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LINE OF <br />ROOF <br />SECOND FLOOR PLAN (ELEVATION B <br />1 /4" = 1'-0" <br />SQUARE FOOTAGE: <br />AREA PROPOSED <br />FIRST FLOOR LIVING 930 <br />SECOND FLOOR LIVING 1287 <br />TOTAL LIVING SQ FT 2217 <br />ENTRY 54 <br />GARAGE 401 <br />TOTAL SQ FT 2672 <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 />TRIBUTARY <br />AREA (ft)2 <br />WALL <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 />1 -33.9 <br />STAIR SECTION <br />1 /2" = 1'-0„ <br />WALL LEGEND: <br />2X4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE LINO <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 />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS. <br />STAIR DATA <br />STAIR RISERS TREADS LANDINGS TOTAL RISE <br />MARK <br />A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC 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 />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 6" FROM EACH END — <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 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 />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. 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W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD ((1 STRAP EACH <br />SIDE) CENTER D W/ (13) 10d <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 />8" KNOCKOUT COURSE T/WAL <br />W/ (1) #5 CONT. ui <br />SEE SHEET ST HEADROOM IN STAIRWAY 0 <br />FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE SEE FOUNDATION PLAN z <br />W/ FBCR R311.7.2 FOR FILLED CELL W <br />10" j" NOSING SPACING. JUL <br />RISERS CUT FROM <br />1x MATERIAL <br />TREADS CUT 2xFROM <br />MATERIAL � <br />(3) 2x12 STRINGER <br />STAIR DETAIL <br />NTS <br />NOTE: <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 />Virtual Review Assist,�P� <br />Plans Review completed and approved <br />compliance with the 2020 FBC 7th Editi <br />by Debra Anne i(lahr pX231)C <br />V/ <br />L0 <br />O <br />I <br />N Lo <br />00 v) <br />O a-1 <br />O <br />' n -a <br />I <br />O O O r N M <br />O O O O O O <br />N N N N N N <br />r` <br />N N O <br />M o o - N N <br />O O O O <br />z ' <br />0 <br />Wo O o o O o <br />> N M v LO W <br />W <br />moo¢ <br />z <br />U <br />n <br />O <br />a <br />Z <br />WO-) <br />zo <br />J <br />rl <br />N <br />N <br />W <br />LAST PLOT DATE <br />May 8, 2023 <br />I <br />I <br />Z� <br />zz <br />QW <br />z <br />W 0zz <br />V 00 <br />VUFn <br />Z)z> <br />O OWW0-❑ <br />z w <br />= wM.=< <br />LLI <br />z❑° <br />O� <br />0- <br />O g�W <br />U W,L <br />0-Z <br />(nz <br />'FAIL41!l011[010]:»W_1L�: <br />Q <br />z <br />z <br />W <br />ti <br />0 <br />N <br />