|
PRE-ENG NEERED WOOD TRUSS a
<br />24'O/C MAX.
<br />HURRICANE ANCHOR PER UPLIFT
<br />SCHEDULE
<br />6' DIA STD. STEEL PIPE
<br />FILLED SOLID W/ CONCRETE DBL. SPP. TOP PLATE
<br />EMBEDED PIPE PROTECTED
<br />W/ CATALYZED POLYURETHANE C"
<br />WALL SHEATHING, SEE TYPICAL
<br />CONC. SLAB, SEE PLAN
<br />2-STORY WALL SECTION DETAIL
<br />Z7
<br />2x SPP. STUDS a 16' O.C.
<br />.....
<br />2 ROWS, 5/8'xlm' 'J' BOLT W/ 6'
<br />EMBEDMENT STAGGERED 9 24'
<br />�\
<br />O.C., W/ 2' DIA x 'WASHER
<br />CONC, FOOTING, SEE PLAN
<br />b MIL VAPOR BARRIER
<br />USP MSTAM24 (OR EQUAL) W/ l9)10d
<br />2'x8' P.T. PLATE
<br />COMP, SOIL, SEE PLAN
<br />INTO STUD 4 (5) I/4'x2-I/4' TAPCONS
<br />WEEP SCREED INSTALLED PER
<br />INTO CMU
<br />MARE,
<br />FIFE BOLLARD
<br />DETAIL
<br />USP MSTAM3b (OR EQUAL) W/ (13)10d
<br />8'x8'xlb' KO. BLOCK W/ (U 15 CONT, 4 FILL
<br />SCALE: 1/2'=1'-0'
<br />INTO STUD 4 (8)1/42-1/4' TAPCONS
<br />SOLID WITH GROUT
<br />INTO CMU 130TH SIDES OF WALL 0 EA
<br />STUD (CENTER STRAP a TAM.)
<br />MASONRY WALL (DESIGN AS
<br />CANTILEVER)
<br />(1) ROW 2x BLOCKING a MID HGT.
<br />1/2' CDX PLYWOOD OR 111b' O.S.B. SHEATHING
<br />REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS
<br />FOR WALL HGT. S 8'-6', (2) ROWS
<br />2x BLOCKING + 3rd PT5 FOR WALL
<br />WALL S E G T I ON 'a F O �r E R
<br />AS INDICATED ON THE PLAN. ATTACH
<br />WGT. > 8'-6',
<br />SHEATHING W/ Sd COMMON NAILS ® 4' O.C. a
<br />SEE SHT 53 FOR
<br />SEE
<br />ADDITIONAL
<br />TYP.1 STORY WALL SECTION FOR SCALE: 3/4'=1'-0'
<br />W-ORiATION
<br />A g I e S e 12' a
<br />INSULATION CHART
<br />wwv/ RIE , b O.C, EDGE ,AND O:C.
<br />FIELD 2x STUD a EA. FLOOR TRUSS
<br />(24' D.C. MAX)
<br />5/814 x 10' 'J' BOLT • 24' USP SPT22 CONNECTOR
<br />O.C. W/ 2*3/16' PLATE 2x P.T. BOTTOM PLATE Y4 xb' LAG
<br />WASHER (TYP.) SCREWS AT.
<br />2' 6x6 WIA x WIA USP MSTG40 (0' O.G.
<br />3 1/2' MIN, WWF OR FIBERMESH ABOVE STAGGERED
<br />D D A
<br />D.. D D '4 D 31/2'(mina- 4'x x x
<br />/ ..,....a,
<br />3 1/2 °lm in.) - 4" A 4D.. A D D \\\
<br />D\� USP M5TC40
<br />(2) 05 CONT- i % /�\/�� / /./ USP HTT16 ABOVE
<br />8' I'-8' 1'-0'
<br />U.N.O. MIN.
<br />00°�IN iJ>4I1_ E3)45 GO NN GION DEVIL
<br />SCALE: N.rS
<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 />1355 SF,
<br />1644 S.F.
<br />2999 SF.
<br />649 S.F.
<br />45 SP.
<br />39 SF.
<br />TOTAL_ AREA: ELEV. 'A' 3693 SF. ELEV. 'B' 3681 SF.
