new truck maintenance building for · letter number wall type designator #/sheet graphic...
TRANSCRIPT
Sheet IndexProject Information
NORTH ARROW
BUILDING SECTION
DETAIL DESIGNATOR
REVISION DESIGNATOR
DESCRIPTIVE NOTE
ROOM NUMBER /
DOOR NUMBER
DOOR TYPE DESIGNATOR
WINDOW TYPE
GRID LINE DESIGNATOR
NUMBER
SHEET
LETTER
NUMBER
WALL TYPE DESIGNATOR
#/SHEET
Graphic Standards NEW TRUCK MAINTENANCE BUILDING FOR
OWNER:
PREPARED BY:
CONTRACTOR:
SCOPE OF WORK:
PROJECT ADDRESS:
PARCEL #:
ZONING:
OCCUPANCY:
CONSTRUCTION TYPE:
ALLOWABLE AREA:
ACTUAL AREA:
EMERGENCY LIGHTING:
FIRE ALARMS:
FIRE SPRINKLERS:
FIRE EXTINGUISHERS:
BUILDING CODES:
PARKING REQUIRED:
PARKING PROVIDED:
OCCUPANT LOAD:
EXITS REQUIRED:
EXITS PROVIDED:
American Transport , LLC
810 East Sheldon Street
Prescott, AZ 86301
W. Alan Kenson & Associates, P.C.
P.O. Box 11593
Prescott, AZ 86304
Kenson Construction
6153 Corsair Ave.
Prescott, AZ 86301
New Construction
7055 East 2nd Street
Prescott Valley, AZ
103-05-209B
M1
S-1, Moderate Hazard Storage,
Motor Vehicle Repair Garage
II-B, Non Combustible Structural Frame, Non Rated
Pre-Engineered Metal Building
17,500 S.F.
3,150 S.F.
Yes
Yes
No
Yes - 1 per 3,000 S.F.
2012 International Building Code
2012 International Plumbing Code
2012 International Mechanical Code
2012 International Fuel Gas Code
2005 National Electrical Code
ANSI A117.1 2009 American National Standard (ADA)
3 Spaces per Bay x 4 Bays = 12 Parking Spaces Required
Zoning Ordinance Section 13-24
14 Standard + 1 ADA, Van Accessible Space = 15 Total
3,150 SF / 100 (Industrial or Business Area) = 31 Occupants
2
2
INDICATOR
DESIGNATOR
DESIGNATOR
FINISH DESIGNATOR
DESIGNATOR
DESIGNATOR
ELEVATION DESIGNATOR
ARCHITECTURAL
CS
A0.01
A0.02
A0.1
A0.2
A1.0
A2.0
A3.0
A4.0
A5.0
Cover Sheet / Project Information
Architectural Site Plans Cover Sheet
General Notes & Standard Details
Utilities Site Plan
Grading & Drainage Plan
Reference / Dimension / Wall Types Plan
Building Section
Exterior Elevations
Materials Schedule / Door Schedule / Door Details
Interior Elevations
Si te / Vicinity MapPHN: 928-445-1181
FAX: 928-778-4439
CONTACT: Brad Nelson
PHN: 928-443-5812
CONTACT: Alan Kenson
PHN: 928-445-5192
FAX: 928-445-5707
Contact: Alan Kenson
STRUCTURAL
S1.0
S2.0
MECHANICAL
M1.0
M2.0
M3.0
PLUMBING
P1.0
P2.0
ELECTRICAL
E1.1
E1.2
Structural Plans & Details
Structural Elevations & Details
Mechanical Floor Plan
Mechanical Schedules
Mechanical Details
Plumbing Floor Plan & Schematics
Plumbing Schedules Specs & Details
Electrical Symbols Specs & Notes
Electrical Lighting & Power Plan
Deferred SubmittalsThe following item is required and will be provided as a deferred submittal:
1. Fire Alarm System.Monitored Fire Alarm System submittal documents for deferred submittal shall be submitted to thelocal fire district, who shall review them and forward them to the building official, with a notationindicating that the deferred submittal documents have been reviewed and that they have been foundto be in general conformance with the design of the building. The deferred submittal items shall"NOT" be installed until their design and submittal documents have been approved by the firemarshal having jurisdiction.
Architect:
A R C H I T E C T U R E & P L A N N I N G
WAKA
W. Alan Kenson & Associates, P.C.P 928-443-5812F 928-443-5815
P.O. Box 11593Prescott, AZ 86304
email: [email protected]
R
E
G
I
S
T
E
R
E
D
A
R
CHI
TE
C
TKAWA
CS
CO
VE
R S
HE
ET
PROJECT DESCRIPTION:
Bennett Oil intends to construct a new tractor trailer maintenance building at the Prescott Valley fueling station.The new structure will be a pre-engineered metal building, with slab on grade foundation. The new buildingwill have four 12'-0" x 14'-0" roll up doors for vehicle access. An ADA accessible unisex toilet room will beprovided for the new building. 15 new parking spaces will be constructed on the site to serve the new building,one of which, shall be a van accessible ADA parking space.
PRESCOTT VALLEY, AZ7055 EAST 2ND STREET
SITE
H
W
Y
6
9
E
. F
IR
S
T
S
T
R
E
E
T
E
. S
E
C
O
N
D
S
T
R
E
E
T
N
. C
A
S
T
L
E
R
D
.
N
. 4
T
H
G
LA
SS
F
O
R
D
HILL
R
D
.
V
IE
W
N
. 3
R
D
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
COMMENTS BY TOWN
OF PRESCOTT VALLEY
PLM
09/04/141
1
SHEETS ADDED
SECOND
STREET
S
1
3
°
8
' 2
0
" E
- 2
3
3
.9
1
'
S
1
3
°
8
' 2
0
" W
- 2
3
3
.9
1
'
S
7
6
°
5
1
' 4
0
" W
- 3
7
2
.0
0
'
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AR
CH
IT
EC
TU
RA
L S
IT
E P
LA
NS
C
OV
ER
S
HE
ET
Legend:
TYPICALLY INDICATES PROPOSED
CONCRETE - REFER TO ARCHITECTURAL
SITE PLAN
TYPICALLY INDICATES EXISTING
CONCRETE
EXISTING UNDERGROUND GAS LINE
EXISTING UNDERGROUND SANITARY
SEWER LINE
PROPOSED UNDERGROUND SANITARY
SEWER LINE
EXISTING UNDERGROUND WATER LINE
PROPOSED UNDERGROUND WATER LINE
TYPICALLY INDICATES EXISTING
ASPHALT
CALL TWO WORKING DAYS
BEFORE YOU DIG
1-800-STAKE-IT
1-800-782-5348
(OUTSIDE MARICOPA COUNTY)
TYPICALLY INDICATES PROPOSED
BUILDING
TYPICALLY INDICATES PROPOSED
ASPHALT
EXISTING UNDERGROUND TV LINE
EXISTING UNDERGROUND ELECTRICAL
LINE
EXISTING UNDERGROUND PHONE LINE
PROPOSED UNDERGROUND GAS LINE
PROPOSED UNDERGROUND TV LINE
PROPOSED UNDERGROUND
ELECTRICAL LINE
PROPOSED UNDERGROUND PHONE LINE
TYPICALLY INDICATES EXISTING GRAVEL
SURFACE
TYPICALLY INDICATES EXISTING GRAVEL
SURFACE TO BE PAVED WITH ASPHALTSi te / Vicinity Map
PRESCOTT VALLEY, AZ7055 EAST 2ND STREET
SITE
H
W
Y
6
9
E
. F
IR
S
T
S
T
R
E
E
T
E
. S
E
C
O
N
D
S
T
R
E
E
T
N
. C
A
S
T
L
E
R
D
.
N
. 4
T
H
G
LA
SS
F
O
R
D
HILL
R
D
.
V
IE
W
N
. 3
R
D
Sheet IndexARCHITECTURAL
A0.01
A0.02
A0.1
A0.2
Architectural Site Plans Cover Sheet
General Notes & Standard Details
Utilities Site Plan
Grading & Drainage Plan
Project InformationOWNER:
PREPARED BY:
GEOTECHNICAL:
PROJECT ADDRESS:
PARCEL #:
ACREAGE:
SITE USE:
American Transport , LLC
810 East Sheldon Street
Prescott, AZ 86301
W. Alan Kenson & Associates, P.C.
P.O. Box 11593
Prescott, AZ 86304
Engineering & Testing Consultants
417 N. Arizona Street
Prescott, AZ 86301
7055 East 2nd Street
Prescott Valley, AZ
103-05-209B
1.998 Acres
Fueling Station / Temporary Outdoor Storage / Vehicle Maintenance
PHN: 928-445-1181
FAX: 928-778-4439
CONTACT: Brad Nelson
PHN: 928-443-5812
CONTACT: Alan Kenson, AIA
PHN: 928-778-9001
FAX: 928-778-4866
Contact: Michael P. Wilson, P.E.
“THESE PLANS HAVE BEEN SUBMITTED TO THE FOLLOWING UTILITY COMPANIES. WHERE THE
WORK TO BE DONE CONFLICTS WITH ANY OF THESE UTILITIES, THE CONFLICTS SHALL BE
RESOLVED AS SPECIFIED, IN THE SPECIAL PROVISION AND/OR AS OTHERWISE NOTED ON
THESE PLANS. CONFLICTS ARISING DURING THE COURSE OF CONSTRUCTION FROM
UNFORESEEN CIRCUMSTANCES SHALL BE REPORTED TO THE AFFECTED UTILITY COMPANY
AND BE RESOLVED BY THEM AND THE DESIGN ENGINEER”.
Utility Contact Info.PROJECT BENCHMARK FOR THIS PROJECT IS THE EXISTING MANHOLE LOCATED IN THE RIGHT
OF WAY ON 2ND STREET, REFER TO SHEET A0.2, GRADING AND DRAINAGE PLAN.
Benchmark Info.
