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C <br />w0? <br />mzo <br />w <br />AAAMN IE BEAM <br />�AT 8'-8" <br />(2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />TO POST <br />6X6 PRESSURE <br />TREATED WOOD POST <br />W/ PAU66 TO CONC- <br />7 <br />N <br />N <br />N <br />CV <br />N <br />5/8" <br />T-4 1/2" <br />14'-4" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN <br />ao <br />i <br />r <br />5068 SGD <br />30'-0" <br />OVERALL <br />10'-4" <br />5'-4" <br />30'-0" <br />2'-10" 24'-4" 2'-10" <br />(2)2X6 HEADER <br />3 1/2" SE M S6 - TYP. <br />2'-0' SH 25 <br />- SH 25 2ND FLOOR SH 25 <br />00 HD AT T-3" <br />HD AT 6'-8" WINDOWS D AT 7'-: <br />EGRESSHB EGRESS EGRESS <br />Co <br />GREAT ROOM <br />BEDROOM #2 <br />8'-8" CLG <br />' <br />10'-0" X 12'-4" <br />8'-8" CLG <br />N <br />16-0 1/4" <br />6'-10 <br />1/2" <br />10" <br />10 5'-0" <br />(2) 2068 BF <br />6" WALL <br />(3) STUD <br />COLUMN <br />BELOW <br />'IT <br />R&S <br />12'-10 5/8" 11 <br />9'-2 1/4" N <br />3'-7" <br />2' <br />2" <br />LO <br />tk� <br />M <br />2X4 KNEE <br />WALL, TOP <br />r <br />AT 34 1/2" <br />r, <br />III <br />KITCHEN <br />af 8'-8" CLG = <br />G <br />O= <br />© <br />w <br />iv <br />S a co <br />8B8 CLIG <br />BID <br />W/ HOOD <br />I - -- <br />II Ir — <br />II II <br />TB <br />I <br />it <br />v <br />0') <br />1.1'-3",. <br />N <br />04 <br />0 <br />6" WALL <br />c, <br />0 <br />2'-3 1/2" <br />6'-3 1/2" , <br />-3 7/8" <br />8'-8 1 /2" <br />6� <br />6-3 3/4" <br />PLUMBING--41 <br />�' <br />PANTRY <br />STACK WALL N <br />6'-7" REF <br />in <br />5 <br />1/8 <br />B.U.C. <br />`t <br />(4) 16" <br />co <br />N <br />00 <br />co <br />r- <br />r` <br />in <br />co r <br />FOYER <br />M 8'-8" CLG <br />j SH 1/2 34 - <br />HD AT 6'-8" 3 1/2r,1_ <br />HU28-2 II I TEMP.GLASS <br />ENTRY <br />8'-8" CLG <br />III I <br />T I� <br />114" 4'-7" 6'-9" <br />10'-0" <br />7 5/8" <br />2x8 <br />HEADER <br />SEE Q/S4 co <br />-(4) 12" N <br />DP SH <br />C'7 <br />C) LO <br />- N <br />o <br />5/8" LO `�' _ <br />^L-4" INSULATED <br />BRG WALL <br />(3) STUD <br />COLUMN BELOW <br />\--20 MIN FIRE RATED <br />DOOR W/ WEATHER <br />W/H <br />PROTECTIVE <br />BOLLARD <br />STRIP <br />\- (2) 2x8 <br />HEADER <br />SEE Q/S4 <br />TWO CAR GARAGE <br />—4" INSULATED <br />18'-9" X 20'-0" <br />BRG WALL <br />CV <br />CC r <br />N <br />S3 <br />_____ <br />- <br />___LINEOFGARAGEIN <br />I <br />OPEN POSTION I <br />�i-SEE DETAIL D/S3 <br />I FOR FRAME WALL TO <br />CMU CONNECTIONS <br />I <br />I <br />I <br />TIE BEAM TIE BEAM <br />I <br />I AT $'-8" AT 8'-8" <br />HB <br />(2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />TO POST EACH END <br />16" X 16" X 20" <br />A.F.F. CMU BASE W/ LINE OF STRUCTURE <br />(4) #5 VERT. TYP OF (2) ABOVE <br />17'-4" <br />m� <br />w <br />30'-0" �- Q <br />.TIE BEAM <br />FIRST FLOOR PLAN - ELEVATION A <br />1/4 1'-011 <br />0 <br />N <br />N <br />8" EXT <br />FRAME <br />WALL -� <br />�jTiTi?l � � �i?i?ititi?itiTi?i?i?iTiTititi?l'►ii?i?itiTiTi?iTiTi <br />iti?i?iTi?ifiTi ?i?itititi?it <br />iTi?iTiti?iti?i?ifi?ititi?iT.i <br />tiTifiTititi?i?i?itiLi?iti?i1 � �' <br />� � iTiTi?j� <br />« <br />r <br />1 <br />r <br />H <br />�L <br />1 <br />r <br />'I. IN <br />. <br />1 <br />r <br />r <br />r <br />a <br />« <br />N <br />: 1 <br />H <br />H . • <br />u <br />� <br />- - <br />.-•• •. <br />_MEN <br />_ <br />% <br />NOW <br />♦ - <br />�� I IN0.� <br />• ' <br />.ri <br />I MIN UN <br />♦iINN .