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J J LOw 0 N N N N rb N 7 5/8' 60 �CD N U5Q oo HU28-2- w- ' m� � 0o w P: IE BEAM AT 8'-8" (2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST 6X6 PRESSURE TREATED WOOD POST W/ PAU66 TO CONC 30'-0" OVERALL 14'-4" 10'4" 54" 30'-0" 42"X42" AC PAD, SEE SHEET SN1 2'-10" 24'4" FOR AC UNIT HOLD DOWN 3 1/2" 2'-0" SH 25 SH 25 00 H D AT T-3" - c, °�° H D AT 6'-8" .. t I-- LO EGRESS HB EGRESS 5068 SGD 00 GREAT ROOM o BEDROOM #2 - 00 8'-8" CLG 9 10'-0" X 12'-4" 8'-8" CLG N 16-0 1 /4" 6'-10 101, 1 /2" 6-0" 10 BF6" WALL L(2) �3) STUD OLUMN BELOW 12'-10 5/8" 11 9'-2 1/4" N T-7" 2' 2" fit ;00 M 2X4 KNEE WALL, TOP r AT 34 1/2" — r, KITCHEN 6' `p o O° u i W8'-8" CLG= O wce) p BATH CD 8'-8" CLG DINING ROOM N u i © z U)8'-8" CLG q ii i m o RANGE Ica W/ HOOD C rp i - -- II i� TB Ili - II I� Cl) �1'-3",. N 7 5/8" CD�'od, 6" WALL 2'-3 1/2" T-4 1/2" 6-3 1/2" M 2'-3 7/8" 8'-8 1/2" 5-3 3/4" 1 PLUMBIN � PANTRY STACK WALL iv 6'-7" REF A3 B.U.C. (4) 16" DP §H N --- G S3 4" INSULATED BRG WALL _ \ (3) STUD PROTECTIVE COLUMN BELOW BOLLARD `? 20 MIN FIRE RATED 00 DOOR W/ WEATHER - STRIP ---- (2) 2x8 ____ 0 o HEADER 9 SEE Q/S4 TWO CAR GARAGE 4" INSULATED 18'-9" X 20'-0" ---- BRG WALL 00 04 ----6 FOYERT 8'-8" CLG ^CC� ----4 S3 N ---------- LINE OF GARAGE IN ---OPENPOSTION 3 2 1 A M bo SEE DETAIL D/S3 I P i I FOR FRAME WALL TO i I CMU CONNECTIONS SH 1/2 34 HD AT 6'-8" 3 1/2r,1• o I TEMP.GLASS TEE BEAM TIE BEAM I AT 8'-8" AT 8'-8" ENTRY 8'-8" CLG I I I 16070 - = L — — — — — — 17— — — — — — — — — — 16" X 16" X LINE OF STRUCTURE B A.F.F. CMU BASE W/ ABOVE (4) #5 VERT. TYP OF (2) 1'-4" 4'-7" 6'-9" 10'-0" 1'-4" 40 18'-8" 30'-0" \1_(2) 2X8 TOP 8'-8" W/ (2) MSTA24 TO POST EACH END FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-011 7 5/8" 2x8 HEADER SEE Q/S -(4) 12" DP SH r; v M O L� _ N d o TL LO 7 5/8" � U)`O = 00 N N ;;t 0? i+B I � � =zo v TIE BEAM AT 8'-8" Oo w �Q 0 WN� u 8" EXT FRAME WALL -� T-10" (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS HD AT �. EGRESS I 4" 1l'-8 1/2" 2'- I /4" 2'-3 P, 4" 13'-0" L m I� � m CIO N I °� °� 0 N BEDROOM #4 BEDROOM #3 N I I 12'-9" x 11'-11" N 10'-3" X 1 V-8" I I 8'-0" CLG 8'-0" CLG rn 0 Oo - N -' 11 1 /2" 6'-1 " 6-7 1 /2" T-8" 13'4" 2668 - 2668 N_ `r TP ti tiro BATH #2 = 8'-0" CLG o 6 WA W.I.C. ' O N I TB m w N Zo I C° N BEDROOM #5 L-- 1 V-7" X 9'-10" W D r Q 8'-0" CLG o HANSE DRYER L N & S BOX VV ;� 2" DP (4) S r9", 2"x6" LAUNDRYI ATTIC I N L ACCESq Cl M LOFT 10'-l" X 15'-5" 8'-0" CLG T-4" L 4'-8 1/2" T-4" T-8" 10'-3 1/2" 36" LOW N All NWALL L_m_ DRAINSHOWER ISoo m HEAD & ,� m ---- VALVE 16 m a's I o 0 N -LO' BEDROOM#6 i o DD: 8'-0" CLG 14 DD 13 M 1 