|
b' DIA STD. STEEL PIPE
<br />FILLED SOLID W/ CONCRETE
<br />EMBEDED PIPE PROTECTED
<br />W/ CATALYZED POLYURETHANE
<br />CONC. SLAB, SEE PLAN
<br />........ . .
<br />PRE-ENGINEERED WOOD TRUSS 9
<br />24'O/C MAX
<br />HURRICANE ANCHOR PER UPLIFT
<br />Y� SCHEDULE
<br />DBL, SPF. TOP PLATE
<br />1x SPF. STUDS a lb' O.C.
<br />CONC. FOOTING, SEE PLAN 6 MIL VAPOR BARRIER USP MSTAM24 (OR EQUAL) W/ M)10d-
<br />COMP. SOIL, SEE PLAN INTO STUD 4 (5)1/42-114' TAPCNS
<br />I I INTO CMU
<br />PIPE IPE 5OLLARID [DETAIL � STUD 8)OREQI/4 TA (13)1 d
<br />SCALE: 1/2 = I -0 INTO CMU BOTH SIDES OF WALL 6 EA
<br />STUD (CENTER STRAP e TAM.)
<br />(1) ROW 2x 5LOCKNG 0 MID HGT.
<br />ll2' CDX PLYWOOD OR 1/Ib' OSB SHEATHING FOR WALL HGr, S 8'-6'. l2) ROWS
<br />WALL SHEATHING, SEE TYPICAL
<br />2-5TORY WALL SECTION DETAIL
<br />2 ROWS, 5/8'xl0' 'J' BOLT W/ 8'
<br />EMBEDMENT STAGGERED -+ 24'
<br />O.C., W/ 2' DIA x �r,' WASHER
<br />2'x8' P.T. PLATE
<br />WEEP SCREED INSTALLED PERzo
<br />MANUF.
<br />*D.. 8'x8'xlb' K.O. BLOCK W/ (1) 5 CONT. 4 FILL
<br />SOLID WITH GROUT
<br />MASONRY WALL (DESIGN AS
<br />r\ CANTILEVER)
<br />REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS 2x BLOCKING e 3rd PTS FOR WALL WALL SE C I I OI V q� FOE IR
<br />AS INDICATED N THE PLAN. ATTACH HGT. > V_b'.
<br />SHEATHING W/ Sd COMMON NAILS a 4' O.C, a SEE BHT 63 FOR SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4'=1'-0'
<br />BOUNDARIES, b'O.C. g EDGES, AND a 12' O.C. a INSULATION CHART ADDITIONAL INFORMATION.
<br />FIELD 2x STUD 9 EA. FLOOR TRUSS
<br />(24' O.C. MAX)
<br />5/8'm x 10' 'J' BOLT to 24' USP SPT22 CONNECTOR
<br />WASHER (TYP
<br />D.C. W/ Y4x3/16' PLATE 2x P.T. BOTTOM PLATE
<br />) USP MST040
<br />2' bxb WIA x WIA ABOVE
<br />�3 1/2' MIN, FULFF OR FIBERMESH
<br />o
<br />D D D4 D // 31/2 (min.)- 4
<br />o
<br />3 1/2'(min.) - 4' 4D.. D D \\\
<br />(2) 05 CONT. i. j /�\/�� / U5P HTTI6
<br />8' 1'-8' I'-0'
<br />01
<br />77
<br />U.N.O. MIN.
<br />A/C PAD
<br />0' F-4'
<br />A/C PAD
<br />(SPAN OVER
<br />2 OPENINGS)
<br />+242 / 2b.4 PSF 140MPH 1 +241 / -2b.4
<br />8.4 PSF 145 MPH ® ® +16.1 / -28.4 i
<br />B
<br />S4
<br />FAMILY ROOM
<br />IS'-4' x
<br />8'-8' FLAT CLG.
<br />1/2 WALL OR SPINDLES
<br />PER CUSTOMER SPECS,
<br />5
<br />0
<br />INSULATED
<br />�o
<br />o
<br />WALL
<br />3
<br />r
<br />'-
<br />a
<br />CC
<br />8' HEAD HG'T.
