HomeMy WebLinkAboutPLANS - 23-00173 - Beehive Federal Credit UnionN
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A101
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N
E F
S
WB
N1
E1
S1
W1
B1 F1
ADDITIONAL FINISH NOTES
PLAN SOUTH WALL FINISH
BASE FINISH
PLAN WEST WALL FINISH PLAN NORTH WALL FINISH
FLOOR FINISH
ADDITIONAL FINISH NOTES
PLAN EAST WALL FINISH
300 STOREFRONT TYPE TAG
9.6A-1
WALL'S FIRE RATING - HR
UNIQUE WALL TYPE
CONFIGURATION
STRUCTURAL MATERIAL
TYPE - CSI DIVISIONS
STRUCTURAL MATERIAL
WIDTH
VICINITY MAP: REXBURG, IDAHO
PROJECT LOCATION
HWY 20
HWY 332ND EASTMOODY ROAD
DESIGN TEAM
OWNER
ARCHITECT
CIVIL ENGINEERS
LANDSCAPE ARCHITECT
STRUCTURAL ENGINEERS
MECHANICAL ENGINEERS
ELECTRICAL ENGINEERS
BEEHIVE FEDERAL CREDIT UNION
CRAIG GUMMOW - CEO
1087 ERIKSON DRIVE
REXBURG, IDAHO 83440
PHONE: (208) 656-1000
NBW ARCHITECTS P.A.
990 JOHN ADAMS PARKWAY
IDAHO FALLS, IDAHO 83401
PHONE: (208) 522-8779
FAX: (208) 522-8785
CONNECT ENGINEERING
2295 N YELLOWSTONE HWY, STE #6
IDAHO FALLS, IDAHO 83401
PHONE: (208) 881-0081
BRECKON LAND DESIGN
6661 N. GLENWOOD ST
GARDEN CITY, IDAHO 83714
PHONE: (208) 376-5153
FROST STRUCTURAL ENGINEERING
1020 E. LINCOLN RD.
IDAHO FALLS, IDAHO 83401
PHONE: (208) 227-8404
ENGINEERED SYSTEMS ASSOCIATES
1355 EAST CENTER ST.
POCATELLO, IDAHO 83201
PHONE: (208) 233-0501
FAX: (208) 233-0529
PAYNE ENGINEERING, INC.
1823 EAST CENTER ST.
POCATELLO, IDAHO 83201
PHONE: (208) 232-4439
FAX: (208) 232-1435
ABBREVIATIONS
# - NUMBER OR POUND
& - AND
A.F.F. - ABOVE FINISH FLOOR
AL - ALUMINUM
ALUM. - ALUMINUM
B.O. - BOTTOM OF
CMU - CONCRETE MASONRY UNIT
CONC. - CONCRETE
CONT. - CONTINUOUS
DEMO. - DEMOLITION OR DEMOLISH
DIA. - DIAMETER
DN - DOWN
EA. - EACH
EIFS - EXTERIOR INSULATION & FINISHING SYSTEM
ELEC. - ELECTRICAL
ELEV. - ELEVATION
EQ. - EQUAL
EQUIP. - EQUIPMENT
EXT. - EXTERIOR
F.F. - FINISH FLOOR
FRP - FIBERGLASS REINFORCED PLASTIC
GA. - GAUGE
GYP. - GYPSUM
H.M. - HOLLOW METAL
HR - HOUR
HVAC - HEATING, VENTILATING, & AIR CONDITION
I.D. - INSIDE DIAMETER
I.M.P. - INSULATED METAL PANEL
INSUL. - INSULATION
INT. - INTERIOR
MAX. - MAXIMUM
MECH. - MECHANICAL
MFR - MANUFACTURER
MIN. - MINIMUM
N.I.C. - NOT IN CONTRACT
NO. - NUMBER
O.C. - ON CENTER
O.D. - OUTSIDE DIAMETER
PLY - PLYWOOD
PLUM. - PLUMBING
PVC - POLYVINYL CHLORIDE
RCP - REFLECTED CEILING PLAN
REQ'D - REQUIRED
SIM. - SIMILAR
SPM - SINGLE PLY MEMBRANE
STOR. - STORAGE
STRUCT. - STRUCTURAL
T.O. - TOP OF
TYP. - TYPICAL
U.N.O. - UNLESS NOTED OTHERWISE
W/ - WITH
W.C. - WATER CLOSET
WD - WOOD ID A HOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSH
LADITNO
O
RENCI ESADCIETHCPROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 9:15:34 AM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtG1.0
22021 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.GENERAL INFORMATIONAPRIL 2023NEW BUILDING FOR:REXBURG, IDAHO 83440NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
CJR
GLN
DRAWING INDEX
GENERAL
G1.0 GENERAL INFORMATION
G1.1 CODE ANALYSIS
G1.2 ANSI STANDARDS
CIVIL
C1.00 COVER
C2.00 NOTES
C3.00 REFERENCE SHEET
C4.00 EXISTING CONDITIONS
C5.00 GENERAL LAYOUT
C6.00 UTILITY LAYOUT
C7.00 GRADING
C8.00 DETAILS
C9.00 DETAILS 2
C10.0 STORMTECH DETAILS
C11.0 EROSION CONTROL
LANDSCAPE
L1.1 LANDSCAPE PLAN
L1.5 LANDSCAPE DETAILS
L2.1 IRRIGATION PLAN
L2.5 IRRIGATION DETAILS
L2.6 IRRIGATION DETAILS
SITE DESIGN
SP1.1 SITE PLAN - HORIZONTAL CONTROL
SP2.1 SITE DETAILS
SP2.2 SITE DETAILS
SP2.3 SITE DETAILS
ARCHITECTURAL
A1.0 WALL AND ROOF TYPES
A1.1 DIMENSION PLAN
A1.2 ANNOTATION PLAN
A1.3 REFLECTED CEILING PLAN
A1.4 SIGNAGE, FLOOR FINISHED, AND DETAILS
A1.5 OWNER FURNISHED PLAN
A2.1 BUILDING ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 BUILDING SECTIONS
A3.3 3D SECTIONS
A4.1 WALL SECTION
A4.2 WALL SECTIONS
A4.3 WALL SECTIONS
A4.4 ENLARGED SECTIONS AND ELEVATION
A5.1 ENLARGED PLANS AND ELEVATIONS
A5.2 ENLARGED PLANS, ELEVATIONS, AND SECTIONS
A5.3 CASEWORK DETAILS
A5.4 FLOOR PLAN DETAILS
A6.1 DOOR SCHEDULE & ELEVATIONS
A6.2 DOOR AND WINDOW DETAILS
A7.1 ROOF PLAN
A7.2 ROOF DETAILS
PROJECT PERSPECTIVE
DRAWING INDEX
STRUCTURAL
S1.0 GENERAL STRUCTURAL NOTES
S1.1 SPECIAL INSPECTIONS
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S2.0 FOUNDATION PLAN
S2.1 LOWER ROOF FRAMING PLAN
S2.2 UPPER ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S3.1 FOUNDATION DETAILS
S4.0 ROOF FRAMING DETAILS
S4.1 ROOF FRAMING DETAILS
S4.2 ROOF FRAMING DETAILS
S4.3 ROOF FRAMING DETAILS
MECHANICAL
M1.0 MECHANICAL FOUNDATION PLAN
M1.1 MECHANICAL FLOOR PLAN
M2.1 MECHANICAL DETAILS
M3.1 EQUIPMENT SCHEDULE AND DETAILS
PLUMBING
P1.0 PLUMBING FOUNDATION PLAN
P1.1 PIPING FLOOR PLAN
P2.1 PLUMBING DETAILS AND DIAGRAMS
ELECTRICAL
E0.0 ELECTRICAL SYMBOLS AND DETAILS
E0.1 ELECTRICAL SITE PLAN
E1.0 LIGHTING PLAN
E2.0 POWER/DATA PLAN
E3.0 POWER RISER AND SCHEDULE
E3.1 ELECTRICAL SCHEDULES AND DETAILS