COMMENTS BY TOWN
OF PRESCOTT VALLEY
PLM
09/04/141
SHEETS ADDED
1
TYPICALLY INDICATES EXISTING
SURFACE SPOT ELEVATION
TYPICALLY INDICATES DRAINAGE
FLOW DIRECTION
TYPICALLY INDICATES PROPOSED
SURFACE SPOT ELEVATION
5574.50
534.40Approved By
Town of Prescott Valley Date
Approval
Si te MapLEGAL DESCRIPTION:
ALL THAT WESTERLY PORTION OF TRACT LETTERED “C” TOWN AND COUNTRY INDUSTRIAL PARK, A SUBDIVISION OF A PORTION OF THE NORTH HALF OF SECTION 23,
TOWNSHIP 14 NORTH, RANGE 1 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, YAVAPAI COUNTY, ARIZONA, SAID SUBDIVISION BEING RECORDED IN BOOK 21
OF MAPS, PAGE 92 RECORDS OF YAVAPAI COUNTY, ARIZONA, SAID WESTERLY PORTION MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION, SAID CORNER BEING ALSO THE SOUTHWEST CORNER OF SAID TRACT “C”;
THENCE NORTH 13 DEGREES 08 MINUTES 20 SECONDS WEST ALONG THE WESTERLY LINE OF SAID TRACT “C” DISTSTANT 233.91 FEET;
THENCE NORTH 76 DEGREES 51 MINIUTES 40 SECONDS EAST ALONG THE NORTHERLY LINE OF SAID TRACT “C” DISTANT 372.00 FEET;
THENCE SOUTH 13 DEGREES 08 MINUTES 20 SECONDS EAST PARALLEL WITH THE SAID WESTERLY LINE AND CROSSING SAID TRACT “C” DISTANT 233.91 FEET TO A
POINT IN THE SOUTHERLY LINE OF SAID TRACT “C”;
THENCE SOUTH 76 DEGREES 51 MINUTES 40 SECONDS WEST ALONG THE SAID SOUTHERLY LINE OF SAID TRACT “C” DISTANT 372.00 FEET TO THE POINT OF BEGINNING.
103-05-209B
103-08-044Y
103-05-197
103-05-209A
103-58-059A
9
/
0
4
/
1
4
SCALE: 1" = 30'-0"
SCALE: NTS
DATE: 07-18-13
APPROVED BY:
DRAFTED BY: RDP
SCALE: NTS
SHEET # 1 of 1
DATE: 07-18-13
APPROVED BY:
DRAFTED BY: RDP
SCALE: NTS
SHEET # 1 of 1
Trace Wire, Continuity Test and Detectable Tape
Water: All main lines and appurtenances and all service lines up to the water meter shall be provided with Trace wire and Detectable
Tape. Color: Blue in accordance with APWA Uniform Color Code.
Sanitary Sewer: All main lines and appurtenances and all service lines up to the property line shall be provided with Trace wire and
Detectable Tape. Color: Green in accordance with APWA Uniform Color Code.
Reclaimed Water: All main lines and appurtenances and all service lines up to the reclaimed water meter shall be provided with Trace
wire and Detectable Tape. Color: Purple in accordance with APWA Uniform Color Code.
Trace Wire Shall Be:
1. 14-gauge, direct bury. Use:
1. Pro-Trace HF-CCS PE30 Tracer Wire (Pro-Line Safety Products) or
2. Copperhead Industries #CCS High Strength 250 Breakload (Copperhead Industries, LLC.).
No Exceptions. The Town of Prescott Valley does not recognize any other products as approved equal. Use appropriate color in
accordance with APWA Uniform Color Code.
2. Protected from crimping and other damage.
3. Located on the top of the pipe, secured by tape every five (5) feet), brought to the surface at all appurtenances, visible and
available inside meter box, if applicable, and connect to existing wire. If no surface appurtenances exist, the wire shall be
brought to the surface every 500 feet within an approved surface junction box.
4. Installed with connectors/splices. Use:
1. Pro-Trace TW connectors (Pro-Line Safety Products) or
2. SnakeBite Twist Lock connectors (Copperhead Industries, LLC.).
No Exceptions. The Town of Prescott Valley does not recognize any other products as approved equal. Connectors must be
installed in accordance with manufacturer's instructions. Use blue colored connectors for all utilities.
5. Installed with slack, one foot coil per 20 feet length of pipe.
6. Connect trace wire to existing tracer systems if they are present.
7. All dead ends and stubs shall be provided with a grounding anode as manufactured by Copperhead Industries, LLC.
No Exceptions. The Town of Prescott Valley does not recognize any other products as approved equal. Do not use the included
connector/splice. Use connectors noted in item 4 above.
8. Pass a continuity test, conducted by the Contractor and witnessed by the Engineer of Record (EOR) and The Town of
Prescott Valley. The EOR shall provide a certification of passing to the contractor and Town.
9. To pass a continuity test, the following conditions must be met:
1. Continuity test shall be performed by using a metallic locator with audible tone and numeric values for certification of facility
locations and shall be identifiable between access points.
2. The wire shall be accessible at all access points and from access point to access point.
3. Depth readings must be accurate and consistent to within 15 (depth to diameter ratio).
4. Access points that are widely spaced can be traced in worst case from each end to a common metting point between them.
10. Contractor must provide EOR and Town with the following:
1. Sample of wire.
2. Sample of connector.
3. Invoice copy showing purchase of wire and connector. Continued next page
DATE: 07-18-13
APPROVED BY:
DRAFTED BY: RDP
SCALE: NTS
SHEET # 1 of 2
”
” ”
DATE: 07-18-13
APPROVED BY:
DRAFTED BY: RDP
SCALE: NTS
SHEET # 2 of 2
DATE: 07-18-13
APPROVED BY:
DRAFTED BY: RDP
SCALE: NTS
SHEET # 1 of 1
DATE: 07-18-13
APPROVED BY:
DRAFTED BY: RDP
SCALE: NTS
SHEET # 1 of 1
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
GE
NE
RA
L N
OT
ES
&
S
TA
ND
AR
D D
ET
AILS
SECTION 630
{Sewer Construction Notes}
631.1 ADEQ -
ADEQ requirements must be complied with. A specific note referencing AAC R18-4-502, latest revision,
must be on plans that will be approved by ADEQ or their delegated reviewer (Yavapai County).
631.2 Clearance -
Utility clearances shall be maintained in accordance per applicable PVSD.
631.3 Separation -
Water, reclaimed water, and sanitary sewer separation / protection shall be in accordance per applicable
PVSD.
631.4 Crossings -
At locations where water/sewer/reclaimed utilities cross, reference AAC and any applicable PVSDs for
guidance.
631.5 Air Tests -
Sewer line low pressure air tests shall be done on all lines pursuant to American Society for Testing and
Materials (ASTM) Standards.
631.6 Vacuum Tests -
Sewer manhole vacuum testing is required on all new or replacement manholes in accordance with
applicable PVSD.
631.7 Deflection Tests -
Sewer line deflection tests shall be done on all PVC lines according to manufacturer's recommendations.
631.8 Bury Depth -
DIP must be used for bury depth greater than 10 feet.
631.9 Trace Wire -
Trace wire, continuity test and detectable tape required per applicable PVSD.
631.10 ASTM -
PVC sewer pipe and fittings shall be installed pursuant to ASTM standards.
631.11 Manhole Construction -
Sewer manhole construction shall be in accordance per applicable PVSD and AAC regulations.
631.12 Sewer Line Sag -
Allowable sewer line sag (SAG) is specified per Table 1 - Corrective Action Requirements for SAG.
Table 1 - Corrective Action Requirements for SAG
601.13 Polywrap -
Install Polywrap DIP piping and appurtenances per MAG.
631.14 Paving Restrictions -
No paving, road-base, cover, etc. shall occur until sewer infrastructure meets SAG and vacuum / low
pressure air testing requirements.
631.15 Cleaning and TV Inspection -
Prior to final acceptance, the contractor shall be responsible for cleaning and TV inspection of sewer
infrastructure per applicable PVSD. The Town and EOR shall receive copies of applicable documentation for
review. The EOR shall:
1. Determine if the required procedures and subsequent documentation were complied with
2. Review the documentation and findings for compliance with Town Standards
3. Submit a report to the Town with regard to disposition. The Town will review the EOR supplied
report to determine if the product is acceptable prior to project release.
631.16 Groundwater -
If groundwater or other unsuitable conditions are encountered during construction, the EOR and the Town
must be notified and a resolution acceptable to all parties must be agreed on before work continues.
631.17 Manhole Taps -
No sewer service taps will be allowed into a manhole.
631.18 Roach Control -
All new, replacement or refurbished manholes shall be coated with Insecta ® Contact Pesticide, or approved
equal, per pesticide manufacturer's instructions.
631.19 ConmicShield® -
New or replacement manholes and appurtenances shall be constructed with ConmicShield®, a liquid
antibacterial additive if infrastructure: 1) is within 4,000 feet of force main discharge, 2) manholes have pipe
diameters of 18 inches and greater, 3) manhole is located on a smaller tributary line that is within 200 feet of
a manhole with a pipe diameter of 18 inches and greater, 4) a manhole receiving flow from a sewer line that
has a slope of 10% or greater, and 5) is subject to, in the opinion of the Town, of creating unacceptable
amounts of hydrogen sulfide gas. Specifics concerning ConmicShield® are noted per applicable PVSD.
AN.
COMMENTS BY TOWN
OF PRESCOTT VALLEY
PLM
09/04/141
9
/
0
4
/
1
4
General Construction Notes
103.1 Standard Documents -
All work to complete the construction covered by these plans shall be in accordance with the latest revision
and supplements to:
The Town Design and Construction Standards (TDCS)
Specific Development Agreements
Town Code
Town of Prescott Valley Standard Detail (PVSD)
Maricopa Association of Governments (MAG) Standards and
Other Standards Listed In The TDCS.
