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A3 <br />TOP <br />T 18' <br />0 <br />ao <br />O.. T <br />oa <br />r <br />Zo <br />LINE OF <br />ROOF <br />30'-0" <br />OVERALL <br />2'-10" 1. 10'-6 1/2" <br />SH 25 <br />HD AT T-3" SH 25 <br />EGRESS HD AT T- ' <br />4" <br />15'-4" <br />OWNERS SUITE <br />15'-4" X 14'-0" - <br />8'-0" CLG <br />zo <br />N <br />M <br />LO V='^Q N <br />l \ T <br />o m <br />LOFT <br />13'-4" X 10'-8" <br />8'-0" CLG <br />H <br />H <br />FEl <br />M <br />H <br />u�imp "10 <br />♦�I'� w 1 <br />�! I 1 �ee1 • • • _ .. <br />CN <br />16'-7 1/2" <br />.• <br />N <br />N <br />r <br />•.. <br />1 <br />N <br />N <br />N, <br />w <br />TP <br />AHU <br />1'-11 1/2" <br />ATTIC <br />ACCESS <br />7TB N <br />0 I <br />I <br />—1 <br />R&S <br />SHW HD & <br />VALVE <br />60" x 36" <br />SHOWER <br />PAN <br />BEDROOM #5 <br />M <br />C) <br />N <br />10'-0" X 10'-11, <br />M U) <br />-RETURN 8'-0" CLG <br />N r` <br />AIR BELOW <br />Q W <br />Oil] <br />a:R� <br />0 5'-2 1/2" 5'-1 1/2" 4" <br />(2) 2068 BF <br />R&S <br />R&S <br />(2) 2068 BF <br />BEDROOM #4 <br />10'-1" X 10'-7" <br />8'-0" CLG <br />b BEDROOM #3 <br />5 11'-4" X 9'-8" <br />a 8'-0" CLG ZN <br />3 t0 <br />r (0 <br />i N <br />8 3/8" T-3 3/4" 1 V-7 7/8" M 2'-3 1/2" 1'4 1/2 10'-4° <br />01 <br />d � <br />I BEDROOM #2 <br />SH 25 I m 11'-5" X 10'-8" <br />HD AT T- " I I 8'-0 CLG <br />EGRESS (0 <br />i? CD <br />2 11 N oo I I N <br />d A3 — —� — -� I N (2) 2X6 HEADER <br />R & S SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS <br />I <br />SH Zb SH 25 <br />H D AT 7'-3" H D AT T-3" <br />EGRESS <br />T-2 1/2" 2'-9 1/2" T-2" 7'-2" <br />10'-0" 5'-8" 14'4" 1 10 <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN (ELEVATION B <br />1 /'T11 = 11-011 <br />MU) <br />N W <br />U) Q <br />M W <br />4" <br />CO <br />r <br />SQUARE FOOTAGE: <br />AREA PROPOSED <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY 54 <br />GARAGE 401 <br />TOTAL SQ FT 2672 <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 END <br />10 39.4 -42.1 39.4 -51.8 <br />20 37.6 -40.5 3T6 -48.6 <br />50 35.2 -37.3 35.2 -43.7 <br />100 33.4 -35.6 33.4 -40.5 <br />GARAGE DR 30.0 -33.9 30.0 -33.9 <br />WALL LEGEND: <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE UNO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. UNO <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />STAIR DATA <br />STAIR RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2X6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFLES AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />LOFT RAILING ON OPPOSITE <br />WALL - PROVIDE <br />BLOCKING AS REQUIRED <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 />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />�—— — — — — — — — — <br />ENGINEER \ SEE SHEET ST <br />TRUSSES \ FOR STAIR DETAILS <br />1/2" DRYWALL \ <br />PWDR \ <br />BATH <br />I = <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER -- A3 <br />STAIRS SURFACE AND ANY — <br />W SOFFIT PROTECTED ON I11 <br />O THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR I <br />302.7 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION LANDING <br />AND DETAILS <br />STAIR SECTION <br />1 1211= 11-011 <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FBCR R311.7.2 <br />101, 1" NOSING <br />6' RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />X__2: MATERIAL <br />(3) 2x12 STRINGER-- / <br />STAIR DETAIL <br />NTS <br />V V `OCT 28 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW <br />2X8 #2 SYP P.T. BASE PLATE <br />SET TIGHT TO SHEATHING <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END — <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. — <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. --_ <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1) STRAP EACH <br />SIDE) CENTERED W/ (13) 10d <br />NAILS AND (8) 1 /4" X 2-1/4" <br />TITENS INTO GROUT FILLED <br />CMU - STRAPS TO BE <br />ATTACHED DIRECTLY TO CMU <br />* CENTER OF STRAP AT <br />T/WALL TYP. U.N.O. <br />SEE PLANAdk <br />_ T/WALL <br />W <br />O <br />z <br />W <br />W <br />07 <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. IF CONDITIONS <br />ARE EXCEEDED, CONTACT E.O.R. <br />4 WALL SPLICE DETAIL <br />N.T.S. <br />11 <br />]N <br />:A <br />'� <br />CN <br />W <br />� 0 ^ <br />M <br />U <br />M.10M N <br />N <br />V <br />�_ <br />C <br />c-) <br />i <br />L O <br />O <br />O <br />Q <br />—= <br />.N <br />C% <br />w Q� <br />114 <br />c <br />W <br />L <br />p E ri <br />.9) <br />70 <br />C <br />f— <br />0 <br />N <br />N <br />O <br />N <br />00 <br />N <br />LO <br />0 <br />00 <br />u') <br />Q <br />z <br />W <br />O <br />0 <br />W <br />0 <br />z <br />Q <br />OwP w -1 w W�'o <br />a <br />H � � � Z � <br />Ur W �¢ p Q Q w U 0 0-, 0 <br />dWE_zQ CYW�fro�tmD (nww_i <br />W LLI���Q7 J <br />cnU' Z Q�Q°WQ�ZWZ020oa <br />ILL Ow err �YZQQ Q <br />OQ o 0 oQ � <br />�QLL <br />l0 <br />O <br />z (NI <br />OLLJ <br />LD <br />i (n O <br />0 cM rl- <br />Q J � <br />U) ti <br />00-0 M M <br />�CL5 <br />00 <br />zv� <br />W z <br />W <br />J O <br />O <br />d' <br />O <br />N <br />CD <br />N <br />CD <br />N <br />N <br />N <br />C) <br />N <br />C) <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />r- <br />_O <br />Co <br />N <br />— <br />O <br />N <br />O_ <br />O <br />N <br />\ <br />O <br />N <br />C) <br />Z <br />C)O <br />C) <br />O <br />NL0 <br />W <br />o <br />0 <br />0 <br />0 <br />l <br />LO <br />> <br />� <br />N <br />N <br />CO <br />�1' <br />Ui <br />� <br />M <br />}~ <br />z <br />W <br />Q z <br />C)z� <br />O <br />tW1 <br />U <br />o W o <br />UUc5 <br />zj <br />LO -0 <br />O <br />OF-0 <br />Q <br />z <br />aofa <br />�wQ <br />T'I <br />= <br />01-�2 <br />m�W <br />N <br />O <br />N <br />ZO= <br />QED <br />Q <br />p <br />U <br /><WW <br />-Jz� <br />z <br />v, Q <br />z <br />U <br />J <br />00 <br />z <br />Q <br />z <br />z <br />w <br />Uj <br />J <br />V_ <br />LAST PLOT DATE <br />o <br />O <br />July 28, 2022 <br />z <br />_I <br />2ND FLOOR PLAN B <br />