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2'-10" <br />4" <br />4" <br />DN <br />I 1 I_ I I 'lll'� AIM. Rut 11 91_. <br />LINE OF <br />ROOF <br />BELOW- <br />10'-6 1/2" <br />SH 25 <br />HD AT T-3" SH 25 <br />EGRESS HD AT 7'- " <br />cV - <br />a? <br />;r <br />15'-4" <br />OWNERS SUITE <br />15'-4" X 14'-0" - <br />8'-0" CLG <br />LOFT <br />13'-4" X 10'-8" <br />8'-0" CLG <br />13'-4 1/2" <br />N <br />M <br />A. <br />T-13/4" T-15/8" 3'-5" <br />� J <br />N �� <br />c <br />A <br />® ° <br />QCD <br />2TC`�V <br />c <br />N <br />30'-0" <br />SQUARE FOOTAGE: <br />WALL LEGEND: <br />GENERAL NOTES: <br />AREA PROPOSED <br />l <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />GYP ON INTERIOR SIDE LINO <br />FIN AWAY FROM WINDOW FRAME. <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />VERIFY ALL WINDOWAND DOOR ROUGH OPENING SIZES <br />TOTAL LIVING SQ FT 2217 <br />UNO <br />WITH THE MANUFACTURER'S SPECIFICATIONS. <br />ENTRY 54 <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />GARAGE 401 <br />GYP. LINO <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />TOTAL SQ FT 2672 <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />NOTED. <br />r ' ' h <br />ALLOWABLE WIND SPEED DESIGN PRESSURE <br />RESISTANT COMPONENTS. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />e <br />(140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, <br />STAIR DATA <br />SMOOTH FINISH. <br />Exposure C, Height=30 ft, Importance Factor=1.0, End <br />Zone= 4 ft) <br />As Florida Building Code 7th <br />LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND <br />per edition (2020), <br />STAIR <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER <br />Residential Table R301.2 (4) (Wind Speed Conversions) <br />MARK <br />CODE. <br />and ASCE 7-10 Methods <br />' <br />A <br />16 AT 7 9/16" <br />14 AT 10" <br />1 <br />10'-0 3/4" <br />WALL <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />TRIBUTARY <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AREA (ft)2 <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />INSULATION REQ. <br />INTERIOR END <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />10 39.4 -42.1 39.4 -51.8 <br />APPLIED TO THE GARAGE SIDE. <br />LOCATION <br />R-VALUE / TYPE <br />20 37.6 -40.5 37.6 -48.6 <br />TOWEL BAR - (T.B.)' = 42" A.F.F. OR U.N.O. <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK <br />50 35.2 -37.3 35.2 -43.7 <br />TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. <br />to <br />N <br />N I-o''50- <br />0 1" <br />E <br />° <br />EXT FRAME 2X4 <br />R-11/R-13 KRAFT FACED <br />ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. <br />i <br />100 33.4 -35.6 33.4 -40.5 <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. <br />0 co v <br />N <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />CORNER SHELF = 56" A.F.F. <br />4- <br />LO <br />GARAGED 30.0 -33.9 30.0 -33.9 <br />(INSTALL BAFFLES AT EAVE) <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. <br />N <br />U <br />-0-0CO <br />2 O <br />2 o <br />GARAGE SEPARATION <br />R-11/R-13 KRAFT FACED <br />(GARAGE /LIVING) <br />*PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR <br />p E: g <br />a Q <br />T.B. AND T.P. <br />• _ <br />S <br />U 6 � <br /># <br />16-7 1/2" <br />Ln <br />L <br />w 0 N <br />" <br />5 <br />M <br />OCL <br />� <br />(5) <br />i <br />°° °° <br />R&S <br />SHLV <br />! <br />MO O <br />00 <br />WIC I <br />'6 <br />8'-0" CL <br />cm <br />T-2" <br />_,r.6" 5'-3 1/2" <br />iv <br />5'-0 1/2" <br />I" <br />AHU <br />1'-11 13 _$ <br />ATTIC <br />ACCESS <br />OWNERS BATH 266 <br />8'-0" CLG <br />I <br />TB <br />co <br />— J <br />R&S <br />SHW HD & <br />VALVE <br />60" x 36" <br />SHOWER <br />PAN <br />BEDROOM #5 <br />4" <br />10'-0" X 10"-11, <br />o? U) <br />8'-0" CLG <br />N i` cn <br />rRETURN <br />AIR BELOW <br />M ¢ � <br />0 w <br />�b <br />= <br />LSO 5'-2 1/2" 5'-1 1/2 4 <br />(��068 BF <br />__ <br />R&S <br />(2) 2068 BF <br />BEDROOM #4 <br />10'-1" X 10'-7" <br />8'-0" CLG <br />BEDROOM <br />'- <br />9%, <br />.. <br />�f t <br />♦ ♦ <br />f TiTiTi:::: :: ! �TiTiTT��'I� <br />` BEDROOM ' <br />SH 25H <br />+ • <br />•' / <br />' r <br />.• � CLG <br />♦EGRESS <br />SQ <br />2 N 06 N <br />A3 _ _ _ J v (2) 2X6 HEADER <br />R & S i SEE M/S6 - TYP. 2ND <br />FLOOR WINDOWS <br />SH 25 SH 25 <br />HD AT T-3" HD AT T-3" <br />EGRESS <br />7 -2 1/2" 2'-9 1/2" 7 -2 7 -2 <br />1 U-0" 5'-8" 14'-4" <br />30'-0" <br />OVERALL <br />SECOND FLOOR PLAN (ELEVATION B <br />1 /411 = 1 1-011 <br />�1 <br />r <br />0 <br />N <br />N <br />M <br />4" <br />M <br />LOFT RAILING ON OPPOSITE <br />WALL - PROVIDE <br />BLOCKING AS REQUIRED <br />NOTE: <br />HANDRAIL TO COMPLY w/FBC 311.7.8 <br />AND TO BE 34" TO 38" ABOVE LEADING <br />EDGE OF TREAD. <br />HEADROOM AT STAIRS TO BE 6'-8" MIN. <br />STRUCTURAL LIVE LOAD @ STAIRS <br />=40PSF. <br />ENGINEER \ SEE SHEET ST <br />A3 <br />FOR STAIR DETAILS <br />TRUSSES \ l <br />1 <br />I <br />\ <br />1/2" DRYWALL <br />I <br />PWDR <br />BATH i <br />} <br />ENCLOSED ACCESSIBLE <br />SPACE UNDER STAIRS <br />SHALL HAVE WALLS, UNDER <br />A3 <br />STAIRS SURFACE AND ANY <br />Uj <br />SOFFIT PROTECTED ON I ' <br />0 <br />THE ENCLOSED SIDE WITH ' <br />1/2" GYPSUM BOARD. FBCR <br />' <br />302.7 <br />(3) 2X12 STRINGERS - <br />REFER TO SHEET ST <br />FOR ADDITIONAL <br />STAIR INFORMATION LANDING <br />AND DETAILS <br />.,\\,\„\N-N-.,..,. <br />STAIR SECTION <br />1 /211 = 11-011 <br />STRUCTURAL SHEATHING <br />_ <br />A <br />AUG 2 4 2922 <br />ATTACHED PER NAILING <br />SCHEDULE - ALIGN EXT. <br />V�' <br />FACE OF SHEATHING W/ <br />EXT. FACE OF CMU BELOW - <br />vIRTIIAL REvjEvv A3$I: <br />2X8 #2 SYP P.T. BASE PLATE <br />Plans POViE:`=J Ct,tY1, <br />-n- �-;�,ved <br />SET TIGHT TO SHEATHING <br />for Cornpliun�,e <br />xi-02�F i- C c ,i'i <br />W/ 1/2" EPDXY ANCHOR OR <br />1/2" J BOLT W/ MIN. 7" <br />EC�ItIOfIiV ®�^Or <br />'-a-1 K:c:��li\-7.71�0 <br />EMBEDMENT AT 32" O.C. <br />AND 6" FROM EACH END — <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. — <br />SEE SHEET ST <br />HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS <br />TO BE 6'-8" IN ACCORDANCE <br />IW/ <br />SEE FOUNDATION PLAN <br />FBCR R311.7.2 <br />FOR FILLED CELL <br />SPACING. — —_ <br />10" <br />1" NOSING <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />_-2x MATERIAL <br />a d d . <br />�e <br />a e <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1) DSTRAP EAOC�H <br />SIDE) CENT 3I <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 />A <br />w <br />O <br />z <br />w <br />w <br />V) <br />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. 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