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Home My WebLink About0804-0166 BUILDING PLAN4 to 'J =I A m 7 <V `1 0 N W 43'-O" 1' O" 13' O" I' O" 13, O" I' O° 13' O" I'- -6 STAIRS TO 2ND FLR. LANDING 1 BEAM , , BEAM STAIRS , BEAM , --- --- O - TYP. COVERED BALCONY IST FLR. L 12" Sa ELK, COL Q fll 16' 4" 10 8" 8' 4" 5' 8" 2 i6080 SGD 8080 SGD I8'-o" _ I PANTRY --�-- Q I m 7 NOOK O n I 9 N i� t L- - - - - - - KITCHEN Q m ° 9' 4" CLG Q FAMILY ROOM m S' 4" CLG COOKTOP W MICRO HOOD VTR DEL ; o :: Q MEDIA / GAS ,_____� l2) 2680 FRENCH Flf`�EPLACE QN orib S CL08ET 2eao FRENCH = _ l2> 26 ap Q I I I IQ 2860 PKT m 0 3 p„ 3' 0" I I I I m / closer HALL 2080 DINING ROOM M BATHROQM »I Q "� 8' CLG 9' 4" CLG ul 9' 8.. ro, CLOSET 67EEL COL, BPI 0'-O 10'-Opp-B" SEE PG T-I FOR DETAIL 3080 _ a8 8�- S?'LEL COL. A DECO DECO AHU Q 14 d' SEE P'G T-I COL_ COL, m FOR DETAIL - ARCH ----- ---��- 3080T 8"I 4' Id' 18°I r 112 ELEVATOR I IV 1-4 ? m S Q BEDROOM 02 0 WIC r I I(3 5' 6 1pm i0 9' 4" CLG 4 _p BEARING WALL 4'-6" 3080 SC 2' 6" i UP m POWDER ROOM CLOSET N FOYER CL06ET N S' 4" CLG - LANDING 12O" ? DOWN �n 1-4" 4 (2) 3000 OVAL BT LI I I I I I I I I I 1E=9LL (2)SH 25 5' 4" OV 24x36 2'-2" 10 8" I£ STAIRS TO 3RD FLOOR IQ A 4 6 3 1 1 6 8 Il RISERS 1,5625° I' 10' TREAD t NOSING ILU I-O" COVERED BALCONY / ENTRY_ TOTAL HGT, ='10' 815" ABV_ LANDING 2ND F,F_E, STEP F- I' p' 13' O" I'-O 13O" I'-O' STEP 13 O" I'-O 43-0" 2ND FLOOR PLAN SCALE: 1/4" • 1' O" n N I , N - N � M I 2,_8,� (V 4 I �p I � O LANDING I STAIRS TO , GROUND FLR. AI � 3 4 Q 4 a ro v I POOL B`1' OTHERS 131-0 .1 _6 STAIRS TO 2ND FLR, LANDINGM BEAM i r BEAM BEAM COVERED PORCH WI w WI lll 3' 2" 6' O" 3'-4" 6' O' 3' 2" 10' 8" SH 25 3066 Sc III r--------------------- - 26'-0" I I 1 SH 25 5' 8" 1 1 I Q v S Q S CLOD O CL05ET S. 4" SHELVES - - - - g`8 ALL ELECTRICAL ELEMENTS ° v LAUNDRY ROOM MUST BE im 30" ABOVE F.F,E. " WHICH WILL PLACE THEM ABOVE THE REQUIRED ELEv, OF 10.00' LT (V TYPICAL - TOP v S A,F,F, 16" ROUND CBS COLUMN In (4) VERT, 05 RODS d 03 TIES 10" O.C, TYP TYPICAL TYP ON 40" x 40" x 24"CBS D COLUMN ___----_-_-_1 2500 PSI CONC, PAD------------1 TOP a 8' A,F,F, w/ 05 RODS 6" O,C, (1) LAYER EACH WAY = Y ' ❑----------------- ❑ n i 5 -a = a no TYPICAL-�I 1 = 1 ro 6" HSS 4 x 4 1/4 STEEL POST 0 _ O Q CBS COLUMN �o 1 10 2ND FLR LEVEL 1 _ m �--- - -- -- ---� N TOP a a' A,F,F, SEE DETAIL