<br />WINDOW SCHEDULE KEY
<br />O (SEE WINDOW SCHEDULE SHT.) * * * * * * NOTE r0 TRUSS COMPANY:
<br />A.N. STAND DIMENSIONS ALIGN TRUSSES TO
<br />O— STRUCTURAL NOTE GAS = 6' N. x 36' W. x 52' L. ALLOW FOR A.N. TO
<br />ELEC. = 24' H. x 3V W. x 52' L. BE ALIGNED.
<br />O —+ HOSE BIBS *
<br />H.B.
<br />WINDOW 5GHEDUL
<br />FIRST FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />A
<br />355H
<br />54' X 63'
<br />1'-0'
<br />48312' WIDE X 2625' HIGH
<br />B
<br />236H
<br />38' X 39'
<br />1'-0'
<br />33312' WIDE X 15.15' NIGH
<br />C
<br />25614
<br />38' X 63'
<br />1'-0'
<br />33312' WIDE X 15.15' HIGH
<br />SECOND FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />D
<br />25514
<br />38' X 63' (FRAME)
<br />1'-2'
<br />33312' WIDE X 2625' HIGH
<br />E
<br />1/2 335H
<br />21' X 0 (FRAME)
<br />1'-2'
<br />23312' WIDE X 15.15' HIGH
<br />CLEAR OPENING S.F.
<br />SBI S.F.
<br />3164 SP.
<br />5.85 SP.
<br />CLEAR OPENING SP
<br />5B9 SP.
<br />255 SP.
<br />NOTE:
<br />ALL INTERIOR ANGLE
<br />WALLS ARE AT 45 DEG.
<br />SILL HEIGHT
<br />1'-10,
<br />3'-10,
<br />SILL HEIGHT
<br />2'-1'
<br />3'-11"
<br />A/C PAD
<br />'-0' 5'-4' 9'-6' 6'-4' 10'-1' 10'-3'
<br />LEGEND
<br />A/C PAD VERTICAL 1REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN
<br />(SPAN OVER GROUTED CELL TYPICAL UN,O.t HOOK INTO TIE BEAM AT TOP 4
<br />2 o1�NINGS) F0071NG AT BorroMa
<br />+242 / 26.4 PSF 140MPH 1 +242 / -26.4 PSF IdOhfiH 23.4 / -25b PSF 140MPH 1 H.B. 1 +25b / -21.1 PSF 140MPH
<br />8.4 PSF 145 MPH ® ® +16.1 / -28.4 PSF 145 MPH +252 / -215 PSF 145 MPH © 215 / -198 PSF 145 MPH FILL CELL TO ONE COURSE ABY PIPE (NO REBAR)
<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />B @ \ 6 8 SL,• D J - — — — O.H.C. ® — — — — O.N.C. — TO BE FILLED UNLESS SHOWN ON THE PLAN)
<br />I\ 'x x/
<br />` "SINK ��\ 8' -8' TOP OF MASONRY
<br />19'-0' 8' `\ 12 -5' \: !1'-
<br />�'` , ,' / Q• I BEARING WALL 1X STUDS a 16' O.C. W/ 1/2' GYP. (URO. ON PLAN)
<br />is / 2
<br />2X STUD W/ 1/2' GYP-
<br />,
<br />� 34' HIGki+ \ SAL L�
<br />_ FLOOR PL4N NOTES"
<br />FAMII_i ROOM I NO - - - - - - - s X� 14 TER E L —
<br />IS'-4' x lb'-6'IN, 1. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />8'-V FLAT CLG col st _A .>:I At I'Lh ` \ \' I 1►1�tAI I Atirol ulrnex+Atlrol
<br />I \
<br />f;
<br />I
<br />' . '
<br />MANIEACTUi�R
<br />/01
<br />10 I(D
<br />T� OL
<br />5. EXTERIOR WINDOWS AND DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />GG (W/ STUDS a g
<br />1/2 WALL OR SPINDLES
<br />\'
<br />;' — — — +
<br />,�..
<br />�.:
<br />b
<br />1 TO COLUMN
<br />D
<br />MARKING, OR ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />83 Ea TRUSS)
<br />R CUSTOMER sPEcB.
<br />' ,,
<br />2
<br />,/ `/
<br />.�. ; ,
<br />-
<br />(5)SHELVES
<br />s3
<br />PRODUCT.
<br />b. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />a+
<br />N
<br />r
<br />.4
<br />rt1
<br />�F
<br />n
<br />av
<br />PRESSURES. FOR ULTIMATE DESIGN PRESSURES SHALL 13E PERMITTED TO BE
<br />UP
<br />16
<br />SE
<br />`A
<br />83 `" FRI`l. SHEAR WALL 1 W
<br />DIVIDED BY Ob.
