HomeMy WebLinkAboutPlansOMWA/OMSCO PUMP STATION
PUMP HOUSE BUILDING PLANS
Garf*ield County,Colorado CONDITIONS OF PERMIT
IT
BLCO-5-14-3124
Oak Meadows-OMWA
Pump Building
Old Midland & Sun King Drives
GWS, Colorado
\ ` 0 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IECC, IFC, AND THE
MANUFACTURERS INSTALLATION SPECIFICATIONS.
AMENDED2) ALL WORK SHALL COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT.
J \ ` 3) ALL WORK MUST COMPLY WITH STATE AND FEDERAL REQUIREMENTS.
6 _ 4) PERMIT APPROVED FOR CONSTRUCTION OF NEW PUMP BUILDING. PERMITTING AND
1 APPROVAL OF DISTRIBUTION COMPONENTS BY OTHERS.
0
I 5) OPEN -HOLE SOILS REPORT REQUIRED AT FOOTING INSPECTION, 1500 PSF.
6) AS NOTED BY ENGINEER ON RECORD, SPECIAL INSPECTOR SHALL OBSERVE PLACEMENT
t `1 J� `--~• �+
} LCONSTRUCTION OF CONCRETE IN ICF SYSTEM AS REQUIRED BY MANUFACTURERS SPECIFICATIONS.
PROVIDE INSPECTION REPORT PRIOR TO FRAMING INSPECTION.
7) PROVIDE ENGINEERED TRUSS SHOP DRAWINGS AT FRAME INSPECTION, TCLL = 50 PSF.
8) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED AT FRAME INSPECTION.
71 9) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR FINAL/COMPLETION INSPECTION.
10) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12.
PLANS
11) LOCKS, LATCHES, AND LANDINGS PER 2009 IBC, SECTION 1008.
~ - 1 I 12) GARFIELD COUNTY FINAL INSPECTION REQUIRED FOR COMPLETION APPROVAL.
May 5, 2014
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PROPERTY OWNERS
SHEET INDEX
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Oak Meadows Homeowner's Association
CONSTRUCTION DRAWINGS
= % _.4 BUILDING OWNERS
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ARCHITECTURAL PLAN Sheet 1
Oak Meadows Water Association FOUNDATION AND ROOFING DETAILS Sheet 2
• - - r � `� C 6' i
Oak Meadows Service Company SITE PLAN Sheet 3 V
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_____ ENGINEER AND SURVEYOR
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--ter _._� -___ ?_ G A M B A
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& ASSOCIATES
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124 i GAMBA & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
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--�tF970/945-2550 WWW.GAMBAE�7 NGINEERING.COM� CM
r'it`�S 113 NINTH ST., ST E. 214 P.O. BOX 1458 GLENWOOD SPRINGS, CO 81602
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H:\03385\06\0662\Building Permit\Cover - Pump House
TRUSS BRACING
7'.
13
FINISHED FLOOR ELEVATION AI
FRONT OF PUMP HOUSE= 7099.30
I ELEC. METERS (WALL OPENINGS TO BE
13'-6' VERIFIED BY CONTRACTOR)1
C.B. PANELS (WALL OPENINGS TO BE
T 11 1/2' VERIFIED BY CONTRACTOR)
REDI-ROCK 6 -INCH CAP BLOCK
TOP ELEV = 7104.60
RIM
WIN
ICE 8 WATER SHIELD
& DUROCK CEMENT BOARD %8 CORTEN CORRUGATED ROOFING
W//12 SCREWS @ 12' O.C. INTO
LADDER JOISTS
LADDER JOISTS 3505162-33 924"
TRUSS BRACING SIMPSON S/HGAMI OKT CLIPS
W/(4)-1/4" X 1 3/4' TITEN TO
CONCRETE & 4 #14 SCREWS TO EACH TRUSS
