HomeMy WebLinkAboutPlansC / A LF C� /< COVV- C A
CENTER BL LD NG V
0062 COU\TY ROAD 113
INDEX TO DRAWINGS
GLE\WOOD SPR NGS COLORADO T TITLE SHEET
9 A1.1 FLOOR PLAN, ROOF PLAN
A2.1 FRONT AND REAR EXTERIOR ELEVATIONS
_ A2.2 RIGHT AND LEFT EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
CONDITIONS OF PERMIT A4.1 WALL SECTIONS
BLCO-07-19-5874 and SEPT-07-19-5875 A4.2 ENTRY CANOPY, FUTURE HANDICAP TOILE
Rudd, LLC
Factory Warehouse — Building V
62 County Road 113 (Cattle Creek Road), Carbondale
APPROVED
SUBJECT TO NOTFM
CT
EXCEPTIONS & INSP'
GA1?FIE:LD CovYIT
BUILDING DE Y I�
DATE
FIELD GcpY
NC) 1NSPECTSCI4 �',';1 F?CUT
THESE PLA,v:7 v Si7
1) ALL WORK SHALL COMPLY WITH THE FOLLOWING: 2015 I.B.C., I.M.C., I.P.C., I. F.G.C., I.F.C., AND
2009 I. E.C.C. AS WELL AS MANUFACTURER'S INSTALLATION REQUIREMENTS.
2) REFER TO PLAN ATTACHMENTS FOR GARFIELD COUNTY'S BUILDING REQUIREMENTS AND
INSPECTIONS POLICIES.
3) ALL WORK TO COMPLY WITH "COMMERCIAL LIMITED" ZONE DISTRICT REGULATIONS AS PER
GARFIELD COUNTY's LAND USE & DEVELOPMENT CODE, WORK SHALL ALSO COMPLY WITH ON -
SITE WASTEWATER TREATMENT SYSTEM REQUIREMENTS.
4) BUILDING APPROVED AS OCCUPANCY GROUP F-1: "MODERATE -HAZARD FACTORY INDUSTRIAL"
AND CONSTRUCTION TYPE V-B. THE MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE &
COMBUSTIBLE MATERIALS SHALL BE PER I.B.C., SECTIONS 413 & 414, AND THE MAXIMUM
ALLOWABLE QUANTITIES OF HAZARDOUS MATERIALS PER I.B.C., TABLE 307.1(1).
5) THIS BUILDING IS APPROVED FOR CORE & SHELL CONSTRUCTION ONLY, AND ANY SUBSEQUENT
TENANT IMPROVEMENTS WILL REQUIRE ADDITIONAL BUILDING PERMITS. INTERIOR PARTITION
WALLS SEPARATING INDIVIDUAL TENANTS TO COMPLY WITH "FIRE PARTITION" REQUIREMENTS
AS PER SECTION 708.
6) CONTACT LOCAL FIRE DISTRICT TO REVIEW I.F.C. REQUIREMENTS. FINAL APPROVAL REPORT
FROM FIRE DISTRICT IS REQUIRED PRIOR TO FINAL BUILDING INSPECTION & CERTIFICATE OF
OCCUPANCY.
7) OPEN -HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION, 2000 P.S.F.
8) WALK DOOR REQUIRED FOR EGRESS FROM EACH TENANT SPACE. PROVIDE 36" X 80" MIN. SIZE
PER I.B.C., SECTION 1010.1. LOCKS, LATCHES AND LANDINGS PER I.B.C., SECTION 1008. VERIFY
EXIT DIRECTIONAL SIGNAGE PRIOR TO ELECTRICAL ROUGH -IN INSPECTION.
9) ALL EGRESS DOORS SHALL MEET ICC/ANSI A117.1-2009 FOR ACCESSIBILITY. LOCKS, LATCHES &
LANDINGS PER I.B.C., SECTION 1008. VERIFY EXIT DIRECTIONAL SIGNAGE PRIOR TO ELECTRICAL
ROUGH -IN INSPECTION.
10) BUILDING SHALL COMPLY WITH ACCESSIBILITY REQUIREMENTS AS PER I.B.C., CHAPTER 11 &
ICC/ANSI A117.1-2009, INCLUDING PARKING, SITE ACCESS, ENTRANCES AND BATHROOMS.
BATHROOM FACILITIES SHALL MEET MINIMUM REQUIREMENTS FOR SIZE, FIXTURE LAYOUT,
CLEARANCES, ETC.
11) BATHROOM INTERIOR FINISHES (INCLUDING FLOOR, WALLS AND BASE) SHALL HAVE A SMOOTH,
HARD, NON -ABSORBENT SURFACE AND TO OTHERWISE COMPLY WITH I.B.C., SECTION 1203
"TOILET AND BATHROOM REQUIREMENTS".
12) LIGHT & VENTILATION PER I.B.C., CHAPTER 12.
13) ELECTRICAL PERMITTING & INSPECTIONS BY COLORADO STATE ELECTRICAL BOARD. ELECTRICAL
ROUGH -IN APPROVAL IS REQUIRED AT FRAME INSPECTION, AND FINAL APPROVAL IS REQUIRED
PRIOR TO FINAL INSPECTION & CERTIFICATE OF OCCUPANCY.