CODE ANALYSISRELEVANT CODES:BUILDING/STRUCTURAL: 2018 IBCELECTRICAL: 2017 NECPLUMBING:2017 IPCMECHANICAL:2018 IMCFIRE:2018 IFCENERGY:2018 IECCBUILDING OCCUPANCY:B -BUSINESS RISK CATEGORY (1604.5)RISK CATEGORY IICONSTRUCTION TYPE:TYPE V-B, NON-PROTECTED NON FIRE SPRINKLEDALLOWABLE HEIGHT AND AREA:ALLOWEDSTORIES -2 AREA -9,000 SQFT HEIGHT -40'ACTUALSTORIES -1 AREA -2,676 SQFT HEIGHT -21'-6"AREA BY OCCUPANCY GROUP:MAIN LEVELB2,676 SQFTTOTAL2,676SQFTFIRE RESISTANCE HOUR-RATING FOR BUILDING ELEMENTS (TABLE 601):TYPE V-B, ALL ELEMENTS -0-HROCCUPANT EGRESS WIDTH:EGRESS WIDTH 29 X 0.2 = 5.8" REQ'D OR 36" MIN. -108" PROVIDED (1005.3.2)TRAVEL DISTANCE200' MAXIMUM -72' ACTUALCOMMON PATHOL ≤30, NS = 100FT MAX. // ACTUAL = 37'-0" // NOTE: 2ND EXIT IS NOT REQ'D, BUT IS PROVIDEDDEAD END CORRIDORNOT APPLICABLEADA TELLER SERVICE COUNTER:ADA MEMBERS TO RECEIVE BANKING SERVICES IN ADJACENT OFFICES WHERE DESKS MEET HEIGHT REQUIREMENT.BUILDING INFORMATION:HEIGHT OF BUILDING: 21'-6"NUMBER OF STORIES: 1WATER CLOSET COUNT:(TOILET ROOMS TO UNISEX)OCC.LOADCODEREQ'DPROVIDEDB-MALE141/25 (1st 50)11B-FEMALE151/2511LAVATORY COUNT:OCC.LOADCODEREQ'DPROVIDEDB-MALE141/40 (1st 80)11B-FEMALE151/40 (1st 80)11DRINKING FOUNTAIN COUNT:OCC.LOADCODEREQ'DPROVIDEDB291/10011SERVICE SINK COUNT:OCC.LOADCODEREQ'DPROVIDEDBNANA 11ZONING REQUIREMENTS:LAND USE: CBCREQUIRED PARKING STALLS = 3 PARKING STALL PER 1000 SQ. FT.(2,676 / 1000) = 2.67 * 3 = 9 STALLS // ACTUAL PROVIDED = 25 STALLSREQUIRED ADA STALLS: 1 -25 = 1// ACTUAL PROVIDED = 1 ADA STALL1BMANAGER1031BOFFICE 11042BDRIVE-THRU1069ABREAK1071BTOILET1181BTOILET1171SI.T.1161SMECH.1111SJAN./STOR.1121BOFFICE 21131BOFFICE 31151BHALLWAY1087BMAIN LOBBY10217121BVESTIBULE101OCCUPANCY LOAD PLAN KEYACCESSORY 300 GROSS SBUSINESS 150 GROSS BASSEMBLY 15 NET AAROOM NAMEROOM #30FACTOR GROSS/OCCUPANCY LOAD TYPE (SF) NET SYM. TOTAL EGRESS LOAD = 29OCCUPANT LOAD (AREA / LOAD FACTOR)OCCUPANT LOAD TYPE SYMBOL10OCCUPANT LOAD SERVED BY EXITIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:33:44 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtG1.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.CODE ANALYSISMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:3/16" = 1'-0"G1.11CODE ANALYSIS
38"52" MAX.44" MAX.44" MAX.38" MAX.18" - 48"SEE "DISPENSER AREAS" ON TOILET GRAB BAR DIMENSIONS39" - 41" 18" MIN.33" - 36"42" MIN. 12" MAX.39" - 41"WALLDISPENSER AREAS24" MIN.12" MIN.33" - 36"WALL32" MAX.48" MIN.9" MIN.60" 11"TOE SPACE6" MIN.MIN.15"ADA UNITS48" MAX.LATCH48" MAX. 48"MIRRORDISPENSERSPAPER TOWEL DISPENSERSOAPDISPENSERELECTRICHAND DRYERTOILET SEAT COVERTOILET PAPER DISPENSERTOILET GRAB BARSBABY CHANGINGTABLESIGNAGETOILET PARTITIONSSINGLE TIERLOCKERFIRE EXTINGUISHERCABINETTOILET GRAB BARSACCESSORIES MOUNTING HEIGHTSSCALE: 3/8" = 1'-0"MIN.9"27" MIN.29"34" MAX.16"-18"17"-19" 17"17" MAX.36" MAX.27" MIN.38"-43"5" MAX.15" MIN.8" MIN.11" MIN.MIN.30" CLEARLAVATORYWATER CLOSETURINAL ANDSCREENSDRINKING FOUNTAIN12"60"44" MAX"18" MIN.MIN.1 1/2"48" MAX.42" MAX.24" MIN.36" MIN.18" MIN.60" MIN.FRONT APPROACH, PULL SIDE12" MIN.*48" MIN.FRONT APPROACH, PUSH SIDE*IF BOTH CLOSER AND LATCH ARE PROVIDED36" MIN.60" MIN.HINGE APPROACH, PULL SIDE42" MIN.54" MIN.HINGE APPROACH, PULL SIDE22" MIN.42" MIN.**HINGE APPROACH, PUSH SIDE12" MIN.**IF BOTH CLOSER AND LATCH ARE PROVIDED** 48" MIN. IF BOTH CLOSER AND LATCH ARE PROVIDED24" MIN.48" MIN.*LATCH APPROACH, PULL SIDE*54" MIN. IF CLOSER IS PROVIDED42" MIN.*LATCH APPROACH, PUSH SIDE24" MIN.* 48" MIN. IF CLOSER IS PROVIDED48" MIN.FRONT APPROACH - SLIDING, FOLDING, OR NO DOOR42" MIN.SIDE APPROACH, NO DOORCLEARANCE WIDTH FOR SLIDING, FOLDING, OR HINGED DOORS32" MIN.X > 24"36" MIN.CLEARANCE WIDTH FOR DOORWAYS WITHOUT DOORS60" MIN.60" MIN.60" MIN.DOOR WIDTH 48" MIN. DOOR WIDTH60" MIN.48" MIN. DOOR WIDTHDOORS IN A SERIESDOORS SWING OUTDOORS IN A SERIESDOORS SWING INDOORS IN A SERIESDOORS SWING SAME DIRECTION90.00°48" MAX34" MIN.DOOR HARDWAREMOUNTING HEIGHTLATCH, LOCK, PULL, OR EXIT DEVICE60" MIN.56" MIN.*OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA59" FOR FLOOR MOUNT W.C.56" FOR WALL HUNG W.C.60" MIN.59" FOR FLOOR MOUNT W.C.56" FOR WALL HUNG W.C.60" MIN.42" MIN.4" MAX.55" MIN.52" MIN. OR36" MIN.60"42" MIN.CLEAR 17" - 19"48" MIN.30" MIN.CLEAR FLOOR SPACE60" MIN.TURNING CIRCLE60"60"12" 36" 12"36" 24"T-SHAPED TURNING AREA48" MIN.30" MIN.PARALLEL CLEAR FLOOR SPACE48" MIN.30" MIN.FORWARD CLEAR FLOOR SPACEPARALLEL APPROACH IN ALCOVE60" MIN.X > 15"FORWARD APPROACH IN ALCOVE36" MIN.X >24"42" MIN. X 42" MIN.48" MIN.36" MIN. X 36" MIN.60" MIN.180° TURN 180° TURN (EXCEPTION)24" MAX. 48" MIN. 24" MAX.32" MIN.36" MIN.CLEAR WIDTH FOR ACCESSIBLE ROUTEIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:33:46 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtG1.222021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ANSI STANDARDSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:3/8" = 1'-0"FIXTURE MOUNTING HEIGHTSSCALE: 3/8" = 1'-0"DOOR CLEARANCESSCALE: 3/8" = 1'-0"W.C. CLEARANCESSCALE: 3/8" = 1'-0"FLOOR CLEARANCES
STATE MAP
SITE MAP
VICINITY MAP
REXBURG, ID
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 COVERC1.00
SITE LOCATION
SURVEY NOTE:
This site plan conforms to an actual survey that was performed on the
ground by a licensed land surveyor in and for the State of Idaho. It is
the owner’s responsibility to construct all structures shown on this site
plan in accordance with said survey.
