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TOP <br />T 18' <br />0 <br />ao <br />OQ <br />�n <br />N <br />SQUARE FOOTAGE: <br />WALL LEGEND: <br />GENERAL NOTES: <br />AREA PROPOSED <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />GYP ON INTERIOR SIDE UNO <br />FIN AWAY FROM WINDOW FRAME. <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES <br />TOTAL LIVING SQ FT 2217 <br />LINO <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />ENTRY 54 <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />GARAGE 401 <br />GYP. UNO <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />TOTAL SQ FT 2672 <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />NOTED. <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />RESISTANT COMPONENTS. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />STAIR DATA <br />SMOOTH FINISH. <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />As per Florida Building Code edition , <br />STAIR <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />(Wind <br />Residential Table R301.2 (4) (Wind Speedd Conversions) <br />MARK <br />CODE. <br />and ASCE 7-10 Methods <br />WALL <br />r <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />TRIBUTARY <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AREA (ft)2 <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />INSULATION REQ. <br />INTERIOR END <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />10 39.4 -42.1 39.4 -51.8 <br />APPLIED TO THE GARAGE SIDE. <br />LOCATION <br />R-VALUE / TYPE <br />20 37.6 -40.5 37.6 -48.6 <br />TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK <br />50 35.2 -37.3 35.2 -43.7 <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. <br />EXT FRAME 2X4 <br />R-11/R-13 KRAFT FACED <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />100 33.4 -35.6 33.4 -40.5 <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />CORNER SHELF = 56" A.F.F. <br />LINE OF GARAGE D 30.0 -33.9 30.0 -33.9 <br />(INSTALL BAFFLES AT EAVE) <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. <br />ROOF <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />BELOW 30'-01, <br />(GARAGE / LIVING) <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />OVERALL <br />T.B. AND T.P. <br />2'-10" 10'-6 1/2" 1. 16W 1/2" <br />SH 25 <br />HD AT 7'-3" <br />SH 25 <br />EGRESS <br />HD AT 7'- <br />" <br />iv <br />r <br />r <br />SHLV <br />r <br />0. °° <br />O c <br />• <br />R & S <br />r <br />�o�� <br />- <br />WIC I <br />8'-0" CLG I <br />1 <br />� <br />I <br />411 <br />164" <br />3'-2 <br />6 6" 5'-3 1/2" <br />1 <br />L N <br />5'-0 1/2" I <br />4" <br />WNERS BATH 2668'-0" <br />CLG <br />rT <br />OWNERS SUITE-4 <br />00B <br />N <br />15X 14-0 <br />- <br />Co <br />r <br />8'-0" CLG <br />N <br />N <br />w I <br />� <br />TP <br />� <br />LR&S <br />CV <br />SHW HD & <br />00 <br />CD <br />VALVE <br />ih <br />N � <br />-- N <br />o <br />SHOWER <br />rn Q <br />Q <br />r <br />AHU <br />PAN <br />_❑ <br />M <br />BEDROOM #5 <br />10'-01, <br />X 10'-11, <br />cn U) <br />RETURN <br />8'-0" CLG <br />N cn <br />LU <br />13'-LOXF 0'-811 <br />���� <br />AIR BELOW <br />Q <br />w <br />8'-0" CLG <br />o <br />4 <br />1'-11 <br />13 ' 8" <br />4" <br />13'-4 1 /2" <br />`L5'-2 1/2" <br />5'-1 1/2" <br />(V <br />M- <br />3'-1 3/4" 3'-1 5/8" <br />3'-5" <br />(2) 2068 BF <br />R & S <br />- - - - - <br />R&S <br />- - -NL <br />DN <br />,OO <br />(2) 206 <br />]T,f <br />M °° <br />°('©�ATTIC <br />°° <br />22"X36"1,F <br />LO <br />U <br />ACCESS <br />BATH #2 <br />8'-0" CLG Lo <br />BEDROOM #4 <br />10'-1 " X 10'-7" <br />8'-0" CLG <br />9 iv <br />r <br />8 0? <br />7 <br />s BEDROOM #3 <br />5 1 V-4" X 9'-8" <br />8'-0" CLG <br />4 N <br />r 00 <br />r � <br />N <br />8 3/8 3'-3 3/4" 1 1 V-7 7/8" M 2'-3 1 /2" V-4 1/2" 10'-4" <br />BEDROOM #2 <br />SH 25 I m 11'-5" X 10'-8" <br />D AT 7'- " ( M 8 -0 CLG <br />EGRESS 00 - U I o <br />2 CD 0? I °� I N <br />N <br />A3 - -`t - J I (2) 2X6 HEADER <br />R & S I SEE M/S6 - TYP. 2ND <br />o FLOOR WINDOWS <br />I <br />51-1 1b SH 25 <br />H D AT 7'-3" H D AT 7'-3" <br />EGRESS <br />40 7'-2 1/2" 2'-9 1/2" 7'-2" 7'-2" <br />10'-01, 5'-8" 14'-4" <br />(_ 30'-0" <br />SECOND FLOOR PLAN (ELEVATION A <br />1 /411 = 1'-0„ <br />L0C?U) <br />N ~ W <br />U) <br />C) <br />❑ W <br />2 <br />N <br />0 <br />N <br />4" <br />19 <br />M <br />r <br />LOFT RAILING ON OPPOSITE <br />WALL - PROVIDE <br />\ BLOCKING AS REQUIRED <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 />ENGINEER \ SEE SHEET ST <br />TRUSSES \ FOR STAIR DETAILS <br />1/2" DRYWALL <br />PWDR <br />BATH <br />ENCLOSED ACCESSIBLE <br />J SPACE UNDER STAIRS 3 <br />SHALL HAVE WALLS, UNDER <br />9 STAIRS SURFACE AND ANY <br />> SOFFIT PROTECTED ON ' <br />0 THE ENCLOSED SIDE WITH <br />1/2" GYPSUM BOARD. FBCR <br />302.7 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION LANDING <br />AND DETAILS <br />d _ < <br />STAIR SECTION <br />1 /2" = 1'-091 <br />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />W/ FE:,R R311.7.2 <br />NOSING <br />a' RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />�2x MATERIAL <br />(3) 2x12 STRINGER----/ <br />STAIR DETAIL <br />NTS <br />Virtual Reviewlg� ��� <br />Plans Review completedtr(zin�lo'tit�/ <br />for 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 PLAN <br />_ T/WALL <br />w <br />0 <br />z <br />W <br />W <br />cn <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 />- 4,0 <br />- <br />. <br />>. <br />Y <br />V) <br />N L0 <br />� ol <br />W L <br />U <br />0 <br />In <br />d <br />7 <br />V) U <br />rMi <br />-0 � `° <br />M <br />E <br />t o <br />O U_o <br />o <br />C Q <br />��� <br />•� sU <br />��Q <br />�^ <br />N 4x <br />V) <br />w Q N <br />W L <br />0 E <br />a <br />N <br />N <br />O <br />N <br />r <br />N <br />r <br />LO <br />0 <br />w <br />LO <br />it <br />Q <br />Z <br />.W <br />G <br />O <br />❑ <br />W <br />❑ <br />z <br />Q <br />0 LLj uj w O I— <br />W �< Q W¢�zo <br />Ui W W::) 0Q�0,U0O_jO <br />Q Z0RO W 0Z20o~a <br />F- CW��zOWO�mz <br />Co U <br />0Z 1 O WazujzCLQ<—oLL Ow FYpQ <br />oQ o 0 oQ<W <br />�LL <br />O <br />O <br />Z N <br />OW <br />f- <br />> (n O <br />`M O <br />LL 14, <br />IZ M <br />z < >- < o�o <br />Z V <br />W <br />W J O <br />O <br />CD <br />mi IT <br />N <br />O <br />N <br />N <br />N <br />N <br />N <br />� <br />o0000 <br />r <br />Co <br />O <br />O <br />r <br />N <br />1 <br />1 <br />O <br />Z <br />O <br />r <br />r <br />O <br />O <br />i <br />i <br />I <br />0 <br />NL0 <br />W <br />o <br />0 <br />0 <br />0 <br />0 <br />l <br />l <br />> <br />r <br />N <br />M <br />q <br />U') <br />i <br />i <br />M� <br />vV w <br />Z zt- <br />-�' <br />-F-+ <br />O <br />W <br />Qz <br />w <br />z <br />0 <br />ICY)U <br />coo <br />�z� <br />O <br />❑z- <br />LU- <br />OF-❑ <br />Q <br />Z <br />aofaa. <br />LU <br />rl <br />= <br />mr-W <br />N <br />.� <br />= O= <br />(11 <br />� <br />z o <br />■ ■ <br />W <br />� <br />CF) <br />Q <br />O <br />ZOO <br />O <br />U <br />a-z" <br />Z <br />�z <br />QF- <br />J <br />OV <br />_p <br />W <br />z <br />z <br />z <br />z <br />w <br />W <br />J <br />N <br />0 <br />0 <br />LAST PLOT DATE <br />• <br />December 14, 2022 <br />Z 0 <br />_I <br />2ND FLOOR PLAN A <br />r <br />-_F _1I A'-10:!A3 A111 L 1A a i.ii"II VII,- ANAL I -- - - I�T7 T�,_ - i II iap i.l �- Ti .. -- <br />