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PROJECT DESCRIPTION
OCCUPANCY GROUP: F-1 (MODERATE —HAZARD
FACTORY INDUSTRIAL
TYPE OF
CONSTRUCTION: TYPE V—B�
PROPOSED BUILDING
AREA.
UNIT V-1
800
S.F.
UNIT V-2
800
S.F.
UNIT V-3
800
S.F.
UNIT V-4
800
S.F.
TOTAL
3200
S.F.
GENERAL NOTES
1. ALL WORK SHALL CONFORM WITH ALL GARFIELD COUNTY CODES AND ORDINANCES, AND
THE LATEST ADOPTED EDITIONS OF THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL
ENERGY CONSERVATION CODE.
2. PROVIDE ENERGY STAR RATED BOILERS, FURNACES, AIR CONDITIONERS, REFRIGERATORS,
STAND ALONE FREEZERS, CLOTHES WASHERS, CLOTHES DRYERS, AND DISHWASHERS.
3. ALL JOINTS, SEAMS AND PENETRATIONS THROUGH THE EXTERIOR ASSEMBLIES SHALL BE
SEALED WITH AN EXTERIOR GRADE CAULK.
4. HOT WATER PIPING SHALL BE INSULATED TO R-3 MINIMUM.
5. THE MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL VERIFY THAT THEIR
DESIGNS MEET THE REQUIREMENTS OF THE ADOPTED EDITIONS OF THE IBC AND IECC.
6. EXHAUST FANS SHALL BE VENTED DIRECTLY TO THE EXTERIOR FROM ALL BATHROOMS
AND WATER CLOSET ROOMS, PROVIDE GRAVITY DAMPERS MEETING THE REQUIREMENTS OF
THE 2009 INTERNATIONAL ENERGY CONSERVATION CODE AND INTERNATIONAL BUILDING
CODES.
7. PROVIDE SAFETY GLAZING MEETING THE REQUIREMENTS OF IBC SECTION 2406 AT ALL
EXTERIOR AND INTERIOR LOCATIONS SPECIFIED IN IBC SECTION 2406.4 INCLUDING.
8. A COMBUSTION SAFETY TEST SHALL BE PROVIDED FOR ALL VENTED APPLIANCES IN
COMPLIANCE WITH GARFIELD COUNTY ORDINANCES AND THE IECC. PRIOR TO FINAL
INSPECTION, THE CONTRACTOR SHALL SUBMIT A LETTER FROM THE PROJECTS APPROVED
ENERGY CONSULTANT/INSPECTOR CERTIFYING A PASSING TEST.
9. A ROUGH —IN INSPECTION OF AIR BARRIERS BY A THIRD PARTY INSPECTOR SHALL BE
PERFORMED PRIOR TO PLACEMENT OF INSULATION. SUBMIT A REPORT TO THE BUILDING
OFFICIAL CERTIFYING COMPLIANCE WITH THE 2009 IECC. REPORT SHALL BE DUE AT TIME
OF FINAL INSPECTION. THE NAME OF THE THIRD PARTY INSPECTOR SHALL BE SUBMITTED
BEFORE ANY INSPECTIONS TO VERIFY THAT THE THIRD PARTY INSPECTOR MEETS GARFIELD
COUNTY BUILDING QUALIFICATIONS.
10. INSTALL A PERMANENT CERTIFICATION OF INSULATION VALUES IN COMPLIANCE WITH
THE 2009 IECC ON THE INSIDE OF THE ELECTRICAL PANEL DOOR.
11. BUILDING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS.
12. AT TIME OF PERMIT APPLICATION, THE CONTRACTOR SHALL SUBMIT THE NAME OF THE
THIRD PARTY ENERGY CONSULTANT/INSPECTOR FOR THE GARFIELD COUNTY BUILDING
DEPARTMENT'S APPROVAL OF INSPECTOR QUALIFICATIONS,
13. PRIOR TO FINAL INSPECTION , THE CONTRACTOR SHALL SUBMIT A LETTER FROM THE
PROJECT's APPROVED ENERGY CONSULTANT/INSPECTOR CERTIFING THAT THE STRUCTURE
WAS BUILT IN COMPLIANCE WITH THE IECC AND GARFIELD COUNTY ORDINANCES .
14. AT ALL STUD CAVITY SPACES THAT WILL BE INACCESSIBLE AT TIME OF INSULATION
INSTALLATION SHALL BE FULLY INSULATED AND PROVIDED WITH A SOLID AIR BARRIER WITH
ALL JOINTS SEALED PRIOR TO FRAMING FOR THE ITEMS CREATING THE INACCESSIBLE
FEATURE. ACCEPTABLE INSULATION/AIR BARRIER SYSTEMS INCLUDE R-21 BATT
INSULATION WITH OSB SHEATHING AIR BARRIER, OR SPRAYED FOAM INSULATION
COMPLETELY FILLING THE CAVITY, OR A SYSTEM APPROVED BY THE PROJECT'S APPROVED
ENERGY CONSULTANT/INSPECTOR. IN WET LOCATIONS, SUCH AS BEHIND BATH TUBS OR
SHOWERS, PROVIDE A WATER RESISTANT SOLID AIR BARRIER SUCH AS "GREEN BOARD" OR
CEMENT BOARD. THE INACCESSIBLE SPACE SHALL NOT BE COVERED UNTIL INSPECTED
AND APPROVED BY THE PROJECTS ENERGY CONSULTANT/INSPECTOR. CEMENT BOARD
SHALL BE USED AT LOCATIONS WHERE TILE WILL BE INSTALLED OVER SUBSTRATE. "GREEN
BOARD" SHALL NOT BE USED AT SUCH LOCATIONS.
