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<br />13'-0 1/2" 6 6'-0" 1& 10'-11 1/2"
<br />42" X 42" A/C PAD,
<br />SEE SHEET SN1
<br />FOR A/C UNIT
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<br />WALL RATED DOORWI
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<br />ICONNECTIONS
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<br />ABVT
<br />1
<br />16'-0"
<br />-
<br />10,
<br />1 1
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<br />UVLKALL
<br />FIRST FLOOR PLAN (ELEVATION B
<br />1 /411 = 1 1-011
<br />•7 5/8"
<br />;7 5/8"
<br />;7 5/8"
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<br />AT 8'-8"
<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 SQUARE 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 R
<br />4.1 HIGH PERM, 1/2" GYP
<br />NON -BEARING 2X4 STUD W/ 1/2" GYP.
<br />LINO
<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 />Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR)
<br />STAIR DATA
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<br />STAIR
<br />MARK RISERS TREADS LANDINGS TOTAL RISE
<br />�A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 00
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<br />SQUARE FOOTAGE: O
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<br />AREA PROPOSED > (n O
<br />FIRST FLOOR LIVING 930 C) I- M O
<br />SECOND FLOOR LIVING 1287 Q (11 M
<br />TOTAL LIVING SQ FT 2217 LJL
<br />ENTRY 54 Q W Q Ln
<br />GARAGE 401 � W M
<br />TOTAL SQ FT 2672 z < 00
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<br />INSULATION REQ. z v
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<br />LOCATION R-VALUE / TYPE W
<br />EXT CONC WALL R-4.1 HIGH PERM W J O
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<br />EXT FRAME 2X4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2X6 R-19 KRAFT FACED
<br />CONDITIONED CEILING R-30 BLOWN -IN
<br />(INSTALL BAFFLES AT EAVE)
<br />GARAGE SEPARATION 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 END
<br />10 39.4 -42.1 39.4 -51.8 ��
<br />CD CD CD
<br />20 37.6 -40.5 37.6 -48.6 T N N N N N
<br />V/ r— C%j (N Co r
<br />50 35.2 -37.3 35.2 -43.7 C)00 CD N I
<br />C. o C) I
<br />100 33.4 -35.6 33.4 -40.5 ' Z
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<br />GARAGED 30.0 -33.9 30.0 -33.9 of
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<br />OCT 2 8 2022 (� 000
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<br />Virtual Review Assist, Inc. r-I Mew
<br />Plans Review completed and appro ('V �_2
<br />for compliance with the 2020 FBC 7th Edition zoo
<br />by Debra Anne Klahr PX2300 N >_ Qo=
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<br />LAST PLOT DATE O
<br />• July 28, 2022
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<br />J 1ST FLOOR PLAN B
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