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30'-0" <br />13'-3" <br />11'-1" <br />5'-8" <br />VILL�y CoI _ .. SH25 <br />3 1/2-1 S3 HID AT T-4" <br />EGRESS <br />5068 SGD <br />�• _ 2868 <br />00 <br />HB o <br />i <br />BRG <br />WALL <br />FAMILY ROOM <br />16838" CLG2 BRG OWNER'S SUITE <br />WALL 13 -0 X 15 -11 <br />8'-8" CLG <br />0 <br />i <br /><O fV <br />N GG <br />S3 <br />7 5/8" 14'-2" 4'-6" #6 5'-6" 410 T-4 3/4" R7 5/8" <br />NOTE: 1'-2" <br />PROVIDE 1/2" PLYWOOD <br />DRAFT STOP IN FLOOR 2'_0" <br />TRUSS SYSTEM FOR A 2X8 WALL <br />MAX. AREA OF 1000 S.F. CPT. <br />(PER FBC R302.12) — — — TILE <br />TILE — — — DRAIN <br />2X6 KN o00 <br />c) WALL OAP 9'_7" X 14'-2" 00 SHWR HD <br />AT 1/2 1_8" CLG REF — & VALVE <br />N ;i I wQ 5 A7 6 <br />WALL z ai <br />° r — OWNER'S <br />RANGE W/ <br />CAFE I-w O HOOD BATH 2868 <br />`r (L -4 I o <br />L 8 -6 X 14 -2 °° U I GG <br />�¢ 8'-8" CLG "' ii O OO . TB S3 <br />0 0 rill, <br />---- TILE <br />N = o CPT.LO 00 <br />p <br />1 N A7 1 LIN. CID <br />A3 PLUMB li - DW N <br />STACK _ <br />WALL <br />bo 7 5/8" T-6" 10" 4'-10" 2'-2" 2'-10" 6-8" 1'-11" T-7" T-4 3/4" 7 5/8" <br />M I W.I.C. <br />ILITY <br />110000 <br />HANSEN <br />PANTRY �' N A7 4 I BOX <br />DRYER I its <br />PWDR ucO') �= VENT I cn <br />BATH W/S AT I 6" WALL <br />a S3 60" AFF <br />-�2868 F'v BRG 00 — — — — -� <br />— d WALL N D S&R <br />N r r <br />NINE OF °D <br />N R MIN FIRE 4 4" INSULATED W/H <br />-- T FLOOR RATED DR ,fi�fi WALL <br />ABV W/ WEATHER <br />2X4 STRIP <br />r B.U.0 W/ r 22"x36" <br />- HTT4 AT I ATTIC I PROTECTIVE <br />BTM & L ACCESS BOLLARD <br />(S) <br />9 AT TOP 4" INSULATED <br />-- -- 8 BRG. WALL <br />3 --' -- 7 42" H. r- <br />A3 = -- 6 SOUPED TWO CAR GARAGE <br />- 5 WALL g3 19'-3" X 201-0" <br />PT <br />-- -19w, FOYER TILE D <br />I 3 2 1 S3 <br />Up -��— — -----------LINE OF GARAGE IN <br />q I OPEN 1s0-SfiFON— — I <br />TIE BM I <br />HSH 1/2 D AT 74 00 /! I AT 1 V-0" <br />IF <br />1-it <br />TEMP. GLASS co ao I <br />I a I i HB <br />1'4" 4'-3" T-11 ' <br />ENTRY I 16070 <br />4 — — — — — 9'_611-SC 51-411 <br />CD <br />NOTE: <br />SEE SHEET S-11, S-12 <br />'2382' FOR LINTEL 1'-0" 8'-6" 2'-3" 16'-0" 2'4" <br />CALLOUTS & DETAILS <br />9'-6" 20'-6" <br />60 <br />ca <br />10 <br />19 <br />00 -1 30'-0" <br />00 40at <br />H Q <br />TIE BM <br />AT 10'-0" <br />m 00 <br />W <br />H <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-0" <br />B <br />36 <br />A <br />S3 <br />1. SEE SHEET S-11, S/12 '2382' FOR <br />LINTEL CALLOUTS & DETAILS <br />2. ALL EXTERIOR HDRS AT OPENINGS <br />ARE (2) 2X6'S UNLESS NOTED <br />OTHERWISE <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /411 = 1'-011 <br />R-11 F.G <br />ION IN <br />DJACENT <br />;SPACE <br />R-11 F.G. <br />ION IN <br />R WALLS, <br />JG BEHIND <br />TIN <br />SSEMBLY <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 112" 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 />R 4.1 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 />Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />STAIR DATA <br />STAIR <br />RISFIRS <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: UNIT'2382 A' <br />FIRST FLOOR LIVING = 1269 SQ. FT. <br />SECOND FLOOR LIVING = 1120 SQ. FT. <br />TOTAL LIVING SQ FT = 2389 SQ. FT. <br />ENTRY = 51 SQ. FT. <br />GARAGE = 414 SQ. FT. <br />TOTAL SQ FT = 2854 SQ. rr <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 EAVF.) <br />GARAGE SEPARATION <br />13-11 / R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />OCT 2 8 2022 <br />\/V\ <br />Virtual Review Assist, In <br />Plans Review completed and a <br />for compliance 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 />GARAGED <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />o <br />} ' " <br />00 <br />00 <br />LID <br />00 <br />In <br />A?,; l � <br />% < <br />¢ <br />z <br />W <br />w \ <br />O <br />�\ <br />w <br />� <br />1 <br />z <br />N a) LO - E <br />o <br />W L 'c <br />M O <br />.M <br />� U co U <br />O u 0 <br />�8 o Q <br />QN <br />Q� <br />L. 00rn <br />0 � <br />W <br />ZL� Ir <br />')LLW O <br />U, <br />aa U <br />1-- <br />)pWVO0 <br />¢aXJv��0z20° <br />�XZt- <br />aU)OzbRoomzz~ <br />JZO- <br />¢ <br />ul ul <br />-jOa8zY01-zW01wz <br />0 a,. <br />0 <br />Z CN <br />O� <br />to ti <br />(M O <br />Q M L0 <br />ULL <br />ti <br />I-Wa- M <br />0� a <br />00 <br />zv< <br />�: <br />Wz <br />J O <br />0 <br />N <br />N <br />0 <br />N <br />Il- <br />N <br />1 <br />0 <br />0 <br />00 <br />CO <br />00 <br />0 <br />0 <br />0 <br />O <br />CD <br />N <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />M <br />N <br />ob <br />O <br />u7 <br />- <br />o0 <br />O <br />M <br />T <br />r <br />N <br />O <br />M <br />w <br />C) <br />c <br />4 <br />C3 <br />11 <br />0 <br />0 <br />Co <br />O <br />O <br />� <br />o <br />6 <br />0 <br />N� <br />12 <br />�0000000 <br />L <br />-I <br />Nj <br />M <br />d <br />L01 <br />(fl <br />r— <br />CO <br />z z <br />—zO <br />WW <br />WWin <br />Uo_o <br />H0 <br />.� <br />Zw~Q <br />� <br />000Z <br />< <br />(V <br />V <br />0 J <br />z 3: <br />0 <br /><Z0M <br />�zz <br />00 <br />w ('*'40�2z <br />O <br />U�z� <br />Z <br />=d0 <br />� <br />Z <br />U <br />aU <br />� <br />� <br />M� <br />W <br />� <br />Z <br />A2 <br />z <br />J <br />N <br />" <br />W <br />o <br />O <br />LAST PLOT DATE <br />Aug. 8, 22 <br />Z <br />0 <br />1 ST & 2ND FLOOR <br />_! <br />PLAN A <br />