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HomeMy WebLinkAboutALB LOT 25 S001General Notes ,,D["ees HOME SM F E WINDOW WELL TO BE LAID BRICK WINDOW WELL TO BE LAID BRICK 1" 9'-10"r 9 92 1T-9" 8' 0° 12-72 5650 SLIDER CJ I 4040 SLIDER CJ 2 ---------------------------------------o IF 1 12 8 T-9" 19'-32" lall 8 I.. 2'-8„ I I I � UNEXCAVATED 8 I 20 I ❑ ❑7 18'-9° 16 6'-1 ❑ 10'-44" ❑ 1 '-74" TO C.L. OF STEEL BEAM IV C.L. OF STEEL BEAM 1 Q 10 C.L. OF CO UMN - - TO C.L. OF COLUMN o m - __1- I I I I 6 1 1 w FLUSH BEAM I� L_ -� 12 I I I I I'I� ' ❑ � 3 I III I III � o? FULL BASEMENT = o 1 ©I 11 -- �r 8 1 HD-1 HD-1 HD-1 I III I 2 I III I 8" 20'-8" 8" 2 ---- 7 I II I 7 I UP I o 1 1 2)) 2x4 L =11 J (A90VE o l 3 - --__ L1�J-❑- III El I JII I I I I VPOST TO BEAR w l l 5 I I I I I DIRECTLY ON N -L-1 ILLj SLAB © II __ II II - 14'-0" 10 DRAIN C.L. III II II 11 16'-7" UNEXCAVATED ❑ FLOOR TO C.L. OF STEEL COLUMN 9 I I � - DRAIN 1„ C-0" 2'-4° 13'-82 HD-1 7 ❑ i6 11'-72 1'-8" 8' :� 4'-8' 8° ❑ L---------------- 5 -N o BRICK LEDG I 1" a, ------------- 0 L--------------- J1 N 2G UNEXC VATED o 8'-51 LIGL 2 12'-8" 10'-112" 2 2'-0" 0 20'-7" FOOTING ---------------- FOOTING I 9 N o 19 0 9 J o BRICK LEDGE T o 2 -G" 1 o'-T 2 -o ------------ 24'-7" FOOTING 2 BRICK LEDGE 2'-112 10'-0" 12'-7" 8 -52 14'-0" 11-1 Drees Homes MONTICE LLO 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS IN 46240 PH:(317) 347-7300 Copyright © 2012, (2015) The Drees Company. NI Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission Ian N eries: o.: of the Drees Company. The Drees Company will vigorously prosecuted any unauthorized use of this material. 82'-32" A Std. Drawn By: JRT Sheet Description: SCALE: 1/8" = 1'-0" Std. Chk. By: ARC FOUNDATION PLAN Std. Date: 9-4-13 ELEVATION "U" a e o 07/26/18 WJS Last Rev: 1. REFER TO SHEET ONL FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS 8" THICK UNLESS OTHERWISE NOTED. 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1". 4. SEE SHEET ON.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS 24'- 1 Key Notes 20'-112" o ❑1 OUTLINE OF BASEMENT STAIRS ❑2 DOUBLE EVERY OTHER FLOOR JOIST UNDER KITCHEN ISLAND 3 3-1/2" ADJ. STL. COLUMN ON 36°x36°x12" CONCRETE PAD 12 ----------� ® 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED. 23'-71 ❑5 CONTINUOUS FOOTING & FOUNDATION, DROP TO BE FIELD DETERMINED. ® I © SLAB CONTROL JOINT TO BE LOCATED DIRECTLY UNDER CENTERLINE OF BEAM ❑7 SLAB CONTROL JOINT ® 8"W x 8"H x 4"D BEAM POCKET REFER TO STANDARD DETAIL SHEET GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO S-1D FOR GARAGE SLAB DETAILS o 9 SLOPE 4° TOWARDS GARAGE DOOR. UNEXCAVATED 12 N ❑ 10 REFER TO STD. ENGINEERED DETAIL SHEET S-IA FOR GARAGE SLAB DETAILS 5'-0" DIAMETER AREA SLOPED TO DRAIN, 2" LOWER THAN TOP OF SLAB T 12 BRICK LEDGE 13 DBL 3-1/2" ADJ. STEEL COLUMN ON 48"X48" X12" FTG. W/ #4 BARS 012" O.C. E.W. ❑ BOTTOM 4 STD. BASEMENT WINDOW PER DIVISION SPECIFICATIONS, TOP OF WINDOW AT TOP OF ❑ FOUNDATION WALL, PROVIDE 1-3/4" x 11-7/8" LVL HEADER OVER WINDOW IN JOIST SPACE 5 I 15 16 6"W x 10-1/2"H x 4"D BEAM POCKET _ 17 4 12 16'-0° 1g DROP TOP OF FOUNDATION WALL 10-1/2" 30" DEEPx 24" WIDE OOTING FOR COURTYARD AND POST SUPPORT 19 ELDTDENCH 20 SEE B/7.03 TYPICAL SECTION THROUGH PORCH SLAB FOR DETAILS HOLD—DOWN SCHEDULE SYMBOL SPECIFICATION 6II;�HD-1 SIMPSON HTT4 HOLD—DOWN ALTERNATIVE TO SSTB24 ANCHOR BOLT SPECIFICATION UTILIZE SIMPSON "SET" EPDXY SYSTEM TO FASTEN ,IA. THREADED ROD INTO CONCRETE FOUNDATION. PROVIDE 12" MIN. EMBEDMENT INTO CONCRETE. INSTALL PER MANUF. RECOMMENDATIONS. DO NOT L CATE ANCHORS WITHIN 1 Y," OF EDGE OF FOUNDATION. 24'-32" Change Order Date: 2/19/19 ALBANY PLACE Sheet No. ALB-0025-00 KRESS III ® III 3562 MARSDALE COURT