ROOF DRIP EDGE
HARDITRIM
R-38 BLOWN -IN V-6• BREAK PLATE 20 GAUGE SHEET METAL
TRUSSES INSULATION
8' CONCRETE
ILL
NUDURA INSULATED CONCRETE FORMS OR APPROVED EQUAL
DRYWALL
HARDIEPLANK PRE -PRIMED CONCRETE LAP SIDING OR APPROVED EQUAL
SECTION A -A
SCALE: I" = 4'
RIC
FINISHED GROUND
ELEV = 7105.47
FINISHED GROUND
ELEV = 7106.20
-Ill�ll�lf
T -1,l -1/r
I�I�III
11-11 k� I F=
5-8-3/8' (FROM EDGE OF ICF WALL
TO CENTER OF 8' OPENING) _
3-2-1/8' (FROM EDGE OF ICF WALLTO CENTER OF 8' OPENING) II - -__
9-3/8' (FROM FI(JISHED FLOOR
TO CENTER Off 8.OPENING)
MV I IVIv
SENSOR HARDIESOFFIT VENTED PANEL PRE -PRIMED CONCRETE SOFFIT OR APPROVED EQUAL
HARDIEPIANK PRE -PRIMED CONCRETE LAP SIDING OR APPROVED EQUAL
HARDIETRIM PRE -PRIMED CONCRETE TRIM OR APPROVED EQUAL
O
REDI-ROCK FREESTANDING STRAIGHT TOP BLOCK
TOP ELEV = 7102-61
REDI-ROCK 2 _
TOP ELEV = .85
2' min. REDI-ROCK 28 -INCH TOP BLOCK
TOP ELEV = 7100.85 F'HC AL PERMITTING& INSPECTIONS ARE
3'-0' 6-3/4' LORADO STATE ELECTRICAL BOARD
_ 'S'-'-1/2" ICAL ROUGH IN APPROVAL IS
(TO OUTSIDE OF SIDING) 4 -INCH THICK CONCRETE SIDEWALKFRONT VIEW TOPELEV=7099.30 ED AT FRAMING INSPECTION
(FACING EAST) ELECTRICAL FINAL APPROVAL IS
REQUIRED AT CO/FINAL INSPECT10�
SCALE: 1 " = 4'
SLEEVE FOR 4-MIIE WELL 11=1
it 1=1 I I SUPPLY PIPEUNE -1 11=11
I I I I-III-III-III-III-III=1I H I I
.I �-11F; IIII� III,=, I�IIIII�11111�1 1�1-11
1-I 11=1'$' (FROM HNISHED FLOOR I
I I -I I
�- TO CENTER OF 8'OPENING) _
3.1-114"
(FROM EDGE OF ICF WALL
I
6'-1 WI&_ _ - TO CENTER OF B' OPENING)
LL 7
9-3/8' (FROM HNISHED FLOOR
TO CENTER OF 8'OPENING) 8 -INCH DIAMETER WALL SLEEVE FOR
OMWA PUMP SUPPLY PIPELINE
8 -INCH DIAMETER WALL SLEEVE FOR
OMSCO PUMP SUPPLY PIPELINE
15'-1-1/2'
(TO OUTSIDE OF SIDING)
BACK VIEW
(FACING WEST)
SCALE: 1 " = 4'
1.5' DIA SCH. 40 PVC CONDUIT
FOR TELEMETRY CONTROL WIRES
THROUGH ATTIC BETWEEN SCADA
CABINET AND JUNCTION BOX
TELEMETRY CONTROL
WIRE JUNCTION BOX
12'-3-1/4"
(ICF WALLS)
METAL ROOFING RIDGE
CORTEN CORRUGATED ROOFING
W/#12 SCREWS @ IT O-C.INTO
-
LADDER JOISTS
T-1 1/4"
14'-11-1/4'
(ICF WALLS)
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6'-1 9/16'
5/1
i
7-2 1/8'
17'-10-3/4'
FINISHED GROUND ELEV - 7102.61 _I Il-N+I I�I �N
FINISHED GROUND ELEV = 7102.61 m I I -I1(
errI I I 1 1 I I F-1 I I- 1 71W_
I_
RED[ -ROCK FREESTANDING STRAIGHT _� 10%GRADE I`1 I -III -1 I-- I I 11911=1I 1=1I I� I1=1 I Fl I I
TOP BLOCKS I F� I I� I I -I I I� I 11 I�
I f-1 I I -III -II I -III I I -I I I� I I� I I� I I-1 11-I � 1
I�I���II ��� II 111111 I�II�III�II-� IIIlilll
I_ IHII�I�III�I�II 11-111��1��1��1�11�1
C�12'-5-1/2' (To OUTSIDE OF SIDING)
REDI-ROCK 28 -INCH TOP BLOCK
REDI-ROCK 28 -INCH TOP CORNER BLOCK
SIDE VIEW
(FACING NORTH)
SCALE: I" = 4'
-I 1-6'
FINISHED GROUND
ELEV = 7106.74
1-1 /2'
1 T-10-3/4'
17-5-1/2' I
TO OUTSIDE OF SIDING)
SIDE
SIDE VIEW
(FACING SOUTH)
SCALE: 1 " = 4'
WIRE CRAFTERS WOVEN WIRE PARTITIONS AND
SLIDING DOORS WITH LOCKS. STYLE 840 OR APPROVED EQUAL
IERKO 2000 WATT CEILING MOUNT HEATER (TYP.)