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S HARRY A. GARNER �
30,573
COPYRIGHT 2019 - GARNER ASSOCIATES, INC.
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GARNER ASSOCIATES,
INCORPORATED
ARCHITECTURE AND PLANNING
Harry Garner
Registered Architect
4181 County Road 31.1
New Catle, CO 81647
970-876-0673
CELL 970-379-8345
E-mail: garner—harry@msn.com
Web site: gaiassociates.com
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REVISIONS
JOB NUMBER
1902
DATE
05-15-19
DRAWN BY
CHECKED BY
SHEET NUMBER
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20'-0" 10'-0"
5020 FIXED ALUM
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-OUT
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UNIT V-3
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SLAB SEE STRUCTURAL
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SECT19NAI DOOR SECTIONAL DOOR
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1 Conditions of Permit at Restrooms:
3 1 (A) BATHROOM INTERIOR I INISHES INCLUDING FLOORS, WALLS AND WALL BASES
SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT SURFACE AND TO OTHERWISE
COMPLY WITH SECTION 1203, TOILET AND BATHROOM REQUIREMENTS.
(B) BATHROOM FACILITIES TO MEET ICC/ANSI A117.1-2009 STANDARDS FOR
ACCESSIBILITY INCLUDING MINIMUM SIZE, LAYOUT, CLEARANCES, FEATURES, ETC.
(C) PROVIDE MECHANICAL VENTILATION & EXHAUST FAN AT BATHROOMS WITH
20 _ U INSTALLATION AND VENTING PER MANUFACTURER'S REQUIREMENTS.
1
UNIT V-4
800 SF
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STEED VERIHEAD
SECTI AL DOOR
II I o II II
I WELDED STEEL TUBE CANOPY
FRAME. SEE CANOPY DETAIL 2/A4.2
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12' WIDE OVERFLOW
SCUPPER TH RU PARAPET
W/12"X24" CONCRETE SPLASH
BLOCK BELOW. BOTTOM
EDGE OF SCUPPER TO BE
ROOF DRAIN EQUAL TO
1-1/2" ABOVE LOW POINT OF
ZURN 2107 -4".
ROOF. (TYP 4)
PLUMBING DESIGNER
TO VERIFY DRAIN SIZE
(TYP 4)
SLOPE ROOF
SLOPE ROOF
SLOPE ROOF
SLOPE ROOF
3/8"/FT +/_
3/8"/FT +/_
3/8"/FT +/-
3/8"/FT +/-
waLL� II
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SLAPS I'� SLOPE - SLOPE
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ELtCTRICAL PERMITTING & INSPECTIONS ARS
BY THE COLORADO STATE ELECTRICAL BOARD
ELECTRICAL ROUGH IN APPROVAL IS
REQUIRED AT FRAMING INSPECTION
ELECTRICAL FINAL APPROVAL IS
REQUIRED AT CO/FINAL INSPECTION
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ALL EGRESS DOORS SHALL MEET ICC/ANSI A117.1-2009 FOR ACCESSIBILITY. LOCKS,
LATCHES & LANDINGS PER I.B.C., SECTION 1008. VERIFY EXIT DIRECTIONAL SIGNAGE
PRIOR TO ELECTRICAL ROUGH -IN INSPECTION.
FLOOR PLAN
1 /4" = I — u
HARRY A.
GA,
GARNER ASSOCIATES,
INCORPORATED
ARCHrrECTURE AND PLANNING
Harry Garner
Registered Architect
N
4181 County Road 311
New Catle, CO 81647
970-876-0673
CELL 970-379-8345
E-mail: &arner_harry@msn.com
Web site: gaiassociates.com
REVISIONS
JOB NUMBER
1902
DATE
04-14-19
DRAWN BY
CHECKED BY
SHEET NUMBER
o-.-
A I
1/8" = 1'-0"
COPYRIGHT 2019 - GARNER ASSOCIATES, INC.
SINGLE CORNER
BARS MAYBE
USED IN WALLS
LESS THAN
5'-0" IN
HEIGHT.
CORNER BARS TO
MATCH SIZE &
SPACING OF HORIZ.
WALL REINF. UNO.
2" CUR. - TYP
HORIZONTAL
WALL REINF.
(SEE DETAILS)
CORNER (PLAN) INTERSECTION (PLAN)
BAR SIZE
LAP (CONCRETE)
LAP MASONRY
#3 THRU #6
36x BAR 0 (18" MIN.)l
40x BAR 0
#7 THRU #9
40x BAR 0
48x BAR 0
#10 THRU #11
54x BAR 0
TYPICAL CORNER AND
INTERSECTION REINFORCEMENT
4d
2 1/2' MIN.
1 �1
D/2
\ O� r
2
HOOKS & BENDS
LAP PER SCHEDULE
15" MIN.