<br />'
<br />S3
<br />(SUM. W/OUT
<br />6' 1N
<br />UPLIFT 4 STUD
<br />.` .
<br />a EA. TRUSS)
<br />y4'Xb' LAG
<br />SCREWS AT.b
<br />\
<br />(01 O.C.
<br />STAGGERED
<br />12' 8'
<br />FLEX
<br />12'-O' x 124'
<br />V-W FLAT CLG.
<br />S(
<br />USP MSTC40
<br />A
<br />LINE OF 2ND
<br />ABOVE
<br />FLOOR FLOOR ABOVE
<br />+248 / -32.1
<br />140MP14
<br />+248 / -21.0 PSF
<br />140MR
<br />+261 / -351
<br />145 MPH
<br />+2b 1 / -29.0PSF
<br />145 MP4
<br />FOOTING IDETAIL E345E CONNECTION DETAIL
<br />SCALE: 3/4' = I'-0' C SCALE: N.T.S
<br />SYMBOLS
<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 />AREA TABULATION
<br />MODEL 2985
<br />1ST FLOOR LIVING
<br />1355 SR
<br />2ND FLOOR LIVING
<br />Ib44 SF.
<br />TOTAL LIVING
<br />2999 SF.
<br />GARAGE
<br />649 S.F.
<br />COVERED ENTRY - ELEV. 'A'
<br />45 S.F.
<br />COVERED ENTRY - ELEV.'5'
<br />39 SF.
<br />TOTAL AREA: ELEV. 'A' 3693 SF.
<br />ELEV. 'B' 3b81 SF.
<br />WINDOW SCHEDULE KEY
<br />0 (SEE WINDOW SCHEDULE SHT.)
<br />A.N. STAND DIMENSIONS NOTE TO TRUSS COMPANY:
<br />(D-GAS = VW. x 3b' W. x 52' L. ALIGN TRUSSES TO
<br />STRUCTURAL NOTE ALLOW FOR A.W. TO
<br />ELEC.:= 24' W. x 36' W. x 52' L. BE ALIGNED.
<br />O -+ HOSE 5155 *
<br />H.5.
<br />WINDOW SCHEDULE
<br />FIR5T FLOOR WINDOUJS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />A
<br />355H
<br />54' X b3'
<br />1'-0'
<br />48312' WIDE X 2b15' HIGW
<br />B
<br />235H
<br />38' X 3T
<br />1'-0'
<br />33312' WIDE X 15.15' HIGH
<br />C
<br />255H
<br />38' X b3'
<br />1'-0'
<br />33312' WIDE X 15,15' HIGH
<br />SEGOND FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD WEIGHT
<br />CLEAR OPENING
<br />D
<br />255H
<br />38' X 63' (FRAME)
<br />T-2'
<br />33312' WIDE X 2615' HIGH
<br />E
<br />1/2 335H
<br />21' X 3T (FRAME)
<br />1'-2'
<br />23312' WIDE X 15.15' HIGH
<br />CLEAR OPENING SF.
<br />6.81 SF.
<br />3b4 SF.
<br />5.89 SF,
<br />CLEAR OPENING SF.
<br />5B9 SF.
<br />255 SF.
<br />* * * *
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG.
<br />* * * *
<br />SILL WEIGHT
<br />Y-10'
<br />1'-10'
<br />SILL WEIGHT
<br />2'-1'
<br />3'-1111
<br />A © �.J
<br />S3 (SPAN OVER
<br />2 OPENINGS)
<br />4'-9' 3'-10,
<br />12'-0'
<br />3' 5' I, 2'-0'
<br />LINE OF 2ND STORY
<br />13'-4' TO END WALL
<br />�eU
<br />I
<br />+245 / -26b PSF 140MPH I
<br />+163 / -18b PSF 145 MPH
<br />PORCH
<br />V4, CL'G, HGT.