103.2 Laws & Licenses -
The contractor must:
Comply with all local, county, state, and federal laws and regulations applicable to the construction
covered by these plans and possess a current Town of Prescott Valley Business License.
103.3 Environmental Controls -
The following Arizona Department of Environmental Quality (ADEQ) requirements shall be complied with:
A Storm Water Pollution Prevention Plan (SWPPP) is required under The Arizona Pollutant Discharge
Elimination System General Permit (AZPDES) for all projects that involve disturbance of an area that is
more than 1 acre and shall be submitted to the Town for review. This should include a list of Best
Management Practices (BMPs) and should be in book/binder form.
A Notice of Intent (NOI) must be submitted to ADEQ that references the SWPPP.
A Notice of Termination (NOT) shall be submitted to ADEQ once 70% of disturbed land has been
successfully re-vegetated following project completion.
The Town shall receive notification and copies when the NOI and NOT have been submitted to ADEQ.
103.4 SWPPP -
The SWPPP required per Section 209 of the TDCS shall be submitted by the Operator of the construction
site according to guidelines set forth by ADEQ. The Operator can be the owner, developer, general contractor
or individual contractor responsible for operational control.
103.5 Permits -
The owner is responsible for obtaining and complying with all permits required to complete all work covered
by these plans. A separate permit will be required for any construction extending beyond the construction site
property boundary. A Town Right-of-Way (ROW) permit will be required for all construction within public
ROW.
103.6 Quantities -
Any quantities shown on plans are not verified by the Town .
103.7 Plan Revisions -
All revisions to original plans must be approved by the Engineer of Record (EOR) and the Town prior to
construction. Decisions regarding changes which can be made in the field or at the discretion of the EOR in
consultation with the Town versus those which require formal approval by Town engineering staff shall be
discussed during the pre-construction conference. Any work not based on approved revisions is subject to
removal and/or replacement at no expense to the Town.
103.8 Traffic Control Plan -
Contractor is responsible for submitting a traffic control plan to the Town as needed to perform construction
activities. Submittal shall be made at least five Town working days (excluding holidays) prior to
commencement of construction. Construction cannot begin until Town approval of the plan is granted. The
dynamic nature of traffic related activities may require modification of an approved plan based on Town
analysis. If so, the contractor will
modify the traffic control plan at no expense to the Town.
103.9 Dust Control -
The contractor shall keep suitable equipment on hand at the job site for maintenance and dust control, and
shall control dust as directed by the appropriate agencies, including the Town at no expense to the Town.
103.10 Site Cleanliness -
The contractor shall keep all roadway pavement, curb and gutter pavement, and sidewalk pavement surfaces
free of debris, construction materials, etc during construction and at completion of construction.
103.11 Site Safety -
The contractor is responsible for ensuring that construction trenches, holes, depressions, etc. are not left
exposed at the end of a work shift. Traffic plates, or other security measures, must be utilized to ensure safe
passage over or around all hazards. The contractor shall barricade the construction site when the site is
unattended.
103.12 Excess Materials -
Contractor is responsible for all project generated excess. This includes, but is not limited to:
The removal, transport, permitting, disposal, etc. of any excess vegetation, spoils, materials, debris, etc.
generated by a project and any associated costs.
Spoils must also be cleared from roadways, pathways, open ground, etc. at the end of a work shift if
they inhibit conveyance or if safety within the project limits would be compromised.
Expenses related to excavation and spoil services are the responsibility of the contractor.
103.13 Utility Conflicts -
Contractors are responsible for verifying all utilities and underground conflicts in accordance with Arizona
Administrative Code (AAC) regulations. This includes:
Excavation of existing infrastructure to ensure location, size, fittings, depth, alignment, etc.
Excavation of areas for new infrastructure to ensure location, size, fittings, depth, alignment, etc.
Excavation of areas to determine conflicts with other utilities or infrastructure, etc.
103.14 Blue Stake -
Blue Stake locating services must be performed in advance of any construction and contractor shall
observe all possible precautions to avoid any damage to such. The contractor shall contact Arizona Blue
Stake two working days (48 hours) prior to commencement of construction. Call 1-800-STAKE-IT
(1-800-782-5348). The EOR and/or owner will not guarantee any locations as shown on these plans or
those omitted from same. Should any location or elevation differ from that shown on these plans, the
contractor shall contact the owner's agent for coordination.
103.15 Utility Abandonment -
Abandonment in place of public utility lines shall be at the discretion of the Town and shall be in
accordance per applicable PVSD for Abandoned Utilities.
103.16 Asbestos Cement Pipe -
Maintenance, repair or replacement of existing Asbestos Cement Pipe shall be in accordance per
applicable PVSD.
103.17 Sewer Inspections -
For any construction adjacent to or crossing existing sewer lines, the contractor shall complete a pre and
post DVD video inspection per applicable PVSD. Adjacent in this section is defined as less than a 2 foot
horizontal separation from new construction. The video inspection shall occur from the next adjacent
upstream and downstream manholes beyond all construction activity. If evidence of debris or damage is
found, contractor shall make all necessary repairs and additional video inspection , as determined by the
Town, shall be completed.
103.18 Utility Repairs -
The contractor is responsible for repairing damage to existing utilities and/or facilities incurred during any
construction operations.
103.19 Inspections -
The contractor shall notify the EOR and Town Public Works Department (928-759-3070) at least two
working days (48 hours) in advance of construction for inspection.
103.20 Utility Testing -
Water, gravity sewer, forced sewer, reclaimed water and storm line testing shall not be accepted unless
testing occurs after all underground disturbances and construction is complete . Pre-completion tests are
allowed, if the contractor desires such activity, but the Town will not recognize the validity of said tests.
103.21 Made in the USA -
Infrastructure added to the Town system shall be manufactured, assembled or otherwise produced in the
United States unless otherwise approved by the Town.
103.22 Utility Adjustments -
All frames, covers, valve boxes, and manholes inside the paved surface shall be adjusted to finished
grade upon completion of paving or related construction. All frames, covers, and valve boxes outside a
paved surface shall be adjusted between 6 and 8 inches above finished grade upon completion of related
construction.
103.23 Defective Materials -
All work and materials which do not conform to the required standards, codes and agreements are
subject to removal and replacement at no expense to the Town.
103.24 Inspections-
Inspection shall be performed by a qualified representative of an engineer licensed in the State of
Arizona. The degree of inspection will be determined at the pre-construction conference. Inspection must
meet all requirements set forth by ADEQ, the State of Arizona, the Town and shall be certified by the
EOR. The Town will complete oversight inspection only. The EOR shall provide all certifications and
other documentation to the Town prior to acceptance by the Town.
103.25 Plan Expiration -
All plans signed/approved by the Town are null and void one year from date of signature if construction
has not started unless otherwise approved by the Town.
103.27 Construction Staking -
The contractor shall make no claim against the owner, the EOR or surveyor regarding the inaccuracy of
construction stakes set forth by the EOR or surveyor, unless all survey stakes set by the EOR or
surveyor are maintained intact and can be verified as
to their origin. If, in the opinion of the EOR, the stakes are not maintained intact and cannot be verified
as to their origin, any remedial work required to correct any item shall be performed at the sole expense
of the responsible contractor or subcontractor.
103.26 Warranty -
The contractor and/or developer shall provide a warranty for any public project or any project that will be
given to the public per agreement(s). The Town's definition of a warranty includes any workmanship,
labor, materials, equipment, sales tax, etc. required to restore a project to acceptance criteria as defined
by the plan. The warranty period lasts for a minimum of two (2) years from the date of Town acceptance
of project completion. All warranty work shall also conform to all portions of the applicable TDCS.
103.27 Project Quantities -
Quantities and site conditions depicted in these plans are for informational purposes only and may be subject
to errors and omissions. Contractors shall satisfy themselves as to actual quantities and site conditions prior
to bidding the work for the construction covered by these plans. If any discrepancies in quantities or site
conditions are found, the contractor shall notify the EOR. The Town does not warrant any quantities shown
on the plans.
103.28 Notifications -
Contractor shall notify the EOR and/or surveyor two working days (48 hours) in advance of any construction
to schedule staking.
s 103.29Construction Schedule -
The contractor shall provide sufficient personnel and equipment on the job at all times during construction to
comply with the construction schedule, and specifications to complete work.
103.30 Construction Contract -
Nothing contained in the construction contract documents shall create, nor shall be construed to create, any
contractual relationship between the EOR and the contractor or any subcontractor.
103.31 Means and Methods -
Neither the Town nor the EOR will be responsible for construction means, methods, techniques, sequences,
procedures, safety precautions or programs utilized in connection with the work. Neither the Town nor the
EOR will be responsible for the contractor's failure to carry out the work in accordance with the contract
documents.
103.32 The EOR will not guarantee any elevations or locations of existing underground utilities shown on these
plans. Field verification by the contractor will be the sole responsibility of the contractor and shall be verified
as deemed necessary by the contractor. Damage resulting from failure to adequately locate utilities, and take
necessary precautions to protect them, will be the contractor's responsibility to correct at no expense to the
Town of Prescott Valley.
103.33 Deficiencies or Discrepancies -
Failure of the Town to detect deficiencies or discrepancies in the design or construction of these plans shall in
no way relieve the developer, EOR or the contractor from their responsibility to conform to all Town
requirements.
103.34 Prior to bidding the work, the contractor shall thoroughly satisfy himself as to the actual conditions, earthwork
quantities, requirements of work and deficiencies in earthwork quantities should they exist. No claim shall be
made against the Town or EOR for any excess or deficiency therein, actual or relative.
103.35 These plans are subject to Interpretation of Intent by the EOR. All questions regarding these plans shall be
presented to the EOR for clarification in concordance with the TDCS.
103.36 Construction Water -
The contractor must request a hydrant meter from the Town for site construction, filling and testing of
waterlines. The meter should be ordered 2 working days prior to the start of construction. The unlawful
removal of water from a fire hydrant or any other source is a violation of the Municipal Code, punishable by
fine and/or imprisonment.