<br />!2)
<br />10,
<br />T. 4
<br />/-1
<br />b'
<br />R �,
<br />(SIM. W/OUT METAL
<br />q
<br />1• OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL )3E EQUIPPED WITH
<br />INSULATED
<br />UPLIFT 4 l2) STUDS Sa THRESHOLD
<br />SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR
<br />co
<br />o
<br />WALL
<br />a EA SET OF TRUSS) PROVIDE WEATHER PIPE BOLLARD (W/
<br />HONEYCOMB -CORE STEEL DOORS NOT LESS THAT 13/6 INCHES THICK, OR
<br />3
<br />T
<br />STRIPPING AROUND OPTION GAS W.H. ONLY),
<br />(5�13
<br />20-MINUTE FIRE -RATED DOORS.
<br />3
<br />SrORACsE �66� �,
<br />T
<br />PERIMETER aF DOOR SEE DET. A/1
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />M
<br />UNDER
<br />STAIRS
<br />CC
<br />S3
<br />3 CAP, C >4R,4GNOTE: WA SHALL BE ELEVATED
<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 />= V HEAD HG'T.
<br />— — —
<br />—
<br />'
<br />-
<br />(SIM, W/OUT
<br />30' 0' x 20' b' MIN. IS' ABOVE GARAGE FP. V
<br />- -
<br />0
<br />OR CLASS I DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE
<br />-b+ )
<br />UPLIFT 4 STUD
<br />8'-8' FLAT cLG. OPTION GAS W.H. ONLY
<br />OPENINGS INTO THE GARAGE.
<br />\ 2 >\
<br />a EA, TRUSS)
<br />3'-4' 4'I i 5' 8`
<br />5'
<br />19'-I0, — — — I0'-10'
<br />lo
<br />I I
<br />�22'
<br />1ST FLOOR St'RUCTUR14L NOTES
<br />'FLAT;
<br />P
<br />G.
<br />B.F.
<br />\
<br />'STEP �,
<br />x -16' ATTIC
<br />L — — — ACCESS ABV, V
<br />�.
<br />OI PROVIDE (I) # 5 CONT. IN 8" P.C. LINTEL 4 (I) + 5 IN 8" K0. BLOCK ABOVE,
<br />�'�
<br />` '
<br />22'X39' R0.
<br />W.C.,
<br />W.C. ,�
<br />�
<br />(4)
<br />8.::-8' F TLA, irl.G.
<br />; `,
<br />; f
<br />'\
<br />LINE OF GARAGE DOOR
<br />LINE OF GARAGE DOOR
<br />FILLED SOLID WITH GROUT.
<br />HB
<br />LAY.
<br />_
<br />N
<br />!'
<br />J
<br />IN OPEN POSITION
<br />IN OPEN POSITION
<br />HB•
<br />0 NOT USED
<br />`— — — — — — — — — — — — — — — — — — — -- r---------�
<br />PROVIDE (1) 0 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1)0 5 IN 8"K.0. BLOCK
<br />rr ¢O \y I I I ABOVE, FILLED SOLID WITH GROUT
<br />E I I I ® (2) 2x12 SPK HEADER W/ 1/2' PLYWOOD FLITCH 4 (1) USP LSTAIS • EA. END.