<br />1
<br />1'
<br />r �,U REF
<br />.:f
<br />' WIG4
<br />14'
<br />Ij
<br />1 L _------
<br />(SIM, W/OUT
<br />UPLIFT 4 (2) STUDS
<br />s EA. SET OF TRUSS)
<br />3 CAR GARAGE
<br />30'-O' x 20'-b'
<br />8'-V FLAT CLG.
<br />STEP N
<br />T,
<br />LINE OF GARAGE DOOR
<br />IN OPEN POSITION - -
<br />I
<br />4'-8' 2'
<br />8'-8' ,
<br />20'-2s
<br />K K
<br />S4 54 1 _
<br />lb'-O' x T-0' P.H. GARAGE DR
<br />1
<br />+21.4 / -238 PSF 140MPH LINE CIF CANTILEVERED
<br />z' +23.1 / -258 PSF 1145 MPH 2ND FLOOR ABOVE
<br />e (ELEVATION 'B') ONLY
<br />50'-0'
<br />LOWER FLOOR PLAN
<br />SCALE: 1/4'=1'-0'
<br />e
<br />:w
<br />lb' 5Q. CMU
<br />COLN. BASE
<br />SEE DET. 9/45 FOR
<br />COLUMN DETAIL
<br />PARTIAL LOWER FLOOR PLAN - ELEV, II�II
<br />SCALE: 1/4'--1'-0'
<br />29'-4'
<br />VERTICAL R EINFORCI ENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN
<br />GROUTED CELL TYPICAL UNO.t HOOK INTO TIE BEAM AT TOP 4
<br />FOOTING AT BOTTOM)
<br />/ -21.1W14@5
<br />MPH-298 MPH FILL CELL TO ONE COURSE ABV PIPE (NO R E5AR)
<br />O.H.C. CMIJ SWEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO BE FILLED UNLESS SHOWN ON THE PLAN)
<br />o 8'-8' TOP OF MASONRY
<br />BEARING WALL 2X STUDS s 16' O.C. W/ 1/2' GYP. (UNO.ON PLAN)
<br />1 2X STUD W/ 1/2' GYP.
<br />to-L.00R PL4N NOTES:
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />r 101 INSTALLATION INFORMATION.
<br />6 4 ; 4 -6 ., 2 -m2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUG14-INS MUST BE COMPLETE,
<br />2 INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />' FBC 1103).
<br />' 266 / S6
<br />40
<br />< R
<br />III 0' 14 r ' oL
<br />6' �' To COLUMN D
<br />N6HELVE61
<br />8 4
<br />FRM. SHEAR WALL
<br />METAL '4
<br />THRESHOLD S3
<br />PROVIDE WEATHER PIPE BOLLARD (W/ (SIM)
<br />STRIPPING AROUND OPTION GAS W.H. MY),
<br />PERIMETER OF DOOR SEE DET. Alt
<br />NOTE: W.N. SHALL 13E ELEVATED
<br />MIN is' ABOVE GARAGE W/
<br />OPTION GAS WA ONLYY
<br />- - - 10'-10'
<br />�22' x 36' ATTIC
<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 AND DOOMS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT.
<br />6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL BE PERMITTED TO BE
<br />DIVIDED BY 0b.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
<br />SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR
<br />HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/8 INCHES THICK, OR
<br />20-MINUTE FIRE -RATED DOORS.
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DUELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A
<br />MINIMUM NO.26 GAGE SHEET STEEL, I INCH MINIMUM RIGID NONMETALLIC CLASS 0
<br />OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE
<br />OPENINGS INTO THE GARAGE.
<br />16T PLOOR STRUCTURAL NOTES
<br />N
<br />L - - - J ACCESS ABV. W/ -
<br />22'X39' R.O,
<br />0 PROVIDE (1) 0 5 CONT. IN 8" P.C. LINTEL 4 (U # 5 IN 8" KO, BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />LINE OF GARAGE DOOR WB.
<br />IN OPEN POSITION
<br />0 NOT USED
<br />F_ - - - - -
<br />O3 PROVIDE (1) 5 CONT. IN 8" P.C. LINTEL W/ 2"RECESS 4 (U 5 IN 8"KO. BLOCK
<br />ABOVE, FILLED SOLID WITH GROUT
<br />®(2) 2x12 SPP'2 HEADER W/ I/2' PLYWOOD FLITCH 4 (1) USP LSTAIS a EA END.