103.37 As-Builts -
“AS-Built” drawings, certified by the EOR, shall be submitted and approved prior to issuance of a building
“Certificate of Occupancy”.
103.38 Landscape -
All existing landscape including trees, shrubs and irrigation systems that are designated to remain or are not
part of this project, and are damaged during construction, will be replaced in like kind at the expense of the
contractor.
103.39
SWPPP -
The plans shall be amended as necessary during the course of construction to resolve any problem areas,
which become evident during construction, routine inspections, and/or periods of rainfall. If it is determined
that current controls are not effective at minimizing pollutant discharges from the site, immediate efforts shall
be made to correct the problem within 72 hours and/or prior to the next rain event. The amended plan shall
be maintained on-site.
I. 103.40 Portable Toilets -
II. No construction material, including portable toilets shall be stored on any portion of any street, sidewalk,
right-of-way or easement; or within 50' of any drainage way.
III. 103.41 Trash and Debris -
IV. The site shall at all times remain free of loose trash and debris. Appropriately sized covered waste
receptacles shall be provided onsite and stored a minimum of 50' from any drainage way or drainage inlet.
---------------------------------------------------------END OF SECTION---------------------------------------------------------
SECTION 201
{GRADING & Drainage Notes}
201.1 Permits -
The following apply:
An on-site grading permit is required.
A separate permit is required for any off site grading.
201.2 Inspections -
Prior to final acceptance, the contractor shall be responsible for cleaning, visual and/or TV inspection of
storm drainage infrastructure per applicable PVSD. The Town and EOR shall receive copies of
applicable documentation for review.
The EOR shall:
Determine if the required procedures and subsequent documentation were complied with
Review all documentation and findings for compliance with Town Standards
Submit a report to the Town with regard to disposition.
The Town will review the EOR supplied report to determine if the product is acceptable prior to project
final acceptance.
201.3 On Site Materials -
The grading contractor shall designate a location for wasting spoil materials and a letter from the property
owner giving permission for said disposal prior to starting on-site construction.
201.4 Easements -
No structure of any kind shall be constructed and/or any vegetation planted or allowed to grow within, on
or over any drainage easement which would obstruct or divert the flow of storm water.
---------------------------------------------------------END OF SECTION----------------------------------------------------
SECTION 301
{Transportation Notes}
301.1 Sweeping -
No project will be considered ready for final acceptance until all curb, roadways, medians, sidewalks and
any other impacted ROW areas have been swept clean of all dirt and debris.
301.2 Subgrade Inspection -
Base course shall not be placed on subgrade until subgrade requirements have been inspected and
accepted by the EOR.
301.3 Utility Work -
No ABC placement or paving construction shall be started until all underground utilities work within the
roadway prism are completed and tested.
301.4 Asphalt Concrete -
All AC shall be C-3/4 “smooth mix” as per applicable MAG Specifications, unless another specification is
approved by the Town. Mix design shall be submitted prior to start of construction.
301.5 Traffic Control -
A Traffic Control Plan shall be submitted to the Town's Public Works Operations Manager. Traffic Control
shall meet approval prior to construction.
---------------------------------------------------------END OF SECTION---------------------------------------------------------
SHEET ADDED
1
SECOND
STREET
S
1
3
°
8
' 2
0
" E
- 2
3
3
.9
1
'
S
1
3
°
8
' 2
0
" W
- 2
3
3
.9
1
'
S
7
6
°
5
1
' 4
0
" W
- 3
7
2
.0
0
'
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
1. TYPICALLY INDICATES EXISTING UNDERGROUND ELECTRICAL LINE.
2. TYPICALLY INDICATES EXISTING UNDERGROUND WATER LINE.
3. TYPICALLY INDICATES EXISTING UNDERGROUND GAS LINE.
4. TYPICALLY INDICATES EXISTING UNDERGROUND SANITARY SEWER.
5. TYPICALLY INDICATES EXISTING UNDERGROUND CABLE TV LINE.
6. EXISTING ROADWAY
7. EXISTING ASPHALT PARKING LOT.
8. EXISTING SHED.
9. EXISTING DETENTION AREA.
10. EXISTING FUEL TANKS.
11. TYPICALLY INDICATES EXISTING UNDERGROUND TELEPHONE.
12. EXISTING DUMPSTER AREA.
13. PROPOSED PARKING SPACES
14. PROPOSED VAN ACCESSIBLE ADA PARKING SPACE W/ STRIPED
ACCESS AISLE. REFER TO GRADING AND DRAINAGE PLAN.
15. PROPOSED NEW ASPHALT AREA. REFER TO GRADING AND DRAINAGE
PLAN.
16. PROPOSED CONCRETE APRON AREA. REFER TO GRADING &
DRAINAGE PLAN.
17. EXISTING OFFICE.
18. EXISTING 200 AMP SERVICE ENTRANCE SECTION & METER.
19. EXISTING TELEPHONE SERVICE.
20. EXISTING (2) 100 AMP ELECTRICAL SUB PANELS.
21. EXISTING CABLE TV RISER.
22. EXISTING TELEPHONE RISER.
23. EXISTING ELECTRICAL TRANSFORMERS.
24. EXISTING ELECTRICAL SWITCHING CABINET.
25. EXISTING WATER METER.
26. EXISTING RPZ BACKFLOW PREVENTER.
27. EXISTING 8'-0" HIGH CMU WALL.
28. EXISTING 8'-0" HIGH SLATTED CHAIN LINK FENCE.
29. EXISTING 6'-0" HIGH SLATTED CHAIN LINK FENCE.
30. EXISTING LANDSCAPE AREA.
31. EXISTING UNDERGROUND CABLE TV SERVICE.
32. PROPOSED 3/4" SCHEDULE 40 PVC UNDERGROUND WATER LINE
33. PROPOSED SAND OIL SEPARATOR BELOW SLAB, REFER TO PLUMBING
PLANS
34. PROPOSED TRENCH DRAIN, REFER TO PLUMBING PLANS
35. POINT OF CONNECTION FOR 4" SDR 35 PVC SEWER LINE. TAP INTO
EXISTING MAIN SEWER LINE IN ACCORDANCE WITH TOWN OF
PRESCOTT VALLEY REQUIREMENTS AND MAG 440-1 STANDARD
DETAIL, PVSD 395-1, PVSD 270-1, & PVSD 270-2, REFER TO PLUMBING
PLANS.
36. PROPOSED 2" DB 120 UNDERGROUND CABLE TV SERVICE
37. PROPOSED 2" DB 120 UNDERGROUND PHONE SERVICE
38. PROPOSED GAS METER & REGULATOR
39. PROPOSED UNDERGROUND GAS LINE CONNECTION TO EXISTING
MAIN.
40. PROPOSED DB 120 UNDERGROUND ELECTRICAL LINE, REFER TO
ELECTRICAL PLANS.
41. SAWCUT AND REMOVE 45'-0" LONG PORTION OF EXISTING CMU WALL.
42. EXISTING GRAVEL AREA.
43. EXISTING GRAVEL AREA TO BE PAVED, REFER TO GRADING AND
DRAINAGE PLAN.
44. POINT OF CONNECTION FOR DOMESTIC WATER LINE.
45. PROVIDE TWO-WAY SEWER CLEAN OUT AND BACKWATER VALVE,
REFER TO PLUMBING PLANS, & PVSD 440-2A.
46. PROVIDE MONITORING MANHOLE PER MAG 420-1A & PVSD 422-1.
AR
CH
IT
EC
TU
RA
L U
TILIT
IE
S S
IT
E P
LA
N
Legend:
TYPICALLY INDICATES PROPOSED
CONCRETE - REFER TO ARCHITECTURAL
SITE PLAN
TYPICALLY INDICATES EXISTING
CONCRETE
EXISTING UNDERGROUND GAS LINE
EXISTING UNDERGROUND SANITARY
SEWER LINE
PROPOSED UNDERGROUND SANITARY
SEWER LINE
EXISTING UNDERGROUND WATER LINE
PROPOSED UNDERGROUND WATER LINE
TYPICALLY INDICATES EXISTING
ASPHALT
CALL TWO WORKING DAYS
BEFORE YOU DIG
1-800-STAKE-IT
1-800-782-5348
(OUTSIDE MARICOPA COUNTY)
TYPICALLY INDICATES PROPOSED
BUILDING
TYPICALLY INDICATES PROPOSED
ASPHALT
EXISTING UNDERGROUND TV LINE
EXISTING UNDERGROUND ELECTRICAL
LINE
1
2
3
11
4
4
5
5
6
6
7
7
8
9
10
12
43
14
15
16
16
17
18
19
31
20
21
22
23
24
25
26
27
28
29
30
30
30
27
EXISTING UNDERGROUND PHONE LINE
15
32
33
34
3637
38
39
PROPOSED UNDERGROUND GAS LINE
PROPOSED UNDERGROUND TV LINE
PROPOSED UNDERGROUND
ELECTRICAL LINE
PROPOSED UNDERGROUND PHONE LINE
TYPICALLY INDICATES EXISTING GRAVEL
SURFACE
TYPICALLY INDICATES EXISTING GRAVEL
SURFACE TO BE PAVED WITH ASPHALT
36
36
37
37
2
1
11
3
2
41
42
42
42
13
35
44
2
40
40
45
PROPOSED
BUILDING
COMMENTS BY TOWN PLM
09/04/141OF PRESCOTT VALLEY
1
1
1
46
SECOND
STREET
S
1
3
°
8
' 2
0
" E
- 2
3
3
.9
1
'
S
1
3
°
8
' 2
0
" W
- 2
3
3
.9
1
'
S
7
6
°
5
1
' 4
0
" W
- 3
7
2
.0
0
'
100.00
99.83
100.48100.58
100.37
99.97
100.5
99.4399.53
99.73
99.01
98.63
98.28
99.13
98.58
98.71
100.105
100.51
100.91
1
3
'-6
"
2
0
'-0
"
3
3
'-6
"
5
'-0
"
1
1
'-0
"
3
4
'-0
"
2
0
'-0
"
2
4
'-0
"
2
0
'-0
"
6
9
'-4
"
9
'-0
"
5
0
'-0
"
100.00
100.00
100.00
100.25
100.60
100.00
99.99
99.95
99.90
99.90
1
0
'-0
"
FFE
100.00
100.00
99.80
99.80
99.80
99.00
98.58
98.28
99.97
99.94
99.90
99.50
99.00
98.60
98.40
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Legend:
TYPICALLY INDICATES EXISTING
SURFACE SPOT ELEVATION
TYPICALLY INDICATES DRAINAGE
FLOW DIRECTION
TYPICALLY INDICATES PROPOSED
SURFACE SPOT ELEVATION
TYPICALLY INDICATES NEW
CONCRETE SURFACE AREA
TYPICALLY INDICATES PROPOSED
ASPHALT PAVED SURFACE AREA
5574.50
TYPICALLY INDICATES NEW BUILDING
534.40
1. TYPICALLY INDICATES NEW 4"ASPHALT OVER 8" THICK COMPACTED ABC
OR EXISTING ASPHALT AS OCCURS.