_f 1
6
BARS SHALL BE IN
CONTACT & WIRED
TOGETHER
LAP SPLICE
BAR LAP SCHEDULE
BAR SIZE
DIA.-CONC.
#3 THRU #6
44 BAR 0
#7 THRU #9
56 BAR 0
10 THRU #11
56 BAR 0
TYPE 'A' 135" STIRRUP
& TIE HOOK
TYPE 'A'
HOOK
GRADE BEAM STIRRUP
BEND DIAMETER SCHEDULE
BAR SIZE
BEND DIAMETER
#3 THRU #5
D = 4d
#6 THRU #8
D = 6d
9 THRU #11
D = 8d
D= BEND 0,d=BAR D
TYPICAL REINFORCEMENT DETAILS
(2) #5 _ 10"
(2) #5 DOWELS
(2) #5 DOWELS
fT.O.W. VARIES
PER PLAN
CONC WALL
PER PLAN
CONT FTG
PER PLAN
O X
a
a„ :m
CONT. FTG PER PLAN
z � ��Ay�1j - BEARING ON UNDISTURBED
r NATURAL SOIL
ALTERNATE STEP FOOTING DETIAL
FOR SIZE &
SPACING OF
JOIST SEE PLAN
BOUNDARY
NAILING (B.N.)
® BOUNDARIES
& CONTINUOUS
PANEL EDGES
INTERMEDIATE
NAILING
EDGE NAILING
STAGGE
PLYWOOD JOINT
NOTES
1. PLYWOOD TO BE INSPECTED PRIOR TO COVERING.
2. STAGGER NAILS WHEN SPACING IS 2" OR 2 1/2" o.c.
3. SEE PLYWOOD SHEATHING NOTES.
SHEATHING LAYOUT PLAN
1/8" EDGE DISTANCE
ALL JOINTS
3/8" MIN. EDGE
DISTANCE ® ALL
NAILS
LONG DIMENSION OF
PLYWOOD TO RUN
PERPENDICULAR TO
JOIST
MINIMUM
SHEATHING PANEL
SIZE TO BE
2'-0" x 4'-0"
"ZIP -STRIP"
H
1
REINFORCING
PER PLAN
"ZIP -STRIP" CONTROL JOINT
t
REINFORCING
PER PLAN
SAW CUT CONTROL JOINT
TOP OF WALL
TOP OF
NOTES:
1. SLABS SHALL BE CAST IN STRIPS
15'-0" WIDE MAXIMUM WITH
CONSTRUCTION JOINTS OR CONTROL
JOINTS AT A SPACING EQUAL TO THE
STRIP WIDTH.
2. SAWCUT CONTROL JOINTS MAY BE
USED IN BOTH DIRECTIONS SPACED
AT 15'-0" MAX. (ZIP -STRIP JOINTS
MAY BE USED IN ONLY ONE
DIRECTION.)
3. SAWCUT JOINTS SHALL BE MADE
SAME DAY AS POUR AND AS EARLY
AS POSSIBLE PRIOR TO DRYING
SHRINKAGE. THE JOINT SHALL BE
FLUSHED WITH WATER OR AIR
PRESSURE IMMEDIATELY AFTER
SAWING.
4. FINISHING OF CONCRETE SLAB SHALL
BE DONE AFTER SURFACE BLEED
WATER HAS EVAPORATED.
5. MOISTEN SUB -GRADE PRIOR TO
PLACING CONCRETE.
6. APPLY MEMBRANE CURING COMPOUND
TO CONCRETE IMMEDIATELY AFTER
CONCRETE FINISHING OPERATION.
TYPICAL SLAB CONTROL JOINTS
(2) #5 x 4'-0"
LONG
12" 12"
#5 BARS TO MATCH
SPACING OF HORIZ.
FOOTING REINF.,
UNO.
OF Wi
1
TOP OF FOOTING
NOTE: `-
SEE ALSO TYPICAL 12" 12"
REINFORCEMENT f --
DETAILS 3/51.0
TYPICAL REINFORCEMENT
AT WALL AND FOOTING STEP
SEE ARCH'L.
#3 NOSING
BAR TYP.
1/2" NOSE
RADIUS TYP.
12„
24" LAP.
#4 0 12" o.c.
EACH WAY
COMPACTED FILL
#4 CONT. PER GEOTECH.
TOP AND ENGINEER
BOT.
TYPICAL CONCRETE STAIR
(2) 2x TOP PLATES.
SPLICE AS REQ'D. NAIL
PER NAILING SCHEDULE
SHT. S1.0
10d ® 12" o.c.
STAGGER
(3) 16d TO HEADER
FIRE BLK'G PER
BUILDING CODE
SLAB PER
ARCH'L
2x CRIPPLES
CAA 16" o.c.
_4A_ HEADER PER PLAN OR
(3) 2x10 TYP.
(3) 2x6 VERTICAL AT
(1) STUD AT INTERIOR INTERIOR NON BEARING.
WALLS, % ��� (2) 2x TRIMMER EXT.,
(2) STUDS AT EXTERIOR (1) 2x TRIMMER INT.