P G T-I c^v ELEVATOR 12'-2" I'-4" 12-10 - 1--4' MECH, ROOM ELEVATOR GARAGE —� 0 Q BEARING WALL - 3068 SO UP —� STAIRS TO 2ND FLOOR O" 15 RISERS Q 10" TREAD 6 1" NOSING TOTAL HGT, S' 4,15" ABV, F.F,E, r V 8010 OHGD aO10 OHGD 8' p" w COVERED ENTRY m LU ---- -------------------------------------- - ---------------------- BEAM BEAM BEAM STAIRS I I i 2ND FLR, LANDING I I ENTRY STEP 13-0" 13'-0" STEP p" 43' 0" DIMEO MODEL GOOID FAITH CALCULATION OF AREAS IN SQUARE FEET LIVING 2ND FLOOR 1'14'B LIVING 3RD FLOOR 1149 TOTAL LIVING AREA 3498 ------------------------------------------- COVERED PORCHES 421 COVERED BALCONIES 10(0 GARAGE 114E TOTAL SQUARE FEET (o444 1ST FLOOR PLAN SCALE: 114" = 1'-0" REMISED 4/22/05 FOR REAR STAIR RELOCATION REVISED 4/22/08 FOR REAR STAIR RELOCATION REVISED 1/22/OS 2ND FLOOR FOR w 1(0080 SGD 4 ••• 8080 SGD Q Pool EQUIP, N N DRYER VENT O TRWU WALL O 6'-0" 3'-4" 2' 8" ro N 4 I I � 0 I .� LANDING i i 33=4" SCANNED BY R EVI S t N St Lucie County FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPL.iCABLE CODES. M wM �� C7 Pw-1 U w�U� �PLn W zC��g a CnOOFd�p�- W O � CA Q N k=d 0 P4 f Fi m u vq1 V P-(0 P4 a A4 M 0F] l W O U O � U C� oo� O U 00 OMO O U �mm00 o Cn 7;1 i R o O C-1 V) p rn w arJ CIS � O r � rOl ® Copyrl&t 2001 ROBERSON DESIGN GROUP All rights reserved. REVISION DATE •11 4/22/08 JOB " 1144 DATE : 5/8/01 DRAWN BY SR SHEET 1 TYP. SAFETY RAILING MAX 4" OPENING BETWEEN EACH SPINDLE — START RAILING s 4" ASV, BALCONY GRADE REAR ELEVATION SCALE: 1/4" = 1'-0" FRONT ELEVATION SCALE: 1/4" = I'-O" 4 FBC E3A81C WIND SPEED w/ 200& SUPPLEMENTS 140 MPH IMPORTANCE FACTOR LO BUILDING CATEGORY ENCLOSED EXPOSURE CATEGORY C INTERNAL PRESSURE COEFF, 0110 WIND DESIGN PRESSURES ALL WINDOWS 4 DOORS +42,'7 / -F,11 GARAGE DOORS +37,=✓ / -42,5 3-SEC, GUST I'-O" i TIE BEAM i TIE BEAM i TIE BEAM i w12" 90 COVERED BALCONY co ELK, COL. m Ul 5-0�� 16' 4'� g'_g" 8'_4" 16080 SGD 8080 SGD BEDROOM "3 MASTER BEDROOM S' 4" CLG ; N S' 4" CLG m = 25' O" 2880 2B80 4065 DBF (`"J> R4S R4S R4S 3'-O '_p 5'-O �� N BIDET/GO SO I BIDET/COMBO o MASTER ® p 0 BATH S' 4" CLG ro WIC Arnc `� WIC BATH 03 S' 4" CLG - o AGGE99 Q R �1X36 � 3' 2" 4 IUNIRLPOOL 3 6 4, 2" Q 6\m 3 -4 3080 ARCH — — — 3080 ARCH 3 -O , a HALL } S' 4" CLG `t AHU `� 0 5' 0" S 16'-4" DECO DECO ------""------- ARCH---- EARING WALL 0� ---- ---- -------------------- ------ all5'4' 8'_ OPT. CABINVIS 6'-s" 110 0 f IQ Q I ip v m Q 2 OyQ ELEVATOLL w BONUS ROOM - (3 FOYER Q� 4 S' 4" CLG Q S' 4" CLG a Q r S DOWN C + O N m 171 22' O" 4' 2" 19 3' 4" (2) SH 25 EGRESS (2) SH 25 4' 4" I 6' 3" I 21' 10" I 6' 3" I 4'-4" 43'-0" REVISED 1/22/08 3RD FLOOR FOR *** 16080 SW 4 *** 8080 SCaD 3RD FLOOR PLAN SCALE: 1/4" • I' O" THESE PL";Nr AND ALL PROPOSED WORK i O N ARE ,.;UBJ'CT TO ANY CORRECTIONS REQU: IED CY FIELD INSPECTORS THAT ie;`UESZARY IN ORDER TO COMPLY 4Y11 n ,qLL APPUL 'ROLE CODES 4 Q M iY+00 N M W M � O zap W� W o°>ao H dV'1 W °cq ti N PH PH Q Q z ZO woo MEIN u Lu a ',^q iF Q � O Z u uj O to O 3 ■/�% Q 3: U O 0 U �•� W 0�.� O U (7� M U 3 a M cf Oro, 1 O O ct rn 110 w� ICA 0 b O �UU a Copyright 2001 ROBERSON DESIGN GROUP All rights reserved. REVISION DATE Oil 4/22/08 JOB " 1144 DATE : 5/8/01 DRAWN BY SR SHEET A-2- 43' O" 4--4" 43'-0" 3RD FLOOR PLAN SCALE: 1/4" . 1'-0" C,46T CRETE LINTEL SAFE MARK LENGTH COMPOSITE LOAD NO, BEAM GRAY. z5 3-6 SF32-15/IT 1180g zb -1-(o aRF30-11B/1T 10893 SCHEDULE APPROX, LOAD GRAV, SAFE LOAD UPLIFT APPLIED LOAD UPLIFT <1000 1636 <500 <1000 3251 <500 z, I-6 SRF32-15/1T 6412 <1000 3E08 <500 za E-10 8F32-15/1T 8F32-15/1T SF32-15/1T SRF30-1B/1T 8328 <1000 4498 <500 z9 4-6 11809 <1000 E861 <500 30 4-(o 11809 <1000 58(0l <500 31 1-1-4 1948 <1000 812 <500 3z 9-4 SRF30-1B/1T 554-1 <1000 2323 <500 33 5-10 OF-1B/1T 8328 <1000 4498 <500 5-10 81=32-15/1T 81=32-15/1T SF12-15/1T SF12-15/1T SF12-1B/1T 0F12_1B/IT 8328 <1000 4498 <500 35 4-6 11809 <1000 5861 <500 36 3-6 560E <1000 2524 <500 3, 3-6 560E <1000 2524 <500 3a 3-6 5605 <1000 2524 <500 39 3-6 560E <1000 2524 <500 40 3-6 5F12-15/IT 560E <1000 2524 <500 41 4-6 SF12-iB/1T 4315 <1000 1940 <500 4z 5-10 12F12-25/2T 3218 <1000 2215 <500 43 14-0 12F12-25/2T 865 1 200 519 <500 44 14-0 12F12- /2T 865 200 519 <500 45 14-0 12F12- /2T Uoe> 2 0 0 51c3 <500 465-10 12 - 3210 <1000 2215 <500 4, 5-10 12F12-2B/2T 3210 <1000 2215 <500 TYPICAL 12 EQ. COLUMN w (4) VERT. N5 PnMS TYPICAL 12 SQ. COLUMN 43'-O' w (4) VERT, •5 RODS d 03 TIES 10" O,C, COT, FROM CONC, PAD 4a 49 TO BEAM LINTEL - COVERED BALCONY 8 x a FILLED CELL Q 2'- 6'-4" o'-e" B -4 5 -B w(U"50ROE) 4 41 51 CONTINUOUS 31 2,-0" 1'-4" 21-O° 2'-O" 1 2'-0" f-4" 32 4" I'-4" I' -a" I'-4" FROM FTG, TO BEAM 1131 isl® ®®° 0SOL- 4 N ® ® N 4 N 11� 1 II I ® DIpP 0 7 4 Y N c0 ® � ® N ® ® N QI N 29 