APPROVED BY ________________________DATE:____________
City of REXBURG
Sheet List Table
Sheet Number Sheet Title
C1.00 COVER
C2.00 NOTES
C3.00 REFERENCE SHEET
C4.00 EXISTING CONDITIONS
C5.00 GENERAL LAYOUT
C6.00 UTILITY LAYOUT
C7.00 GRADING
C8.00 DETAILS
C9.00 DETAILS 2
C10.0 STORMTECH DETAILS
C11.0 EROSION CONTROL
4/5/2023
City Permit Review Set 4/5/2023
CONTACTS
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 NOTESC2.00
DEPARTMENT OF ENVIRONMENTAL QUALITY
900 N SKYLINE, SUITE B
IDAHO FALLS, IDAHO 83402
(208) 528-2650
INTERMOUNTIAN GAS COMPANY
1527 HOLLIPARK DR
IDAHO FALLS IDAHO, IDAHO 83401
(208) 542-6632
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(888) 221-7070
CITY OF REXBURG
35 N 1ST E,
REXBURG, ID 83440
(208) 359-3020
APPROVED BY ________________________DATE:____________
City of REXBURG
SPARKLIGHT
1525 SHERRY DR.
IDAHO FALLS, ID 83403
(208) 523-4567
GENERAL NOTES
1.All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and
specifications set forth by the CITY OF REXBURG standard specifications and drawings, and requirements of the Idaho
Standards for Public Works Construction, (ISPWC) current edition.
2.All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth
herein, whichever is more restrictive.
3.The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on
records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the
local utility location center at least 48 hours before any excavation to request exact field locations of the utilities.
4.A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors,
Subcontractors and/or Utility Contractors shall be present.
5.All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.
6.The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainage
improvements are in place and functioning.
7.All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any
jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring,
and security within and around the construction area.
8.Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the
request of the agency and/or Engineer.
9.CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c)
placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from
the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF
REXBURG without the approval of the Project Engineer.
10.Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval.
11.Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job
without the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also
maintain a set of plans stamped with approval by the Department of Environmental Quality on site.
12.Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interior
corners are verified to be in place.
13.Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a
Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA
at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours
prior to the beginning of construction.
14.The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from
the site.
15.All measures possible shall be taken to ensure erosion control with Best Management Practices.
16.Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a
large discrepancy contact the Engineer.
17.All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way.
18.Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction.
19.All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter,
valley gutter, and sidewalk improvements.
20.CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the site
improvements meet or exceed standards and design as per the approved construction drawings.
21.To receive final acceptance, Contractor must submit copy of field plans complete with construction notes
and As-Built information, corrections, changes, etc.
22.Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result in
non-acceptance of the site by DEQ, Engineer, City etc.
23.A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT
ENGINEERING prior to the walk-thru.
24.A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the road
right-of-way not shown on these improvement drawings.
25.Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OF
REXBURG.
26.Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision.
Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments will
be reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance.
27.All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be provided at the
Contractors expense.
28.It is the contractors reasonability to know which permits are needed and obtain all construction permits including ROW for
bore.
29.Plans are intended to be printed in color for added clarity of design.
STREET CONSTRUCTION
1.All construction within public right-of-way shall conform to the current edition of the ISPWC and the CITY OF REXBURG
standards. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing
by the CITY OF REXBURG.
2.No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend.
3.Sanitary sewer and storm drain manholes, cones and structures shall be set to specified elevation by their respective contractors.
All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas
shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings
shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24)
hours prior to pouring concrete collars.
4.Contractor shall construct four inches (4") of asphalt pavement thickness at joint locations for all pavement matches.
5.All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed
watertight.
6.All work will be inspected by CONNECT ENGINEERING and monitored by the CITY OF REXBURG in accordance with the latest
edition of the "REXBURG STANDARD DRAWINGS AND SPECIFICATIONS".
7.Borrow shall be obtained from sources designated or approved in writing by the Engineer.
8.Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall
roadways be placed on frozen or objectionable material.
9.The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line.
The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum
moisture content and compacted to the minimum density required as stated in ISPWC.
10.All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The concrete mix
shall include Fly Ash for ASR mitigation. The mix design shall be approved by the engineer. All concrete shall be cured by a liquid
membrane-forming curing compound method, unless otherwise specified in writing by the Engineer.
11.The plant mix should be a 12-inch SP3 PG 58-28, 1 to 10 million design ESALs superpave hot mix asphalt design.
12.All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense.
13.A traffic control plan based on the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) shall be approved by
the CITY OF REXBURG Public Works Department prior to construction.
14.Parked equipment and stored materials shall be kept as far away from the travelway as feasible. Items
left overnight within 30 feet of the travel way shall be marked and/or protected.
WATER NOTES
1.The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water
Systems" and the current CITY OF REXBURG standard drawings and specifications.
2.The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in
conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to
current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with clas 50 DI pipe, AWWA
C-900, DR 18 PVC or Pressure Class 250 DIP.
3.All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per City of REXBURG Std. Dwgs
#600-1 and / or 600-3. Cap lines 15' inside property lines after installation of the water mains. The trenches shall be compacted to
95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested
before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services.
4.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water
main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement
is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the
crossing to prevent settling.
5.All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete
thrust blocks as shown IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
6.CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire
hydrants, and service connections.
7.Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade.
8.The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade.
9.Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less.
10.The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction
inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer.
However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall
coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation.
11.The developer's engineer shall be present during all testing of the water line.
12.The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet.
13.The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of
5-foot cover for water lines water systems and disinfection specifications shall be kept.
14.Fire hydrants or temporary blow-offs shall be installed on dead-end water lines.
15.Water lines shall not exceed 8' in depth from finished grade.
16.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved
means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be
plugged, capped, or tightly closed to prevent entry of foreign material.
17.All water main fittings to be mechanical joint; no flanged fittings.
18.A minimum of 18" vertical clearance must exist between potable and non-potable lines.
19.Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to approve or
reject. All fire hydrants shall be painted red.
20.Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits.
SEWER NOTES
1.Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction
schedule.
2.All existing utility locations and depths are approximate and shall be verified by the contractor.
3.All elevations are based on the USED DATUM.
4.Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be
constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the
engineer in the field during construction.
5.Contractor shall repave any existing paved streets disturbed during construction.
6.Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg
Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing
pipes are damaged, the affected pipe will be replaced by the contractor.
7.The developer's engineer shall be present during all testing of the sewer construction.
8.Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project.
9.The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other
pipe approved in the CITY OF REXBURG Standards.
10.All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF
REXBURG.
11.Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor.
All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be
furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete
around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall
be contacted 24 hours prior to placing concrete collars.
12.The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of
the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and
Specifications.
13.Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole
base and/or manhole channel in order to ensure a watertight seal.
