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7 5/8' <br />?x8 <br />1EADER <br />3EE Q/S, <br />(4) 12" <br />DP SH <br />O <br />tN <br />LO 7 <br />IT <br />�Go <br />w <br />P: ¢ <br />TIE BED <br />AT 8'-8" <br />8'-5 5/8" <br />2� <br />SH 25 - <br />co <br />HBt REGRESS L' ti <br />BEDROOM #2 <br />10'-0" X 12'-4" <br />8'-8" CLG <br />30'-0" <br />OVERALL <br />12'-6 3/8" <br />3 1/2" <br />t" <br />5068 SGD <br />GREAT ROOM <br />, „ , „ <br />9'-0" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN <br />000 <br />u•) <br />- <br />12-7 X 15-11 <br />8'-8" CLG <br />o <br />- <br />00 <br />O <br />� <br />(V <br />10" <br />5'-0" 6 6 <br />6'-10 <br />1/2" <br />r <br />16-0 1 /4" <br />6" WALL <br />3 STUD <br />E__j—N <br />(2) 206qBF <br />rBELOWN <br />4"1 <br />R&S'-7" <br />9'-2 1 /4" <br />11 <br />12'-10 5/8" <br />M <br />2X4 KNEE <br />WALL, TOP <br />AT 34 1/2" <br />I7 <br />12 XF71-0 <br />N <br />a <br />8'-8" CLG <br />BATH <br />�cn <br />o <br />' i <br />DINING ROOM <br />8 -8 CLG <br />1 <br />Y a <br />r r <br />iv <br />15'-11" X 17'-9" <br />Z <br />0 <br />i <br />� <br />8'-8" CLG <br />TP <br />U <br />�❑ rr C)RANGE <br />N N c0 <br />QO <br />W/ HOOD <br />TB <br />all <br />- <br />41 <br />Ir r <br />M <br />rn <br />-- <br />, <br />cv <br />1' 3" _ <br />77� <br />N <br />„ <br />r <br />" WALL o <br />5'-3 3/4' <br />2'-3 7/8" `"' <br />V-3 1/2" <br />PANTRY <br />_`V <br />REF <br />STACKING <br />6'-7" <br />-1 <br />WALL <br />B.U.C. <br />� <br />4 16" <br />' <br />(V <br />N <br />W/H <br />4" INSULATED <br />G <br />BRG WALL <br />S3 <br />PROTECTIVE <br />((3)) STUD <br />t:'OLUMN BELOW <br />BOLLARD <br />20 MIN FIRE <br />�, <br />N <br />, <br />RATED DOOR W/ <br />00 <br />WEATHER STRIP <br />FOYER <br />(2) 2x8 <br />8'-8" CLG <br />TWO CAR GARAGE <br />Q S DER SEE <br />o0 <br />18'-9" X 20'-0" <br />r; <br />4" INSULATED <br />in <br />BRG WALL <br />r <br />r <br />r <br />r <br />� <br />`7 <br />S3 <br />-LINE QEGARAGEIN--- <br />__________ <br />I OPEN POSTION <br />E <br />I <br />co rM <br />IUF <br />I <br />I <br />I <br />I <br />7 5/8" <br />X-4 1/2" <br />2668 - <br />3 1/2" SH 1/2 34' <br />TIE BEAM TIE BEAM D AT 6'-8h' <br />AT 8'-8" AT 8'-8" I M T MP.GLA�S <br />16070 I ENTRY i III <br />rk <br />—— — — — — — — — ------J <br />LINE OF STRUCTURE 16" X 16" X 20" <br />ABOVE A.F.F. CMU BASE W/ <br />'-4" 16'-0" (4) #5 VERT. TYP OF (2) 3'-4" <br />30'-0" <br />(2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />TO POST EACH EN <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-011 <br />5/8" <br />N O <br />IT <br />io <br />N <br />0 <br />N <br />N <br />0o <br />v <br />J <br />LqJ� <br />iM W <br />u, > <br />0 <br />w c0 <br />m60 <br />W <br />F-a <br />TIE BEAM <br />5'-8" 2'-4 1'-4" --(2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />10'-0" TO POST <br />6X6 PRESSURE <br />TREATED WOOD POST <br />W/ PAU66 TO CONC <br />C <br />it <br />2'-10" <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />SH 25 2ND FLOOR <br />D AT 7'-3' WINDOWS <br />EGRESS v <br />30'-0" <br />24'-4" <br />MUMIOIM) UT8 006,01 A <br />( UMIXAM) UT8 000,08P (8 <br />SP 25 <br />HD AT 7'-3" <br />�* EGRESS <br />2'-10" <br />I <br />I <br />4„ <br />13'-0" <br />I <br />'-3 3/4" <br />1 <br />'-3 3/4" <br />11'-8 1/2" 4" <br />m1wIif <br />00 <br />�I m <br />BEDROOM #4 <br />N <br />I <br />I <br />I N <br />I <br />BEDROOM #3 <br />_ <br />`= <br />r <br />12'-9" X 11'-11" <br />v <br />I <br />I v N <br />10'-3" X 1 V-8" <br />8'-0" CLG <br />0 <br />8'-0" CLG <br />r <br />r <br />� <br />e- <br />r <br />(V <br />� <br />Co <br />13'-0" <br />3'-8" <br />5'-7 1/2" 6'-1 " <br />11 1/2" <br />CV <br />2668 <br />or <br />c� <br />TP <br />BATH #2 <br />* <br />8-0 CLG <br />W.I.C."WALL <br />u_ I - <br />co N <br />O <br />O <br />00 I r <br />N I <br />°' <br />°' TB <br />r <br />BEDROOM #5 R 8, S <br />a <br />W <br />`- <br />r <br />11'-7" X 9'-10" <br />HANSEN RYER <br />ENT <br />C? U <br />8'-0" CLG 2" D (4) i <br />��s <br />BOX <br />� <br />r <br />_� W <br />w <br />�c9 <br />r22"x36" ', <br />�o <br />= <br />iv <br />ro <br />IATTIC I <br />`t� LAUNDRY <br />r <br />ACCESS j <br />0 <br />LOFTco <br />- <br />VIP" <br />S <br />10810" <br />N� <br />- <br />CLG <br />O <br />00 <br />= I— <br />f) ¢ <br />U) <br />❑ <br />10'-3 1/2" 3'-8" <br />3'-4" L 4'-8 1 /2" <br />7'-4" <br />_ <br />N <br />36" LOW <br />1 <br />#6 <br />o <br />WALL A3 <br />- <br />C?BEDROOM <br />11 -4 X 11 0 ( <br />r <br />DRAIN <br />`? <br />N t` <br />8'-0" CLG <br />DN <br />w <br />m I <br />N <br />SHOWER <br />¢ O <br />o U <br />CD <br />r <br />~ <br />HEAD& --_- <br />VALVE 1 <br />=w <br />9 N I <br />cv I <br />1 ---- <br />A3 OoV <br />N <br />M <br />13 <br />1'-5 1/2" <br />1 ---- <br />0? <br />N <br />7 1/2" <br />4„ <br />11'-8" <br />1'-8" <br />4'-21/2" <br />---- <br />3'-11" 1 <br />N <br />r <br />2'-1 3/8' ---- <br />8" EXT <br />`' <br />6" WALL 7 <br />FRAME <br />WALL <br />ao� <br />_-_ <br />O. BATH 6 _ <br />1 go <br />8'-0" CLG O' S <br />SUITE <br />CDOWNERS <br />;' <br />- <br />17'-0" X 13'-0" <br />4--- <br />T <br />r <br />N <br />r <br />8'-0" CLG <br />i <br />W.I.C. <br />3 ._-- <br />I <br />I <br />36" H. <br />Q �s <br />r <br />N <br />r 6� CONT <br />I <br />r <br />I <br />u, RAILING <br />(2)2X6 HEADER <br />I <br />I c <br />U <br />SEE M/S6 - TYP. <br />its <br />I� <br />R <br />l <br />SH 1/2 34 8" EXT <br />WINDOWS <br />i <br />HD AT 7'-3" FRAME <br />i <br />WALL <br />2-PLY <br />BUC W/ (2) <br />2-PLY BUC W/ (2) <br />I <br />I <br />� <br />- <br />MSTA36 <br />STRAPS <br />MSTA36 STRAPS <br />I <br />I <br />TO <br />FLOOR <br />TO FLOOR <br />TRUSS <br />BELOW <br />TRUSS BELOW <br />SH 1/2 34 <br />SH 25 SH 25 <br />HD AT 7'-3" HD AT 7'-3" <br />EGRESS <br />q 6-10" 6'-10" <br />60 <br />r <br />O ~Q 13'-8" <br />TOP CANTILEVER <br />AT 18'-0" <br />nU fr I r-s <br />3'-2" 3'-2" 2'-8" 7,_4„ <br />6'-4" 10'-0" <br />30'-0" <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /4r' = 1'-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 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 />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />8" CMU W/ 1X3 PT FURRING STRIP <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <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 />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 />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />17 AT 7 3/32" <br />15 AT 10" <br />1 <br />10'-0 3/4" <br />TREADS WITH 1" NOSING <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />1110 <br />SECOND FLOOR LIVING <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />60 <br />GARAGE <br />403 <br />TOTAL SQ FT 3043 <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 />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 />1 30.0 <br />1 -33.9 <br />r� <br />N <br />0 <br />N <br />00 <br />LO <br />Lo <br />co <br />LO <br />r <br />� <br />LU <br />r - <br />� <br />w <br />❑ <br />z <br />N <br />N LO E <br />t` ma's; <br />°o <br />M co <br />Ln <br />-0 w M <br />` 2 <br />� Opp <br />_ <br />0 LL O N Q <br />Uo- <br />Vi <br />f' W QN C <br />t` C)E 2 .m <br />V, <br />W <br />C7 W <br />❑Ld C w0E- <br />~~gLU ��~zw <br />WjL�co0 <br />Q Q <br />U <br />U-000�0 <br />do zEu--z20o��Q <br />(� O <br />ONE OZoIX00m <br />Jam' ca��ZY0_Zz�Q <br />0 <br />H <br />��d <br />07 0 <br />ll <br />Z <br />a�wO�H�—�w0 <br />g� 0 0 o�Z�a <br />< <br />LL F-a� <br />O <br />O <br />Zw <br />0� <br />U) O <br />OF.CMI` <br />a ILL <br />11, <br />Q W Q Lq <br />H a- cM <br />0000 <br />Z V <br />z� <br />W <br />WO <br />J <br />O <br />2023 <br />I Re <br />vie <br />Ajsi <br />t. I <br />- <br />virtui <br />Plans RevieN <br />co <br />pl <br />ted <br />n cppcved <br />for compliance <br />witl <br />the <br />202 <br />13 <br />7th <br />Edition <br />by get <br />ra A <br />4 <br />l�h <br />P} 2 <br />300 <br />co <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />r <br />o <br />M <br />r <br />M <br />N <br />o <br />- <br />O <br />0 <br />V <br />r <br />0 <br />CD <br />z <br />' <br />_O <br />w <br />Low <br />> <br />o <br />r <br />o <br />N <br />0 <br />M <br />0 <br />1* <br />0 <br />lt') <br />o <br />(O <br />co <br />z <br />�+V <br />(n <br />Q <br />C)Zw <br />�--+ <br />L1.1 <br />(n <br />0 0 <br />�--+ <br />O <br />V <br />w <br />()VS2 <br />0 <br />orQ <br />ra­ <br />Q <br />T.-q <br />Z <br />a -a <br />a <br />L , <br />= <br />W <br />Mitw <br />N <br />0� <br />zo= <br />■ ■ <br />w <br />a. <br />U-) <br />Q <br />0 <br />zX0 <br />�0 <br />Uaz <br />• <br />Z <br />Z <br />?� <br />� <br />00 <br />�g <br />IZ <br />W <br />z <br />z <br />Uj <br />0 <br />W <br />(.0 <br />0 <br />LAST PLOT DATE <br />• . <br />May 8, 2023 <br />Z <br />4_4 <br />0 <br />1ST & 2ND FLOOR <br />_J <br />PLAN A <br />