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B <br />S6 <br />i <br />t <br />9 <br />ao <br />LO <br />A <br />S3 <br />8'-9 3/4" <br />SH25 <br />HD AT 7'-4" <br />EGRESS <br />OWNER'S SUITE <br />13'-0" X 16-11 <br />8'-8" CLG <br />301-011 <br />13'-3 1/4" <br />(E� - - <br />z <br />It It co <br />711-31/211 <br />5068 SGD <br />BRG <br />WALL <br />71-1111 <br />LIVING ROOM <br />BRG 16-211 X 161-311 <br />WALL 1 8'-8" CLG <br />9 <br />\, �3 <br />7 5/"'V1 X-4 3/4" 5'-6" L. 4'-6" 14t-211 <br />DRAIN- <br />SHWR HD <br />& VALVE <br />7 5/8" <br />NOTE - <br />PROVIDE 1/2" PLYWOOD <br />21011 <br />DRAFT STOP IN FLOOR <br />2";87WA <br />L <br />TRUSS SYSTEM FOR A <br />CPT. <br />MAX. AREA OF 1000 S.F. <br />TILE <br />CPT, <br />TILE <br />(PER FBC R302.12) <br />00 <br />KITCHEN <br />2 6K WEE-*-Z? <br />91-711 X 141-211 <br />A TOP" <br />AT 3 1/2" <br />A7 >5 <br />W <br />W () <br />REF 81-8" Url <br />�= - <br />04 <br />Q <br />W < <br />z a- <br />BRG <br />WALL <br />�e Cl) <br />CAFE <br />2868 <br />OWNER'S <br />BATH <br />RANGE W/ <br />8'-6" X 14'-211 <br />HOOD <br />0 <br />L <br />F-: <br />W - <br />8'-8" CLG <br />^GG <br />nno:. <br />0111 <br />00 <br />-1 <br />1\ �3 <br />N'A� <br />0 -1 <br />11 <br />T ILE <br />LIN. <br />A7 <br />CPT. <br />00 <br />PLUMB < <br />4 STACK <br />A3 <br />WALL__� <br />3 -4 3/4" <br />T-711 <br />V-11.1 <br />51-81' 21-10-1 <br />21-211 <br />41-1011 <br />31-611 <br />W.I.C. <br />DRYER <br />TILI TY <br />00 <br />00 <br />VENT <br />CD <br />F__ <br />A7 <br />N PANTRY <br />�qNTR <br />(n <br />HANSEN <br />10D <br />PWDR <br />BOX- <br />W/S AT <br />BATH <br />6" WALL <br />60" AFF <br />00 <br />1\ �3 <br />LU <br />_j <br />)68 <br />- <br />(D <br />Co <br />C-4,1 <br />RG <br />2868 <br />8 <br />S & R <br />WALL <br />Iti <br />P. <br />H) <br />4" INSULATEDJ <br />�-20 <br />MIN FIRE <br />RATED DR <br />00 <br />- <br />LINE OF <br />FLOOR <br />TP <br />WALL- <br />W/ WEATHER <br />STRIP <br />ABV <br />22"x36" <br />P.) 2X4 <br />U.0 W/ <br />PROTECTIVE <br />ATTIC I <br />HTT4 AT <br />BOLLARD <br />L ACCESS <br />BTM & <br />&S20 <br />4" INSULATED <br />AT TOP <br />BRG. WALL--,,\ <br />TWO <br />CAR GARAGE <br />�U8 <br />42" H. <br />7 <br />19'-311 <br />X 20'-011 <br />^CC <br />SLOPED <br />�06 <br />LOW <br />-02-- <br />___: <br />WAL7_1 <br />5 <br />PT. <br />ILE <br />D <br />FOYER <br />'3) <br />S3 <br />C1 �2, <br />LINE OF GARAGE IN <br />UP <br />I -OPEN-POSTFON -- - <br />- - - - - - <br />- - - - <br />- <br />t <br />VA <br />Ir- TIE <br />BM <br />SH 1/2 3j <br />V-) AT 10'-0"' <br />00 <br />413 <br />HD AT 7'- <br />Mao <br />CD Co <br />c <br />1/2" <br />TEMP.GLAPS <br />? <br />5'.4' <br />3'-8" <br />16070 <br />-*'ENTRY <br />C A if <br />\7 KI f-%Tl <br />2'-3" 161.01t 21-311 81-611 <br />201-611 91-611 <br />301.01f <br />FIRST FLOOR PLAW ELEVATION A <br />1/411 = 1 1-011 <br />HB <br />7 5/8" "� <br />Ln <br />04 <br />z <br />17 <br />LO F_ <br />C14 <br />r <br />04 <br />U') <br />7 5/8" <br />9 <br />IV <br />IT <br />zo <br />04 <br />AN <br />kill <br />0 <br />00 <br />U') <br />A3 <br />N <br />S <br />2 <br />0 <br />E <br />3 <br />A <br />T <br />E <br />'2 <br />N E <br />OTE: <br />SEE SHEET S-1 1, S-1 2 <br />01 <br />'2382'FOR LINTEL <br />C LLOUI <br />ALLOUTS & DETAILS <br />0 <br />'o <br />Bo <br />uj <br />TIE BM <br />T 10. <br />A _011 <br />Bo <br />-1 <br />00 <br />W, l.