<br />I p I
<br />PROVIDE (1) JACK a EA. END OF HEADER W/ (1) USP WTTI6 0 BASE UNA ON THE
<br />1 I s3 10'-10' I
<br />PLAN. (REFER TO DETAILS N/64 4 0/64 FOR ADDL. INFO)
<br />K K 1
<br />O (3) 2x4 BUILT-UP COLUMN
<br />S4 84
<br />I I
<br />6-0' x 1'-0' O.H. GARAGE DR
<br />O (1) JACK UNDER HEADER AND (3) STUDS W/ (1) USP HTTIb s BASE
<br />O (5) 2x4 BUILT-UP COLUMN W/ USP HTTI& 0 BASE
<br />+223 / -253 PSF I 14OMPH A
<br />+242 / -21.1 PSF 145 MPH I s3 (SIM)
<br />0 (2) 2x6 BUILT-UP COLUMN W/ USP HTTI6 ® BASE
<br />® (3) 2x6 BUILT-UP COLUMN W/ USP HTTIb a BASE
<br />O9 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR PAU44 IN BASE,
<br />PROVIDE MIN. b' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. FOR
<br />ANCHOR BOLTS
<br />10 (2) 2X8 SPK BEAM W/ USP NTW20 9 COLUMN 4 USP TH028-2 MASONRY HANGER
<br />AT WALL END, USING (b) 3/I6' X 13/4' POWERS FASTENERS. EXTEND BEAM PAST
<br />COLUMN TO SUPPORT GABLE TRUSS.
<br />-0' 1' 8'
<br />Ir
<br />11 (2) 2X8 SPM BEAM W/ USP THD28-2 HANGER a BEAM END 4 USP THD28-2
<br />MASONRY HANGER ® WALL END, USING (b) 3/Ib' X 13/4' POWERS FASTENERS.
<br />NOTES:
<br />U POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />RE�FORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />MORE INFO)
<br />1. PROVIDE MIN. 8' EMBEDMENT FOR Mb ANCHOR BOLTS. ANCHOR BOLTS TO BE ALL
<br />T4E_0ED ROD INTO SIMPSON SET-XP EPDXY, SIMPSON T11EN HD, OR J-BOLT.
<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 />DIMENSION CONVENTION
<br />ZALL & EXTERIOR OPENING DIMENSION
<br />FOUNDATION DIMENSION
<br />FROM OUTSIDE OF BLOCK
<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 THA1
<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 FrESPONSIBLE.
<br />• R312.13 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM
<br />THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE
<br />OF A SPHERE 4 INCHES (102 mm) IN DIAMETER
<br />EXCEPTIONS:
<br />1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE
<br />RISER TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE
<br />OF A SPHERE b INCHES (153 mm) IN DIAMETER
<br />2. GUARDS N THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH
<br />ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (111 mm) IN DIAMETER
<br />• HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE
<br />FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT
<br />DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE
<br />RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SALTY TERMINALS AS PER
<br />FRG 6TH EDITION (2011) R311.182 .
<br />• ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH FRC bTH EDITION
<br />(2011) R311.1.
<br />DAN SCO
<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.donscoengineedng.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 IT IS SIGNED AND SEALED.
<br />SIGNEDANDSEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWING ONLY.
<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 ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBRED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />12.13.17
<br />1.00 6TH (2017) FBC
<br />UPDATES
<br />12.29.17
<br />1.01 PLAN REVISIONS TO HVAC
<br />SPACE & ELECTRICAL
<br />04.30.18
<br />1.02 REV. FLOOR TURSS LAYOUT
<br />02.07.19
<br />1.03 USE SIMPSON H101LO
<br />USP RT16A
<br />VERN NO 1 0y D°°G17.19
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<br />W ❑ 4- ❑
<br />SHEET TITLE:
<br />LOWER FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 390443
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
<br />04
<br />0000
<br />04
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<br />
|