WALLS - UNLESS NOTED OTHERWISE
TYPICAL HEADER FRAMING
1. SLAB -ON -GRADE SELECTED BY THE OWNER AT THE GROUND LEVEL HAS SOME RISK
OF MOVEMENT. THE SLAB OPTION, CHOSEN AS PROVIDING SUITABLE PERFORMANCE
AT A REASONABLE COST, REQUIRES SUBGRADE PREPARATION OR OVER EXCAVATION
AND PLACEMENT OF STRUCTURAL FILL. REFER TO SOILS REPORT FOR SPECIFIC
REQUIREMENTS.
2. MOVEMENT OF THE SLAB -ON -GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED
TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION
DETAILS FOR PARTITION WALLS, PIPING, ETC. MAY BE REQUIRED. CONSULT THE
APPROPRIATE DRAWINGS FOR INFORMATION.
STRUCTURAL STEEL
1. WIDE FLANGE SHAPES:
PER ASTM SPEC. A992, Fy = 50 ksi
2. OTHER ROLLED SHAPES AND PLATES:
PER ASTM SPEC. A36, Fy = 36 ksi
3. PIPES:
PER ASTM SPEC. A501, Fy = 36 ksi
4. STRUCTURAL TUBING:
PER ASTM SPEC. A500, GRADE B, Fy = 46 ksi
5. ANCHOR BOLTS:
PER ASTM SPEC. A307
6. BOLTS WOOD CONNECTIONS:
PER ASTM SPEC. A307
7. BOLTS AT STEEL CONNECTIONS:
PER ASTM SPEC. A325
8. BOLT HOLES 1/16" GREATER THAN BOLT SIZE EXCEPT FOR ANCHOR BOLT WHICH
.ARE 3/16" GREATER THAN BOLT SIZE UNLESS NOTED OTHERWISE.
9. DETAILING:
PER AISC STRUCTURAL DETAILING
10. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO
FABRICATION. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT
DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE
CONSTRUCTED PER ORIGINAL DRAWINGS.
11. FABRICATION AND ERECTION:
PER AISC MANUAL OF STEEL CONSTRUCTION
12. WELDING PER STANDARDS OF AMERICAN WELDING SOCIETY. ELECTRODES AWS A 5.1
E-70 SERIES. SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS HAVE
EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS
TEST AS DETAILED IN AWS D1.1.
13. COPES, BLOCK AND CUTS:
ALL RE-ENTRANT CORNERS SHALL BE SHAPED NOTCH -FREE TO A RADIUS
OF AT LEAST 1/2".
14. PAINT ALL STRUCTURAL STEEL WITH ONE SHOP COAT PRIMER OVER CLEAN METAL
STRUCTURAL WOOD
1. ALL WOOD MEMBERS SHALL BE DOUGLAS-FIR, 19% MAX =INSPECTION
IRKED
BY A RECOGNIZED GRADING AGENCY.
2. WOOD GRADES (UNLESS NOTED OTHERWISE): REPORT
(A) FOR HORIZONTAL MEMBERS: FOOTING
JOIST AND RAFTERS ..... GRADE #2
BEAMS AND STRINGERS ..... GRADE #10 PSFLEDGERS ..... GRADE #1
(B) FOR VERTICAL MEMBERS:
2x4 STUDS ..... CONSTRUCTION
2x6 AND LARGER STUDS ..... GRADE #2
POSTS AND TIMBERS ... GRADE #1
2x4 AND 2x6 STUDS SHALL BE FINGER JOINTED FOR VERTICAL USE ONLY.
3. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS
DETAILED OR APPROVED BY THE ENGINEER.
4. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION
OF THE I.B.C.
5. ALL NAILS SHALL BE STANDARD COMMON NAILS.
6. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A.
7. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED DOUGLAS-FIR.
8. ANCHOR BOLTS SHALL BE PLACED 9" FROM END OF A BOARD OR FROM A NOTCH
AND SPACED AT INTERVALS AS NOTED.
9. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT
WASHERS.
10. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN
NORMAL BOLT DIAMETER.
11. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR
ENGINEER APPROVED EQUAL. ANY SUBSTITUTIONS WITH CUSTOM FABRICATED
CONNECTORS SHALL CONFORM TO SIMPSON SPECIFICATIONS INCLUDING PLATE
THICKNESS, WELDS, BEARING AREAS, SIZE AND NUMBER AND LOCATION OF
NAIL/BOLT HOLES.
12. PROVIDE BLOCKING OR BRIDGING PER LATEST EDITION OF THE I.B.C.
13. TOP PLATES OF ALL WOOD STUD WALLS TO BE (2) 2x #2 (SAME WIDTH AS STUDS),
UNLESS NOTED OTHERWISE. LAP 48" (MINIMUM) WITH NOT LESS THAN (6) 16d
NAILS EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS.
14. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE
SPECIFICATION AFG-01.
15. ALL HEADERS SHALL BE (3) 2x10 AT 2x6 STUD WALL OR (2) 2x10 AT 2x4 STUD
WALL UNLESS NOTED OTHERWISE ON PLANS.
16. PROVIDE BUILT-UP WOOD COLUMNS OF (2) 2x6 AT 2x6 STUD WALL OR (2) 2x4 AT
2x4 STUD WALL OR A MINIMUM NUMBER OF STUDS TO EQUAL SUPPORTED BEAM
WIDTH UNLESS NOTED OTHERWISE ON PLANS.
