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'91 <br />o <br />0 <br />00 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS & DETAILS <br />�0? <br />m-00 <br />w <br />F- Q <br />TIE BM <br />AT 10'-0" <br />m <br />W <br />F- Q <br />30'-0" <br />13'-3" <br />1.' SGID %1 <br />�i ■ - <br />BRG <br />\VALL% I <br />FAMILY ROOM <br />16-3" X 15'-2" <br />8'-8" CLG <br />0 <br />CN <br />11'-1" <br />SH25 <br />H D AT 7'-4" <br />EGRESS <br />5'-8" <br />BRG OWNER'S SUITE <br />WALL 13 -0 X 15 -11 <br />8'-8" CLG <br />� <br />I <br />PROVIDE ••■ <br />�-•- ••- <br />-• - iVII <br />rl <br />FI <br />ION�� • _ N <br />-DRAIN <br />IN <br />11 ►MA,& VALVEC14 RANGE W/ <br />CAFE HOOD <br />- <br />• <br />cli <br />• <br />.-12 . <br />PLUMB :.s ■ <br />Al — <br />�1 <br />moo.I <br />r�ll co <br />/ . • <br />PANTRY C,4 <br />BATH <br />17 6" WALL <br />�;•,� <br />. <br />�: rrrrrrrrr.•rrrrroarrrorr,•rr�a•5❖.vrrrrr <br />�` <br />rarrr5wrrrrrrr�5•ra•rrrrvrr,•mrrrrrrrrrrrrrrrr.•rrrrrrrrrrrrrrrvr,�•,+❖rrrrra•,•rrmwsrrrrr� <br />• <br />i MIN FIRE <br />4" <br />RATED DR <br />' <br />-,W/ <br />WEATHER <br />STRIP <br />F <br />WALL <br />• <br />l�I <br />.� <br />`ATTIC <br />I!�_ <br />_• <br />PROTECTIVE <br />-L <br />ACCESSJ <br />BOLLARD <br />MTS20 <br />9 AT TOP <br />4" INSULATED <br />- $ <br />BRG. WALL <br />- 1--7 42 H. <br />6 LO ED <br />C TWO CAR GARAGE <br />5 WALL <br />S3 19'-3" X 20'-0" <br />I q, <br />CPT <br />FOYER <br />TILE <br />D <br />I3 2' 1 <br />' - <br />1 Ups' <br />OF GARAGE IN <br />__ ------_____LINE <br />UPEN POSTION I <br />TIE BM <br />� AT 10'-0" <br />SH 1/2 34 <br />C <br />HD AT T-4" <br />TEMP. GLASS <br />oM <br />I m -ago I <br />W' <br />I F- Q I <br />HB <br />V-4" <br />4'-3" <br />T-11" <br />I 16070 <br />ENTRY <br />9-6" X 5'-4" <br />— <br />— — — — — — — — — — — — — — — — — — — - <br />8'-6" 2'-3" 16-0" L 2'-3" <br />9'-6" 20'-6" <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-011 <br />0 <br />00 <br />J <br />S6 <br />0 <br />1. SEE SHEET S-11, S/12 '2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE 2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />aTvu <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /4" = 1'-011 <br />R-11 F.G. <br />ION IN <br />,DJAC E N T <br />;SPACE <br />R-11 F.G. <br />ION IN <br />,R WALLS. <br />qG BEHIND <br />TIN <br />,SSEMBLY <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 <br />SIZES 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 />ALL ANGLED WALLS TO BE 45' UNLESS NOTED <br />OTHERWISE <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 />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP, <br />R 4.1 HIGH PERM, 1/2" GYP <br />8" CMU <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />BEARING WALL 2X 16" O.C. <br />W/ 1 /2" GYP. <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 />C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />RISERS <br />TRFAn,1; <br />LANDINGS <br />TOTAL RISF <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: UNIT'2382 A' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ. FT. <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 51 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2854 SQ. FT. <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-11 / R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />JUL 2 1 2023 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <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 />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />M <br />N <br />N <br />rn <br />L0 <br />A p O <br />00 <br />�_0 <br />.4t"� <br />3 / <br />5 �i a LL <br />is <br />r <br />X�.: z <br />WWC <br />a <br />t <br />p <br />W <br />rz <br />0 <br />z <br />Q <br />nV) NLO- <br />W L 0 00, U <br />` co N d <br />to U 7C) 2 m <br />A� t p <br />W 00 2 00 <br />O � o m <br />s U�� <br />} <br />.V LU QN00 � <br />7W L C) - .D <br />co <br />W <br />N <br />IL <br />0: _QYI- <br />oui W°Hw j�ZLLI <br />IY <br />OW <br />QXJ Q°° J OZ <br />QC) <br />B <br />C) U) OZ°W°°mZ?Q° <br />�n(Da�0WWI nLLWQ° <br />7 <br />O O <br />�OZ <br />QOW°�ZSWo2U°¢ <br />LL <br />°� DQZ�Q <br />iLQ O QW <br />0 <br />Z N <br />W <br />O <br />>_ <br />(n 0 <br />QV(CMO <br />J LO <br />2 U) LL ti <br />Lq <br />z <br />M <br />O <br />>- < <br />Z V <br />W <br />W <br />O <br />J <br />CD <br />IT <br />N <br />N <br />N <br />4 <br />4 <br />O <br />N <br />O <br />N <br />O <br />O <br />O <br />O <br />0') <br />O <br />0 <br />o0 <br />T-- <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />�— <br />N <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />LO <br />6 <br />N <br />00 <br />O <br />6 <br />, <br />o0 <br />O <br />M <br />, <br />1 <br />N <br />O <br />M <br />O <br />c <br />"t <br />0 <br />— <br />0 <br />M <br />C) <br />o <br />c— <br />O <br />r <br />— <br />0 <br />(0 <br />0 <br />N�a) <br />C) <br />C) <br />N <br />0 <br />M; <br />C)0 <br />'�t <br />to <br />0 <br />(fl <br />0 <br />I` <br />n <br />L <br />r <br />I <br />000 <br />^ <br />J <br />Z Z <br />Z O <br />owU) <br />O <br />0 <br />�—O�a <br />Q <br />LO <br />-0 <br />ZwI—Q <br />IY ~ <br />�m <br />0Z <br />v/ <br />Z j J <br />N <br />00 <br />�2zW <br />M <br />� <br />Z Z IL <br />L0 <br />U-1 N <br />Ovg<2W <br />O <br />a <br />coZZ <br />Z <br />~a0 <br />U <br />z <br />® <br />U <br />O <br />CL <br />Z <br />A2 <br />Q <br />z <br />z <br />W <br />_j <br />W <br />' ^ <br />M <br />O <br />,T <br />- <br />LAST PLOT DATE <br />May. 9, 23 <br />® <br />1 ST & 2ND FLOOR <br />PLAN A <br />