Laserfiche WebLink
L-i ,"" <br />SECOND FLOOR PLAN ELEVATION A <br />1 /4„ = 1'-0" <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />930 <br />1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY <br />GARAGE <br />54 <br />401 <br />TOTAL SQ FT 2672 <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 />20 37.6 -40.5 37.6 -48.6 <br />50 35.2 -37.3 35.2 -43.7 <br />100 33.4 -35.6 33.4 -40.5 <br />GARAGE DR 30.0 -33.9 30.0 <br />STAIR SECTION <br />1 /2" = 1'-011 <br />WALL LEGEND: <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE UNO <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 />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />STAIR DATA <br />STAIR RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />JAI 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONC WALL R-4.1 HIGH PERM <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 />SEE SHEET ST HEADROOM IN STAIRWAY <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE <br />IW1 FBCR R311.7.2 <br />10" Lizl" NOSING <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT FROM <br />�2x MATERIAL <br />(3) 2x12 STRINGER---/ <br />STAIR DETAIL <br />NTS <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 E" FROM EACH END — <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. — <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 RIND 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 />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1)RA EACH <br />SIDE) D CENTERS 3)d <br />NAILS AND 8) 1/4" X 2-1/4" <br />TITENS INT 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 />07 <br />NOTE: for com <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 />4 WALL SPLICE DETAIL <br />N.T.S. <br />SUN 2 % 2u,,,, <br />Virtual Revi <br />ew Assist. IV�md <br />teview completed andance with theFBn <br />Debra Anne Klahr PX2300 <br />M <br />N <br />O <br />N <br />LO <br />O <br />00 <br />LO <br />o! <br />Q <br />Z <br />w <br />2 <br />O <br />0 <br />w <br />0 <br />z <br />Q <br />SIN` <br />N L N <br />L'0o <br />_W <br />L <br />cM N <br />co <br />8 <br />6 <br />(n M <br />-- <br />M <br />W <br />E L <br />U p <br />_0 <br />O U- g <br />8 <br />° Q <br />.N <br />.,c• <br />U 0 <br />a <br />am Q <br />■ <br />L <br />W QN <br />o E2 <br />C <br />7� <br />V <br />V <br />^ a <br />0 LLI Vj W O ►- <br />U <br />Q <br />V <br />�jCD0�XUS L.00L_j0 <br />OXZQ: O 00 JH <br />Q <br />(�f <br />H <br />au)x 0 OXZOOmzj U <br />�Oaa�zYOZ_ZLL 0Xa <br />OZ <br />a0W0�_1¢-0 �U, <br />LLOQ 0 Ca< <br />>_0 <br />w3e. <br />O U0 <br />�— m <br />Z <br />W C`4 <br />> N <br />z O <br />J <br />i <br />0 <br />O <br />Z w <br />O� <br />L" Z) t` <br />0 <br />D M O <br />Q U) tM Lo <br />z a- (/) j - <br />mU)L L_ti <br />- <br />IXa- M_ <br />00 <br />Z C)F- <br />W <br />J O <br />0 <br />(O <br />Run <br />O O O O O O <br />O O N <br />O e— O Co O <br />z <br />O <br />to <br />O O CDO O O <br />e- N M 4 6 '6 <br />ko <br />T--1 <br />('V <br />N <br />A3 <br />LAST PLOT DATE <br />May 5, 2023 <br />Z� <br />zz <br />¢w <br />z <br />W Woo <br />_V VUV5 <br />:DZ5; <br />O Owo <br />Z w�2 <br />F- Ww� <br />0 h-~in—� <br />Z= <br />o� <br />2~� <br />O giro <br />V ww <br />az <br />�z <br />F� <br />2ND FLOOR PLAN A <br />z <br />z <br />w <br />0 <br />N <br />0 <br />