I
JPERIOR 4 -FT 2 LAMP 54W T5 VAPOR PROOF FLUORESCENT FIXTURE
1'-1 7/8'
GRADE PUMP STATION FLOOR TOWARD FLOOR DRAINS
- WITH MINIMUM GRADE OF 1% (APPROX g INCH PER FOOT)
A
�T-1-5/8' (FROM EDGE OF ICF TO
CENTER OF WALL OPENING)
13'-6'
L ROOFING RIDGE VENT
Ya' CORTEN CORRUGATED
ROOFING
I `DRIP EDGE
V-A
REDI-ROCK 6 -INCH CAP BLOCK
TOP ELEV = 7104.60
IE REDI-ROCK 28 -INCH TOP BLOCKS
REDI-ROCK 6 -INCH STEP BLOCKS
DI -ROCK 28 -INCH BOTTOM BLOCK
REDI-ROCK 28 -INCH HALF BOTTOM
BLOCKS
REDI-ROCK 28 -INCH TOP BLOCKS
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PLAN
PLAN
SCALE:
I" = 4'
17'-10-3/4'
FINISHED GROUND ELEV - 7102.61 _I Il-N+I I�I �N
FINISHED GROUND ELEV = 7102.61 m I I -I1(
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RED[ -ROCK FREESTANDING STRAIGHT _� 10%GRADE I`1 I -III -1 I-- I I 11911=1I 1=1I I� I1=1 I Fl I I
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C�12'-5-1/2' (To OUTSIDE OF SIDING)
REDI-ROCK 28 -INCH TOP BLOCK
REDI-ROCK 28 -INCH TOP CORNER BLOCK
SIDE VIEW
(FACING NORTH)
SCALE: I" = 4'
-I 1-6'
FINISHED GROUND
ELEV = 7106.74
1-1 /2'
1 T-10-3/4'
17-5-1/2' I
TO OUTSIDE OF SIDING)
SIDE
SIDE VIEW
(FACING SOUTH)
SCALE: 1 " = 4'
WIRE CRAFTERS WOVEN WIRE PARTITIONS AND
SLIDING DOORS WITH LOCKS. STYLE 840 OR APPROVED EQUAL
IERKO 2000 WATT CEILING MOUNT HEATER (TYP.)
I
JPERIOR 4 -FT 2 LAMP 54W T5 VAPOR PROOF FLUORESCENT FIXTURE
1'-1 7/8'
GRADE PUMP STATION FLOOR TOWARD FLOOR DRAINS
- WITH MINIMUM GRADE OF 1% (APPROX g INCH PER FOOT)
A
�T-1-5/8' (FROM EDGE OF ICF TO
CENTER OF WALL OPENING)
13'-6'
L ROOFING RIDGE VENT
Ya' CORTEN CORRUGATED
ROOFING
I `DRIP EDGE
V-A
REDI-ROCK 6 -INCH CAP BLOCK
TOP ELEV = 7104.60
IE REDI-ROCK 28 -INCH TOP BLOCKS
REDI-ROCK 6 -INCH STEP BLOCKS
DI -ROCK 28 -INCH BOTTOM BLOCK
REDI-ROCK 28 -INCH HALF BOTTOM
BLOCKS
REDI-ROCK 28 -INCH TOP BLOCKS
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CONC. WALL REINFORCED W/ #5 REBAR @ 16" VERTICAL
NUDURA INSULATED CONCRETE FORM
WITH 8" CORE WIDTH AND 13 Y4" TOTAL WIDTH
OPTIONAL COLD JOINT W/#3 X 24" HAIRPINS @ 32"
# 4 REBAR @ 24"0 C -\
I *AGGREGATE BASE COURSE TO BE PLACED/
UNDER SLAB AND FOOTERS
2 # 5 REBAR @ CONT
CONC. WALL REINFORCED WITH #5 @ 18' HORIZONTAL
CENTER BARS
.HARDIEPLANK PRE -PRIMED CONCRETE
LAP SIDING OR APPROVED EQUAL
13 Y;
#5 REBAR DOWELS INTO FOUNDATION @ 16' O.C.