� © :1 <br />r <br />N <br />• � � � � � � � �2iilii2i?i?i � � t?iTi+.iiii� <br />• . � - <br />y <br />r <br />a <br />F <br />�1212i2i2i211� <br />��2i.1TiTiT12iTM <br />- • <br />/� <br />�TLTL2iT12i2i2iiiiiTiT� <br />1 1 <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /41' = 11-019 <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 F <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 F <br />4" <br />0 <br />N <br />M <br />V�W C <br />UQ0 <br />ow <br />.4" <br />0 <br />M <br />LO <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />0 <br />- <br />Q <br />AT 18' <br />Nnr <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for complicance With the 2020 FBC 7th <br />Edition by Debra Anne Klahr PX2300 <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE -ALIGN EXT. FACE <br />OF SHEATHING W/ EXT. FACE <br />OF CMU BELOW <br />2X8 #2 SYP P.T. BASE PLATE SET <br />TIGHT TO SHEATHING W/ 1/2" <br />EPDXY ANCHOR OR 1/2" J BOLT <br />W/ MIN. 7" EMBEDMENT AT 32" <br />O.C. AND 6" FROM EACH END <br />8" KNOCKOUT COURSE <br />W/(1)#5CONT. <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 <br />3/4" INSUL BOARD 1/2" GYP <br />8" CMU <br />2x4 INSULATED EXTERIOR STUD W/ 1/2" <br />GYP ON INTERIOR SIDE. UNO <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />LINO <br />BEARING WALL 2X4 16" O.C. W/ 1/2" <br />GYP. LINO <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 />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 />60 <br />403 <br />TOTAL SQ FT 3043 <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 />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 STUD ((1) STRAP EACH <br />SIDE) CENTERED W/ (13) 1 OD <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 />_ Alk <br />T/WALL <br />W <br />H <br />O <br />z <br />W <br />w <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 />N <br />N <br />FAZ <br />N <br />v <br />Vlie <br />•, <br />fj✓ <br />j a <br />U') <br />o <br />pp <br />f <br />d <br />e <br />a <br />LO <br />� <br />dd <br />A 1 ,` <br />Q <br />• <br />0 <br />z <br />e <br />_ <br />WmnIk?gip <br />O <br />W <br />W <br />0 <br />z <br />Q <br />/� l <br />r, E <br />-0 <br />W LEE,-� <br />M nl <br />tN <br />U Q -i w a <br />c) <br />/. �, 0 <br />W �' 200 <br />_�9 <br />rnrn o <br />V/ O u- o F Q <br />C U � <br />— <br />�N <br />>#t <br />w Q <br />� <br />n, <br />W <br />LEE, cO E mN h <br />0 <br />70 <br />Om <br />0 Q _U <br />w <br />�wJ W 2OWF dW' of z Of <br />1­_awwozoofoomzz>_ <br />Q <br />�z�00QOOOU0Q wz <br />CY <br />�zW00000OZ O W<FnKLuz <br />az <br />IL <br />QYOQOwQoW C-) 0QofQ <br />L� <br />0 <br />0 <br />N <br />Z <br />W O I— <br />�U)go <br />z <br />Q � M o <br />Q cM <br />LO <br />J <br />� <br />. <br />'q <br />LIL. <br />aU�� <br />Z l_— <br />z <br />1W <br />W <br />J o <br />0 <br />A00 <br />1 <br />Y <br />'i <br />1: <br />O <br />o <br />N <br />O <br />N <br />Co <br />N <br />N <br />N <br />N <br />M <br />o <br />0 <br />0 <br />0 <br />0 <br />N <br />OHO <br />0 <br />O) <br />0 <br />O <br />N <br />0 <br />N <br />0 <br />' <br />Z <br />O <br />wo <br />0 <br />0 <br />0 <br />4 <br />0 <br />l(') <br />I <br />CO <br />z �— <br />Qz <br />O <br />zw <br />Cy)0 <br />(� <br />woo <br />UU� <br />Lo <br />-0 <br />O <br />Z)zj <br />owo <br />TMM- <br />-0 <br />Z <br />a <br />= <br />W=Q <br />Ll') <br />0 <br />m <br />N <br />O <br />ZO O <br />W <br />�Z) <br />< <br />. . <br />CO <br />O <br />� <br />�Q <br />UWzZ <br />gW <br />�z <br />J <br />OU <br />O <br />o- <br />W <br />z <br />Q <br />z <br />W <br />J <br />C3 <br />0 <br />C) <br />LAST PLOT DATE <br />April 11, 2022 <br />Z <br />0 <br />J <br />1 ST & 2ND FLOOR <br />PLAN A <br />—F_ _r T <br />