2. TYPICALLY INDICATES EXISTING ASPHALT PAVED AREA.
3. TYPICALLY INDICATES EXISTING GRAVEL AREA TO REMAIN.
4. STRIPE NEW PARKING AREA AS INDICATED.
5. PROVIDE CAST IN PLACE CONCRETE PARKING BUMPERS TYP. AT EACH
SPACE.
6. SAWCUT EXISTING ASPHALT AND REMOVE EXISTING ASPHALT, AS
REQUIRED APPLY TACK FOR NEW PAVED AREA.
7. STRIPE ACCESS AISLE AS INDICATED.
8. ADA PARKING SPACE, PROVIDE PAINTED SYMBOL OF ACCESSIBILITY.
9. SAWCUT AND DEMOLISH 45'-0" SECTION OF EXISTING CMU WALL.
10. PROVIDE NEW CAST IN PLACE CONCRETE APRONS. CONCRETE TO BE 6"
THICK WITH #4 REBAR AT 3'-0" O.C. EACH WAY.
11. EXISTING DETENTION BASIN.
12. EXISTING SHED
13. EXISTING FUEL TANKS.
14. EXISTING FUEL PUMPS.
15. EXISTING DUMPSTER.
16. EXISTING OFFICE BUILDING.
17. PROVIDE 5'-0" WIDE COMPACTED ABC SHOULDER TO SLOPE BACK TO
EXISTING GRADE OF DRAINAGE DITCH.
18. PROVIDE SAW CUT NEAT LINE FOR MATCHING EXISTING PAVEMENT,
PROVIDE TACK OIL, & COMPACT ABC SUBGRADE TO 95% OF MAXIMUM
DENSITY, PER LATEST MAG STANDARDS.
19. EXPAND EXISTING DRAINAGE DETENTION BASIN TO SIZE SHOWN, MATCH
EXISTING DEPTH & WIDTH, MATCH EXISTING RIP RAP.
20. PROJECT BENCHMARK IS EXISTING SEWER MANHOLE
AR
CH
IT
EC
TU
RA
L G
RA
DIN
G &
D
RA
IN
AG
E S
IT
E
PLA
N
CALL TWO WORKING DAYS
BEFORE YOU DIG
1-800-STAKE-IT
1-800-782-5348
(OUTSIDE MARICOPA COUNTY)
TYPICALLY INDICATES EXISTING GRAVEL
TO BE PAVED
TYPICALLY INDICATES EXISTING GRAVEL
1
1
1
2
2
2
3
3
3
4
4
5
5
6
6
6
7
8
9
10
11
12
12
14
14
15
15
TYPICALLY INDICATES EXISTING
ASPHALT SURFACE AREA
TYPICALLY INDICATES EXISTING BUILDING
10
1
17
18
COMMENTS BY TOWN PLM
09/04/141OF PRESCOTT VALLEY
1
1
19
±
1
3
'-0
"
±
8
'-0
"
1
DETENTION BASIN CALCULATION
55,374 SF EXISTING IMPERVIOUS AREA
1, 028 SF EXISTING DETENTION AREA
5,575 SF NEW IMPERVIOUS AREA
60,749 SF TOTAL NEW AND EXISTING IMPERVIOUS AREA
55,374 SF 1,028 SF
60,749 SF X
X = 1,127 SF (TOTAL NEW DETENTION REQUIRED)
1,127 SF - 1,028 SF = 99 SF (ADDITIONAL AREA NEEDED)
=
1
20
NOTES:
2.
3.
(3)
#10 X 3/4" LONG SHEET METAL
OR DETAILS. CONNECT WITH
STUDS WHERE SHOWN ON PLAN
MULTIPLE OR INTERSECTING
UNPUNCHED STEEL STUD
TRACK - ATTACHMENT
REQUIRED 1/2" DIA. EXPANSION
BOLTS AT 48" O.C. (2 MINIMUM)
OR 3/8" X 3/4" LONG POWDER
DRIVEN PINS AT 12" O.C.
FASTENER SHALL HAVE I.C.B.O.
REPORT FOR SAME INSTALLATION.
STEEL STUD.1.
5.
4.
(8)
(2)
6.
7.
8.
(4)
STUDS 1 ROW OF SCREWS.
SPACING. AT INTERSECTING
STUD BLOCKING.
AT DOUBLE STUDS.
#10 X 3/4" LONG SHEET METAL
SCREWS EACH SIDE, EACH STUD.
2 #10 X 3/4" LONG SHEET
METAL SCREWS.
4 #10 X 3/4" LONG SHEET
METAL SCREWS.
#10 X 3/4" LONG SHEET
METAL SCREWS AT 12" O.C.
SCREWS AT 24" O.C. STAGGERED
(5)(5)
(1)
(7)
(6)
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
Scale: 1/8"=1'-0"
North
1. STRUCTURAL STEEL METAL BUILDING COLUMN, REFER TO STRUCTURAL
DRAWINGS.
2. 12'-0" X 14'-0" ELECTRICALLY OPERATED STEEL COIL UP DOOR, REFER TO
DOOR SCHEDULE.
3. 4" Ø CONCRETE FILLED STEEL BOLLARD, REFER TO DETAIL A2/A2.0
4. STEEL FLOOR GRATE, TO SAND OIL SEPARATOR, REFER TO PLUMBING
DRAWINGS.
5. CONCRETE APRON, REFER TO GRADING AND DRAINAGE PLANS.
6. SLOPE CONCRETE FLOOR TO STEEL GRATE 1/8" : 1'-0"
7. JANITOR SINK, REFER TO PLUMBING PLANS.
8. SERVICE SINK, REFER TO PLUMBING PLANS.
9. ADA COMPLIANT SURFACE MOUNTED MIRROR, REFER TO INTERIOR
ELEVATIONS.
10. BOTTLED WATER DISPENSER, BY OWNER.
11. ADA COMPLIANT WATER CLOSET, REFER TO PLUMBING PLANS.
12. ADA COMPLIANT STAINLESS STEEL GRAB BARS, PROVIDE SOLID BLOCKING
IN WALLS, REFER TO INTERIOR ELEVATIONS.
13. SURFACE MOUNTED TOILET TISSUE DISPENSER, REFER TO INTERIOR
ELEVATIONS.
14. SURFACE MOUNTED PAPER TOWEL DISPENSER, REFER TO INTERIOR
ELEVATIONS.
15. 6" CONCRETE SLAB W/ #4 REBAR @ 3'-0" O.C. EACH WAY OVER 4"
COMPACTED ABC. REFER TO STRUCTURAL PLANS.
16. WALL MOUNTED LAVATORY, INSULATE PIPES, REFER TO INTERIOR
ELEVATIONS, AND PLUMBING PLANS.
17. SURFACE MOUNTED ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS.
18. SURFACE MOUNTED PHONE SERVICE BOX LOCATION.
19. SURFACE MOUNTED CABLE TV SERVICE BOX LOCATION.
20. 12" X 12' VCT FLOORING
21. FINISHED CEILING HEIGHT OF UNISEX RESTROOM IS 8'-0" HIGH. PROVIDE 8"
22 GA STEEL STUD JOISTS ABOVE RESTROOM @ 16" O.C. W/ 1/2" OSB
SHEATHING. PROVIDE ELECTRIC WATER HEATER ABOVE RESTROOM
CEILING, REFER TO B2/A3.0.
22. AIR COMPRESSOR BY OWNER.
23. 12" Ø CONCRETE FILLED STEEL BOLLARD, 10'-0" LONG. BOLLARD TO BE
PLACED IN 3'-0" Ø FOOTING @ 4'-0" DEEP.
24. PROVIDE 1-1/2" X 1/4" FLAT STRAP GRATE. PLACE STRAPS @ 1" O.C.
25. TRAFFIC RATED SAND/OIL INTERCEPTOR. REFER TO PLUMBING PLANS.
26. INSTALL MONITORING MANHOLE PER MAG 420-1A AND PVSD 422-1, REFER TO
PLUMBING PLANS, AND STANDARD DETAILS..
