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38826 4th Ave
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38826 4th Ave
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Last modified
3/3/2025 7:01:25 PM
Creation date
2/18/2025 3:25:48 PM
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Building Plans
Street #
38826
Location
4th Ave
Contractor
Cypress Builders Enterprises, Inc
Building Plans - Permit #
10544
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`v <br />N <br />ti <br />M <br />16-0"XV-0" <br />CONC. PAD <br />40'-0" <br />5'-4" T-2" 2'-6" 2'-5" T-5" 5'-10" T-2" 5'-8" T-2" 5'4" <br />0�4 <br />-2 <br />PC-3 PC-2 1 PC-3 <br />EGRESS c3 S2 EGRESS <br />SH 25 SH 25 SH 25 <br />HD AT 6'-8" D AT 6'-8" HD AT 6'-8" <br />HB <br />O <br />BEDROOM #2 MASTER SUITE <br />11'-8" X 10'-1" 12'-0" X 14'-2" <br />I7 8'-0" CLG 8'-0" CLG <br />2'-10" 9'-10" 14'-4" 8'-4" 4'-8" <br />2 <br />PC-2 + <br />SH 23 <br />HD AT 6'-8" <br />OBSCURED <br />GLASS <br />S2 <br />(2) 2668 BF <br />(1)R&S <br />10" WALL <br />24" T.B. A7 <br />2" <br />A7 7 <br />1 � <br />F- <br />__ (1)R&S —_ <br />(2) 2668 BF <br />GREAT ROOM Lo <br />14'-2" X 20'-6" <br />8'-0" CLG I'l <br />M N <br />3os8 BATH #1 <br />8'-0" CLG <br />BATH #2 "' 9'-10" <br />8'-0" CLG a <br />8'-8" 4' <br />BEDROOM #3 <br />11'-8" X 10'-1" <br />8'-0" CLG <br />2 BEAMS TO C.M.U. <br />S2 W/ SIMPSON MGT —� <br />EGRESS <br />0 0 <br />PC-3 10 <br />SH 25 S3 <br />HD AT 6'-8" <br />T-4" T-2" 6'-8" <br />(2) P.T. 2x12 BEAM'S / <br />ABV, BOTT AT 8'-0"— <br />10" SQ HB&G <br />COLUMN W/ TUSCAN 9 <br />BASE & CAP S3 <br />11 <br />NOTE: S3 <br />EXTERIOR CEILING <br />FINISHES PER SPECS <br />11'-1" <br />18'-8" <br />48" HIGH 6" PONY H w o <br />LOW WALL WALL 24" 3 A7Q �'p Z "' <br />s� LL: <br />o T.B. A7 LL <br />00 co 2" <br />C° 10" WALL <br />F.F. LINE - (5 16" 2068 BF O� - - LMI'DW <br />------�SH (5)3068 BF <br />I <br />12" DP <br />o A7 SH ABV <br />6 KITCHEN a HANSEN BOX <br />A7 8'-0" CLG CD <br />4'-5" 9'-11" M 41-2" 6'-1■ <br />DRYE <br />R o <br />FOYER A7 5 VENTi� <br />8'-0" CLG REF �O7 <br />• 0 <br />M MICRO `�6" WALL(1) R & S <br />PC-2 <br />3068 io AH U W H 6'J ' 5 LT <br />e V/, N n . INSULATED S2 N <br />�TI i �4- <br />S3 <br />1 3'-5" 20 <br />ENTRY <br />10" WD <br />SOFFIT ABV <br />(2) P.T. 2x12 BEAM'S <br />ABV, BOTT AT 8'-0" <br />g" 6'-3" <br />6X6 P.T. WD <br />POST W/ <br />SIMPSON ABU66 <br />AT BASE & <br />SIMPSON <br />ECCLL3 1/4 - 6 <br />AT TOP OF POST <br />T-7" <br />WALL <br />p0 <br />6' UTILITY RM — <br />d 6'-6" X 6'-6" <br />8'-0" CLG <br />4'-4" 16'-4" <br />BEAMS TO C.M.U. <br />W/ SIMPSON MGT F —" " <br />�6X6 P.T. WD POST W/ 22.5 X 54 <br />SIMPSON ABU66 AT A TTIC ACCESS <br />AS3 <br />BASE & SIMPSON <br />ECCLR3 1/4 - 6 AT <br />TOP OF POST <br />GARAGE <br />20'-0" X 23-0" <br />- 1 PC-4 <br />16070 <br />2'-8" 16'-0" <br />21'-4" <br />6 <br />S2 <br />0 <br />O <br />N <br />lr <br />■ <br />IDia ■ <br />TIE BEAM <br />AT 8'-0" <br />IT <br />M <br />M <br />NOTE: <br />A/C UNIT W/ HEAT <br />PUMP TO BE 14 SEER <br />4'-0"X4'-0" <br />AC PAD <br />,-- W.I.C. <br />5'-0" X 8'-10" <br />8'-0" CLG <br />NOTE: <br />VENT DRYER <br />THROUGH THE <br />ROOF <br />PC-2 <br />3068co <br />3'-0"X4'-0" <br />CONC. PAD <br />0 <br />co <br />0 <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.) = 56" A.F.F. <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 <br />CABINET A.F.F. <br />• PROVIDE BLOCKING FOR OPTIONAL HANDRAILS <br />LOCATED IN ALL BATHROOMS. SEE BLOCKING <br />DETAIL FOR LOCATIONS PER INTERIOR ELEVATION <br />• ALL WINDOWS, EXTERIOR DOORS AND GARAGE <br />DOOR TO BE RATED AT 130 M.P.H. IMPACT <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X2 FURRING STRIP, 3/4" <br />113 INSUL BOARD & 1/2" GYP <br />8" CMU <br />NON -BEARING 2X4 STUDS AT 16" <br />O.C. W/ 1/2" GYP. OR U.N.O. <br />BEARING WALL 2X4 AT 16" O.C. <br />W/ 1/2" GYP. OR U.N.O. <br />p = FILLED CELL W/(1) #5 VERTICAL <br />0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB <br />A = FILLED CELL W/(2) #5 VERTICAL <br />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: <br />FIRST FLOOR LIVING = 1254 SQ. FT. <br />TOTAL LIVING SQ FT = 1254 SQ. FT. <br />ENTRY A = 32 SQ. FT. <br />LANAI SLAB = 128 SQ. FT. <br />GARAGE = 508 SQ. FT. <br />TOTAL SQ FT = 1922 SQ. FT. <br />w <br />Qoo <br />o <br />N <br />0 = <br />8 <br />to <br />cn F- <br />w <br />OWZ <br />H <br />Now <br />1: <br />w <br />N J <br />U <br />Q <br />W Z <br />J <br />U <br />w = Q <br />H <br />O <br />w�lz <br />>Ufn <br />N <br />Lo <br />O <br />w <br />=OO <br />d <br />�wz <br />�u� <br />r,/ <br />Z� <br />_ <br />U 00 <br />m~QLu <br /><a <br />w <br />z <br />o W <br />w <br />mo-15 <br />E 9 <br />%I <br />z <br />_ Il LL cn <br />mo <br />c <br />LL, <br />,0 <br />(D <br />W <br />cu <br />E <br />.r. <br />M <br />U <br />co <br />^' <br />W <br />_1 <br />LL <br />0 <br />(1) <br />uj <br />_O <br />L <br />0 <br />0 <br />co <br />co <br />^^ <br />0 <br />W <br />� <br />". <br />Q <br />C <br />U <br />W <br />= <br />.o <br />cl)Q <br />E <br />0 <br />.c: <br />CD <br />U <br />L <br />Q_ <br />CV <br />co <br />� <br />Cn <br />m <br />c: <br />0 <br />D <br />U <br />W <br />0 <br />cn <br />VJ <br />^♦ <br />W <br />^^cu <br />I..L <br />ISSUE DATE: 05/06/10 <br />JOB CAPTAIN: JMG <br />SCALE: AS NOTED <br />CHECKED BY: JMG/PF <br />PROJECT NUMBER: 0737 <br />FLOOR PLAN <br />FIRST FLOOR PLAN (A <br />1 /411 = 1'-0„ <br />40'-0" <br />A3 <br />
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