HomeMy WebLinkAbout1225 W Prospect Rd - Special Inspections/Engineering - 02/01/2000 (2)GENERAL FOUNDATION NOTES:
1.) All foundation concrete to be 3,000 psi minimum compressive strength at 28 days (type 1-11 cement).
2.) All reinforcing to be No. 4, deformed type grade 60 steel or No. 5, deformed type grade 40 steel. Minimum
splice length 1'-9".
3.) Provide positive drainage away from all backfill zones. 12" of fall in the first 10' from the foundation wall is
typically recommended where possible.
4.) Partitions shall be isolated from on —grade slabs. Slabs shall be isolated from grade beams, columns or other
support structures by 1/2" expansion joint material or by other approved isolation techniques. Tooled joints
shall be provided for all slabs such that no slab section area exceeds 225 square feet.
5.) Foundation design is based upon framing details and directions as shown on contractor furnished plans,
unless otherwise noted. Subsequent changes should be brought to the attention of Shear Engineering
Corporation for possible revisions to this foundation plan.
6.) Dimensions shown are based on contractor furnished plans. All dimensions shall be verified by general
contractor and concrete subcontractor prior to construction. Any discrepancies must be brought to the
attention of the Engineer.
T) Bottom of exterior footings shall be a minimum of 30" below finished grade.
8.) Concrete and reinforcing steel shall be placed in accordance with all applicable building codes.
9.) All footings and foundations have been designed by Shear Engineering Corporation using an assumed maximum
allowable soil bearing pressure of 1000 pounds per square foot (dead load plus full live load). See note 10.
10.) Excavation observations shall be performed by Shear Engineering Corporation prior to start of foundation
construction in order to verify soil conditions present. Contractor shall notify Shear Engineering Corporation
at least 48 hours prior to scheduled foundation construction. Over —excavation will be directed for those
portions of the excavation which do not allow footing bearing on adequate and/or undisturbed bearing soils.
11.) This foundation plan is not to be reproduced, modified or used for any other project except for
1225 West Prospect (Stone Creek Apartments), Fort Collins, Colorado.
2 #4's,
z w GRADE 60
o FULL HT,--
0 In
�o
L�
1
i
61
0
a
APPROX.
FINISHED
GRADE —
-12"0 PIER
OR 12"x12"
SO. PIER
PIER DETAIL
1225 WEST PRO.PF1 Ir
SHEAR ENGINEERING CORPORATION
'"" PIER DETAIL
MN,
4836 SO. COLLEGE AVE. SUITE 12. FORT COLLINS. COLORADO 80525
STONE CREEK APARTMENTS
KESSLER CONSTRUMON
PHONE: (920) 226-5334 (970) 226-4451 FAX: (920) 262-0311
FORT COLLINS, COWRADO
REMONS
pale FEORUART 2000 0mm T H K
PROJECT NO,
s.EET N0,
ne. nr
m•
N E—TR.
�e M, onoNnn
Feld BON DNeckeG W.M.K.
1265-45-00
^
L
2
Scdc h' 1'-0' Ei W c
Mpaued
iEW-e50
n
5'-0„
4' 10" 2"
NEW 4x4 POST
12"0 PIER x I
FROST DEPTH N
A A
NEW 2x8-
NEW 2x10
EXISTING 200
FLOOR JOIST —
NEW 5'xB' DECK
2— 2x8's 1'-6° 2x10 (TYP. AT DECK
® CANTILEVER EXTERIOR EDGES)
J��EXISTING WALL (TYP.)
PLAN VIEW
SCALE: 1/4" = 1'-C"
EXIST. EXTERIOR WALL
2x6 AT TOP
4' MAX. OF GUARDRAIL
CLEAR 2x2 PICKETS —�
T
I I I I I I I I I I I I I I I I
2x6 DECK I NEW 2x10
BOARDS (TYP.) NEW 2xB-
NEW 2x8
o
1
DECK JOISTS
m
o
2- 10gO. x 2 1/2"
WOOD SCREWS (TOP
a <o
& BOT. EA. PICKET) -
NEW 4x4 POST
�- EXISTING WALL
SECTION A -A
SCALE: 1/2" = 1'-0"
DG 1225 WEST PROSPEI i
SHEAR ENGINEERING CORPORATION Dta DECK RECONSTRUCTION DETA¢S °FM1
1836 SO. COLLEGE AVE. SUITE 12, FORT COLLINS. COLORADO 80525 STONE CREEK APARTMENTS RESSLER CONSTRUCTION
PHONE: (920) 226-5334 (970) 226—AASI FAX: (970) 282-0311 FORT COEWNS, COWRADO
REti7LDN6 pole FEBRUARY 2000 tHa.n T R.H. PFoo[CT No. sKcn Ra. ci(
oae & OeoN�u
tde N� FFeIE Rook Cne�4N W M K 1 2
Dy 4--- pnnpnr, Saale AS SHOwN —s,52 —
12ItN-t5000