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CV <br />tV <br />N <br />CV <br />in <br />N <br />bo � <br />co <br />QJ <br />FTIE BEAM v <br />AT 8'-8� <br />ao <br />a <br />7 5/8" <br />00 <br />N (O <br />XQ <br />❑ <br />30'-0" <br />14'-4" 10'-4" 5'-4" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN 3 1/2" <br />2' 0" <br />SH 25 <br />1.0 HD AT 6'-8" <br />I• t �' EGRESS �°HB <br />►fir <br />I <br />�� <br />►� <br />% <br />�• <br />►�r <br />0i <br />1 • : : <br />�' <br />:r <br />a\ <br />/\ <br />AP�R <br />r <br />�. <br />►♦r <br />�1 <br />:tsv:r••s •:,hr;o:.,tr•�:rt,:•:••t;,?,, <br />::,.:,v:;.:a•:;•:,�:,^:,�:e, � •�:•rr:•r.•:,:•a�� <br />■� ■► <br />. <br />�rA� <br />;e <br />-• <br />fir, <br />• • <br />�� <br />I wi 1.7 <br />Ii�,�O <br />•• <br />'�p�:�:�iJ1 <br />• <br />• 1 <br />1 <br />1 <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /4" = 1'-0" <br />7 5/8" <br />2x8 <br />HEADER <br />SEE Q/S, <br />4 12" <br />SH <br />O <br />N T O <br />N C7 <br />Ln <br />7 5/8" "' <br />•i B <br />w <br />m60 <br />w <br />TIE BEAM <br />AT 8'-8" <br />v <br />0 <br />eo <br />v <br />N <br />QO <br />N <br />bo <br />zn <br />8" EXT <br />FRAME <br />WALL -� <br />2'-10" <br />SH 25 <br />HD AT T-3" <br />EGRESS <br />30'-0" <br />24'-4" <br />2'-10" <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />2ND FLOOR SH 25 <br />WINDOWS D AT EGRESS <br />VVIA1; ;►ltltltltltltltitltltltlTltltitl' <br />dltitititltifitili <br />111Tititl?1T1f1 fiTitififitiT <br />rL <br />1 <br />1 <br />1 <br />� <br />1 <br />1 <br />7 <br />1 <br />7 <br />_F <br />F <br />I Imo"." <br />11III 0 <br />r <br />1 I' <br />_ <br />r <br />• r� • <br />1 1 <br />iT <br />1♦ I <br />1 <br />■ <br />1 <br />1 1?itlT1T1T1; 1 �T1T..aTIT� <br />• � <br />rt9Tltltlt1t111 <br />:171�STit1T1Tq' <br />• <br />�i <br />.;lTltiYlt� : . <br />�YitltitiTil1tiTitiTitl: — : �1Tltltlta <br />1 1 <br />1 1 <br />SECOND FLOOR PLAN - ELEVATION B <br />1 /411 = 1'-011 <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 SAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11 / R-13 KRAFT FACED <br />4" <br />0 <br />M <br />LO <br />-4" <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />ao <br />a� <br />OQ <br />TOP <br />AT 18'-0" <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 R <br />4.1 HIGH PERM,1/2" GYP <br />2x4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE. LINO <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 />= FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />1110 <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />GARAGE <br />33 <br />403 <br />TOTAL SQ FT 3016 <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 />virtual Review Assist, Inc• roved <br />Plans Review completed and app <br />FBE "1 <br />tot compliance Ann'the l(lah0r PX2300 Edttton <br />by Debra <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 />3 WALL SPLICE DETAIL <br />N.T.S. <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 />GARAGE D <br />$0.0 <br />-33.9 <br />30.0 <br />-33.9 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH ST& 1) D RA 3E1 EACH <br />SIDE) CENTE��E ) <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 />w <br />O <br />z <br />w <br />w <br />m <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 />N <br />N <br />N <br />- `vj <br />N <br />% <br />.p� <br />Z L.� <br />O +;`' <br />O <br />00 <br />U . <br />01 <br />�,� <br />• <br />' p.'.' .;' <br />Q <br />O <br />Q <br />t�Io` <br />Namry- E <br />%0 b o <br />L % <br />W <br />Q m <br />ch CO <br />N <br />E r o <br />� o 2g <br />.�2 <br />w 6� � * <br />U a" <br />7Q� <br />V <br />` o E � <br />a <br />w U� w <br />w <br />WW F W .� W M� O <br />D Oj �Qp¢�¢Yj000 <br />Q Q <br />F-o¢oz <br />U <br />>aOJZLLLL�Z. Ix J�t-QQ <br />OO <br />aWL'�Zo <br />- I <br />ZWQwQOw <br />OQOii <br />ILLZ <br />ZOGQ <br />Q <br />~ LL <br />O <br />Z N <br />O� <br />j�o <br />�M O <br />aJ <br />�qq <br />W LO <br />N_ W SM M <br />of a- _�G T <br />zv< <br />W <br />W <br />JC:) <br />0) <br />I <br />I <br />� <br />I <br />I <br />I <br />o <br />000�o <br />O <br />O <br />�- <br />N <br />N <br />N <br />N <br />N <br />N <br />N <br />0 <br />oo.- <br />O <br />O <br />N <br />oo <br />N <br />i <br />' <br />Z <br />N <br />LO <br />LO�- <br />w <br />O <br />O <br />N <br />O <br />ri <br />O <br />st <br />O <br />ui <br />ea <br />' <br />C <br />♦^ <br />} <br />ZZ <br />vj <br />QZ <br />w <br />O-+ <br />W <br />❑oo <br />O <br />U <br />U U <br />Lo <br />-0O <br />Or> <br />-0 <br />�--� <br />Z <br />a —a <br />Q <br />Ln <br />= <br />W <br />Ln <br />0 <br />~~O <br />N <br />z6m <br />W <br />0_ <br />Q�j <br />■ <br />OU <br />M�2 <br />Z O <br />Q <br />gZLL <br />Z <br />mz <br />o0 <br />a <br />_ <br />W <br />IY <br />z <br />Z <br />w <br />W <br />J <br />a <br />O <br />O <br />" <br />LAST PLOT DATE <br />" " <br />September 20, 2022 <br />Z <br />O <br />1 ST & 2ND FLOOR <br />-- <br />PLAN B <br />