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0 <br />(V <br />FIRST FLOOR PLAN A <br />1 /411 = 1'-0" <br />mzo <br />w <br />P: Q <br />m00 <br />w <br />P: Q <br />0 <br />ZN <br />B <br />0 <br />N <br />41' <br />S6 r? m <br />LO NFU) <br />�w <br />�o(D <br />w <br />C3001 <br />27'-1 1 /4" <br />DRAIN <br />SHWR HD <br />& VALVE <br />NOTE: <br />PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, <br />INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY <br />PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT <br />TO ATTIC SPACE <br />NOTE: <br />1. SEE SHEET S-11 , S121873' FOR LINTEL <br />CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S <br />UNLESS NOTED OTHERWISE <br />2'-10 3/4" <br />SH 25 <br />HD AT 7'-3" <br />EGRESS <br />TOP <br />AT 18'-0" <br />��jti2iTi2i2iTi?ititiSi?i?1Ti21T121Ti?iT 112iZ�7iTi?LSi?iliii2lTEfi?1?Ltiti 71i121titiLiTl7iTii1217 �Ll2iTi21T12i21T321Liti?iLiiiTiTlTiTlti2i?iti11?171T3212i2iTi <br />� <br />�itiT�til : <br />�i�iTiT�T <br />H <br />H <br />..: • MASTER <br />•LINE <br />« <br />G <br />« <br />h <br />� r <br />H <br />« <br />H <br />« <br />,'lid .•: Mm I W <br />I <br />« y RLOW <br />—J <br />04 <br />FRAME <br />ER�'WALL <br />y1 ��m <br />I <br />WALL <br />�I <br />••� <br />H <br />WALLH <br />j!j <br />N <br />fl <br />OPEN TOBELOW <br />®� <br />1♦ <br />`/ <br />ONTAILING <br />I <br />- <br />D' SH <br />I» <br />H <br />«BEDROOM <br />_ <br />1 1 <br />1 BEDROOM <br />H ® • 1 <br />TYP. <br />811 <br />i.LL <br />'l«�i?i?i2i?iSi?ifi?i?iti?i1 . Ci?i?iti?i?i?i?i?i?itif32?i?iLi?iTiLiti?iTiti?if1: : ititi?i?i?iLiTi?iTiTiTi�1 <br />HD H 25 1 / SH 25 OL 4" <br />EGRESS / HD AT 7'-3" FRAME <br />EGRESS WALL <br />5'-4 3/4" 10'-4" 5'-7 1 /4" 4'-4" 414" <br />21'-4" 8'-8" <br />SECOND FLOOR PLAN A <br />1 /4" = 1'-0" <br />30'-0" <br />l7 <br />01 <br />c <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 <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" O.C. <br />W/ 1/2" GYP. <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 />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />780 <br />SECOND FLOOR LIVING <br />1090 <br />TOTAL LIVING SQ FT 1870 <br />ENTRY <br />38 <br />GARAGE <br />443 <br />TOTAL SQ FT 2351 <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 BAFFLES AT EAVE) <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />MAR 2 5 2023 <br />virtual Review Assist, Inc. <br />Flans Review completed and approve <br />for comlrliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <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 />DRI <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />N <br />N <br />n tr) <br />rA,t �z u <br />n d t Q <br /><p w <br />Ln <br />i5 ��s r 'Us W �i ���,• w <br />p° 0 <br />w <br />0 <br />z <br />Q <br />V) N L E <br />0CY) <br />0 U <br />W\ L+ <br />co <br />Ln M <br />M <br />n 0m U a <br />V) <br />W O r O <br />2 o <br />rn _ <br />< <br />• .� w <br />N Q N <br />^` <br />7W L 0O E 9) <br />CO <br />V a a <br />C/, <br />WO <br />jw 0�LLQuozW I _j f !- <br />f <br />2O U_ U 0 O0 <br />QQ <br />X W-JFZ_ <br />UO <br />=�ZZ��OOR00maz <br />�=n <br />ZW¢gW¢ <br />a>zZLYOLu zpWo0fC�OOZ�a <br />¢O <br />LL <br />Fnp <br />OQ =O 0�Q�¢ <br />w <br />r4 <br />O� <br />- � O <br />Q Lr) <br />U0 M <br />U-) LL <br />W Q Ln <br />U <br />Q Q 00 <br />Z I— <br />W <br />W <br />-1 <br />� <br />SLID <br />N <br />N <br />O <br />N <br />0 <br />N <br />O <br />O <br />m <br />o0 <br />0o <br />O <br />O <br />o <br />O <br />N <br />O <br />N <br />O <br />I <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />0)O <br />O <br />r <br />O <br />O <br />O <br />N <br />A <br />CD4 <br />O <br />- <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />r <br />N <br />0 <br />O <br />N <br />N U) <br />`' <br />> <br />r <br />O <br />N <br />CD <br />M <br />46 <br />O <br />O <br />CO <br />O <br />ti <br />LO <br />CT <br />CO(f� <br />z z <br />O <br />vV <br />0WCO <br />Uj <br />Q O <br />� <br />Q <br />L <br />�Q <br />� <br />0 <br />Of W <br />=MOZ <br />2z�W <br />Q <br />i'•MZX <br />T -I <br />r) <br />z z LL <br />LU <br />0a2w <br />�' <br />z U)O <br />Z r—I <br />Q p <br />' <br />�c <br />Z <br />g <br />U <br />U <br />a <br />Oo <br />W <br />� <br />z <br />Z <br />J <br />WL'O^ <br />V, <br />O <br />O <br />LAST PLOT DATE <br />Dec. 15, 22 <br />0 <br />1 ST & 2ND FLOOR <br />J <br />'PLAN A <br />