,--W/40- PROJECTION INTO WALL & CENTERED
IN WALL
,2 # 5 REBAR @ CONT.
# 5 REBAR @ CONT.
7i4errKnl fifine✓ N)d ,
Ste 5e447wl R -A
CONIC. WALL REINFORCED WITH #5
@ 18" HORIZONTALCENTER BARS
NUDURA INSULATED CONCRETE FORM \
WITH 8° CORE WIDTH AND 13 Ye' TOTAL WIDTH
HARDIEPLANK PRE -PRIMED CONCRETE
LAP SIDING OR APPROVED EQUAL �� 8° ICF MANUFACTURERS INSTALLATION
13Y; SPECIFICATIONS MUST BE ON SITE
Y; PROTECTION BOARD EXTENDED OUNDATION INSPECTIO
TO FINISHED GROUND SURFACE
NUDURA WATERPROOFING MEMBRANE I 2 # 5 REBAR CONT.
EXTENDED TO FINISHED GROUND SURFACE #5 REBAR @ 16' W/STD. HOOK & 40" PROJECTION CENTERED INTO WALL
II�II�II
a• # a REBAR @ 24" O.C.
'�II�I�II
�II�II I
_ I 2 # 5 REBAR CONT. �4" AGGREGATE BASE COURSE TO BE PLACED
UNDER SLAB AND FOOTERS
INSULATED CONCRETE WAUISLAB 4
SCALE: 1° = 2' OPEN -HOLE SOILS REPCIRT
ISSPECTION
REQUIRED AT FOOTING
�QO_ . P5F
14'-11-1/4
4 7'-9-1/4°
3'-1° HIGHPaNr 3'-1-1/16"
13=7099.30
2'-5/16'
4'L-7
10-3/16'DIA. 6'-1--1(4•
TOUNDATIO
OPENING
ROOR DRNN 4'-3/4' DIA. AFLOOR DRNN
R=7099.24
UNDATIONY ! I EL -709924
12'-3-1 /4" 4 I OPENINGS (3) I Y 5' 8 7)(16°
!II 4
5-5/1`Rix "NIDATON �.
OPENING�2) I Y
3-7-5/8" � 2'-6-5/8"
HIGH POIW
R=7099.30
1'-8-3/160 1'-8-13/16'
GISTS 35OS162-33 @24°
GENERAL NOTES
GENERAL
# 3 REBAR TIES @ 16• 1. Design Criteria:
a. Code: 2009 IBC
b. ASCE 7 Building Occupancy Category II
BEAM
c.,De Roof Snow Load Pf=50 psF
LLL 8' X 15• REINFORCED CONCRETE BEAM 7 d. Seismic Design Cntegory'B°, Site Class'D°,
SCALE. 1' - 2' e. 3 Second Gust Wind Velocity 90 mph, Exposure B
f. Allowable sol bearing 1,500-psf-w/ 1/3 increase for toe of retaining walls.
g. Active soil pressure 70 pcf
j. Passive soil pressure 300 pd
CONT 4' INTO WALL k. Coefficient of friction .35
2. Work shall be performed in accordance with regulations of all agencies having jurisdiction, including, but not limited to: Federal, State, County, and OSHA standards.
3. Dimensional information provided is for reference and check purposes only. The Contractor shall coordinate all dimensions among these documents and verify all field
conditions. Any discrepancies encountered that may affect the work shall be communicated to the Engineer prior to proceeding with any work that may be affected.
4. The Contractor is responsible for all brocing and shoring for vertical/wind/seismic/soil retention loads, shoring and protection of adjacent property, temporary
construction, and means that may be required to carry out the work safely and appropriately. Field observations by the Engineer shall not encompass these considerations.
5. Questions to the Engineer regarding these documents shall be addressed to the Engineer by the General Contractor. Subcontractor questions shall be addressed to the
General Contractor.
STRUCTURAL TRUSS- FRONT 5
6. Where discrepancies may be encountered in the construction documents, the more stringent requirement shall govern unless otherwise clarified by a Engineer.
SCALE: 1 • = 2'
7. The Contractor shall coordinate all soils/materials testing and special inspections as required including soil compaction and concrete compressive strength.
