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14'-4" <br />42"X42" AC PAD, <br />SEE SHEET SN1 <br />FOR AC UNIT <br />HOLD DOWN <br />00 <br />U') <br />5068 SGD <br />30'-0" <br />OVERALL <br />10'-4" <br />5'-1 <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 />-11 / R-13 KRAFT <br />It 30'-0" <br />2'-10" ,_ 24'-1 2'-10" _ <br />(2)2X6 HEADER <br />3 1/2"' Z-0" SEE Ill Ti- T <br />t <br />SH 25 SH 25 2ND FLOOR SH 25 <br />00 HD AT 7'-3"HD AT 6 -8 WINDOWS D AT 7 r-.. EGRESS -�"HB EGRESS I& �� EGRESS <br />00 <br />GREAT ROOM 0 BEDROOM #2 <br />co 88 CLG 100 X12-4 <br />r 8'-8" CLG <br />Y <br />7 5/8" 16'-0 1/4" 6'- 0 1 /2" 10" 5,-0„ 7 5/8" <br />(2) 2068 BF 6" WALL <br />N (3) STUD 2x8 <br />N COLUMN _ HEADER <br />BELOW �'�6, SEE Q/S <br />00 <br />R&S--N -- 8 �4�12 N <br />SH <br />12'-10 5/8" 11 9'-2 1/4" Q 3'-7" 2' 2" <br />2X4 KNEE M <br />WALL, TOP <br />II a AT 34 1/2" 2� <br />s <br />I <br />u II 8CC GN <br />y C w BATH <br />p "' 8'-8" CLG <br />DINING ROOM �� w 0 _z v_ <br />8'-8" CLG 9 a i ❑ RANGE coTP <br />n w W/ HOODC(I <br />IIa TB <br />N- <br />2 ,? F_ <br />(V _ L M <br />J •JIr-Jlt O _ N00 <br />f` <br />QQ N 1 C? <br />iv W 7 5/8" 0 6' WALL �Op 2'-3 1/2" " N � Up <br />IAJ p X-4 1 /2" 6'-3 1 /2" m '-3 7.`8" 8 -8 1 /2 ' �� 5'-3 3/4" 7 5/8 = <br />PLUMBING--,N PANTRY <br />A3 STACK WALL -�V 6-7" REF 5 1/8 <br />B.U.G. 4 16" <br />N <br />----- (V <br />d' <br />3 - 4" INSULATED W/H 3 <br />A2 00V S3 BRG WALL PROTECTIVE <br />(3) STUD <br />COLUMN BELOW BOLLARD <br />N 01 �20 MIN FIRE RATED J 00 <br />00 DOOR W/ WEATHER S6 <br />STRIP N <br />---- 0 _ (2) 2x8 <br />ai HEADER <br />g " SEE Q/S4 TWO CAR GARAGE 8" EXT <br />g in 4" INSULATED 18'-9" X 20'-0" FRAME <br />---- BRG WALL ~` <br />N <br />---g - FOYER <br />- --5 M 8'-8" CLG CC <br />53 N <br />2 1— — — — — — — <br />---LINE OF GARAGE IN <br />OPEN POSTION <br />A M SEE DETAIL D/S3 <br />00 <br />FOR FRAME WALL TO <br />CMU CONNECTIONS <br />IM SH 1/2 <br />HD AT 6' 1211 <br />TEMP.G 00 <br />CID TEE BEAM TIE BEAM <br />Q _ 1 -4 4 7 4 -1 AT 8'-8" AT 8'-8" 00 <br />w8 BTRG I 16070 HB <br />P: Q <br />TIE BEAM IT --_33M — <br />-- <br />AT 8'-8" j � __ <br />� LINE OF STRUCTURE <br />a0 ABOVE <br />Oo V-4" <br />17'-4" <br />4'-Il L 2'-0" L 3'-4" L 2'-0" 18'-8" <br />30'-0" <br />TIE BE/ <br />AT 8' <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /411 = 1 1-011 <br />c <br />60 <br />w <br />P: <br />: : f1T1T1TiTltiTlTiTiTiTlfiTiT1T1U`►7iTlTififiT1Ti11T1�Tifitifitititi <br />y11 <br />a, <br />titifititiTlt�ltlTitlTitltltiTltitltlTitltitigtiTltlTitlfltlTlTitlTitll <br />; � � <br />�: lfitlt. <br />�TITI?J <br />H <br />11 11 <br />BEDROOM #4 <br />M BEDROOM <br />1 <br />1 <br />H 1 CLG CP <br />« <br />« <br />F <br />13'-0" <br />a <br />LO <br />-H #2_ <br />H 1 <br />« <br />CD <br />F <br />•. <br />ATTIC Q14 <br />1 <br />LOFT•� <br />1 <br />1 <br />« <br />1ilk <br />LOW C14 <br />WALL <br />►~ r <br />DRAIN <br />►~� DN SHOWER/ <br />11 <br />llHEAD & <br />00 <br />VALVE <br />♦I'� `` •• • <br />1 <br />' <br />CLG <br />IY <br />�Iloom <br />• �.OWNERS <br />�1 • c . <br />1 1 <br />' �� ■ <br />�J <br />1 <br />, <br />t! : T1T1T1T1T1Ti: : 7T1To:1T1T <br />HEADER <br />-T8" <br />F <br />r <br />EXT <br />r FLOOR <br />FRAIVIE <br />WINDOWS <br />WALL h <br />h <br />h <br />MSTA3' STRAPS <br />H <br />r <br />�1 <br />TO FLOOR <br />•; <br />eLTiTiT1T1T11; ; lTic.UTplTlt� <br />TRUSS BELOW <br />.: �71T1f1tlTiT1T1T1T1gTJ � _ � t1t1TiTN�'.7/fifl?1Tl''-: <br />-- <br />SH 25 <br />SH 25 <br />• <br />EGRESS <br />1 <br />. I <br />1 1 <br />CANTILEVER <br />1 1 <br />a-\ 11 <br />SECOND FLOOR PLAN - ELEVATION B <br />1 /411 = 11-011 <br />-4" <br />c? <br />N (n <br />w <br />v, a IX <br />Xw <br />x <br />M <br />Nr <br />w <br />tzn Q 0 <br />= w <br />-4" <br />0 <br />N <br />rn <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />TOP <br />( ... .8'-0" _r <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 />8" 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 450 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 (SGll (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBll (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 />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 />UNO <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 />,A = FILLED CELL W/(2) #5 VERTICAL <br />C = 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, 2.1112 to 6.9.12 pitch, <br />Exposure C, Heigli ft, Importance Factoll 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) DS SAP EACH <br />SIDE) CENTERE d <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 Ti U.N.O. <br />SEE PLAN I1 <br />w <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. 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