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LAKE COUNTRY <br /> DESIGN STUDIO, LLC <br /> 50'-o" 50'-0" <br /> 23'-2" 6'-0" 20'-10" 23'-2" 6'-0" 20'-10" <br /> N51W35831 HILLCREST COURT <br /> VIIF T Erc. \'pW T Erc. OCONOMOWOC, WI 53066 <br /> Ew. -a'-o" Ew. -a'-o" <br /> PH1920.723.7005 <br /> r - - r - <br /> I 6X AVADTEJb of j 1IINEXCAVATEJb of W W W L C D S D E S G N . C O M <br /> 6" POURED I <br /> ' . .. •.. ., . . _. . . .z' .z' <br /> a �• <br /> . . . .. .. . . . . .. . . . INFORMATION <br /> 1 1 1 <br /> 1 1 1 1 <br /> 8x8 EXISTING BARN : 1171-0° 1 , 6'-1" 5' 3" 10'421" <br /> I ROST (TYR.) o I o <br /> •::^L Io 5i EXISTING I 1 o <br /> o <br /> ELEVATOR i ELEVATOR <br /> o a o 8 MIN. 2" CLOSED CELL SPRAY LOa <br /> o / 5 FOAM ON INTERIOR SIDE OF a <br /> _ 0 �° EXISTING FOUNDATION. 0 <br /> c T/WALL TO T/1LAB. c, <br /> 0 1 in <br /> F x N x <br /> ✓--1—r--I r--1—r--1 r--1—r-- w r--1-r --, r--1-r-, r— I-N--, w <br /> : 1 I I I I I ...• I I I I 1' 6" I I <br /> L_1 1 J a- I I F.D. I L_1 . _L J I L <br /> 0 I '._iii0 I 8"x9.5" EXISTING BARN BEAM I 0 I a I 0 ® I 0 I -s 0 I <br /> T T 7 T <br /> 1- _ _ <br /> I : I I <br /> a a a <br /> LO <br /> m m mo 95% HIGH CC <br /> z z z o EFF. FURN. HEATED GARAGE o PROJECT <br /> a aI I J a PROVIDE 8" TYPE "X" IrIRECODE GYP. w INFORMATION <br /> m m J m EXISTING 3x8 BARN �' BRD. ON ENTIRE GARAGE CEILING <br /> Ds a l I J a a - UNFINISHED a <br /> To, z z J� J� z FLOOR JOIST w o o AND ALL COMMON WAI_LS TO LIVING w o <br /> 0 ,,. w w wa I LO w (TIM 888 Z 80 80) BASEMENT SPACE (WRAP ALL BEAMS 8c zo <br /> x x oN� �� x o EXISTING FOUNDATION �o COLUMNS). PROVID INSULATED C, <br /> G = WALL & CONC. SLABco) CHASE(S) FOR ALL (HVAC RUNS <br /> of ��m I I Xmm r�i4 �j -� � 44 <br /> 0 = x <br /> CD m ' z I I z m w -�° o w <br /> O o <br /> ✓--=,1— I---1°21---1 —1_1_ —1_1_ --- <br /> -1-1— HOLTZMAN <br /> 8' 10' 8 4 51-104 4' 3z 5' 104 I 15'-10 •I II 1 1 1 1 �s 1 1 <br /> , � � _1 L � _1 t— L RESIDENCE <br /> Er I 0 I 01- I L U I J I I 0 I I I __ N I JO I <br /> IIr T 8"x9.5" EXISTING BARN BEAM T �' I I I r T ] —$= 1 T -I I r <br /> JON HOLTZMAN <br /> L—J_L_J L__I_L_J L—J- -JL_J_L_J L- -L-J L-J-L-J <br /> 0" HT. 4" STEEL o EXISTING STEEL POSTS o BARN CONVERSION <br /> COLUMN (22.48 KIP) & BARN BEAMS (TYP.) 0 3221 N HWY 134 <br /> TYPICAL IN BASEMENT LO <br /> a CAMBRIDGE, WI <br /> Ji °� <br /> DC 0 <br /> 8'-8" k8-jr 8'-0" ell. 1,8 1,8f15'-10" w 21'-2;" w <br /> 26' 10" <br /> 1 1 1 1 1 1 L 1 1 1 I , L <br /> I I I I I I 1 1 1 1 <br /> 11 1 I 1 1FM FM <br /> \ EXISTING EXISTING <br /> PORCH DN. \ \ PORCH DN. \ 6 ---- <br /> 0 0 , 0 50'-0" , <br /> I <br /> v \ <br /> I����������������������������������������� \ \ ---- <br /> 3 ---- <br /> 20'-10" , 10'-0" / 19'-2" , 2 06.1 7.21 PERMIT SET ARM <br /> 50'-o" , FOUNDATION PLAN 1 02.25.21 CONCEPT DRAFT ARM <br /> • SCALE: 1 /4" = 1 '- 0 " <br /> NOTES: NO. DATE: DESCRIPTION: BY: <br /> WALL INFORMATION DRAWN BY: DATE: <br /> • MAIN HOUSE CONCRETE WALLS: EXISTING BARN FOUNDATION (UNLESS NOTED). ARM 02.2021 <br /> FOUNDATION STRUCTURAL PLAN STAIR INFORMATION <br /> • REFER TO FIRST FLOOR PLAN FOR STAIR INFORMATION. <br /> PLAN INFORMATION <br /> SCALE: 1 /4" = 1 , ,, <br /> • REFER TO TYPICAL WALL SECTION (SHT. CS) FOR ADDITIONAL FOUNDATION INFORMATION. SHEET TITLE <br /> • ALL PLAN DIMENSIONS ARE TO FACE OF STUD OR CONCRETE TO FACE OF STUD OR CONCRETE. <br /> FOUNDATION PLAN <br /> & FOUNDATION <br /> STRUCTURAL PLAN <br /> PROJECT TITLE <br /> HOLTZMAN <br /> SHEET NUMBER <br /> A2 <br /> © 2021 LAKE COUNTRY DESIGN STUDIO LLC SHT 3 OF 5 <br />