14.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the
water main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry
encasement is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the
crossing to prevent settling.
15.Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The
contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be
constructed at a minimum grade of 1%.
16.Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except where
otherwise located, the sewer service lines shall be constructed as shown on plan.
17.The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet.
18.Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of
construction.
19.Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering
method shall be discussed with the engineer and approved prior to construction. Ditches and storm
drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original
state.
20.Contractor shall locate and protect all underground utilities during construction.
21.The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications,
and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the
test fails, the cost of the test and any retesting shall be paid by the
contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to
schedule the tests, backfilling, and pipe laying operation.
22.After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The
developer's engineer shall be present to witness the test.The contractor shall contact the engineer 24 hours prior to testing.
City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCTV inspection of the completed sewer.
23.The contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert
elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until he has obtained
approval from the engineer's inspector or made other arrangements for verification of service line invert elevations.
24.Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or
approved equal.
25.Service wyes shall be installed per the CITY OF REXBURG Standards.
26.Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer during
compaction work.
27.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other
approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid
section shall be plugged, capped, or tightly closed to prevent entry of foreign material.
28.All visible leaks shall be repaired - even if the leakage is below allowable limits.
29.The developer's engineer shall be present during all testing of the sewer line.
30.A minimum of 18" vertical clearance must exist between potable and non-potable lines.
ELECTRICAL NOTES
1.All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Each
utility shall be constructed to its own policy.
2.Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installed
by the Developer/Contractor.
3.All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and
36" radius elbows shall be schedule 40 pvc.
4.The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade).
Including 6" of sand bedding below and above top of conduits.
5.Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by Rocky
Mountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench that
is less than 48" deep.
6.The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except those
facilities shown to be relocated or moved per Rocky Mountain Power contractors map.
7.Coordinate all electrical construction with Rocky Mountain Power.
8.Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electrical
facilities, except those facilities inside city rights of way.
9.The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along all
Public Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase street
light assembly provided and installed by Rocky Mountain Power.
10.If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, and
installation details.
11.With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation or
(with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaks
and hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc.
12.Contact Rocky Mountain Power prior to construction.
STREET SIGNING
1. All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of
Uniform Traffic Control Devices (MUTCD) with the following exceptions:
1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed.
1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective.
Standard colors are white legend and green background except private roads, which will have a blue background.
1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted.
1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background.
1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts
shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used.
1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign.
1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially
accepted for maintenance by the CITY OF REXBURG.
4/5/2023
REFERENCES
NOTE:
NOT ALL HATCHES, LINETYPES,
REFERENCES, AND SYMBOLS ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
404-1.5 INSTALL 1.5" WATER SERVICE
504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPE
601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE
602-1
602-2 INSTALL CATCH BASIN TYPE I PER DETAIL, SHEET C8.00
706-1 INSTALL 6" STANDARD CURB AND GUTTER PER ISPWC SD - 701, SEE
SHEET C9.00
706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,
SEE ARCHITECT DRAWINGS
706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK, SEE ARCHITECT
DRAWINGS
INSTALL SD CATCH MANHOLE PER DETAIL, SHEET C8.00
SEWER
STORM
CONCRETE
1102-1 INSTALL STREET LIGHT PER ELECTRICAL PLANS - BY OTHERS
TRAFFIC SIGNAL AND
STREET LIGHTING
706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD - 709, SEE SHEET
C9.00
WATER
ACRONYMS
BTM BOTTOM
BW BOTTOM OF WALL
CB STORM DRAIN CATCH BASIN
EG EDGE OF GRAVEL
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
FF FINISH FLOOR
FG FINISH GRADE
GB GRADE BREAK
HP HIGH POINT
INV IN INVERT IN
INV OUT INVERT OUT
L LEFT
LP LOW POINT
OFF OFFSET
NTS NOT TO SCALE
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PUD PLANNED UNIT DEVELOPMENT
PUE PUBLIC UTILITY EASEMENT
PVI POINT OF VERTICAL INTERSECTION
R RIGHT
SDMH STORM DRAIN MANHOLE
SF SQUARE FEET
SSMH SANITARY SEWER MANHOLE
STA STATION
SW SIDEWALK
TBC TOP BACK OF CURB
TSW TOP OF SIDEWALK
TW TOP OF WALL
TOC TOP OF CONCRETE
TOA TOP OF ASPHALT
VG FL VALLEY GUTTER FLOW LINE
LEGEND
CONCRETE
ASPHALT
LANDSCAPING
BUILDINGS
POND HIGH WATER LINE AND GRADE BREAK
HIGH WATER LINE
CATCH BASIN
FIRE HYDRANT
STREET LIGHT
VALVE
SANITARY SEWER MANHOLE
CURB & GUTTER
BOUNDARY LINE
GRADE BREAK
SAW CUT
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
FENCE LINE
SANITARY SEWER LINE
WATERLINE
SANITARY SEWER SERVICE
WATER SERVICE
OVERHEAD POWER
GAS LINE
SURFACE CONTOUR
ASPHALT
STORM DRAIN MANHOLE
STORM DRAIN LINE
POWER POLE
SANITARY SEWER MANHOLE
POWER POLE
STORM DRAIN MANHOLE
STREET LIGHT
FIRE HYDRANT
VALVE
LOT LINE
CENTERLINE OF ROAD
CATCH BASIN
UNDERGROUND POWER
CURB & GUTTER
SANITARY SEWER LINE
WATERLINE
OVERHEAD POWER
SURFACE CONTOUR
UNDERGROUND POWER
FENCE LINE
STORM DRAIN LINE
SANITARY SEWER SERVICE
WATER SERVICE
EXISTING PROPOSED
CONCRETE
GAS LINE
COMMUNICATION COMMUNICATIONS
STREET RIGHT-OF-WAY (R/W)
EASEMENT LINE
LOT LINE
GRADE BREAK
IRRIGATION IRRIGATION
PRESSURE IRRIGATION PRESSUR IRR
**ISPWC = IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION**
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 REFERENCE SHEETC3.00
602-3 INSTALL STORMTECH MC-3500 INFILTRATION CHAMBERS PER
SHEET C9.00
504-4C INSTALL 4" CLEANOUT PER DETAIL, SHEET C8.00
706-2 INSTALL 6" VERTICAL PAVEMENT CURB WALL, SEE ARCHITECT DRAWINGS
706-T1 INSTALL CURB TRANSITION, SEE ARCHITECT DRAWINGS
APPROVED BY ________________________DATE:____________
City of REXBURG
706-J1 INSTALL CONCRETE JOINT PER ISPWC SD - 714
4/5/2023
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 EXISTING CONDITIONSC4.00
PROTECT EXISTING ASPHALT
PROTECT EXISTING CONCRETE APPROACH
PROTECT EXISTING UTILITIES
PROTECT EXISTING SIDEWALK
PROTECT EXISTING SIDEWALK
EXISTING SERVICE STUBS
(0.74 AC) 32,440 SQ FT
N SALEM ROADE MOODY ROAD
APPROVED BY ________________________DATE:____________
City of REXBURG
4/5/2023
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'100-1
404-1.5
504-4
601-12
602-1
602-2
706-1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1.5'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
PEDESTRIAN RAMP
4"' CONCRETE SIDEWALK
STREET LIGHT
602-3 STORM INFILTRATION
CHAMBERS
504-4C 4'' SEWER SERVICE
CLEANOUT
706-T1 CURB TERMINUS
706-J1 CONCRETE JOINT
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 GENERAL LAYOUTC5.00
TRASH PAD & CURB - SEE
ARCHITECT DRAWINGS
PROPOSED BUILDING
PAVE TO EXISTING APPROACH
706-S2
706-S2N SALEM ROADE MOODY ROAD
ENTRY SIGN - SEE
ARCHITECT DRAWINGS
706-R2
706-1
706-1
706-1
706-1
1102-1
1102-1
1102-1
1102-1
706-R110.00'TYP.20.00'TYP.25.00'20.00'25.00'
5.00'6.00'53.77'46.00'
51.61'
25.00'
25.00'10.33'12.33'7.33'
6.50'2.75'
13.75'
11.00'5.00'
68.71'39.38'57.28'84.77'10.00'
PARKING NOTE:
PARKING REQUIRED: 9 STALLS (3 / 1000 SQ FT)
PARKING PLANNED: 25 STALLS (1 ADA)
SITE INFO:
TOTAL AREA: 0.74 ACRES (32,440 SQ FT)
ZONE: COMMUNITY BUSINESS CENTER (CBC)
BUILDING INFO:
GROSS FLOOR AREA: 2,676.5 SQ FT
BUILDING TYPE: VB
BENCHMARK:
PP PK NAIL
EASTING: 758781.7710
NORTHING: 797683.7030
ELEVATION: 4877.781
706-S2
706-S2
POTENTIAL SNOW STORAGE
TRANSFORMER PAD - SEE
ARCHITECT DRAWINGS
NOTE
THIS LAYOUT IS FOR GENERAL PURPOSES ONLY, SEE
ARCHITECTURAL SITE PLAN FOR HORIZONTAL
CONTROL.
