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P fa <br />. 1 1 <br />L�1j'�% <br />• 1 <br />1 <br />1 <br />_ <br />1 1 <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /4" = 1'-0" <br />7 5/8" <br />?x8 <br />1EADER <br />3EE Q/S, <br />_[Al12" <br />SH <br />7 5/8" <br />1B <br />O <br />N <br />LO <br />TIE B <br />AT <br />O <br />LO <br />n <br />v <br />00 <br />v <br />OD <br />N <br />00 <br />N <br />8" EXT <br />FRAME <br />WALL -� <br />2'-10" <br />SH 25 <br />HD AT T-3" <br />EGRESS <br />v <br />30'-0" <br />24'-4" <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />2ND FLOOR <br />WINDOWS <br />"v. <br />2'-10" <br />SH 25 <br />ID AT 7'- <br />EGRESS <br />oilI?,RN :- :fiflTititititita,W4, U, UT,it, tlti•.iltltltitlfitltitl�tlTiT/UTltlTl <br />tititiTifltit�1t111titit1T1t1tLTit1t1T1TiT <br />tifi/1tiT171tiT1T1T1TiT1T111� C' <br />�I ititlf.. <br />h <br />1 <br />1 <br />1 <br />r <br />1 <br />h <br />� <br />r <br />1 <br />r <br />1 <br />r <br />H 0 • • <br />04 <br />r <br />� <br />•• !NoQ <br />••: <br />� <br />r <br />i ion q • <br />1 <br />S <br />• Ql?1T1riT1Ti I : 'LTlToatlt}�' <br />� <br />n/titltitltil! :lTI�.:TiTlTltltr <br />• <br />/TiTlfitiTiTitltiTiT1TJ : = 7itiTl7iTi'.7171T1T1tl' <br />•i <br />:. <br />1 <br />1 <br />I 1 1 <br />I 1 1 <br />SECOND FLOOR PLAN - ELEVATION B <br />" = 1-011 <br />1 /4 <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 EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11 / R-13 KRAFT FACED <br />4" <br />Lo <br />m <br />N ti W <br />�a� <br />�w <br />M <br />NtiCO <br />UQ(9 <br />0W <br />0 <br />N <br />0 <br />O) <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />AT 1 <br />0 <br />aBD <br />0a <br />OCT 0 6 <br />Virtual Review Assist, Inc. <br />Plans Review completed and appr <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <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 />811 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 <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 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.) = 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 R <br />4.1 HIGH PERM, 1/2" GYP <br />2x4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE. LINO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />BEARING WALL 2X4 16" <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 />O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />SQUARE FOOTAGE: <br />AREA <br />PROPOSED <br />FIRST FLOOR LIVING <br />SECOND FLOOR LIVING <br />1110 <br />1470 <br />TOTAL LIVING SQ FT 2580 <br />ENTRY <br />GARAGE <br />33 <br />403 <br />TOTAL SQ FT 3016 <br />STAIR DATA <br />STAIR <br />MARK <br />RISERS <br />TREADS <br />LANDINGS <br />TOTAL RISE <br />A <br />17 AT 7 3/32" <br />15 AT 10" <br />1 <br />10'-0 3/4" <br />TREADS WITH 1" NOSING <br />3 WALL SPLICE DETAIL <br />N.T.S. <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 />GARAGE DR <br />30.0 <br />-33.9 <br />30.0 <br />-33.9 <br />2X8 SYP STUDS SET TIGHT TO <br />SHEATHING AT 12" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAP <br />EACH STUD611 STRAP <br />SIDE) CENT <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 />w <br />0 <br />z <br />w <br />w <br />NOTE: <br />1. GROUT TOP (2) COURGES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. 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