - - - - - - - - - -
<br />K
<br />HB. S3
<br />PIPE BOLLARD (W/
<br />PERIMETER OF DOOR \ , (4) 5H. i .
<br />,,
<br />METAL '\ , \--�----- �,
<br />SNOWE R/NB .n
<br />em -
<br />VERSION NO. 1.00 / 12.12.17
<br />Ib SQ x 36 N CMU
<br />OPTION GAS W.H. ONLY)
<br />SEE DETAIL A/2
<br />THRESHOLD \ \ E `° _
<br />` \
<br />s
<br />t�l PROVIDE (1); 5 CONT. IN 8"P.C. LINTEL 4 (1) 0 5 IN 8" KO. BLOCK ABOVE,
<br />I' 4' I'-4' 5' 4' I' 4' I0' 8' I' 4' COLUMN BASE
<br />360
<br />4' STEP -
<br />V10q
<br />q
<br />N CV
<br />FILLED SOLID WITH GROUT.
<br />O 8 LINTEL 4 (1) 5 IN 8 K0. ABOVE, FILLED SOLID W/
<br />��.G-py #Sr
<br />20 0
<br />15' 8'
<br />15' 0'
<br />8\ 4%,
<br />5 -8 , T w
<br />PROVIDE P.C. BLOCK
<br />TO GAR WALL
<br />u u
<br />-
<br />36'x22' ATTIC I
<br />ACCESS
<br />L ACE
<br />NOTE: WN. SHALL BE ELEVATED
<br />MIK 18' ABOYE GARAGE FF. W/
<br />\
<br />\ '
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<br />r 11
<br />PROVIDE (1) 5 CONT. IN 8 P.C. LINTEL W/ 2 RECESS 4 (1) 05 IN 8-KO. BLOCK
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<br />-
<br />OPTION GAS WN. ONLY
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<br />9 4 CLG \, \�
<br />(51M. W/OUT UPLIFT -
<br />W.C.
<br />ABOVE, FILLED SOLID WITH GROUT
<br />:- T, -
<br />SCALE: 1/4'=1'-0'
<br />CC \
<br />4 SEE NOTE *1 FOR k ` AV\
<br />K
<br />\ =
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<br />MORE INFO) � � ��� �
<br />, �
<br />® PROVIDE (1) 5 IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />'k `f •�
<br />/4
<br />S3
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<br />54R NB.
<br />O (3) 2x4 COLUMN W/ 4-M TOENAILS TOP 4 BOTTOM
<br />(SIM J
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<br />+21A / -23R1,4\PH
<br />D 431 / -Zb45 ��
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<br />G (2) 2X8 SPF�2 HEADER W/ BLOCKING. PROVIDE (1) 2xb JACK STUD EA
<br />'
<br />*****
<br />SYMBOLS NOTE TO TRUSS COMPANY: * * * * A * * * *
<br />ALIGN TR185E5 TO NOTE: A.H. STAND DIMENSIONS
<br />ALLOW FOR A.H.TO ALL INTERIOR ANGLE GAS=b'H.xMotW.x52'L.
<br />LINE OF GARAGE DOOR
<br />IN OPEN P051TION
<br />�--------------------�
<br />30'-0' x 20'-0'
<br />8'-0' CLG.
<br />�- --
<br />S3 \
<br />LINE OF GARAGE DOOR -- �(/
<br />IN OPEN P051TION
<br />-----� °O 3
<br />END OF HEADER
<br />O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-Ed TOENAILS TOP 4 BOTTOM
<br />�
<br />�
<br />O
<br />Lu N
<br />BUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEC = 24' N. x 36' W. x 51' L.
<br />BE ALIGNED.