706-2
1' LANDSCAPE CURB AROUND
BUILDING EXTERIOR
706-S1
LANDSCAPE CURB - SEE
ARCHITECT DRAWINGS
LANDSCAPE CURB SEE LANDSCAPE
PLAN FOR DETAILS
PAVE TO EXISTING APPROACH
APPROVED BY ________________________DATE:____________
City of REXBURG
BASIS OF BEARING:
SEE ARCHITECTURAL PLANS FOR DETAILS
706-J1
706-J1
706-J1 706-J1 706-J1 706-J1
FIELD VERIFY END CONDITIONS
4/5/2023
100-1
404-1.5
504-4
601-12
602-1
602-2
706-1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1.5'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
PEDESTRIAN RAMP
4"' CONCRETE SIDEWALK
STREET LIGHT
602-3 STORM INFILTRATION
CHAMBERS
504-4C 4'' SEWER SERVICE
CLEANOUT
706-T1 CURB TERMINUS
706-J1 CONCRETE JOINT
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'Install 78' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 78' of 12" ADS N 12 Storm Pipe @ 0.72%
602-1
Install 10' of 12" ADS N 12 Storm Pipe @ 0.22%
602-1
Rim:4878.57
N INV IN:4874.16
S INV IN:4874.66
E INV OUT:4872.10
602-2
GRATE:4878.20
E INV IN:4874.28
S INV OUT:4874.18
602-2
GRATE:4877.53
W INV OUT:4874.45
602-1
GRATE:4876.65
E INV IN:4872.95
SE INV IN:4874.05
N INV OUT:4870.35
Install 75' of 12" ADS N 12 Storm Pipe @ 0.23%
602-2
GRATE:4876.78
SW INV OUT:4873.78
602-2
GRATE:4877.27
NE INV IN:4873.61
N INV IN:4873.61
W INV OUT:4873.51
602-2
GRATE:4877.09
NW INV OUT:4874.09 S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 UTILITY LAYOUTC6.00
504-4
404-1.5
TIE IN TO EXISTING SEWER SERVICE
FIELD VERIFY EXACT LOCATION
TIE INTO EXISTING WATER SERVICE
FIELD VERIFY EXACT LOCATION
504-4C
706-S1
RETAIN AND PROTECT EXISTING UTILITIES1102-1
1102-1
1102-1
1102-1
INTERIOR METER AND LANDSCAPE POINT OF CONNECTION.
SEE MECHANICAL AND LANDSCAPE PLANS FOR DETAILS.
18' OF 6" PIPE FROM ROOF DRAIN
N SALEM ROADE MOODY ROAD
504-4C
504-4C 504-4C
EX. CATCH BASIN
48' OF 6" PIPE FROM ROOF DRAIN
228' OF 4" SEWER
SERVICE
223' OF 1.5"
WATER SERVICE
79' ROOF DRAIN, 6" AT 1% MIN. SLOPE
APPROVED BY ________________________DATE:____________
City of REXBURG
INSTALL WITH SLOTTED LID
TIE MANHOLE TO EXISTING STUB,
FIELD VERIFY EXACT LOCATION
ROOF DRAIN DOWNSPOUTS
INV: 4874.46' OR ABOVE
COORDINATE WITH ARCH. PLANS
ROOF DRAIN DOWNSPOUTS
INV: 4874.85' OR ABOVE
COORDINATE WITH ARCH. PLANS
602-3
602-3
INSTALL WITH STANDARD LID
STORM INFO:
TOTAL REQ'D STORAGE: 2,845.5 CU FT
TOTAL PLAN STORAGE: 2,954 CU FT
RATIONAL METHOD: Q = CIA
C = RUNOFF COEFFICIENT
i = INTENSITY
A = AREA
AREA 1:
REQ'D STORAGE: 2,031.5 CU FT
C = 0.734
i = 1.33 IN/HR
A = 24,970 SQ FT
PLAN STORAGE: 2,110 CU FT
211 CU FT x 10 MC3500 CHAMBERS
AREA 2:
REQ'D STORAGE: 814 CU FT
C = 0.734
i = 1.33 IN/HR
A = 10,005 SQ FT
PLAN STORAGE: 844 CU FT
211 CU FT x 4 MC3500 CHAMBERS
INFILTRATION RATE: 14.2 IN/HR (FROM GEOTECHNICAL REPORT)
TOTAL DEPTH: 45 IN CHAMBER HEIGHT
TOTAL INFILTRATION TIME: 3.2 HR --- BOTH AREAS
**INSTALL STORMTECH CHAMBERS PER DETAIL, SHEET C10.00
WITH 12" OF ROCK ABOVE AND 9" BELOW CHAMBERS.
STORM AREA 1
STORM AREA 2
STORM WATER APPROX. CONTRIBUTING AREAS
NTS
ROOF DRAIN DOWNSPOUT INV:
4875.51' OR ABOVE
COORDINATE WITH ARCH. PLANS
4/5/2023
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'-2.81%-2.74%-2.42%-2.43%-3.41%-2.38%-2.03%
-2.48
%
-2.56%
-2.56%
-2.47%
-3.68%
-2.95%
-2.48%
-2.
3
7
%
-3
.
6
3
%-2.18%-2.11%-2.43%-2.13%-0.76%
-0.42%-0.41%-0.53%
-0.52%
-1.90%
-1.45%-3.15%-2.23%
-2.
2
5
%
-2.
0
6
%
4878 48784878487848784877
4877
4879
4879
4879487948784878
487
8
-0.40%-2.00%-2.00%-0.58%
-0.59%
-2.59%
-2.93%-2.79%4879-0.9
4
%
-4.75%
-17.73%
-7.72%
-
1
1
.
