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14'-4" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN <br />co <br />r- <br />30'-0" <br />OVERALL <br />3 1/2" <br />5068 SGD <br />10'-4" <br />SH 25 <br />°��° HD AT 6-8" <br />EGRESS <br />5'-4" <br />2'-0" <br />Co <br />n <br />GREAT ROOM <br />BEDROOM #2 <br />Go 8 8 CLG <br />10'-0" X 12'-4" <br />r- 0 <br />8'-8" CLG <br />IT <br />N <br />7 5/8" <br />101, <br />7 5/8" <br />16'-0 1 /4" 6'- <br />0 1 /2" 5--0" <br />(2) 2068 BF <br />6" WALL <br />iv <br />(3) STUD <br />2x8 <br />iv <br />COLUMN _ <br />HEADER <br />N <br />BELOW <br />_ �'6d, <br />SEE Q/S <br />00 <br />R&S <br />N <br />(4) 12" <br />DP SH <br />n <br />12'-10 5/8" 11 9'-2 1/4" Q <br />T-7" 1, 2' 2" <br />2X4 KNEE <br />WALL, TOP <br />r AT 34 1/2" <br />— <br />KITCHEN <br />o 0 <br />O° <br />r I �8'-8" CLG_ <br />' I ' p w <br />BATH <br />p m <br />8'-8" CLG <br />DINING ROOM o O z � <br />O <br />8-8 CLG � I I Uj o RANGE <br />TP <br />W/ HOOD <br />00 <br />I �r---- <br />TB <br />Ln <br />N 'D <br />_ <br />U)Q <br />i it <br />IL---- <br />v <br />=� O) <br />_ <br />J <br />= <br />1'-3" iv <br />_ <br />O <br />N ti <br />Co= <br />Q <br />`r <br />M <br />LO <br />w <br />7 5/8' 0 6' WALL <br />8 1/2" <br />r, <br />06, 2'-3 1 /2" <br />7 5/8" <br />LO <br />Cl)0 <br />>O <br />-8 <br />3'-4 1 /2" 6'-3 1 /2" 7, '-3 7/8" <br />5'-3 3/4" <br />z: <br />PLUMBING—,-`? <br />1 <br />PANTRY 51/8' <br />STACK WALL iv 6,-7" REF <br />B.U.C. <br />(4) 16" <br />w� <br />mzo <br />w <br />P Q <br />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 />i <br />4 <br />w <br />in <br />bo <br />FOYER <br />M 8'-8" CLG <br />� M00 Lo <br />j SH 1/2 34 <br />HD AT 6'-8" <br />3 1/2" <br />I TEMP.GLASS <br />HU28-2 <br />I ENTRY <br />I <br />ni I <br />'4" 4'-7" <br />10'-0" <br />6-9" <br />114" <br />P' -4" INSULATED <br />BRG WALL <br />(3) STUD <br />OLUMN BELOW <br />20 MIN FIRE RATED <br />DOOR W/ WEATHER <br />STRIP <br />(2) 2x8 <br />HEADER <br />SEE Q/S4 <br />4" INSULATED <br />BRG WALL <br />N <br />W/H <br />PROTECTIVE <br />BOLLARD <br />TWO CAR GARAGE <br />18'-9" X 20'-0" <br />CC <br />S3 Co <br />_--------- LINE --- OF GARAGE IN <br />OPEN POSTION I <br />�I-SEE DETAIL D/S3 I <br />FOR FRAME WALL TO I <br />CMU CONNECTIONS <br />I I <br />I I <br />TIE BEAM TIE BEAM I <br />I AT 8'-8" AT 8'-8" I <br />I I <br />(2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />TO POST EACH END <br />L— — — — — — — — — — — — — — — <br />16" X 16" X 20" LINE OF STRUCTURE <br />A.F.F. CMU BASE W/ ABOVE <br />(4) #5 VERT. TYP OF (2) 17'-4" <br />18'-8" <br />30'-0" <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /4" = 1'-011 <br />w o0 <br />mbo <br />w <br />F- <br />TIE BEAM <br />AT 8'-8" <br />00 <br />N <br />N <br />w <br />;t C? <br />in <br />0 <br />8" EXT <br />FRAME <br />WALL -� <br />30'-0" <br />2'-10" 24'-4" 2'-10" <br />(2)2X6 HEADER <br />SEE M/S6 - TYP. <br />SH 25 2ND FLOOR SH 25 <br />HD AT 7'-3" WINDOWS--------,,,,,D AT 7'-3' <br />EGRESSEGRESS <br />►ltititititititititititltitititi•.tititititititititi�tlTitltifititi <br />titlfitititlfltiti?i?itititi?ititi?itititztiti?itltititi?i?i?itititi?i1, <br />_ ' <br />�; itititF <br />`tititl <br />\ <br />1 <br />►� <br />1 <br />1 <br />r <br />H <br />1 <br />h <br />•• <br />r■ i�� � f1 <br />• <br />H <br />1 <br />1 <br />1 <br />0 <br />r <br />•- <br />H � • <br />/ <br />r <br />alp' . <br />I' �•-• <br />i I OWN <br />j� I' �W� ���)11 <br />, •' <br />� IN • IO.