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Home My WebLink AboutALB LOT 44 S001,,D["ees HOME SM CJ 5650 SLIDER C.R.O. REFER TO SPECIFICATIONS V-0" 8" 18'-8" i I I I I M 17'-0" UNEXCAVATED r I 18 8„ I 20 j I i6 10 ® ., '-4- 18 -9 16 -1 4 TO C.L. OF STEEL BEAM TO C.L. OF STEEL BEAM I Q TO C.L. OF CC IIm I I w FLUSF III FULL BASEMENT ®11I III HD-1 II 111 I I 2 1 1 ----�i II r— I I _1 11 I I TT� I I I (2) 2x4 ABOVE L z o J 13 f _ --__ I L1�J_�_ 'T III T-1 I F_TT ml I I I I I I JI I POST TO BEAR w 1 1 1 1 1 DIRECTLY ON N _____ 11_IJJL= LLLil SLAB II II __ K II II 14'-0" C.L. OF DRAIN II III - II II 11 16'-7° — FLOOR TO C.L. OF STEEL COLUMN o DRAIN 1„ 13'-82 6'-0„ 2'-4" 11'-72 _7 HD-1 i6 1'-8„ B,, 4'-8' 8' ----------1 --1 N --- o N BRICK LEDG" 20 ------II -N UNEXC VATED - 11, _ 8'-5 _ 2 BRICK _�PGIE 10'-112 2'-0" 0 20'-7" FOOTING----- ----------- FOOTING 1 ICJ I 1 4040 SLIDER REFER TO SPECIFICATIONS 1 10'-74" �— —' TO C.L. OF COLUMN I I L_ _J ® HD-1 M 10 I o UNEXCAVATED L1j__ ------------- 9 0 0 9 BRICK LEDGE o � 4 2'-0" 8'-0" 2'-0" 1 4' 2-0 BRICK BRICK LEDGE 24'-7" FOOTING 2'-112 10'-0" 12'-7" 8 -52 14'-0" A 58,4, A 1 4' 17 UNEXCAVATED T �HD-1 14'-0" 5 2'-6" 9'-0" 2'-6" 14'-0" HOLD—DOWN SCHEDULE MBOL SPECIFICATION HD-1 r SIMPSON HTT4 HOLD—DOWN ALTERNATIVE TO SSTB24 ANCHOR BOLT SPECIFICATION: * UTILIZE SIMPSON "SET" EPDXY SYSTEM TO FASTEN" DIA. THREADED ROD INTO CONCRETE FOUNDATION. PROVIDE 12" MIN. EMBEDMENT INTO CONCRETE. INSTALL PER MANUF. RECOMMENDATIONS. DO NOT LOCATE ANCHORS WITHIN 1 )/4" OF EDGE OF FOUNDATION. Drees Homes Ouse. Std. Drawn By: JRT Sheet Description: SCALE: 1/8" = 1'-0" 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS IN 46240 PH:(317) 347-7300 M Std. Chk. By: ARC FOUNDATION PLAN 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 Series: Plan N0Std. Date: 9-4-13 ELEVATION rel lee of the Drees Company. The Drees Company will vigorously prosecuted any unauthorized use of this .1 Date 0 material. STERLING Last Rev:07/26/18 WJS MELISSA H. I-578-4290 — 4:33Dm General Notes 1. REFER TO SHEET ON.1 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 Key Notes ❑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 ® 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED. �5 CONTINUOUS FOOTING & FOUNDATION, DROP TO BE FIELD DETERMINED. ❑7 ® 8"W x 8"H x 4"D BEAM POCKET —91 GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 4" TOWARDS GARAGE DOOR. 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 12 13 DBL 3-1/2" ADJ. STEEL COLUMN ON 48"X48" X12" FTC. W/ #4 BARS 0 12" O.C. E.W. BOTTOM 4 METAL EGRESS WINDOW WELL 8'-0" WIDE EGRESS TWO TIER WINDOW WELL WITH BRICK STAMPED WALL PATTERN AND 15 ORNAMENTAL IRON RAILING 16 6"W x 10-1/2"H x 4"D BEAM POCKET 17 REFER TO STANDARD DETAIL SHEET S-1D FOR GARAGE SLAB DETAILS 18 DROP TOP OF FOUNDATION WALL 10-1/2" 19 30" DEEP x 24" WIDE ELDTDENCH OOTING FOR COURTYARD AND POST SUPPORT 20 SEE B/7.03 TYPICAL SECTION THROUGH PORCH SLAB FOR DETAILS Change Order"ate: 09/ 12/ 18 3uuuivisiUn: ALBANY PLACE Sheet No. Job ALB-0044-00 ® III Customer Name: MARKET Job Address: 14302 MILLINER DRIVE