GLUE LAMINATED WOOD
1. MATERIALS, MANUFACTURE, AND QUALITY CONTROL FOR STRUCTURAL GLUED
LAMINATED TIMBER SHALL BE IN CONFORMANCE WITH "AMERICAN LAMINATED
TIMBER" AND AITC 117, "DESIGN AND MANUFACTURING'.
2. MICRO -LAM (LAMINATED VENEER LUMBER) ALLOWABLE UNIT STRESSES FOR DRY
CONDITION OF USE SHALL BE:
Fy = 2600 PSI F" = 285 PSI Fc = 750 PSI E = 1.9 x 106 PSI
3. ALL EXPOSED BEAMS SHALL CONFORM TO EXTERIOR EXPOSED CONDITION PER
UNIFORM BUILDING CODE SECTION 2312.7.
SHEATHING
ROOF SHEATHING;
PLYWOOD OR OSB SHEATHING SHALL BE APA GRADE -TRADEMARKED C-D, EXPOSURE
1. ROOF DIAPHRAGMS SHALL BE 5/8" 40/20, APA RATED SHEATHING AT SLOPING
ROOFS AND 3/4" 48/24 RATED SHEATHING AT FLAT ROOFS. PLACE PANEL WITH
8'-0" DIMENSION PERPENDICULAR TO THE JOIST, RAFTER OR TRUSS SPAN. END
JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD AT EDGES WITH NAILS AT 6" o.c.
AND AT INTERMEDIATE SUPPORTS WITH NAILS AT 12" o.c. USE 8d NAILS AT 5/8"
SEHATHING AND 10d NAILS AT 3/4" SHEATHING.
WALL SHEATHINt
PLYWOOD OR OSB SHEATHING SHALL BE APA GRADE -TRADEMARKED C-D, EXPOSURE
1. SHEATH ALL EXTERIOR WALLS WITH 1/2", APA RATED PLYWOOD SHEATHING,
20/0 WITH B'-O" DIMENSION VERTICAL. BLOCK ALL EDGES. END JOINTS SHALL BE
STAGGERED: STUDS SHALL BE 16" o.c. ATTACH PLYWOOD WITH 8d NAILS AT 6"
o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d AT 12" o.c.
GENERAL NOTES
1. DESIGN DATA:
ROOF LOAD L.L. = 40 PSF
FLOOR LOAD (LIGHT STORAGE) L.L. = 125 PSF
WIND LOAD 115 MPH (0 30 HEIGHT) EXPOSURE B
SEISMIC DESIGN CATEGORY B
2. THE FOLLOWING CODES AND EDITIONS WHERE USED:
INTERNATIONAL BUILDING CODE (2015 EDITION)
ACI BUILDING CODE (ACI 318-14)
AISC MANUAL OF STEEL CONSTRUCTION (13TH EDITION)
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS 2015)
AITC TIMBER CONSTRUCTION MANUAL (5th EDITION)
SEAC SNOW LOAD PUBLICATION
3. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL SLAB IS IN PLACE.
4. ANY CHANGES MADE TO ANY ONE OF THESE DRAWINGS WITH OUT CONSENT OF
ODDO ENGINEERING, INC. RELIEVES ODDO ENGINEERING, INC. OF ANY LIABILITY OF
THE CONSTRUCTION DOCUMENTS,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF
CONSTRUCTION INCLUDING, BUT NOT LIMITED TO SHORING, BRACING AND TEMPORARY
EXCAVATION.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITES
CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS.
7. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH WORK SO INVOLVED.
8. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND ENGINEER
BEFORE PROCEEDING WITH CONSTRUCTION.
9. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE
APPROPRIATE TRADES. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN
STRUCTURAL COMPONENTS.
10. PROVIDE ASPHALTIC MASTIC -COATING ON ALL STEEL AND WOOD EXPOSED TO THE
EARTH.
11. PROVIDE A36 ALLTHREAD RODS FOR EPDXY ANCHORS.
12. INJECTION ADHESIVE SHALL BE HIT RE 500 AS FURNISHED BY HILTI INC. OR
APPROVED EQUAL.
FOUNDATION AND EARTHWORK
1. FOUNDATION DESIGN IS BASED ON SOILS REPORT BY:
HP-KUMAR PROJECT NO. 17-7-858, DATED iMMF!
ALLOWABLE BEARING PRESSURE: 2,000 PSF iyr_ �CJ� �7hIQ
LATERAL EARTH PRESSURE: 40 PCF
2. THE CONTRACTOR SHALL REVIEW THE SOILS REPORT AND FOLLOW ALL
RECOMMENDATIONS THEREIN. FOUNDATION DESIGN ASSUMES THAT ALL
RECOMMENDATIONS IN THE SOILS REPORT WILL BE IMPLEMENTED.
3. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TEST ON COMPACTED
7, FILL UNDER FOOTINGS AND INTERIOR SLABS -ON -GRADE. A MINIMUM OF 1
REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB -ON -GRADE.
4. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPACTED SO THAT CONDITIONS MAY
BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
5, ALL INTERIOR NON -BEARING, NON -SHEAR WALLS SHALL HAVE RAMSET/REDHEAD
POWDER ACTUATED FASTENERS 1500, 1600 OR 1900 SERIES OR APPROVED EQUAL
AT 24" o.c., 1" MINIMUM PENETRATION.
6. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE -TO -LINE WITH
ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS.
7. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE
SLOPED TO DRAIN AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS
RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN
UNPAVED AREAS, AND A MINIMUM SLOPE OF 3 INCHES IN THE FIRST 10 FEET IN
PAVED AREAS BE PROVIDED.
CONCRETE
1. CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE LATEST EDITIONS OF AMERICAN CONCRETE INSTITUTE BUILDING CODE, ACI 318
AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. ACI 301. PROVIDE
HOT OR COLD WEATHER PROTECTION PER ACI 305 AND 306.
2. SUBMIT MIX DESIGNS TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE
WEEK PRIOR TO FIRST CONCRETE DELIVERY. NO ADMIXTURES CONTAINING CHLORIDE
SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM.
3. CEMENT TO BE MIXED PER ASTM C94.
4. CEMENT: _AOD REG/0
ASTM C150, TYPE II, LOW ALKALI. p �qj A o°°4� .
5. AGGREGATE: U c Q� O
PER ASTM C33, MAXIMUM 1" °0 280850'
0
6. MAXIMUM WATER/CEMENT RAT10, BY WEIGHT: °O
W/c = 0.50�'°°0000 �o
SaNA
7. AIR ENTRAINMENT:
4.0-7.0% 06-07-2019
8. FLY ASH
MAXIMUM 20% OF MASS OF CEMENTITIOUS MATERIAL
9. MAXIMUM TEMPERATURE IN MIXER:
90 DEGREES F
10. SLUMP:
4" t 1". NO WATER SHALL BE ADDED ON SITE.
11. MINIMUM STRENGTH:
F'. = 3000 PSI AT 28 DAYS AT STEM WALLS AND FOOTINGS
F'. = 4000 PSI AT 28 DAYS AT FLAT WORKS
12. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE
CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A POLYETHYLENE FILM
SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT.
13. TESTING:
EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO DESIGN
CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE 7 AND
28 DAYS CYLINDER TESTS. COMPLY WITH ASTM C143, C173, C31 AND C39.
14. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH, NON -SHRINK,
NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO. 713 APPLIED PER
MANUFACTURER'S RECOMMENDATIONS
REINFORCING STEEL
1. REBARS:
DEFORMED STEEL, ASTM SPEC. A615 GRADE 60,
ALL REBAR BENDS TO BE MADE COLD.
2. CONCRETE PROTECTION:
SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER ....... 1"
CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS ....... 3"
3. CONCRETE EXPOSED TO WEATHER AFTER FORMING:
#6 REBAR AND LARGER ....... 2" CLEAR
#5 REBAR AND SMALLER ....... 1 1/2" CLEAR
4. BAR LAP:
CONCRETE: 40x BAR DIAMETER, 24" MINIMUM. UNLESS NOTED OTHERWISE.
MASONRY: 45x BAR DIAMETER, 24" MINIMUM. UNLESS NOTED OTHERWISE.
STAGGER SPLICES
5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE
SUPPORTED WITH APPROVED NON-METALLIC CHAIRS OR ANOTHER METHOD
APPROVED BY THE ENGINEER.
6. PLACE (2) #5 2" FROM ALL SIDES OF OPENING (8 BARS TOTAL) WITH 2'-0-
PROJECTION ON EACH END OF ALL WALL OPENINGS.
oddo
enginee*ProD
713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 81601
970-945-1006
ENGINEER R.A.O.
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CONSTRUCTION 04-30-19
REVISION 06-07-19
STRUCTURAL
GENERAL
NOTES
+ DETAILS
SCALE 3Ar P-0"
�1
SCALE: NTS
1800-63 Rudd V S.ALL.dwg
= FRAMING PLAN
SCALE: 3/16" = 1'—O"
FOU
4" SLAB —ON —GRADE
#4 ® 18" o. c. E. N
MIDDLE OF SLAB ON
GRANULAR MATERIP
SEE SOILS REPORI
TION PLAN
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TYPICAL HEADER
PER 2/S4.0
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NOTES:
BASED ON GARNER ASSOCIATES DRAWINGS DATED
04-14-2019.
FOR HEADEROT SHOWN SEE GENERAL NOTES
AND DETAIL 2/S4.0.
PROVIDE BUILT-UP WOOD COLUMNS A MINIMUM
NUMBER OF STUDS TO EQUAL SUPPORTED BEAM
WIDTH (UNLESS NOTED OTHERWISE ON PLANS).
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06-07-2019
NOTES:
BASED ON GARNER ASSOCIATES DRAWINGS DATED
04-14-2019.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,
ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK
AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY
OF ANY DISCREPANCIES. DO NOT SCALE DRAWINGS.
IF FOOTINGS ARE NOT BEARING ON UNDISTURBED NATURAL
SOIL, BEARING CAPACITY SHALL BE VERIFIED BY SOILS
ENGINEER WITH A COMPACTION TEST.
LEGEND:
STEP FOOTING
N STEP WALL
HANGING CONDITION
—� BEARING CONDITION
--� FULL PENETRATION WELD
WOOD COLUMN
(SOLID PACK —OUT EQUAL TO
WIDTH OF BEAM ABOVE, UNO.)
