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<V <br />N <br />N <br />J <br />v� <br />Lo W <br />0 <br />7 5/8" <br />ao HU28-2- <br />°O v <br />0 <br />w <br />HQ <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 CONIC <br />30'-0" <br />OVERALL <br />14'-4" 10'-4" 6-4" <br />30'-0" <br />2'-10" 24'4" 2'-10" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />40 <br />Ik FOR AC UNIT <br />(2)2X6 HEADER <br />HOLD DOWN 3 1/2" <br />2'-0" <br />SE M S6 - TYP. <br />t <br />SH 25 <br />00 HD AT 6'-8" <br />"' EGRESS <br />111, <br />�HB <br />SH 25 2ND FLOOR SH 25 <br />HD AT T-3" WINDOWS D AT 7'-; <br />EGRESS v a IEGRESS <br />Ow Mw <br />I.. <br />BEDROOM #2 <br />►., <br />_ <br />1 1 <br />•, <br />., <br />/101,♦� <br />2068 <br />#0 <br />• <br />N.A <br />• <br />.. <br />10111W <br />►�4 <br />j0 <br />►:, <br />I, I� <br />►� <br />, <br />�, <br />♦ <br />_ <br />►��1 <br />(; <br />PANTRY <br />►�/[B.U.C. <br />�� <br />►♦,■/ <br />', <br />:1•Ii1:.i• <br />1.11.11••1 <br />�illrr.rrr �, rrr,•l,•rlr.�r <br />ii�•iiii••' <br />•11•rr'1•r•,�•r.•rr•rr.rlr•.r.lr.l.rllr.lrr%�. <br />�, <br />'BRG WALL <br />UMN BELOW <br />BOLLARD <br />1 MIN FIRE RATED <br />/ <br />D•• <br />►, <br />z; /STRIPin <br />.� <br />i n <br />�� <br />Q/S4 <br />TWO CAR GARAGE <br />INSULATEDEE <br />►�I� <br />BRG WALL <br />in <br />cm <br />in <br />►.� <br />♦� <br />I MEMOLINE <br />® <br />�. <br />F GARAGE IN <br />•POSTZ <br />• F.� <br />►�' <br />- <br />FOR - TO0541 <br />CMU CONNECTIONS <br />1/234 <br />TEMP. LASS <br />TIE BEAMAhTIE BEAM <br />7 <br />♦ 1 <br />1 <br />i 16070 <br />. <br />♦' <br />�,ll` P Pa <br />��j►� <br />1 <br />• F STRUCTURE <br />-• <br />• <br />- 1 1 <br />�-(2) 2X8 TOP <br />8'-8" W/ (2) MSTA24 <br />TO POST EACH END <br />FIRST FLOOR PLAN - ELEVATION A <br />1 /411 = 1 1-011 <br />7 5/8" <br />Zx8 <br />-IEADER <br />SEE Q/S, <br />4 12" <br />OP SH <br />7 5/8" <br />113 <br />IT <br />TIE <br />A <br />�60 <br />w <br />F- <br />0 <br />cF) <br />LO <br />0 <br />QO <br />N <br />N <br />8" EXT <br />FRAME <br />WALL -� <br />jti?LTJ ; : �ititltititltltltitititltititit/'►titltltifitltiTiti <br />itltititifltitl <br />tltitiTitltit <br />LTiti?iTititiTi?it1t111tiTit�tlTif1ti11ti?iTiT1TiTLtlliTi� <br />- ' <br />�; lTititj+ <br />#4 <br />BEDROOMBEDROOM <br />10'-3" <br />: 1 <br />1 <br />zo <br />�13'-0" <br />..: <br />..: <br />1 <br />'•' <br />zo <br />/ <br />~i <br />ATTIC <br />_ <br />Cn <br />1 <br />LOFT <br />1 <br />1 <br />1 <br />O,LOW 04 <br />WALL - <br />-' <br />F <br />• SHOWER <br />/ .. <br />•D: <br />iimmua <br />•�ii�0� • BATH••. <br />;• I IMaui <br />�, • � •ITB <br />�♦ • •• <br />• -SUITE F_ <br />�♦ • r ••RAILING <br />1 1 <br />•� �• <br />1 <br />• •♦- i i i �tltltititltl ; ; 1?ltoatlt <br />(2)2X6 HEADER <br />SH 1/2 34 .• <br />T <br />.� <br />• AT 7'-3" <br />2ND ••- <br />WINDOWSFRAME <br />WALL <br />= <br />MST'►, <br />• <br />36 STRAPS <br />ti <br />• FLOOR <br />RlTiTlTiTiTit; :lrii�T1T/TKitay", <br />TRUSS BELOW <br />�TLTitlTltitititltlt/t.: _: TiTlTltita'.Z1TlTltltl"; <br />/1 <br />-. <br />SH 25 <br />SH 25 <br />, <br />EGRESS <br />1 <br />1 <br />1 1 <br />CANTILEVER <br />30'-0" <br />vi <br />SECOND FLOOR PLAN - ELEVATION A <br />1 /411 = 1 1-011 <br />INSULATION REQ: <br />GENERAL NOTES: <br />LOCATION <br />R-VALUE / TYPE <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />EXT CONIC WALL <br />R-4.1 HIGH PERM <br />FIN AWAY FROM WINDOW FRAME. <br />EXT FRAME 2X4 <br />R-11 / R-13 KRAFT FACED <br />EXT FRAME 2X6 <br />R-19 KRAFT FACED <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />(INSTALL BAFFELS AT EAVE <br />GARAGE SEPARATION <br />R-11 / R-13 KRAFT FACED <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />(GARAGE/LIVING) <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 />-4" <br />0 <br />N <br />-4" <br />0 <br />M <br />0 <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />,I 'AT 18'. <br />0 <br />co <br />0 <br />JUN t 1 2 2 <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />F��vie,N completed and ap ved <br />.. ;fh `he 2020 FBC 7th <br />-7d,tion by ueura Anne Klahr PX2300 <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 />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 />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 />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 />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 />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 />GARAGED <br />30.0 <br />1 -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 />NOTE: <br />1. GROUT TOP (2) COURSES SOLID <br />2. MAX. WALL HEIGHT 20'-0" AT 140C <br />WIND PRESSURE. 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