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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 />5068 SGD <br />30'-0" <br />10'-4" <br />6-411 <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 />30'-0" 10. <br />_ 2'-10" ,_ 24'4" 2'-10" _ <br />(2)2X6 HEADER <br />3 1/2" 2'-0" SEE M S6 - TYP. <br />SH 25 SH 25 2ND FLOOR SH 25 <br />H D AT T-T' <br />HD AT 6'-8" HB EGRESS WINDOWS D AT 7'-; <br />t EGRESS -. -. -. -- -- V.EGRESS <br />BEDROOM #2 <br />GREAT ROOM p 10'-0" x 12'-4" <br />8 CLG <br />r- 8 8'-8" CLG <br />v <br />(V <br />7 5/8" 16'-0 1 /4" 6'- 0 1/2" 101, 5/8" 5 _0„ 7 <br />k(22) BF 6" WALL(3) STUD HE CO HEADER <br />N BEOWN ��, SEE Q/S 4 12" N <br />D� SH <br />17-10 5/8" 11 9'-2 1 /4" T-T' 16. 211211 <br />2X4 KNEE M <br />WALL, TOP <br />a a AT 34 1/2" <br />u l 18CC IGG O° <br />u a . O w BATH <br />p 8'-8" CLG <br />DINING ROOM o u C z a- `O CoTP <br />8'-8" CLG 9 u u V5 Es RANGE <br />u u W/ HOOD C( <br />TB <br />N CO II ai - <br />IIa <br />V%Q-JI aL---- p) <br />= 1' 3" N _ ih <br />J Go <br />= O - N ti <br />i14 N 1 o H <br />,� _ e _ <br />Zv 7 5/8" 0 6" WALL �p 2'-3 1/2" " u p <br />3'-4 1/2" 6'-3 1/2", -3 7/8" 8 -8 1/2 �� 6-3 3/4" 7 5/8 = <br />O <br />1 PLUMBIN N PANTRY 51/8" <br />A3 STACK WALL N 6'_7" REF <br />tinO�� qT B.U.C. 4 16" <br />CN <br />3 G - 4" INSULATED D/H 3 <br />NA2,F Ns S3 <br />\ BRIG WALL PROTECTIVE � <br />(3�STUD <br />N _ CC LUMN BELOW BOLLARD <br />N �20 MIN FIRE RATED J co <br />00 DOOR W/ WEATHER S6 iv <br />- STRIP N <br />---- (2) 2x8 <br />�_ 0 HEADER <br />SEE Q/S4 TWO CAR GARAGE 8" EXT <br />8 in 4" INSULATED 18'-9" X 20'-0" FRAME <br />BRG WALL WALL -� <br />7COFOYER <br />----6 °' 8'-8" CLG <br />5 co CC c <br />S3 N <br />2 1--------- UNEOFC6RACEIN <br />— OPEN POSTION <br />A ° ,{--SEE DETAIL D/S3 <br />00 <br />P uO / I FOR FRAME WALL TO <br />CMU CONNECTIONS <br />SH 1/2 <br />AT6' if31 " <br />[HD <br />EMP.G CIDTIE BEAM TIE BEAM <br />-7 4'-1" v -1 o0 <br />bo 8'-8" TRG 16070 HB OP <br />-,TIE BEAM <br />LINE OF STRUCTURE <br />W 0D ABOVE <br />m Oo 1 �, <br />" 17'-4-V" <br />4'-0" 2'-0" 3'4" T-0" <br />30'-0" L ,TIE <br />FIRST FLOOR PLAN - ELEVATION B <br />1 /411 = 1 1-011 <br />Q2 <br />Wm _I00 <br />y <br />LU <br />F= <br />• 1111tJ : :►LtilltLTll/tUtlflfp�tlfl/Ltltl,'./ltp�t�t111fitlTJ, <br />Lt/,T/titlfltlTl <br />1J,Ti7lTltittf J,titlfitiTitltlflfltitl?ltltt` <br />tifltlt�tltititltltLtLtMMI : <br />i <br />« <br />BEDROOM #4 <br />BEDROOM <br />1 <br />60 <br />r <br />« <br />��13'-0" <br />~ •• <br />- <br />L-11 <br />j <br />CN <br />- <br />'• <br />BEDROOMCID <br />---=' <br />M <br />1� <br />« <br />:• <br />- <br />LOFT <br />/ <br />1 <br />1 <br />J71� <br />36" LOW <br />« WALL <br />« <br />DRAINDN - <br />\ <br />SHOWER <br />/ .• <br />HEAD & <br />VALVE <br />♦IINN "ap <br />-713 <br />OWNERS SUITE <br />CON C14 <br />RAILING <br />1 <br />• • tiTitLtitllJ : :'�AT�aTIT� <br />• HEADER <br />r <br />. <br />FLOOR <br />1E <br />WINDOWS <br />SH 1/2 34 <br />MSTA36 STRAPS <br />HD AT T-3" <br />TO FLOOR <br />r�11t1Tlfltll : : LTCi,iT11111T1TF <br />I <br />TRUSS BELOW _ <br />.. �Y�UAtJ,t�t�tlTllp�TJ : _' T�TJ,dt�ti'.7/,TJ,TLUtJ.:: <br />,u <br />Ir <br />1-_ <br />SH 25 <br />SH 25 <br />EGRESS <br />1 <br />1 <br />1 1 <br />- 1 <br />M1 I <br />SECOND FLOOR PLAN - ELEVATION B <br />1/411= 11-011 <br />-4" <br />M <br />N i�_ <br />w <br />c=na� <br />pW <br />-4" <br />0) <br />0 <br />M <br />LO <br />-2-PLY BUC W/ (2) <br />MSTA36 STRAPS <br />TO FLOOR <br />TRUSS BELOW <br />.l <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 />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. UNO <br />j3 = FILLED CELL W/(1) #5 VERTICAL <br />® = FILLED CELL W/(1) #5 TURNED 2'4" INTO SLAB <br />= 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 />0 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 />May 12 2023 <br />Virtual Review Assist. Inc. <br />Plans Review completed and app ved <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 />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. — <br />SEE FOUNDATION PLAN <br />FOR FILLED CELL <br />SPACING. — <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 />1 -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 />-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 ST&D ljD W/AP C SIDE) CENT �� 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 />I— <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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