0 STEEL COLUMN
odd.o
engineering
713 COOPER AVE
SUITE 200
GLENWOOD SPRINGS, CO 81601
970-945-1006
ENGINEER R.A.O.
DRAWN BY B.A.H
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CONSTRUCTION 04-30-19
REVISION 06-07-19
STRUCTURAL
PLANS
SCALE 35? = r-V
1800-63 Rudd V S.ALL.dwg
LOCATION MAP
ill = 500'
UILDING
RJNTAGL ROAD
,
X X-_ _--
- -
50 0
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C.Onanion OT rermli:
LEGEND
FUTURE CHIP/SEAL PAVEMENT
(GRAVEL SURFACE THIS PHASE)
PROPOSED DRAINAGE DIRECTION
(ROOF PITCH DIRECTION IF INSIDE BLDG.)
NOTES
........... FUTURE CONCRETE DRAINAGE PAN
1. ROOF DRAINAGE FOR BUILDING V TO BE
DIRECTED TO
CATCH BASIN. ROOF
DRAINAGE FOR BUILDING Q TO BE DAYLIGHTED
TO ROADSIDE DITCH.
Q BUILDING DESIGNATION
2. THE CENTRAL DRAINAGE PAN SHALL BE
4' WIDE WITH
A 2" DROP FROM
EDGE TO CENTER. MINIMUM THICKNESS AT
CENTER: 4".
MINIMUM 28 DAY
_ _ _ _ _ _ _ _ — _ 50 FOOT OFFSET FROM PROPERTY LINE
CONCRETE COMPRESSIVE STRENGTH: 4000
PSI. (FUTURE)
PROPERTY LINE
3. SEE (ADDED) SHEET 4 FOR ADDITIONAL
GRADING AND
DRAINAGE
INFORMATION. ALSO SEE DRAINAGE REPORT,
PRINTED SEPARATELY.
X = XX.XX PROPOSED ELEVATION
Cut -Off Drainage Swale shall be Approved by Geotechnical Engineer Prior to Concrete
Footings Inspection - Prior to Building Dept. inspection of concrete footings, the Structural
ZONE BOUNDARY Engineer of Record shall perform site inspection to verify that uphill site grading & drainage
meets intended design requirements for drainage away from the foundation. Submit
EnRineer's report for Inspector review at Footing Inspection.
Scale in Feet
_, ,
RECONSTRUCT EXISTING
I Engineer of Record shall penumi —, f
--
bmll
.:.onriod design requirements for drainage away from the foundation. u
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LOCATION OF EXISTING CUT
(UNUSED UTILITY PATH). UTILIZE FOR
DIVERSIONS AROUND BLDGS. (SEE DTL.SHT 4)
5
8/10/201
ADD GRADING/REVISE ISDS
TPB
4
12/11/19
CHG. EX. TOPO/REVISE GRADING
TPB
3
1/26/19
ADD GRADING/DRAINAGE INFO
TPB
2
9/10/19
ADD GRADING/DRAINAGE INFO
TPB
1
8/6/19
ADD SETBACK LINE-ADJ. BLDGS.
TPB
REV
NO.
DATE
REVISION
MADE
BY
CHKD
BY
APPD
BY
SITE & DRAINAGE PLAN
SW AREA
SCALE:
NOTED
DRAWN BY:
TPB
DATE:
19 JULY 2019
CHKD BY: APPD BY:
TA Z TAZ
W/ DRAINAGE DITCH ON UPHILL SIDE-
RIPRAP STEEP SECTIONS OF DITCH
SHEET
1 OF 3
PLAN NO.
v TOPO MVW 5.30.1
i
Cattle Creek Commercial Center SHEET NO.
Wayne Rudd
ZANCANELLA AND ASSOCIATES, INC. >
ENCINEERINO CONSUL TANTS
POST OFFICE BOX 1908 - 1005 COOPER AVENUE PROJECT: 97404.01
GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700
0—
Scale in Feet
for Traffic Plan
EXISTING
BUILDING g
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-CiR
.
1
57
�J
/ SPACES BETWEEN BUII.DII
'�—SERVE AS TURN AROUND
& A S IF NEEDED
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HIGHWAY 82 -- -� HIG 8 %
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TRAFFIC FLOW PLAN
NUUL
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;o<� ;a WATER AND SEWER PLAN
2 6 0 x PARKING & TRAFFIC FLOW PLAN
50 100 150
e
SCALE: DATE: SHEET
e aN Scale in Feet 1 /10/20 ADD GRADING/REVISE ISDS TPB ALE 6 NOTED 11JULY 2019 2 OF 3
for Traffic Plan REV MADE CHKD APPD DRAWN BY: CHKD BY: APPD BY: PLAN NO.
NO. DATE REVISION BY BY BY Itpb TAZ TAZ SWTOPOMVW0530201
IJ
000
7
Cattle Creek Commercial Center SHEET
Wayne Rudd
ZANCAM-ZZA AND ASSOCIATES, INC.
ENS/NEER/NO CONSUL TANTS
POST OFFICE BOX 1908 — 1005 COOPER AVENUE P CT. 4
GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700