6
2%
-2.00%-1.92%-0.98%4877-2.07%
4878.26
TBC-PI
4878.03
TBC-PI
4878.15
TBC-PI
4877.93
TBC-PI
4878.15
TBC
4878.00
TBC
4877.30
TBC-PC
4877.57
TBC-PC
4878.87
TBC-HP
4878.70
TBC-LP 4878.86
TBC-HP
4877.77
TBC-LP
4879.60
TBC-PI
4879.62
TBC END
4879.58
TBC END
4879.62
TSW
4879.69
TSW
4879.69
TSW4879.63
TSW
4879.56
TSW
4879.44
TSW
4879.38
TSW 4879.42
TSW
4879.67
TSW
4879.67
TSW
4879.75
TSW
4879.75
TSW
4879.75
TSW
4879.03
TOA
4879.03
TSW
4879.03
TSW
4879.46
TSW
4879.28
TSW
4879.32
TSW
4879.40
TSW
4879.51
TSW
4879.12
TSW
4879.50
TSW
4879.50
TSW
4879.12
TOA
4879.11
TOA
4879.00
TOA
4879.03
TOA
4878.96
TOA
4878.78
TOA
4878.82
TOA 4878.90
TOA
4879.11
TOA
4879.75
FF
4878.74
EXIST
4878.49
EXIST
4877.90
EXIST
4876.78
EXIST
4876.73
EXIST
4877.67
TBC END
4877.69
TBC END
4877.54
TBC END
4877.29
TBC END
4877.93
TBC
4877.95
TBC-PI
4877.27
TBC-LP
4879.75
TSW
4879.75
TSW
4879.75
TSW
4879.71
TSW
4879.75
TSW4879.74
TSW
4879.71
TSW
4879.66
TSW
4876.37
EXIST
4877.33
EXIST
4878.38
TBC-HP
4877.49
TBC END
4879.75
TBC
4878.03
TSW
4878.06
TSW
4877.83
TSW
4878.01
TSW
4879.01
ISLAND TOP
4878.52
ISLAND TOP
4878.63
TOC
4878.51
TOC
4878.28
TOC
4878.40
TOC
4878.13
TOC
4878.02
TOC
4878.51
TOC
4878.63
TOC
4878.40
TOC 4878.13
TOC
4878.28
TOC 4878.02
TOC
4877.15
TBC-LP
4877.32
TBC-PI
4877.16
EXIST
4876.61
EXIST
4879.46
TBC-PC
4878.46
TSW-MATCH
4878.46
TSW-MATCH
4877.82
TBC
4879.13
ISLAND TOP
4878.40
ISLAND TOP
4878.78
ISLAND TOP
4878.13
ISLAND TOP
4879.58
TSW
4879.08
TOA
4878.85
TOA
4878.75
TOA
4878.90
TOA
4879.07
TOA
4879.07
TOA 4878.90
TOA
4879.50
TSW 4879.50
TSW
4879.40
TSW 4879.57
TSW
4879.40
TSW4879.57
TSW
100-1
404-1.5
504-4
601-12
602-1
602-2
706-1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1.5'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
PEDESTRIAN RAMP
4"' CONCRETE SIDEWALK
STREET LIGHT
602-3 STORM INFILTRATION
CHAMBERS
504-4C 4'' SEWER SERVICE
CLEANOUT
706-T1 CURB TERMINUS
706-J1 CONCRETE JOINT
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 GRADINGC7.00N SALEM ROADE MOODY ROAD
STORM AREA 1
STORM AREA 2
STORM WATER APPROX. CONTRIBUTING AREAS- SEE C6.00
NTS
706-1
706-1
706-1
706-1
706-R2
706-R1
WEEP HOLE - SEE
ARCH. PLANS
706-R1
APPROX. ADJACENT
TBC, EXISTING
706-T1
706-T1
706-T1 706-T1
ENSURE LANDSCAPE CURB WALL IS INSTALLED
WITH SUFFICIENT BURY DEPTH EACH SIDE
APPROVED BY ________________________DATE:____________
City of REXBURG
4/5/2023
SANITARY
SEWER
MANUFACTURUER
MANUFACTURUER
XXXX
XX / XX
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 DETAILSC8.00
30"
17"
3.
1- 3
4" X 1- 3
4" X 1
4"
STEEL ANGLE
SEE NOTES BELOW.
1- 1
2"34" TYP.SET 13 TRANSVERSE
BARS AT 45 DEGREES.
29- 3
4"
15- 1
4"
3
4"
16- 3
4"
2.1.
CATCH BASIN GRATE
TYPE I ISPWC SD-609
NTS
NOTES
A.FOUR-SIDED FRAME IS REQUIRED.
B.CONTRACTOR HAS THE OPTION OF WELDING THE BACK STEEL
ANGLE BAR INTO PLACE AFTER SLIP FORMS FOR BOX HAVE
BEEN REMOVED. ENSURE GRATE FRAME IS SQUARE BEFORE
DOING A FULL PENETRATION WELD TO ATTACH BACK STEEL
ANGLE BAR.
LEGEND
1.1- 1
2" X 3
4" STEEL BARS (TYP.)
2.1
4" FILLET WELD ALL BARS 4 PLACES (TYP.)
3.WELD (4) 1
2" X 3 STUDS.
STANDARD CONCRETE CATCH
MANHOLE ISPWC SD-611
NTS6" (MIN.)21" (MAX.)4" (MIN.)
12"24" DIA.
36" (MAX.)24" (MIN.)
12"
2' (MIN.)
48"
16" (MAX.)6" (MIN.)4" TYPE 1BEDDING10.
9.8.
1.
2.
3.
4.
5.
6.
6.11.
12.EXTEND PIPE (1" TO 6" MAX.)INSIDE MANHOLEPIPE FROM
INLETS AND/OR
TEE IN MAIN LINE.
7.
11.
LEGEND
1.CONCRETE COLLAR IN PAVED STREET SECTIONS PER DETAIL, THIS
SHEET.
2.GRADE RINGS GROUTED WATERTIGHT IN PLACE, NOT TO EXCEED 21"
FROM FINISHED SURFACE TO TOP OF CONE.
3.PRECAST MONOLITHIC ECCENTRIC CONE SECTION. (REBAR NOT SHOWN).
4.RAMNEK OR APPROVED GASKETS AT ALL JOINTS.
5.PROPERLY ALIGN ALL INTERIOR JOINTS.
6.PRECAST CONCRETE MANHOLE BARREL SECTION (REBAR NOT SHOWN).
7.PRECAST GASKETED HUB RING OR RUBBER GASKETED COLLAR.
8.SURFACING TO MATCH FLUSH WITH EXISTING SURFACING (AS SHOWN).
9.FRAME TO GE GROUTED TO GRADE RINGS.
10.FRAME AND COVER PER DETAIL, THIS SHEET
11.MANHOLE STEPS. SEE NOTE G.
12.SEE SD-501 FOR CAST IN PLACE MANHOLE BASE. SEE SD-501A FOR
PREFABRICATED BASE.
NOTES
A.OPTIONAL PREFABRICATED MANHOLE BASE WITH APPROVED PIPE
CONNECTIONS MAY BE USED WITH ENGINEERS APPROVAL, SEE SD-501A.
B.PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45
DEGREES.
C.FOR INLET PIPE DIAMETER, D, GREATER THAN 24" SEE SD-613 OR SD-614.
D.MANHOLE FRAME AND COVER:
D.A.REFER TO DRAWING NO. SD-617.
D.B.FRAME AND COVER SHALL BE FLUSH WITH SLOPE OF
PAVEMENT.
D.C."STORM DRAIN" ON COVER.
E.WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET
COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR
MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL.
F.EITHER BASE ON SD-501 OR SD-501A MAY BE USED WITH EITHER
MANHOLE DESIGN.
G.VERIFY WITH ENGINEER REGARDING LOCAL PREFERENCE ON
INSTALLATION OF MANHOLE STEPS PRIOR TO ORDERING ON
INSTALLATION OF MANHOLE STEPS PRIOR TO ORDERING MATERIALS OR
INSTALLATION.
1.
2.
3.
4.
SANITARY
SEWER
1'- 0"
6"
5.
6.7.
8.9.8"2'- 0"
OR 2'- 6"
NOTES
A.TOP OF COLLAR TO BE FLUSH WITH MANHOLE COVER.
MANHOLE COLLAR
SD-508
LEGEND
1.#4 REBAR HOOPS (2 EACH) SEE SECTION A-A).
2.#4 REBAR AT 20" SPACING.
3.SCORES.
4.RIM.