Qo Q Q ® ® lV 4 N 4 TYPICAL " 3 � m � N ® IC ROUND CBS COLUMN ON IST FLOOR 'v g O m ® ; ❑ \1 4 x 4 STEEL POST ; ❑ ; ® 6- 1, A 2ND FLR LEVEL - N SEE DETAIL PAGE D-I 4' 4 I� 4�1 ® 1 = N ® Q N ® Y 0 ® N fV j <V ® <V ro 4 v 28 4 ® ® N y i N ® O 35 Y 4 m N ® ^ � Q N (� LhI N N pI 1�-� S ® 01 " ^o ® ®® ®® t'1 I0 ® 1 ® ® ® ® ® ® l� 41' 36 1 '-B" 1'4" 1 4"4'2"2' 0`4I4IOI. 4' 1�4" 2' O- -B"2'_O" 1014-4' 422 _ 3l N -0" 45 COVERED BALCONY / ENTRY Q I - - - - - LINTEL - ¢3 - -42 381 - In O CAST CRETE LINTEL SCHEr-'jUL_E MARK NO, LENGTH COMPOSITE BEAM SAFE GRAY, APPROX. LOAD GRAY, SAFE LOAD UPLIFT APPLIEDLOAD LOAD UPLIFT 4b 14-0 12F12-2B/2T 865 200 519 <500 49 14-0 12F12-25/2T 865 200 51(B <500 14-0 12F12-2B/2T 865 zoo 5,9 <500 51 5-10 12F12-25/2T 3218 <1000 2215 <500 52 I(o SF16-1 /1T 2661 <1000 1634 <500 53 1_6 5FI(o-1 /1T 2(o(ol <1000 1634 <500 4-6 SF16-1B/1T 6113 1304 2124 898 55 5-10 SF16-15/1T 43(o0 1304 2093 898 5 1-1-4 SRF14-15/2T -149 600 401 300 51 9-4 SRF14-15/1T 1544 <1000 5)06 <500 5 5-10 SF16-15/1T 4360 1304 2093 898 59 3-6 SF32-1 /1T 6412 <1000 3508 <500 4-6 01=16-1B/lT 6113 1304 2124 898 61 5-10 12F12-25/2T 3218 <1000 227E <500 6z 14-0 12F12-2B/2T 865 260 5le <500 63 14-0 12F12-25/2T 865 260 57(9 <500 14-0 12F12-2B/2T 865 260 5T9 <500 65 5-10 12F12-25/2T 3210 <1000 2215 <500 TYPICAL 12" CBS COLUMN w (4) VERT, 05 RODS t 03 TIES 10" O,C. CONT, FROM CONC, PAD TO BEAM 05 REBAR AT TOP MIN, (1) REQ'D 1-1/2" CLEAR ~ J Lu QJ Q z GROUT 1 0- Z •5 REBAR AT BOTTOM b o .o OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL l-5/8"ACTUAL ,I (VARIES) B" NOMINAL WIDTH LINTEL TYPE DESIGNATION F • FILLED WITH GROUT / U • UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY SF16-IB/IT NOMINAL WIDTHJ� LQUANTITY OF 05 NOMINAL HEIGHT REBAR AT TOP 13'-O" 43'-O" 2ND FLOOR PLAN SCALE: 1/4" • 1'-0" 2ND 4 3RD FLOOR FILLED CELL # LINTEL PLAN SCALE: 1/4" = 1'-O" LANDING STEP STEP 13'-O" LANDING I i ro O 3'-4" REVISION *** REVISED 1/22/08 FOR NEW LINTELS - MARKED w/ *** FILL COPY THESE PLANS ^..ND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY RE NECESSARY 1% ORDER TO COMPLY WITH ALL APPLICABLE CODES." ® 1\ 1\ C 4 C 0 C 0 old �C P-( ® �` P.4 T U U4 Q d) tu O O U U 00 M . O � Vl O O M N �oo��. x rn w 0 Q O ® Copyrl&t 2001 ROBERSON DESIGN GROUP All rlghte reserved REVISION DATE »i6 4/4/OB JOB " "1144 DATE 5/8/0-1 DRAWN BY SR SHEET 6-2