<br />toPROVIDE (1) JACK 9 EA. END OF HEADER W/ (1) USP WTT16 a BASE UND ON THE
<br />IT-V b'% ` I 20'-2' 18a I S3 10'-10' I PLAN. (REFER TO DETAILS W64 4 Q/64 FOR ADDL. INFO)
<br />L�i( I ¢ I I O (3) 2x4 BUILT-UP COLUMN
<br />12' 0' x 12'-0' S3 I I
<br />Sao Zl 8'-8' FLAT CLG. 16'-0' x 1'-0' R GARAGE OR - 8'-0' x 1'-0' OA. GARAGE DR O6 (I) JACK UNDER HEADER AND (3) STUDS W/ (i) USP HTTIb a BASE
<br />O
<br />— — — — — —
<br />(5) 2x4 BUILT-UP COLUMN W/ USP 14716 0 BASE
<br />-- -- — +223J-153F'SF ,d,
<br />,4LINE OF 2ND— ----- 8 3 I 1 +242 / -21.1 NSF 145 140MPN MPH 1 53 (SIMa 8 (2) 24 BUILT-UP COLUMN W/ USP HTTI6 a BASE
<br />83 FLOOR ABOVE I +21.4 / -238 PSF 140MPN LINE OF CANTILEVERED O
<br />+245 / -26b PSF 140MPN I +23.1 / -258 PSF 145 MPND FLOOR gBpVE ® (3) 24 BUILT-UP COLUMN W/ USP HTTIb a BASE
<br />+248 / -32.1 140MPH +248 / -21.0 PSF 140MPH 263 / -18b PSF 145 MPH I (ELEVATION'S') ONLY
<br />+261 / -35J 145 MPH +261 / -29.0 PSF 145 MPI4 PORCH `Q O9 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR PAU44 9 BASE,
<br />PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIV. FOR
<br />— 8' -8' CL'G, HGT. ANCHOR BOLTS
<br />A © 1 © O (2) 2X8 SPM BEAM W/ USP HTW20 a COLUMN 4 USP THD28-2 MASONRY HANGER
<br />1 AT WALL END, USING (6) 3AV X 13/4' POWERS FASTENERS. EXTEND BEAM PAST
<br />2 OPENINGS)
<br />S3 PAN OVER COLUMN TO SUPPORT GABLE TRUSS.
<br />2 I�
<br />4'-V ell 3'-10, 3'-5' 2'-0' ee 4'-8' 2'-0' 0' I6'-0' 2'-8' 8'-0' I'-V II (2) 2X8 SPF 2 BEAM W/ USP THD28-2 HANGER 9 BEAM END 4 USP THD28-2
<br />12'-0' 29'-4'
<br />MASONRY HANGER • WALL END, USING (6) 3/16' X 13/4' POWER5 FASTENERS.
<br />NOTES:
<br />* I I. POKIER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL. FOR EQUAL DEPTH 4
<br />OWER FLOOR L. I �l INFO)
<br />ENT INFO AS INDICATED ABOVE (REFER To POWER BOX LINTEL CATALOG FOR
<br />I SCALE: I/4'=1'-0'
<br />1. PROVIDE MM. 8' EMBEDMENT FOR HTTIb ANCHOR BOLTS. ANCHOR BOLTS TO BE ALL
<br />THREADED ROD INTO SIMPSON SET-XP EPDXY, SIMPSON TITEN ND, OR J-BOLT.
<br />ISSUANCE OF PLANS FROM THIS DESIGNERS OFFICE SHALL NOT RELIEVE THE
<br />YR I K 13UILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />+245 / -26b P5F 140Mf'H ' FL CLG 5 I 54 CONSTRUCTION.ADHERENCE TO
<br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />/ -2816, PSF
<br />I >A W
<br />1145 MPH
<br />I
<br />•.'
<br />'
<br />LINE OF 2ND STORK'
<br />s
<br />PORCH
<br />10
<br />V-8' CL'G. HGT,
<br />11
<br />,n
<br />FLAT SOFFIT
<br />g
<br />16, SQ. CMU
<br />COLN BASE
<br />SEE DET. 9/45 FOR
<br />COLUMN DETAIL
<br />ee I'4'
<br />3'-4'
<br />1'4'
<br />I'-4'
<br />13'-4' TO END WALL
<br />1'-4'
<br />t29'4TO GARAGE WALL
<br />I
<br />III
<br />�
<br />AKI
<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 />A1E MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />ADDITIONAL FEES.
<br />E 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 />• 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 ON 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 TEF411NATE IN NEWEL POSTS OR SAFETY TERMINALS AS PER
<br />SCALE: I/4'=1'-0' FRG bTH EDITION (2011) R311.1M .
<br />• ALL OTHERS PARTS OF STAIR SHOULD BE IN CONFORMANCE WITH H;r- 6TH EDITION
<br />(2011) R311,1.
<br />DANSCO
<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.danscoengineefing.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 =-F0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWINGONLY.
<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 ARETHE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CUENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBBED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />12.13.17
<br />1.00 6TH ED. (2017)FBC
<br />UPDATES
<br />12.29.17
<br />1.01 PLAN REVISIONS TO HVAC
<br />SPACE 8, ELECTRICAL
<br />04.30.18
<br />1,02 REV. FLOOR TURSS LAYOUT
<br />02.07.19
<br />1.03 USE SIMPSON HI ILO
<br />USP RT16A
<br />VERS-QN'NO ,1,0� f 0247,.19
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<br />SHEET TITLE:
<br />LOWER FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 390445
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
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