5.FRAME AND COVER PER SD-507 AND SD-507A.
6.SEE "DETAIL A" FOR REBAR IN COLLAR.
7.FINISHED GRADE.
8.SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT.
9.GROUT BETWEEN RING AND COVER AND GRADE RINGS.
10.FRIBILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURER'S
RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE
COLLARS.18" - 14"6"2" (MIN)7.
10.
PLAN
COVER
FRAME
COVER
1" HOLES
(4 EACH AT 90 DEGREES)
MINIMUM
LETTERING
HEIGHT OF 1",
MOLDED INTO
TOP OF COVER.
1
2" GUSSETS
(6 EACH @60
DEGREES)
23 7
8"1"78"PLATEN BOTTOM
COVER
25 1
2"
24"1"6"22 1
2"
30"5"NOTES
A.MANHOLE FRAMES AND COVERS TO HAVE A TOLERANCE OF 1
4" OR LESS.
B.COVERS NOT TO BE WARPED. REPLACE ALL THAT RATTLE OR VIBRATE
WHEN TRAVELED UPON. MACHINE ALL MATCHING SURFACES.
C.MINIMUM WEIGHT OF FRAME AND COVER = 265 LBS.
STANDARD MANHOLE
COVER AND FRAME
SD-507
ASPHALT PARKING LOT SECTION
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
3" DEPTH ASPHALT PLANT MIX - PAVE IN
TWO LIFTS
CONCRETE DRIVE THRU SECTION
6" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
5" DEPTH RIGID CONCRETE
INLET CATCH BASIN TYPE I
ISPWC SD - 601
NTS
4" SEWER CLEANOUT
ISPWC SD - 506A
NTS
APPROVED BY ________________________DATE:____________
City of REXBURG
6 x 6 WELDED WIRE FABRIC PLACED AT
MID-DEPTH
4/5/2023
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 DETAILS 2C9.00
6" VERTICAL CURB
ISPWC SD - 701
NTS
CONCRETE SIDEWALK
ISPWC SD - 709
NTS
APPROVED BY ________________________DATE:____________
City of REXBURG
4/5/2023
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 STORMTECH DETAILSC10.0
4/5/2023
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
AREA TO BE DISTURBED
STABILIZE CONSTRUCTION ENTRANCE/EXIT
COMBINATION STAGING AREA & VEHICLE
EQUIPMENT CLEANING, FUELING AND MAIN.
MATERIALS STORAGE AREA &
STOCKPILE MANAGEMENT
SILT FENCE OR STRAW WATTLE
STORM WATER DRAINAGE
SEQUENCE OF MAJOR ACTIVITIES
ACTIVITY START DATE END DATE
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
BEST MANAGEMENT PRACTICES NOTES
1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations,
and additional on-site
storm water pollution. Additional erosion control measures may be required.
2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form.
3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will
be available for the
use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site.
A notice will be
posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC.
4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas
of the site.
5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring
the SWPPP is
implemented.
6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive
areas and their buffers
will be clearly marked to prevent environmental damage both on and off the site.
7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis.
8. All off-site construction shall be stabilized at the end of the working day.
9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state
solid water management
regulations.
10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected
regularly for the portable units
by an approved sanitary waste management contractor.
11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that
portion of the site has
temporarily or permanently ceased.
12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm
water with sediment.
13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the
development of the project.
14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or
chemical spills and leaks.
15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges
of storm water,
including run-on discharges and outlets for onsite discharges.
16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and
enhance particle settling.
17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed
of in a manner that does
not affect contamination of stormwater.
18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of
in a manner that
minimizes the potential for releases to the environment and especially in the storm water.
19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley
manner to prevent the
release of pollutants.
20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure
continued performance
of their intended use.
21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is
achieved or after the
temporary BMPs are no longer needed.
22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24
hours following any
storm of 0.5 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3)
years from the date
the site is stabilized.
23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP
and appropriate
training regarding stormwater pollution prevention.
LEGEND
Concrete Washout
SEDIMENTATION AREA
CONCRETE WASHOUT
INLET PROTECTION
INLET
PROTECTION
INLET
PROTECTION
MATERIAL
STORAGE AREA
COMBINATION STAGING AREA &
VEHICLE FUEL & CLEANING
STABILIZE CONSTRUCTION
ENTRANCE/EXIST
AREA TO BE DISTURBED
SILT FENCE
OR STRAW WATTLE
Concrete Washout
CONCRETE WASHOUT AREA
SEDIMENTATION AREA
THIS IS NOT A FULL
SWPPP. CONTRACTOR IS
RESPONSIBLE FOR A
COMPLETE SWPPP
NOTE:
1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO RETENTION
BASINS AND PIPING PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS
2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION
OF THE PROJECT. CONTRACTOR RESPONSIBLE TO REMOVE AFTER CITY ACCEPTANCE.
INLET
PROTECTION
INLET
PROTECTION
OUTHOUSE
SWPPP SIGN
SWPPP
PROJECT:
CONTRACTOR:
PLAN LOCATION: ONSITE
CONTACT:
SWPPP
PROJECT:
CONTRACTOR:
PLAN LOCATION:
CONTACT:
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 EROSION CONTROLC11.0
4/5/2023
1L1.52L1.53L1.54L1.54L1.55L1.5TYP.TYP.TYP.TYP.TYP.TYP.3L1.5DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone:208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
R
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
5127(6 3(5(11,$/ *5281'&29(53/$17,1*6(&7,213/$1 9,(:6+58% 3/$17,1*'(&,'8286 75(( 3/$17,1*(;758'(' &21&5(7(('*,1*%28/'(5 ,167$//$7,21
POC2"3"3"112"3"3"3"8"3L2.6TYP.17L2.5TYP.2L2.6TYP.8L2.5TYP.15L2.5TYP.16L2.5TYP.5L2.57L2.53L2.5TYP.10L2.5TYP.4L2.5TYP.CSSDFSEEEEEEEDCSSFSPOC8"DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
R IRRIGATION NOTESSYSTEM OPERATIONAL NOTESDRIP IRRIGATION NOTES
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
50$18$/ /,1( )/86+,1* 9$/9( 3/80%(' 72 78%,1*127( 7(&+/,1( 67$57 &211(&7,217(&+/,1( 68%*5$'( ,167$//$7,2175(1&+ 6(&7,2148,&. &283/(5 9$/9((&2 ,1',&$725635$< +($' 32383 635,1./(562/$5 6<1& ,167$/$7,21,62/$7,21 9$/9($8720$7,& ,55,*$7,21&21752//(5127( 127( 7(&+/,1( /$<287127( '5,3/,1( /$<287$7 75((6)/2: 6(1625127( )/2: 6(1625 $1'0$67(5 9$/9( /$<287127( 127( 0$18$/ '5$,1 9$/9( 52725 32383 635,1./(50$67(5 9$/9(127(
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
55(027( &21752/ 9$/9(:,7+ ),/7(5127( 5(027( &21752/ 9$/9(127( +$5'6&$3( &5266,1*75(1&+ 6(&7,21127(
20'-0"25'-0"20'-0"46'-6"66'-6"25'-0"20'-0"(TYP.)9'-5"8'-7"26'-0"26'-0"67'-5"20'-0"86'-6"158'-0"10'-0"
10'-10"10'-0"10'-7"6'-0"5'-0"8'-10"10'-0"35'-6"36'-0"
5'-0"
22'-0"65'-7 1/2"12'-4"
10'-0"(TYP.)R7.5'R
7
.