RE
FE
RE
NC
E / D
IM
EN
SIO
N / W
ALL T
YP
ES
P
LA
N
Scale: 1/4"=1'-0"
North
20'-0"
23'-4"
23'-4"
23'-4"
70'-0"
8'-0" 5'-0" 12'-0" 4'-0" 12'-0" 4'-0"
10'-0"
45'-0"
8'-4" 12'-0" 4'-0" 12'-0" 4'-0"4'-0"5'-0"
50'-0"
4'-9"
1'-10"
7'-4"
101
MAINTENANCE
SHOP
102
UNISEX
RESTROOM
33'-6"
102
UNISEX
RESTROOM
1'-8" 1'-6"4'-6"
1
1
2
2 2
3
3
4
5
5
6
8
7
10
11
12
13
12
2'-7"
8"
8"
16
9
14
Wall Types Legend:DETAIL B2/A1.0
REFER TO FRAMING
EXTERIOR METAL BUILDING WALL:
PROVIDE EXTERIOR METAL BUILDING
SIDING PANELS OVER 8" HORIZONTAL
GIRTS. PROVIDE R-11 VINYL BACKED,
METAL BUILDING INSULATION AT
INTERIOR W/ 8'-0" HIGH METAL WALL
LINER PANELS.
3-5/8" STUD WALL: PROVIDE 3-
5
8
" 25 GA.
STEEL STUDS AT 2'-0" O.C. PROVIDE R-11
UNFACED BATT INSULATION. REFER TO
ROOM FINISH SCHEDULE FOR FINISHES.
6" STUD WALL: PROVIDE 6" 25 GA. STEEL
STUDS AT 2'-0" O.C. PROVIDE R-19
UNFACED BATT INSULATION. REFER TO
ROOM FINISH SCHEDULE FOR FINISHES.
Scale: NTS
17
18
19
20
21
1/8" : 1'-0"
(TYP)
22
7'-4"
25
24
23
23
22
26
COMMENTS BY TOWN PLM
09/04/141OF PRESCOTT VALLEY
1
1
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
12
1
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
12
1
8'-0"
4'-0"
2'-0"
1'-6"
8'-0"
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
Scale: 1/2"=1'-0"
1. METAL BUILDING RIGID FRAME, REFER TO STRUCTURAL DRAWINGS.
2. METAL BUILDING 'Z' GIRT, REFER TO STRUCTURAL DRAWINGS.
3. R-11 VINYL BACKED METAL BUILDING INSULATION.
4. CONCRETE FOUNDATION, REFER TO STRUCTURAL DRAWINGS.
5. 6" CONCRETE SLAB WITH #4 REBAR @ 3'-0" O.C. OVER 4" COMPACTED ABC,
REFER TO STRUCTURAL DRAWINGS.
6. 'PBA' METAL BUILDING SIDING PANELS.
7. R-11 UNFACED, 6" WIDE BATT INSULATION.
8. 8'-0" HIGH 'R' PANEL LINER SYSTEM.
9. HOLLOW METAL DOOR, REFER TO DOOR SCHEDULE.
10. R-19 VINYL FACED BATT CUT TO FIT BETWEEN PURLINS INSULATION WITH
WIRES AT 2'-0" O.C.
11. 'PBR' METAL BUILDING ROOFING PANELS.
12. PRE-FINISHED SHEET METAL GUTTER.
13. ASPHALT PAVING, REFER TO GRADING AND DRAINAGE PLAN.
14. UNDISTURBED NATIVE SOIL, OR COMPACTED BACKFILL, REFER TO
STRUCTURAL PLANS.
15. 12'-0" X 14'-0" COIL UP STEEL DOOR, ELECTRICALLY OPERATED.
16. METAL BUILDING 'Z' ROOF PURLIN.
17. PRE-FINISHED SHEET METAL DOWNSPOUT.
BU
ILD
IN
G S
EC
TIO
N
101
MAINTENANCE
SHOP
1
2
3
4
5
6
8
9
1
10
11
12
13
14
15
16
8
8
Scale: 3/4"=1'-0"
1. 6'-0" LONG, 4" Ø STEEL PIPE,
PRIMED AND PAINTED
2. FILL PIPE WITH CONCRETE
& ROUND TOP
3. CONCRETE SLAB
4. COMPACTED ABC
5. CONCRETE FOOTING
6. COMPACTED BACKFILL
2
1
5
4
3
6
Scale: 3/4"=1'-0"
1. STEEL STUD WALL AS
SCHEDULED, REFER TO
WALL TYPES.
2. CONCRETE FLOOR.
3. 1/2" OSB SHEATHING.
4. 1-5/8" X 8" 20 GA STEEL
JOISTS @ 16" O.C.
5. 5/8" GPDW CEILING AT
UNISEX RESTROOM.
6. GPDW 'L' TRIM
1
2
3
4
5
17
7
6
8
8
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
12
1
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
12
1
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
FINISH FLOOR
+ 100.00'
EAVE HEIGHT
+ 116.00'
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
Scale: 1/8"=1'-0"
EX
TE
RIO
R E
LE
VA
TIO
NS
1
Scale: 1/8"=1'-0"
Scale: 1/8"=1'-0" Scale: 1/8"=1'-0"
2
1
2
3
3
6
4
56 4
1
3
5
1
3
6
12
79 8
10
10
Roof Drain Leader Sizes:ROOF AREA :
PER 2006 IPC SECTION 1106 (TABLE 1106.2)
3150 S.F / 4 =786 S.F. PER LEADER
786 S.F.. x 3" RAINFALL P.H. = (1) 2" DIA. LDR. REQ'D.
(4) 4"x4" LEADERS PROV'D.
Roof Gutter Sizes: @ 1/2 : 12 SLOPE PER 2006 IPC SECTION 1106 (TABLE 1106.6)
ROOF AREA : 3,150 S.F. / 2 = 1575 S.F.
1,575 S.F. x 3" RAINFALL P.H. = 5" SEMI-CIRCULAR GUTTER REQ'D.
6"x6" GUTTER PROV'D.
11
11
11
11
10
10
7
77
7
M-2
M-2
12
12
12
ALL EXIT DOORS & HARDWARE SHALL COMPLY WITH THE 2012 I.B.C.
DOOR THRESHOLDS SHALL HAVE A MAX HEIGHT OF 1/2" FOR H.C. ACCESSIBILITY. THRESHOLD SHALL HAVE A
MAXIMUM RISE OF 1/4" AND 1/2" RISE WHEN BEVELED WITH MAXIMUM 1:2 SLOPE.
ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING.
ALL INTERIOR DOORS SHALL BE OPERABLE FOR EMERGENCY EXITING PURPOSES WITHOUT THE USE OF A KEY,
SPECIAL KNOWLEDGE NOR EFFORT.
ALL GLAZING WITHIN 24" OF OPENINGS SHALL BE SAFETY GLASS.
IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN
OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE
LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR.
DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE
A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING,
OR TWISTING OF THE WRIST TO OPERATE. HARDWARE REQUIRED FOR DOOR PASSAGE SHALL BE MOUNTED NO
HIGHER THAN 48" ABOVE FINISH FLOOR.
DOOR OPENING FORCE SHALL BE: 5lbf MAX INTERIOR HINGED, SLIDING OR FOLDING DOORS; FIRE DOORS SHALL
HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY.
NOTE: 1.
2.
3.
4.
5.
6.
7.
8.
T
E
Y
FINISHMATL. MATL. FINISH
COMMENTS
FRAMEDOOR
P
SIZENO.
Door Schedule:
Door Hardware Schedule:
H-1 ENTRY / EXIT DOORS - ADA COMPLIANT LEVER HANDLE LOCKSET, CHAIN STOP, ADA COMPLIANT
THRESHOLD, WEATHERSTRIPING, HINGES, SWEEP
7'-0"
2"
7'-2"
2"
3'-0"
2"
3'-4"
H-2 SLIDE BOLTS
12'-0"
3'-0" x 7'-0" A H.M. PAINT H.M. PAINT H-1
14'-0"
12'-0" x 14'-0" B STEEL PAINT STEEL PAINT COIL UP DOOR, ELEC. MTR. OPERATED, H-2
12'-0" x 14'-0" B STEEL PAINT STEEL PAINT COIL UP DOOR, ELEC. MTR. OPERATED, H-2
12'-0" x 14'-0" B STEEL PAINT STEEL PAINT COIL UP DOOR, ELEC. MTR. OPERATED, H-2
12'-0" x 14'-0" B STEEL PAINT STEEL PAINT COIL UP DOOR, ELEC. MTR. OPERATED, H-2
3'-0" x 7'-0" A H.M. PAINT H.M. PAINT H-1
3'-0" x 7'-0" A H.M. PAINT H.M. PAINT H-1
CODE MATERIAL MANUFACTURER DESCRIPTION LOCATION
SERIES COLOR DIMENSION
M-1 METAL BUILDING WALL PANEL
Exterior / Interior Material & Finish Schedule:
M-2 METAL BUILDING ROOF PANEL
D-1 HOLLOW METAL DOOR (18 GA)
WHM-1 WELDED HOLLOW METAL FRAMES
D-2 STEEL ROLL-UP DOOR
26 GA PBR PANEL
26 GA PBA PANEL
MBCI
MBCI 3'-0" WIDE
3'-0" WIDE EXTERIOR ROOF
EXTERIOR WALLS
EXTERIOR ENTRANCE DOORS
EXTERIOR DOORS
EXTERIOR WALK DOORS
CHI OVERHEAD DOOR CO.