� <br />.,. <br />FM <br />� • i i i i i♦ i stiTiTiTiTiTi ; ; 1TiTu:171T� <br />• . � <br />R1Tit1T111t11 � <br />� lTiniTlTiTiTiT` <br />� <br />j' <br />..�Y1TiT1TiT1TiY1T1T1TiTJ: —: ?iTltiTitl'.IiT1Tii1Tl':: <br />1 1 <br />1 1 <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /4" = 1'-0" <br />M0 <br />N Xj-W <br />�QIX <br />0w <br />C?LID (n <br />N ~ <br />w <br />U)QO <br />ow <br />-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 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 / LMNG) <br />R-11 / R-13 KRAFT F <br />0 <br />N <br />v <br />a� <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />•I • <br />,i AT 18' <br />0 <br />bo <br />Q <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. LINO <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 />13 = 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 />d =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 />OCT 2 8 <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <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. 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) #5 CONT. <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING <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 />11 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 />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 />_ L <br />w <br />O <br />z <br />w <br />w <br />v7 <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 />O <br />N <br />00 <br />N <br />r- <br />' �-- <br />ro <br />LO <br />o <br />e x�- <br />00 <br />o <br />. �.. <br />W <br />0 <br />z <br />Q <br />0 � a) LO ^ o <br />W L = "O r' U <br />M CN <br />to U -0-0 d %) <br />�` r"' <br />2 p U o <br />O LL o 0 <br />s UQ <br />a� }4t <br />.N w Iz4 <br />N C <br />V p ao N <br />U� <br />U <br />w <br />W F W J W�0 O <br />I < < Z Z <br />a <br />ft'niL0 <br />Q <br />Q F- <br />Q�X J�O�� <br />d Z o 0 <br />CYCn09o_Zorr_oomZz� <br />J0 <br />V OO <br />Z <br />ww0_wto W W W (A W d'Q7 <br />QoWQWFFnZWW�o�00IL <br />LL <br />OQ o 0 oQz <br />�QLL <br />O <br />O <br />Z CV <br />OW <br />(0 <br />p F_ M 0 <br />Q � M <br />J <br />2U)L L <br />I� <br />WN f1 <br />co <br />000 <br />z0� <br />Z <br />W <br />w0 <br />J <br />Mj <br />�0 <br />V <br />N <br />I <br />I <br />I <br />I <br />i <br />O <br />0 <br />0 <br />o <br />N <br />0 <br />N <br />0 <br />N <br />N <br />N <br />Cl <br />— <br />N <br />O <br />C)CC <br />0 <br />0� <br />CDl <br />C)N <br />C) <br />N <br />C)i <br />I <br />' <br />z <br />0) <br />N <br />LO <br />LO <br />W <br />> <br />N <br />M <br />4 <br />to <br />i <br />I <br />CO <br />zZ <br />v, <br />Q z <br />C)w <br />} <br />O <br />W <br />C)U <br />000 <br />V CO <br />O <br />Z)zj <br />goo <br />-0 <br />Z <br />aIra <br />T-- <br />Q <br />= <br />w=Q <br />(� <br />�~M <br />N <br />ZOM <br />W <br />Q�j <br />■ ■ <br />CO <br />O <br />2�2 <br />ZWO <br />O <br />z <br />V <br />Z 4! <br />w <br />Z <br />cL <br />�z <br />�� <br />pU <br />o <br />l- <br />MM <br />00 <br />o_ <br />z <br />z <br />z <br />W_j <br />N <br />0 <br />0 <br />LAST PLOT DATE <br />O <br />• r <br />July 28, 2022 <br />z <br />O <br />J <br />1 ST & 2ND FLOOR <br />PLAN A <br />