8. Engineers acceptance must be secured in advance for all structural deviations or substitutions.
METAL TRUSSES @ 24• RIDGE 9. These documents are intended for the exclusive use of this project. The use of these documents for any other purpose is not authorized.
COLD FORMED METAL FRAMING
1. Cold Formed Steel trusses shall be designed to fulfill stress requirements and/or loads noted. At a minimum, design for 10 psf top chord DL and 10 psf bottom chord DL
in addition to roof loads. Shop drawings shall include calculations bearing the stamp of a Registered Engineer and shall be submitted to the Engineer for approval prior to
LADDER JOISTS 350S162-33 924' fabrication.
3505762-33 BLOCKING ON TOP OF EACH TRUSS
BETWEEN LADDER JOISTS 2. All studs, joists and accessories shall be of the type, size, material thickness and spacing shown on the plans. Member call outs are based on the Steel Stud Manufacturers
3505162-33 LADDER JOISTS @24' W/(2) #12 SCREWS @ EACH TRUSS Association product technical information.
3. Members with thickness over 43 mils shall have a minimum yield stress of 50ksi. All other member (lighter members) shall have a minimum yield stress of 33ksi.
Y; DUROCK CEMENT BOARD
ICE & WATER SHIELD 4. All structural members shall be installed in accordonce with the latest edition of the American Iron and Steel Institute (AISI) recommendations.
TRUSS ROTATION BLOCKING By TRUSS SUPPLIER 5. Fastening of components shall be made with sell drilling sheet metal screws or by welding. See plan for connection specifications.
METAL TRUSSES
SIMPSON S/HGAMI OKT CUPS Ye CORTEN CORRUGATED METAL ROOF FASCIA 350T125-33 6. Temporary bracing shall be provided until erection is completed.
W/(4) -1/4"X 1 -% TITEN TO CONCRETE & 7. Splices in studs or joists shall not be permitted.
4 #14 SCREWS TO EACH TRUSS SIMPSON S/HGAM1 OKT TIES
ROOD DRIP EDGE 8. Provide and install bridging and other accessories required for complete assembly in conformance with the manufacturers recommendations.
HARDTTRIM --
o �:: • BREAK PLATE 20 GAUGE SHEET METAL °
11-6' 2 # 5 REBAR CONT @TOP OF WALL FOUNDATIONS & CONCRETE
2 #5 REBAR CONT. @TOP OF WALL _
OPEN -HOLE SOILS REPORT 1. Foundations have been designed using the values stated under the 'General" section. A_Gegtechnical E�neer shall be consulted by the Owner or authorized Apert b
TED CONCRETE FORM .: °o �,,�` the excavated conditions or conduct testing prior to construction in order to verify the anticipated values and Prepare updated recommendations The Contractor shall
NUDURA INSULA NUDURA INSULATED CONCRETE FORM - + ■EC_:.-: WITH 8' CORE WIDTH AND 13 YV TOTAL WIDTH WfTH 8" CORE WIDTH AND 13YI TOTAL WIDTH IS REQUIRED AT FOOTING notify a representative of the Geotechnical Engineer upon- tial excavation and poor to semng forms n order to field witness the exc ted dations B findings differ from
be made priorto
_ HARDIEPLANK PRE -PRIMED CONCRETE P�F the originally anticipated conditions and/or design modifications are required, the Engineer shall be promptly notified in order that any revisions may p
LAP SIDING OR APPROVED EQUAL INSPECTION oQ proceeding with construction.
CONCRETE WALL REINF. PER DETAIL 3 2. Any verification of existing conditions required on the drawings is to be performed at the start of construction. The Engineer shall be notified of confirmation of the
'fi d' cies therein in a timely fashion in order that the modifications may be made appropriately.
FOUNDATION PLAN - 4" CONC. SLAB ON GRADE ON CDOT CLASS 6 BASE
SCALE: 1 " = 4'
TRUSS EAVE 6
SCALE: 1 • = 2•
STRUCTURAL TRUSS @ EACH
-- requued ver When items or iscrepon
3. All bottom of tooting elevations shall be a minimum of 36" below grade or local frost cover requirements if greater. Footing elevations referenced herein are for reference
only; final elevations to be determined by field conditions and Engineer determinations.
4. Backfill shall be compacted to a minimum of 95% standard proctor density in structural or paved areas and 90% in landscaped areas.
