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B <br />S6 <br />S6 <br />0 <br />60 <br />LO <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 />30'-0" <br />13'-3 1 /4" <br />(E�- <br />2869` / <br />00 <br />1/2" <br />Fw <br />5068 SGD <br />M <br />O <br />BRG �r <br />WALL <br />T-11 " <br />LIVING ROOM <br />15'-2" X 16'-3" <br />WALL 1 8'-8" CLG <br />O <br />N <br />S3 <br />7 5/8" T-4 3/4" 5'-6" 4'-6" 14'-2" <br />NOTE: <br />PROVIDE 1/2" PLYWOOD <br />21_p" DRAFT STOP IN FLOOR <br />X8 WA L TRUSS SYSTEM FOR A <br />CPT. MAX. AREA OF 1000 S.F. <br />TILE TILE (PER FBC R302.12) <br />DRAIN <br />KITCHEN ---2 6KNEE °---------- <br />SHWR HD co 9'-7" X 14'-2" WA TOP <br />& VALVE AT 3 1/2 <br />w REF 8'-8" C L N <br />6 A7 5 w Q BRG <br />uu rn <br />YcL WALL . C CAFE <br />OWNER'S „ <br />2868 RANGE W/ - 8 -6 X 14 -2„ <br />BATH HOOD O ii I. -au 8'-8" CLG <br />GG nno:. of II a� .0 <br />S3 <br />TB D <br />U H M <br />TILE <br />TP CPT. <br />(D 1 A7 2 iv <br />N co <br />LIN. DW _ II 1 <br />PLUMB A3 <br />STACK <br />WALL <br />7 5/8" <br />T-4 3/4" 3'-7" 1'-11" 5'-8" 2'-10" 2'-2" 4'-10" 10"L6, 3'- <br />W.I.C. <br />DRYER TILITY � 00 <br />VENT cC14 N PANTRY <br />HANSEN D 4 A7 <br />BOX W/S AT GG io= <br />6" WALL 60" AFF o S3 ES <br />0 CO <br />------� N RG <br />S & R WALL <br />N 20 MIN FIRE <br />W/H 4" INSULATED RATED DR <br />WALL W/ WEATHER <br />STRIP <br />�22"x36" <br />PROTECTIVE I ATTIC I <br />BOLLARD L ACCESS <br />4" INSULATED <br />BRG. WALL — <br />TWO CAR GARAGE <br />19'-3" X 20'-0" <br />LINE OF GARAGE IN <br />IGPEN_PCSTF0fT---------------I <br />I Ir <br />TIE SM <br />AT 10'-0' \ <br />co 00 <br />�Q I <br />I I <br />16C70 <br />M <br />7 5/8" ~ <br />in <br />N <br />MINNI <br />PWDR <br />�• <br />LU <br />'2868 <br />►� <br />i <br />►� <br />►��, <br />nrf� <br />••-�ABV <br />MEN <br />•- <br />0111 <br />ram' <br />i�►1 <br />O <br />,� <br />i <br />2'-3" 16'-0" 2'-3" 8'-6" <br />20'-6" 9,-611 <br />30'-0" <br />FIRST FLOOR PLAN- ELEVATION A <br />1 /41; = 1'-011 <br />7 5/8" <br />IV <br />17 <br />o <br />b <br />0 <br />Lo <br />3 <br />A3 <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL <br />CALLOUTS &DETAILS <br />m60 <br />W <br />HQ <br />TIE BM <br />AT 10'-0" <br />m;o <br />W <br />H Q <br />NOTE: <br />PROVIDE I <br />NSULATIC <br />WALLS AC <br />TO ATTIC <br />NOTE: <br />PROVIDE F <br />INSULATIO <br />EXTERIOR <br />INCLUDING <br />RIM JOIST <br />FLOOR AS: <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 />SECOND FLOOR PLAN— ELEVATION A <br />1 /411 = 1 1 <br />-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 450 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" U.C. <br />W/ 1/2" GYP. <br />❑ = 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 />O = 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 />1 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 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 SAVE) <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />JUL 21 2023 <br />V_ A< <br />Virtual Review Assist. Inc_ roved <br />Plans Review completed and approved <br />for compliance <br />by Deb aAnne <br />leHlahr PX2300 Edition <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 />39A <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 DR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />0 <br />N <br />rn <br />01, <br />2 <br />W <br />0 <br />Q <br />V) 4) E <br />Yr 'M.Op- O <br />_W <br />r�_`m <br />pco <br />ai 8 <br />}- o 8 <br />w 0- ~ c <br />�,% <br />Q� o � m <br />~ 0 CL <br />W <br />W W <br />�� uj W0 <br />WHQ X�J W¢2YZ� Z <br />WOiJQOJd�LL00OJO <br />(� <br />< Q U <br />~O ~O <br />?0XJZX 02201 U. Q <br />a�a <oX <br />U) 0 Z <br />zW°uwPazU. a. <br />_j<< Lua-�ZgZpWQ <br />z q�Q <br />oLL Q o 0 o�Q <br />LL <br />>t <br />O <br />Z N <br />OW <br />(j) 5 <br />o <br />(]HMO <br />Q � M 11",­ <br />� U) <br />F—�iIZM <br />00 <br />Z U F_ <br />Z�j <br />W <br />JO <br />J <br />COO <br />N <br />N <br />N <br />ti <br />4 <br />4 <br />r= <br />CD <br />N <br />O <br />CV <br />o <br />0 <br />0 <br />00 <br />rn <br />a <br />CO C>0 N O O <br />•- <br />O O <br />�� <br />O O O O O <br />CV CV CV N N <br />CV CV <br />CA O 6 Op M <br />N O O r- <br />H O <br />N M <br />N <br />O O O <br />OOOr-�00 <br />c <br />•- CO <br />No <br />U <br />0 0 0 0 <br />� <br />0 0 <br />♦ <br />L <br />V-1 NJ M d U') <br />CD I r-- <br />I Cr <br />M co <br />Z Z <br />O <br />W <br />_ <br />LU <br />❑wvO <br />a--+ <br />(M <br />0W-C <br />_ <br />W <br />ZW <br />cj��� <br />qr� Q <br />0 <br />LU <br />= <br />a�n <br />V <br />N <br />Z W <br />>- <br />a�ZW <br />I0 <br />W N Og2z <br />Z <br />`CO <br />. <br />Z <br />U <br />ovg <br />0 <br />M� <br />W <br />� <br />z <br />Lu <br />w <br />N <br />W <br />O <br />r— <br />LAST PLOT DATE <br />May. 9, 23 <br />z <br />O <br />1ST & 2ND FLOOR <br />J <br />PLAN A <br />