PAINT TO MATCH EXTERIOR
P-1 PAINT - EXTERIOR SHERWIN WILLIAMS
SIDING PANELS
EXTERIOR OF STEEL ROLL-UP DOOR
6000 / SERIES 12'-0" WIDE X 14'-0" TALL
18GA
CURRIES (OR EQUAL)
CURRIES (OR EQUAL)
16 GA
CCW REFER TO DOOR TYPES
607 SERIES
-NA- -NA-
P-2 PAINT - EXTERIOR SHERWIN WILLIAMS SW 6906
CITRUS
-NA- -NA-
PROTECTIVE BOLLARDS
EXTERIOR HM DOORS
REFER TO DOOR TYPES
ELECTRIC MOTOR
M-3 6" X 6" GUTTER
4" X 4" DOWNSPOUT
MBCI EXTERIOR EAVE & WALLS & TRIM6" X 6" GUTTER
4" X 4" DOWNSPOUT
26 GA
HM FRAMES
RAKE TRIM / CORNER TRIM
PAINT TO MATCH EXTERIOR
SIDING PANELS
Scale: 1/4"=1'-0"
VCT-1 VINYL COMPOSITION TILE MANNINGTON TO BE DETERMINEDNA 1/8" X 12" X 12"
UNISEX RESTROOM FLOOR
FRP-1 FIBERGLASS REINFORCED PLASTIC PANEL CRANE COMPOSITES OR EQUAL SANDSTONEINNOVATIVE FINISHES 4'-0" X 8'-0"
UNISEX RESTROOM WALLS
P-3 PAINT - INTERIOR SHERWIN WILLIAMS SW
DOVER WHITE
-NA- -NA-
INTERIOR GPDW WALLS
M-4 METAL BUILDING LINER PANEL 26 GA PBR PANELMBCI 18" WIDE INTERIOR WALLS AT MAINTENANCE
COTTON WHITE (1130)
SHOP
PAINT TO MATCH EXTERIOR
SIDING PANELS
X
JANITOR SINK AREA
TO BE DETERMINED
TO BE DETERMINED
TO BE DETERMINED
TO BE DETERMINED
OR EQUAL
CB-1 RUBBER COVE BASE ROPPE NA TO BE DETERMINED 6"
UNISEX RESTROOM WALLS
JANITOR SINK AREA
Scale: 3"=1'-0" Scale: 3"=1'-0"
Scale: 3"=1'-0" Scale: 3"=1'-0"
Scale: 3"=1'-0"
METAL BUILDING
WALL BEYOND
REFER TO WALL
TYPES PLAN
DOOR SWEEP &
ADA COMPLIANT
THRESHOLD
CONCRETE SLAB
WELDED HOLLOW
METAL FRAME
BEYOND
WRAP PRE-FINISHED
SHEET METAL TRIM
AROUND JAMB
ROLL UP DOOR
TRACK
ROLL UP DOOR
METAL BUILDING
WALL
REFER TO WALL
TYPES PLAN
EXTERIOR METAL BUILDING
PANEL
LINER PANEL
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
MA
TE
RIA
LS
S
CH
ED
ULE
/ D
OO
R S
CH
ED
ULE
/
DO
OR
D
ET
AILS
Scale: 1/4"=1'-0" Scale: 1/4"=1'-0"Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" Scale: 1/4"=1'-0"
8'-0"
4'-0"
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P.
C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93Pr
esco
tt, A
Z 8
6304
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NE
W M
AIN
TE
NA
NC
E B
UILD
IN
G F
OR
BE
NN
ET
T O
IL C
OM
PA
NY
PR
ES
CO
TT
V
ALLE
Y, A
Z
BYREVISIONS
DR
AW
ING
:
PRO
JEC
T:
PLM
WAK
08/15/14
AS NOTED
8
/
1
5
/
1
4
IN
TE
RIO
R E
LE
VA
TIO
NS
48" M
AX
.
40" M
AX
.
34" M
AX
.
27" M
IN
.
MIN
11"
MIN
8"
17"-24"
9" M
IN
.
MIRROR
PAPER TOWEL
DISPENSER
7"-9"
12"42"
17"-19"
19"-26"
48" M
AX
.
SEAT COVER DISPENSER
33"-36"
29" M
AX
.
18"
36"6"
PROVIDE SOLID
BLOCKING IN WALL
FOR GRAB BARS
FIN. FLR.
Scale: 1/2"=1'-0"
1
2
3
4
11
1
2
6
7
1
2
8
1
6
8
9
10
3
4
5
12
14
2
1
13
5
39" - 40"
18"
39" - 41"
10
2
Grade Beam # 5's
6" Slab
4" ABC
1'-0"
3'-6"
3'-0"M
in
Min
Cont. Top & Bot.
#4 @ 36" Ea. Way
Cold Joint (If Desired)
TYPICAL GRADE BEAM1
Grade Beam # 5's
6" Slab
4" ABC
4 @ #5 Ea Way
3'-6"
# 4 Ties
4 @ #4
Min M
in
1'-0"
2'-0"
3'-6"
Sq.
2" Project6" Embed
5/8" Ø x 8" A307 (4)
2 FRAME FOUNDATION
#4 @ 3' Ea Way
DIM LINE
W14 x 30
W10 X 12
C8 x 2 1/2 x 14 Ga
3/4" Ø x 10" A36 (4)
5/8" Ø x 10" A36 (4)
2.5" Project
2" Project
7.5" Embed
8" Embed
CORNER COLSJAMB COL
FRAME COLS
4"
4"
3"
3"
5"
4"
4"
4"
4"
1 1/2" 3" 1 1/2"
1/8
3/8" Pl x 5" x 10"
1/4" Pl x 6" x 8"
1/2" Pl x 6.75" x 1'-2"
5/8" Ø x 10" A36 (2)2" Project8" Embed
5
6
7
A R C H
I T E C T U R E & P L A I G
W. Alan K
ens on &
Associates , P.C.
P 928-443-5812
F 928-443-5815
P.O
. Box 11593
Prescott, AZ 86304
email: [email protected]
www.kenson-associates.com
NEW MAINTENANCE BUILDING FOR
BENNETT OIL COMPANY
PRESCOTT VALLEY, AZ
BYREVISIONS
DRAW
I G:
PROJECT:
DRAWN BY
DATE
SCALE
CHECKED BY
JOB NO.
SHEET
These drawings are the property of W. Alan Kenson & Associates P.C., and may not be reproduced in any way without the written consent of W. Alan Kenson & Associates, P.C.
lar
utcu
rtS(
reeni
gnE lanoisseforP deretsige
R )
ARIZONA, U.S.A.
10330
JOHN JAMES
GLANCY
.O
N ETACIFITREC
dengiS
et
aD
..................
..
8/08/14
Expires 12/31/14
ROOF FRAMING PLANFOUNDATION PLAN
1
Foundations 3'-0" Minimumbelow grade to bear on LeanConcrete Fill extending toBearing Layer 4.5' to 5' belowExisting Grade.
12'-0"
4'-0"
12'-0"
4'-0"
13'-0"
12'-0"
12'-0"
4'-0"
4'-0"
23'-4" 23'-4"23'-4"
13'-0"
22
33
44
BB
AA
11
70'-0"
45'-0"
Sheet Roof with 26 Ga "PBR" Panels. Attach to Cross Framing with #12 TEKSat 1'-0" c-c and edges and sidelaps with#12 TEKS at 1'-6" c-c. Use #12 TEKS at 6" c-c all panel ends
ES8x5x14 Ga ES8x5x14 Ga
ES8x5x14 Ga ES8x5x14 GaES8x5x14 Ga
ES8x5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
Z8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
Z8x2.5x14 Ga
6" Slab w/ Fibermesh and #4at 36" c-c ea. way over 4" ABCover 20" Engineered Fill.
Track Channel for exteriorsheeting and interior linerpanel attachment.
2' 3-1/2" Lap
W10 X 12
W16 X 31
W16 X 31
W10 X 122
4" 4"4"
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
Z8x2.5x14 Ga Z8x2.5x14 GaZ8x2.5x14 Ga
45'-0"
70'-0"
23'-4" 23'-4"23'-4"
GENERAL NOTES:Code - 2012 IBC Seismic Category CWind - V3s = 115 MPH (Exposure C)Roof Deck - Fy = 60 ksiWall Panels - Fy = 60 ksiLight Gage C & Z - Fy = 57 ksi Per LSGI ManualStruct Steel - Fy = 36 ksi U.N.O. (A36)Steel Beams - Fy - 50 ksi (A992-Gr 50)Welds - 70 ksi Ult StrengthReinforcing - Fy = 60 ksi (A615-Gr 60 - Gr 40 O.K. #3 & #4)Concrete - F'c = 3000 psi Quality (2500 psi Design)Soil - 2500 PSF Per ETC Report No. 8412Roof Live Load - 30 psf (Snow)Roof Dead Load - 3 psfCollateral Load - 2 psfWind Design Per ASCE7 Method 2
#4 @ 36" Ea Way
6" Slab
4" ABC
Pit Section3
2'-8"
2'-8"
8"
L1 1/2 x 1 1/2 x 1/4
3/8" x 4" Studsat 2'-0" c-c
8"
STRUCTURAL ENGINEER:GLANCY ENGINEERING2928 N 44TH LANEPHOENIX, AZ 85031
STRUCTURAL PLANS & DETAILS
S1.0
Z8
2'-3 1/2" LAP
3/16 PL X 6 X 7
1/2" Ø A307
(WHERE SHOWN ON FRAME SECTION)
L2 X 2 X 1/8
PURLIN AT FRAME8
163
8"
5
5
5
3
1/8"/12 Slope
Per ETC Soil Report existing soil to 4.5' or 5'Depth is expansive Clay. Spread FootingsShall be Placed on Lean Concrete Fill to theDepth of the Bearing Layer. Remove ExistingSoil and Replace with "1-Sack" Lean Concreteto Approximately 3'-0" Below Finish Grade.Replace top 20" of Existing Soil Under Slabson Grade with Engineered Fill Compacted to95% Density. Add 4" ABC and vapor barrierunder slab.
Min.
Slope Bottom at 1/8"/Ft
#4's
Track Channel4
Chnl8x2x16 Ga
Low Velocity Fasteners@ 1'-6" c-c (.170" Ø)
4
8"
1/4
1/4
See Architectural Drawings for Information Not Shown
88Sim.
7
7
7
7
7
7
7
7
5
SIDEWALL LINE B
234 1
70'-0"
ES8x5x14 Ga ES8x5x14 GaES8x5x14 Ga
W10 X 12
W14 X 30
W14 X 30
W10 X 12
4" 4"
16'-0"
23'-4" 23'-4"23'-4" A R C H
I T E C T U R E & P L A I G
W. Alan K
ens on &
Associates , P.C.
