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6373 Ten Acre Ct
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6373 Ten Acre Ct
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Last modified
3/4/2025 7:50:00 AM
Creation date
2/19/2025 8:53:05 AM
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Building Plans
Street #
6373
Location
Ten Acre Ct
Contractor
Lennar Homes LLC
Building Plans - Permit #
5286
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W/ 1/2" <br />GYP. UNO <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />STAIR DATA <br />STAIR RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE_ <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO 'iE 6'-8" IN ACCORDANCE <br />1W1 FBCR R311.7.2 <br />,. 10" dj" NOSING <br />2'-9 1 /2" T-2 1/2" <br />5'-8" 10'-0" <br />30'-0" RISERS CUT FROM <br />OVERALL 1 x MATERIAL <br />TREADS CUT FROM <br />---2x MATERIAL <br />SECOND FLOOR PLAN ELEVATION A <br />1 /411 = 1'-011 <br />(3) 2x12 STRINGER ---I <br />STAIR DETAIL <br />NTS <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW - <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END — <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. — <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. <br />oy <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />4 I <br />WALL SPLICE DETAIL <br />N.T.S. <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />CODE. <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. <br />TOWEL BAR ABV TUB DECK" = 36" ABV. TUB DECK <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />T.B. AND T.P. <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1) STRAP EACH <br />SIDE) CENTERED W/ (13) 10d <br />NAILS AND (8) 1/4" X 2-1/4" <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />TMALL TYP. U.N.O. <br />SEE PLAN <br />Virtual Review Assist. Inc. <br />Plans Review completed and approve <br />for compliance with the 2020 FBC 7th Edition <br />Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />rn <br />N <br />v <br />L0 <br />0 <br />00 <br />LO <br />C< <br />Q <br />Z <br />W <br />O <br />W <br />0 <br />z <br />Q <br />E <br />0 <br />�} <br />04 <br />��c <br />>' <br />E .L <br />L O <br />W <br />2 <br />` O <br />_Q <br />Oro <br />o 0 <br />Q <br />-i <br />.N <br />Ur, <br />_T< <br />w Qv <br />h <br />W <br />V <br />>V. <br />00 E. <br />70 <br />0 <br />1,11� <br />N <br />w <br />W F W J W 2 O <br />� J � Z � <br />Q z <br />H <br />< Q 0 Q°XJz��OW200 <br />~ G�iwaw�WOww�O�¢Z)}v <br />O Z <F- WdFnzwZO�opa <br />LL Ow 2F=� �YOQQ Q <br />O� oQQof <br />w Q O F— LL <br />O <br />O <br />Z N <br />O� <br />(1) D r-_ <br />Q I-- CM O <br />Q (/) M � <br />J <br />W � <br />13- co <br />a 00 <br />Z U <br />W W <br />O <br />ONE <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />N <br />N <br />o <br />0 <br />o <br />O <br />o <br />N <br />r— <br />O <br />N <br />c— <br />N <br />O <br />O <br />N <br />O <br />o <br />O <br />o <br />C) <br />O <br />N <br />O <br />I <br />I <br />z <br />O <br />NU') <br />W <br />C� <br />0 <br />0 <br />0 <br />0 <br />l <br />I <br />Li <br />> <br />N <br />Cr) <br />d' <br />LO <br />VJ <br />Z~ <br />zz <br />O <br />.� <br />W <br />? <br />z <br />Q <br />V <br />WOO <br />VUV5 <br />Lr)eeeQ <br />O <br />o r <br />Q <br />Z <br />a_a <br />�— <br />r Q <br />rl <br />= <br />m[tw <br />O <br />N <br />�Om <br />. <br />W�� <br />N <br />O <br />ZWO <br />Q <br />Z <br />U <br />u_ <br />gz� <br />az <br />■ <br />Q <br />F� <br />.� <br />� <br />pU <br />o <br />ar <br />z <br />z <br />z <br />w <br />W <br />J <br />00 <br />0 <br />0 <br />LAST PLOT DATE <br />. <br />April <br />29, 2022 <br />Z0 <br />I <br />_J <br />2ND FLOOR <br />PLAN <br />
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