STRUCTURAL TRUSS - BACK g 5. Prior to placement of structural reinforcement, the bottom of excavation shall be viewed by the Geolechnical Engineer to certify adequacy of subgrade for placement of
SCALE: I'= 2' concrete.
6. All footings shall be placed on firm, undisturbed natural soil or properly compacted and tested backfill with prior approval of the Engineer. Contractor shall protect
excavations and direct site drainage to avoid deterioration of substrates prior to concrete placement.
.x.14splcUh� Peps �NJrtd
7. The Owner shall retain the services of a Special Inspector to observe placement of concrete in ICF system
Pp a1, T _ � tkt�il
Contractor stroll coordinate inspection.
'f'� i 8 -_,Concrete compressive strengih f F'c) shall be 4,000 psi at 28 days. Aggregate shall conform to the requirements of ASTM C-33. Maximum fly ash content in cementitious
-- material shall be 20%. Maximum slump at the truck discharge point shall be 6'. Air content shall be in accordance with local industry standard practice.
ICF MANUFACTURERS INSTALLATION
SPECIFICATIONS MUST BE ON SITE 9. Non -Shrink grout shall be Rapid Set, Mosterflow # 928, or equal meeting ASTM C-1107 with prior approval of the engineer.
AT FOUNDATION INSPECTION 10. Adhesive anchors shall be HiRi Wl50, Simpson Set XP, Ramset/Red Head Epcon A7, or Power Fast. These shall be of the depth indicated and shall be installed in
accordance with the manufacturer specifications. Special Inspection shall be provided where specifically noted by manufacturer specification.
-- -- --' 11. Expansion Anchors shall be Hilfi Kwik Bolt II, Simpson Wedge -All, Ramset/Red Head TruboN, or Power Stud. These shall be of the depth indicated and shall be installed
TRUSS @ EACH END in accordance with the manufacturer specifications. Special Inspection shall be provided where specifically noted by manufacturer specification.
12. Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Reinforcing steel to be welded shell be ASTM A-706. Yield strength (Py) shall be
60 ksi. Welded wire reinforcement shall conform to ASTM A-185 and shall be lapped a minimum of one full mesh at ends and sides and fied together.
13. All bars and embedded items must be secure prior to placement of concrete; placement of any items during the pour is not permitted without prior approval of the
Engineer.
14. Unless noted otherwise, clear distance to reinforcement for placement against earth shall be 3' and dear distance to reinforcement for placement against forms shall be
2' for bars #6 and greater and 1-1/2' for bars #5 and smaller.
15. Splices in reinforcement shall not be made unless otherwise detailed herein or previously approved on the fabrication drawings. Unless noted otherwise or prohibited,
lap length of reinforcement steel shall be 32 db (bar diameters). Continuous reinforcement in beams and walls shall be spliced at midspon for top bars and over supports for
bottom bars.
16. Provide a minimum of 2-#5 bars at all jambs, heads, and sills of openings as well as all top and bottom of walls, top of wall steps, top of grade beam stems, bottom of
350SI62-33 @24' wall steps and bottom of grade beam steps.
17. Wall concrete must be allowed to cure for a minimum of 7 days prior to backfill unless high early additives or other measures, such as partial backfill to facilitate other
portions of the work, are specifically approved by the Engineer in advance.
18. Cold joints or construction joints shall be as detailed herein or otherwise pre -approved by the Engineer. Reinforce slabs on grade as noted on plan and pour over a 4
inch gravel drainage course.
19. All exposed concrete edges shall have a minimum of 3/4' chamfer or 1/2' tooled round unless noted otherwise.
20. Reference construction plans for non-structural concrete -
21 -
oncrete.21. Core should be exercised in backfill. Heavy equipment should not be used in proximity of retaining walls or stem walls. When backfilling stem walls that have soil on
both sides, backfill should be brought up evenly to avoid loading the walls in retention.
22. Reference construction plans for waterproofing and drainage provisions. All walls are designed for backfill free from groundwater pressure and all footing subgrades
shall be protected from excessive wetfing - a reliable perimeter drain with adequate slope and suitable discharge must be installed per Engineers recommendations.
23. Where Insulating Concrete Farm (I.C.F.) or foam block systems are used provide waterproofing systems and installation'n accordance with manufacturer
2�, ROOF FRAMING PLAN
SCALE: 1" = 4'
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