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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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30'-0" <br />OVERALL <br />15'-8" <br />T-0" <br />T-4" <br />10'-11 1/2" <br />6'-0" <br />13'-0 1/2" <br />42" X 42" A/C PAD, <br />SEE SHEET SN1 <br />FOR A/C UNIT <br />HOLD DOWN <br />3 1/2"00 <br />00 <br />ce) <br />o <br />SH 25 <br />co HB <br />LO <br />ti <br />co <br />HD AT 6'-8' <br />r� <br />(4) 16" <br />60 <br />DP SH <br />- <br />`r' <br />777 <br />ANTRY <br />M <br />r <br />REF <br />d <br />N <br />7 5/8" <br />1 <br />-4 1/8" -1 3/8" �* <br />6'-6" <br />17'-9 1/4" <br />toss <br />'�&'-l <br />KITCHEN <br />Co <br />8'-8" CLG <br />FLR FIN <br />oo <br />LINE <br />7 5/8"1 <br />1 /8" <br />- <br />GREAT ROOM <br />---- _ —� <br />13'-9" X 17'-10" <br />8'-8" CLG <br />2x4 KNEE <br />WALL TOP <br />k <br />O @ 34 �' <br />1 - <br />t::/IW � p r ° 1 00p C F ti <br />1 <br />i i rn <br />00 Q co LO SINK W/ <br />c� DISPOSER N <br />1 <br />1 <br />J (2) 2X6 <br />I � <br />S6 I' <br />Q/S4 <br />HEADER <br />00 <br />FLR FIN LO <br />LINE c' <br />7 5/8" 6-9 1/2" 6 12'-2 7/8" "' 6-3 7/8" <br />o> (4) STUD COLUMN <br />00 <br />Ll N .— <br />Q , <br />z X BEARING <br />o = M Q t° WALL (TYP) DINING <br />11'-11" X 6'-6" <br />°O cm cn 8'-8" CLG <br />zo `T � UTILITY RM <br />N 8'-8" CLG N <br />(2) 2X6 N <br />Q/S4 <br />WHO INSULATED HEADER— <br />V 4 WALL <br />20 MIN FIRE <br />RATED DOOR W/ <br />WEATHER STRIP <br />PROTECTIVE INSULATED BEARING A <br />BOLLARD BEARING WALL (TYP)- <br />WALL <br />7 5/8" <br />M <br />0 <br />N <br />�Nl <br />plli <br />Iiii <br />rI <br />IN <br />►0 <br />► 4 <br />.• <br />W. <br />►1 <br />'_CLG _ <br />Fo <br />to <br />1J L TP <br />10 <br />CC 00 e --- <br />TWO CAR GARAGE S3 $ <br />iv 8'-8" CLG 36" H 7 --- <br />LOW s --- <br />WALL --- <br />0 5 <br />�' FLR FIN <br />LINE <br />4 <br />--- <br />INE OF GARAGE <br />°O <br />3 <br />� EN <br />— — — — — — — — — — — — — — — <br />Z-' <br />A 1 2 <br />36" H <br />POSITION <br />I <br />I <br />FOYER <br />U <br />CONT <br />I <br />I <br />5'-11" X T-T' <br />HAN <br />DRAIL-j <br />8'-8" CLG <br />SEE DETAIL D/S3 FOR <br />t! ) <br />H AT 6'-8"I <br />FRAME WALL TO CMU <br />H.B <br />I <br />CONNECTIONS <br />I <br />�- ENTRY <br />00 <br />TE PEREDI <br />_ <br />8'-8" CLG <br />I <br />I <br />M 3 1/2" <br />2 I <br />d <br />1 <br />16070 I <br />A3 <br />8" <br />5'-8" <br />3'-8" <br />it <br />r <br />� <br />m <br />— —— — — — — — — — <br />LINE OF <br />00 <br />ZBM <br />H <br />1 FLOOR ABV 16'-0" 1'-4" 1'-4" 8'-8" 1'-4" <br />AT 8'-8" <br />20'-0" <br />10'-0" <br />_ 30'-0" <br />_ <br />OVERALL <br />FIRST FLOOR PLAN (ELEVATION A <br />1 /411 = 1'-011 <br />A3 <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 />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. LINO <br />p = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />= FILLED CELL W/(2) #5 VERTICAL <br />Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />930 <br />SECOND FLOOR LIVING <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />26 <br />GARAGE <br />401 <br />TOTAL SQ FT 2644 <br />OCT 18 2022 <br />\/V\ <br />Virtual Review Assist, Inc. <br />Plans Review completed and app <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />Exposure C, Height=30 ft, Importance Factor-1.0, End <br />Zone= 4 ft) <br />As per Florida Building Code 7th edition (2020), <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />and ASCE 7-10 Methods <br />WALL <br />TRIBUTARY <br />AREA (ft)2 <br />INTERIOR <br />END <br />10 <br />39.4 <br />-42.1 <br />39.4 <br />-51.8 <br />20 <br />37.6 <br />-40.5 <br />37.6 <br />-48.6 <br />50 <br />35.2 <br />-37.3 <br />35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGE D <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />r� <br />a.. <br />y, <br />N <br />N <br />O <br />y N <br />Un <br />W <br />O <br />Lr) <br />e � r <br />:. 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