P 928-443-5812
F 928-443-5815
P.O
. Box 11593
Prescott, AZ 86304
email: [email protected]
www.kenson-associates.com
NEW MAINTENANCE BUILDING FOR
BENNETT OIL COMPANY
PRESCOTT VALLEY, AZ
BYREVISIONS
DRAW
I G:
PROJECT:
DRAWN BY
DATE
SCALE
CHECKED BY
JOB NO.
SHEET
These drawings are the property of W. Alan Kenson & Associates P.C., and may not be reproduced in any way without the written consent of W. Alan Kenson & Associates, P.C.
lar
utcurt
S( re
enignE lanoisseforP deretsi
geR )
ARIZONA, U.S.A.
10330
JOHN JAMES
GLANCY
.O
N ETACIFITREC
dengiS
etaD
..................
..
Expires 12/31/14
Z8x2.5x16 Ga Z8x2.5x16 GaZ8x2.5x16 Ga
Z8x2.5x16 Ga Z8x2.5x16 GaZ8x2.5x16 Ga
Z8x2.5x16 Ga Z8x2.5x16 GaZ8x2.5x16 Ga
SIDEWALL LINE A
2 3 41
70'-0"
Sheet Walls with 26 Ga "PBR" Panels. Attach to Cross Framing with #12 TEKSat 1'-0" c-c and edges and sidelaps with#12 TEKS at 1'-6" c-c. Use #12 TEKS at 6" c-c all panel ends. Line Interior 8' Highwith 26 Ga "PBR" Panels. Attach as above.
ES8x5x14 Ga ES8x5x14 Ga
Chnl 8 x 2 x 16 Ga
ES8x5x14 Ga
W10 X 12
W14 X 30
W14 X 30
W10 X 12
4" 4"
16'-0"
23'-4" 23'-4"23'-4"
Z8x2.5x16 Ga Z8x2.5x16 GaZ8x2.5x16 Ga
Z8x2.5x16 GaZ8x2.5x16 Ga
Z8x2.5x16 Ga
Z8x2.5x16 Ga Z8x2.5x16 GaZ8x2.5x16 Ga4'-0"
4'-0"
4'-0"
4'-0"
16'-0"
45'-0"
4'-0"
4'-0"
4'-0"
4'-0"
16'-0"
45'-0"
4'-0"
3'-4"
4'-8"
4'-0"
16'-0"
45'-0"
4'-0" 12'-0" 4'-0" 12'-0" 13'-0"
13'-0" 12'-0" 4'-0" 12'-0" 4'-0"
ELEVATION LINE 1
ELEVATION LINE 4
FRAME LINE 2 OR 3
7'-4"
7'-4"
Chnl 8 x 2 x 16 Ga Chnl 8 x 2 x 16 Ga
Chnl 8 x 2 x 16 GaChnl 8 x 2 x 16 Ga Chnl 8 x 2 x 16 Ga
W16x31 W16x31
W14x30
W14x30
4'-0"
4'-0"
4'-0"
4'-0"
16'-0"
4'-0"
4'-0"
4'-0"
4'-0"
16'-0"
4'-0"
4'-0"
4'-0"
STRUCTURAL ENGINEER:GLANCY ENGINEERING2928 N 44TH LANEPHOENIX, AZ 85031 S2.0
STRUCTURAL ELEVATIONS & DETAILS
W10x12
W10x12
W10x12
C8x2.5x16 Ga C8x2.5x16 Ga
C8x2.5x14 Ga
C8x2.5x14 Ga
C8x2.5x14 Ga
C8x2.5x14 Ga
C8x2.5x14 Ga
C8x2.5x14 Ga
C8x2.5x14 Ga
C8x2.5x14 Ga
C8x2.5x16 Ga C8x2.5x16 Ga
W10x12
All Girts Z8x2.5x16 Ga
All Girts Z8x2.5x16 Ga
112
112
112
8/08/14
See Architectural Drawings for Information Not Shown
9
6S1
8S1
8S1
1/2" A307
W16x31
W14x30
1/4"
3/8" Stf NS & FS
3/8" Pl - Notch for Extension
3 3/8
3 3/8
1'-0 1/8"
7/8" A3253-1/2" Ga.
3/4" Pl x 6 3/4" x 1'-9 3/4"
1/4" Pl x 6 x 6
1/4"1/4"
3/8"3/8"
3/8"45
FRAME HAUNCH9
9
Sim.
W10 X 12
L2x2x16 Ga
Z8
Z8
3/16 PL x 6 x 7
3/16 PL x 3 x 6
2 @ #12 SDS Ea End
5/8" A3252 1/4" Ga.
2 5/8"
2 5/8"
7 1/8"
1/4" Pl x 6 x 6
1/4" Pl x 5 - Notch for Extension
1/2" A307
1/4" Stf NS & FS
W10x12
W10x121/2" Pl x 5 x 1'-2 1/4"
1/4"1/4"
3/16"3/16"
3/16"
FRAME HAUNCH10
10
W10 X 12
3/16" STF NS & FS
3/16 PL x 3 x 6
C8
1/2" A307
3/16"
3/16"
JAMB TO RAFTER11
11
GIRTS AT CORNER12
10Sim.
8S1
Sim.
12
C8
1/8" BENT PL
Z8Z8 or C8
2 21
2
22
2 1
1
5
Girts at CEE Column13
1/2" Ø A307
13
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P
.C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93P
resc
ott,
AZ
863
04
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NEW
MAI
NTE
NAN
CE
BU
ILD
ING
FO
RB
ENN
ETT
OIL
CO
MPA
NY
PR
ESC
OTT
VA
LLEY
, AZ
BYREVISIONS
DR
AW
ING
:
PR
OJE
CT
:
JWS
WMO
07/17/14
AS NOTED
Surprise, AZ 8537910922 N. 153 Ln.
Prescott, AZ 86301611 West Delano Ave
(928) 443.7353 #14083Project
(623) 444-6143
ME
CH
AN
ICA
L FL
OO
R P
LAN
EXHAUST DUCTMATERIAL SCHEDULE
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P
.C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93P
resc
ott,
AZ
863
04
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NEW
MAI
NTE
NAN
CE
BU
ILD
ING
FO
RB
ENN
ETT
OIL
CO
MPA
NY
PR
ESC
OTT
VA
LLEY
, AZ
BYREVISIONS
DR
AW
ING
:
PR
OJE
CT
:
JWS
WMO
07/17/14
AS NOTED
Surprise, AZ 8537910922 N. 153 Ln.
Prescott, AZ 86301611 West Delano Ave
(928) 443.7353 #14083Project
(623) 444-6143
MEC
HA
NIC
AL
SCH
EDU
LES
EXHAUST FAN SCHEDULE
UNIT HEATER SCHEDULE
ELECTRIC HEATER SCHEDULE
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P
.C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93P
resc
ott,
AZ
863
04
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NEW
MAI
NTE
NAN
CE
BU
ILD
ING
FO
RB
ENN
ETT
OIL
CO
MPA
NY
PR
ESC
OTT
VA
LLEY
, AZ
BYREVISIONS
DR
AW
ING
:
PR
OJE
CT
:
JWS
WMO
07/17/14
AS NOTED
Surprise, AZ 8537910922 N. 153 Ln.
Prescott, AZ 86301611 West Delano Ave
(928) 443.7353 #14083Project
(623) 444-6143
MEC
HA
NIC
AL
DE
TAIL
S
GAS FIRED UNIT HEATER
CEILING MOUNTEDEXHAUST FAN DETAIL
VEHICLE EXHAUST DETAIL #2
VEHICLE EXHAUST DETAIL #1
AVOIDPREFERRED
AVOIDACCECPTABLEPREFERRED
EXHAUST DUCT BRANCH ENTRIES
ECCENTRIC REDUCERCENTERLINE REDUCER
EXHAUST DUCT REDUCERS
KEYNOTES
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P
.C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93P
resc
ott,
AZ
863
04
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NEW
MAI
NTE
NAN
CE
BU
ILD
ING
FO
RB
ENN
ETT
OIL
CO
MPA
NY
PR
ESC
OTT
VA
LLEY
, AZ
BYREVISIONS
DR
AW
ING
:
PR
OJE
CT
:
JWS
WMO
07/17/14
AS NOTED
Surprise, AZ 8537910922 N. 153 Ln.
Prescott, AZ 86301611 West Delano Ave
(928) 443.7353 #14083Project
(623) 444-6143
PLU
MB
ING
FLO
OR
PLA
N &
SC
HEM
ATIC
S
ELECTRIC WATER HEATER DETAIL
A R
C H
I T
E C
T U
R E
& P
L A
N N
I N
G
W. A
lan
Ken
son
& A
ssoc
iate
s, P
.C.
P 9
28-4
43-5
812
F 9
28-4
43-5
815
P.O
. Box
115
93P
resc
ott,
AZ
863
04
emai
l: w
aka@
cabl
eone
.net
ww
w.k
enso
n-as
soci
ates
.com
NEW
MAI
NTE
NAN
CE
BU
ILD
ING
FO
RB
ENN
ETT
OIL
CO
MPA
NY
PR
ESC
OTT
VA
LLEY
, AZ
BYREVISIONS
DR
AW
ING
:
PR
OJE
CT
:
JWS
WMO
07/17/14
AS NOTED
Surprise, AZ 8537910922 N. 153 Ln.
Prescott, AZ 86301611 West Delano Ave
(928) 443.7353 #14083Project
(623) 444-6143
ELECTRIC WATER HEATER SCHEDULE
REMARKS
FIXTURE CONNECTION SCHEDULEMARK DESCRIPTION W V CW HW
PLUMBING FIXTURE SPECIFICATIONSSYMBOL DESCRIPTION
PLU
MB
ING
SC
HE
DU
LES,
SPE
CS
., D
ETAI
LS
WASTEF.U. EACH
FIXTURE UNIT CALCULATIONSDESCRIPTION QTY
WATERWASTEWATERTOTAL F.U.