1'-5 1/2" 7 1/2" DD 11 3'-11" 4'-21/2" 1'-8" 11'-8" DD 0 0 2'-1 3/8" �`b N ----8 N � -----7 6" WALL`' 6 Cl orn O. BATH �cP N� ' D T-0" CLG �� 4 -----3 TB WIC I iv 36" H. 6� I _ I OWNERS SUITE ti RAINT `1; I I 17'-0" X 13'-0" , MT I rn I 8'-0" CLG ) � I U) (2)2X6 HEADER SH 1/2 34 I 06 I SEE M/S6 - TYP. 8" EXT HD AT T-3" I 2ND FLOOR FRAME I I WINDOWS WALL I I 2-PLY BUC W/ (2) 1/2 I MSTA36 STRAPS HD AT T-3" TO FLOOR TRUSS BELOW v SH 25 SH 25 HD AT T-3" HD AT T-3" EGRESS T-4" 2'-8" T-2" T-2" 6'-10" 6'-10" 10'-0" 64" 13'-8" CANTILEVER 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /41' = 1'-01 1 4" Fh 04 w ow ih N U w U) ow -4" INSULATION REQ: GENERAL NOTES: LOCATION R-VALUE / TYPE ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL EXT CONC WALL R-4.1 HIGH PERM FIN AWAY FROM WINDOW FRAME. EXT FRAME 2X4 R-11 / R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED VERIFY ALL WINDOW AND DOOR ROUGH OPENING CONDITIONED CEILING R-30 BLOWN -IN SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11 / R-13 KRAFT FACED INSTALL RND DRYWALL BEADS AT HORIZ & VERT (GARAGE/LIVING) CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. 0 N 0 -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ lX3 PT FURRING STRIP 314" INSUL BOARD 1/2" GYP 'L0►��MIMMM MM 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL Q = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 60 403 TOTAL SQ FT 3043 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING CT 18 202 i Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editi n by Debra Anne Klahr PX2300 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END 8" KNOCKOUT COURSE W/ (1) #5 CONT.� SEE FOUNDATION PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL N.T.S. ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE DR 30.0 -33.9 1 30.0 F -33.9 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 1OD NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4� F F4N 0 LO J Do p3 F LO LO X)°A 9+4 �x ACC 905 .` k LL w D F O= -i 0 z a /N o ^ o ,0 M U 0 CM N N 4-- N to M U coo V /�1 -L t CO Y/D O ` o 0 O U_o m Q Uci� —� Q� }< E o _ K D 0-o m W LU 0L uj W 0 1- a z W � Y Q Q I- aaXJ0az2oo°Q �U) woZ0WOOM0z ��y O O O Z (n�dW(n W W W F0 W Wa,�J F � Z 1- O Lu `p U❑ a. LL a 2 W 00W oQza<Wa a 0 �aLL i� O 0 Z CV O� f` Z M O Q U) CL U) LL z < W I--�aM Z00 V W O O O O O O O N r- N N N N co M 0 M Cl � Co O O O O N O N O ' z 0 Nw > o r 0 N 0 M Cl V' Cl Ui CO } ~ z � aw z O z 0) _ � O W U o00 LLJ 00Fn 1 n V ♦ 0 �zj Owo Z _a a Lr)�Q = w m=w N O SOU) W } <�Z) . . N Q O r U gwo LL Z az �z Z F� U J pof� M�M W Z of W T_ T o LAST PLOT DATE . . May 2, 2022 z 0 1 ST & 2ND FLOOR —j PLAN A I I -�— -- i - -- -