- <br />P: < <br />NOTE: <br />PROVIDE I <br />INSULATIC <br />WALLS AC <br />FO ATTIC <br />NOTE: <br />PROVIDE R <br />INSULATIO <br />EXTERIOR <br />INCLUDING <br />RIM JOIST I <br />FLOOR AS,' <br />NOTE: <br />1. SEE SHEET S-1 1, S/I 2'2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />SECOND FLOOR PLAW ELEVATION A <br />1/411 = 11-011 <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 />R4.1 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 />r] = 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 />0 = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />1:1 STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <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 <br />INSULATION REQ: <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONG WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2X4 <br />R-1 1 / R-1 3 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-1 1 / R-1 3 KRAFT FACED <br />(GARAGE / LIVING) <br />........... <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 />1 35.2 <br />-43.7 <br />100 <br />33.4 <br />-35.6 <br />33.4 <br />-40.5 <br />GARAGE DRI <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />C14 <br />C14 <br />"";z <br />LO <br />C) <br />A 00 <br />LL <br />46 <br />W <br />0 <br />W <br />z <br />V) LO E <br />0 0 <br />U <br />CV) CQ <br />CM0 <br />E o <br />0 <br />0 < <br />:E U < <br />6 <br />U U-1 a A <br />00 E c" <br />00 <br />CL 4) <br />LU <br />Lu 0 <br />Lu W _j 0 <br />1-- ZW <br />W (D UJ <br />Lu � 2 :� Z <br />0 - < 0 <br />it =) - _j Cn 0 3! W U) LL 0 LL _j 0 <br />< 0 <br />< l__ <br />0 <br />:<)08�zw'.�QZ2 <br />0 U) 0-OR02,200N <br />to , X D Q <br />(L � Fn ti LU X <br />0 <br />cy) 0 z <br />U- <br />0 FW- 0 _j <br />(L 0 Z'� W Q a. <br />- � < 2 5 � <br />< LU F- <br />0 < <br />0 <br />LL 0 LL <br />C:) <br />0 <br />z (N <br />W <br />0 F_ <br />(D) <br />> (0 0 <br />ce) 0 <br />(y) I,,- <br />U-) <br />_j <br />U) LL_ <br />(n 1Z <br />z <br />< W < Lo <br />F_ W a. C-6 <br />W CL 2 T- <br />00 <br />< >- < <br />Z <br />z <br />W <br />W <br />_j 0 <br />0 <br />(0 <br />C14 <br />04 <br />0 <br />C14 <br />P� <br />N <br />N <br />a C3 0 <br />N N <br />0 0 <br />C� C� C� C� C� <br />NI NI <br />co <br />0 00 0 <br />'r- <br />C� 9 9 <br />C14 CO <br />" <br />(D <br />, 0 0 <br />0 CD <br />0 <br />0 <br />NU-) <br />oc� 041 '60, <br />C6, <br />LO <br />C06 <br />I CY <br />CO C/) <br />Z <br />z !2 <br />C:) <br />W <br />0 LLJ (1) <br />(LL)j r 5; <br />0) 0 <br />0 <br />0 <br />W LU <br />X: <br />Lf <br />Z <br />13- - <br />W �- P <br />X <br />'V- < <br />�_ <br />< <br />F- X <br />W =) < <br />CO 0 <br />1.- 3: <br />�- <br />r*4 <br />0 W <br />Z�_j <br />W>-Xm <br />00 <br />< 1 0 <br />MzW <br />Z Z Lt <br />00 <br />LU 0:5 <br /><2 1z__ <br />CL W <br />o2 <br />>_ U) <br />< <br />z <br />z z <br />< 0 <br />z <br />0 <br />L) <br />� <br />0 <br />013- <br />A2 <br />z <br />z <br />W <br />< <br />_j <br />W <br />C-1.4 <br />,r- <br />LAST PLOT DATE <br />> <br />Dec. 14, 22 <br />z4-011 <br />0 <br />1ST&2NDFLOOR <br />.j <br />I- <br />PLAN A <br />