<br />I
<br />- b'
<br />- - - ----
<br />2' -
<br />OS (2) 2X8 SPM�1 BEAM W/ U5P HTW20 e COLUMN 4 USP THD28-2 MASONRY
<br />(Section No. over Sheet No.) * * * * * * * * * * * * * * *
<br />I
<br />I
<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />Z �
<br />L'1
<br />ui
<br />I
<br />/
<br />TRUSS
<br />INTERIOR ELEVATION KEY
<br />(Elev. No. over Sheet No.) IREA TA5ULATIO�
<br />I
<br />I I
<br />ENT
<br />(2) 2X8 SPK BEAM W/ USP TH028-2 HANGER 9 SIDE BEAM,
<br />cn Q N = N
<br />w�
<br />,
<br />I
<br />I I
<br />BEDROOM --
<br />USING 6-lbp 4 6-ROD NAIL$, AND U5P HTW20 INTERIOR COLUMN
<br />W ±O
<br />W � Uj
<br />DETAIL KEY MODEL 26 m6
<br />I
<br />I I<
<br />I I
<br />I K I
<br />LG.
<br />K 12 0 x 11 0
<br />l0 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 B
<br />�-
<br />Z a w = w
<br />N �
<br />(Detail No, over Sheet No.) LIVING AREA 2>j-((o S�.
<br />gq
<br />I
<br />64
<br />I I
<br />S4 9 8"-0' CLG.
<br />�
<br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV.
<br />Z pr��
<br />❑
<br />GARAGE 67d SF.
<br />I6'-0' x 1'-0' O.N. GARAGE DR
<br />S'-0' x 1'-
<br />' O.H. GARAGE DR
<br />FOR ANCHOR BOLTS
<br />NOTE:
<br />u+
<br />-
<br />SHEET TITLE:
<br />FLOOR PLAN
<br />WINDOW SCHEDULE KEY
<br />\ (SEE WINDOW SCHEDULE SHT.) COVERED ENTRY - ELEV. W 5-1 5F.
<br />'B'
<br />+21.4 / -23b P5F 140MPH I
<br />4
<br />1. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />COVERED ENTRY - ELEV. 156 5F.
<br />+23.1 / -258 P$F 145MPF}
<br />*�`'--
<br />M0� INFO)
<br />�� STRUCTURAL NOTE
<br />TOTAL AREA W= 3301 5F, IV= 3406 5.F.
<br />o -� HOSE BIBS
<br />+223 / -253
<br />_ - _
<br />A �
<br />P5F 140MPN +261 J_2- P F 145N" �\
<br />A
<br />GENERAL NOTES &INFO
<br />SHEET INFORMATION:
<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 />H.B.
<br />+141 / -11.1
<br />---
<br />P5F 145MPH +26:1 / -29.� PSF 145Mh''�1
<br />- - --- -
<br />S3
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />JOB NO.: 380842
<br />��®� ���
<br />2' 8' 16' 0'
<br />2' 0'
<br />-
<br />81 01 1 /AI 31 4' -- 0' _- - b 8' __-_-- ---
<br />1U _--�
<br />b 8'
<br />CONSTRUCTION
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />DATE ISSUED: 06.25.18
<br />�
<br />29'-4'
<br />2'-0'
<br />5'-41
<br />Y 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 5F.
<br />SILL HEIGHT
<br />---
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT
<br />ARE ITIONAL FT MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />IF ANY MODIFICATIONS AIRE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER
<br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
<br />A
<br />255H
<br />38' X 63'
<br />0 -8'
<br />33312' WIDE X 2615' NIGH
<br />5,89 S.F.
<br />1'-b'
<br />-
<br />� ��
<br />1 -
<br />__- _-_-_ - _---------_--------__.-_-
<br />* I
<br />IR FLAN
<br />E; I,VI - '
<br />SCALE; 1J4 0
<br />B
<br />356H
<br />54' x 63'
<br />6'-8'
<br />48312' WIDE X 2615' HIGH
<br />881 SF.
<br />I'-b'
<br />C
<br />245H (TEMP)
<br />38' x 51'
<br />6'-8'
<br />33312' WIDE X 2015' NIGH
<br />4b8 5F.
<br />1'-6'
<br />N
<br />0-4
<br />V J
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<br />
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