5
'
6'-0"6'-0"6'-6"15'-6"9'-0"2'-0"9'-0"2'-0"9'-0"3'-6"10'-0"32'-2"1'-11"1'-11"4'-0"(TYP.)19'-6"15'-8"12'-10"8'-1 1/2"5'-0"6'-6"11'-0"5'-0"13'-9"24"30"30"10'-0"4'-0"10'-0"10'-0"R10.0'SITE PLAN - HORIZONTAL CONTROLDRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023NSCALE:SITE PLAN1" = 10'-0"SP1.1
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023SP2.1SITE DETAILS
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023SP2.2SITE DETAILSCJR
SCALE:1/2" = 1'-0"SCALE:3/16" = 1'-0"SCALE:SCALE:1/2" = 1'-0"SCALE:N.T.S.SCALE:N.T.S.SCALE:N.T.S.NOTE 2LANDINGNOTE 2CONCRETECURBNOTE 15% MAX.DN5%
M
A
X
.DNSCALE:SCALE:SCALE:N.T.S.SCALE:1 1/2" = 1'-0"SCALE:DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023SP2.3SITE DETAILS
6.4A6.6B4.4A6.6C6.6D6.6E6.6F6.6G6 3/4"4 3/4"BRICK VENEER3/4" AIR SPACE7/16" WOOD SHEATHING U.N.O. IN DETAILS3 5/8" 1 1/4"4 7/8"5/8" GYPSUM BOARD2X4 WOOD STUDS 5/8" GYPSUM BOARD2X6 WOOD STUDS5/8" GYPSUM BOARD2X6 WOOD STUDSBRICK VENEERAIR SPACE3 5/8"1 1/8"6 5/8"11 3/8"AIR BARRIERR-21 INSULATIONVAPOR BARRIER5/8" GYPSUM BOARD2X6 WOOD STUDSMANUFACTURED STONE VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIER3 5/8"1 1/8"6 5/8"11 3/8"2X6 WOOD STUDSMANUFACTURED STONE VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIER1'-3 5/8"3 5/8"15/16"6 1/2"15/16"3 5/8"INTERIOREXTERIOR2X6 WOOD STUDSBRICK VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIERINTERIOREXTERIOR3 5/8"15/16"6 1/2"15/16"3 5/8"1'-3 5/8"2X6 WOOD STUDSBRICK VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIERINTERIOREXTERIORMANUFACTURED STONE VENEER3 5/8"15/16"6 1/2"15/16"3 5/8"1'-3 5/8"7/16" WOOD SHEATHING5.6ABRICK VENEERAIR SPACE3 5/8" 6 3/8"10"6" CMUMANUFACTURED STONE VENEERAIR SPACE6" CMU5.6B6.6B7 1/4"5/8" GYPSUM BOARD2X6 WOOD STUDS7/16" SHEATHING - SEE STRUCTURALTILE OVER 5/8" BACKER BOARD - WHERE OCCURSTILE OVER 5/8" BACKER BOARD - WHERE OCCURS3 5/8" 6 3/8"10"7/16" WOOD SHEATHING7/16" WOOD SHEATHING7/16" WOOD SHEATHING7/16" WOOD SHEATHINGR-21 INSULATIONR-21 INSULATIONR-15 INSULATIONR015/8" GYPSUM BOARDVAPOR BARRIERFILLED WITH BATT INSULATION - R-49 MIN.OPEN WEB BARREL WOOD TRUSS5/8" SHEATHINGSTANDING SEAM METAL ROOF - RADIUS ROOFING UNDERLAYMENTR025/8" GYPSUM BOARDVAPOR BARRIERFILLED WITH INSULATION -R-49 MIN.ROOF JOIST5/8" SHEATHINGSTANDING SEAM METAL ROOF ROOFING UNDERLAYMENTR03PRE-FINISHED METAL SOFFITWOOD TRUSS 1/2" COVER BOARDSINGLE PLY MEMBRANE5/8" WOOD SHEATHING1/2" WOOD SHEATHINGR041/2" GYPSUM BOARDVAPOR BARRIERFILLED WITH IGNITION BARRIER SPRAY FOAM INSULATION - R-49 MIN.9 1/2" TJI ROOF JOIST5/8" SHEATHINGSTANDING SEAM METAL ROOF ROOFING UNDERLAYMENTIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:33:52 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA1.022021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.WALL AND ROOF TYPESMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:1 1/2" = 1'-0"WALL TYPESSCALE: 1 1/2" = 1'-0"ROOF TYPEWALL TYPES MAY NOT BE CONSISTENT ACROSS THE FULL LENGTH OR HEIGHT OF EACH WALL. SEE WALL TAGS, ELEVATIONS, AND WALL SECTIONS FOR EACH WALL TO DETERMINE FINAL HORIZONTAL AND VERTICAL SUBSTRATE TRANSITIONS AND WALL FINISHES. SHEATHING THICKNESS CALLED FOR BY STRUCTURAL DRAWINGS SHALL GOVERN. VERIFY WALL SIDE INSTALLATION WITH SHEET S2.1 AND S2.2.
6644331122AABBDEE55CAAAABBBBCCCC3.54.81.59'-0" 1'-0" 1'-0" 9'-0" 1'-0" 1'-0" 9'-0" 1'-10" 1'-8"BREAK107OFFICE 1104MECH.111JAN./STOR.112MANAGER103HALLWAY108DRIVE-THRU106OFFICE 21133'-11" 14'-0" 12'-2" 7'-4" 13'-4" 11'-5 1/4" 11'-0" 11'-10"14'-1 3/4"4'-10"10'-8"11'-0"12'-1"6'-7"11'-10"11'-0"11'-5 1/4"13'-4"5'-5 1/4"8'-0"8'-8"11'-4 3/4"12'-1" 11'-0" 10'-8" 4'-10" 14'-1 3/4"34'-3 1/4"46'-10"6.6B6.6B6.6B5 1/4"14'-10 3/4"3'-4"1'-4 1/2"15'-10"11'-7 1/2"5 1/4"2'-6 3/4"2'-4"3'-0"9'-1"10'-0"3'-4 1/4"3'-0"8'-0"3'-0"8'-4 3/4"7 1/4"9'-8 3/4"14'-4"14'-4"14'-4"8 3/4"10'-7"5.6AOFFICE 3115I.T.116TOILET117TOILET1188" 8" 13'-0" 8" 8" 13'-0" 8" 8"8"8"10'-6"8"8"9'-8"8"8"10'-4"MAIN LOBBY102FACE OF STUD52'-8 3/4"52'-8 3/4"FACE OF STUD2'-0"2'-0"1'-4" 7'-10" 4'-11 3/4" 7'-10" 1'-4"2'-0"2'-0"10'-3"34'-3 1/4"46'-10"6.6B6.4A6.4A6.4A6.4A6.4A6.6B6.6B6.6B6.6B6.6B6.6B6.6C6.6D6.6C5.6A5.6A9'-5" 5'-2 1/4" 2'-2 3/4" 11'-11"1'-5"9'-10"1'-5"6.6F10'-2"3'-7"6'-7"FACE OF STUDFACE OF STUDFACE OF STUDFACE OF STUDFACE OF STUD6.6C6.6C4'-0"FACE OF STUD9'-0"13'-4 1/2"5'-5 1/4"1'-4"6'-8"8'-4 1/4"2'-1"9'-7 1/2"FACE OF STUD6'-11"SEE SP1.1 FOR MECHANICAL ENCLOSURE5.6B5.6B5.6B4.4A4.4A6.6G6.6G4.4A4.4A4.4A6.6D6.6D6.6E6.6F6.6E4.4A4.4A6.6D4.4A6.6D6.6C6.6D6.6D6.6C6.6D6.6D6.6C6.6D6.6B6.6B6.6B6.6B6.6F6.6F6.6G4.4A6.6D6.6D6.6D4.4A4.4A4.4A4.4ATYP. AT ALL DRIVE-THRU COLUMNS32'-2"1'-4"2'-0 1/2"3'-0 1/2"D.1C.1B.16'-11"6'-11"3'-9 1/2"7'-1 21/64"1. CONTRACTOR SHALL RESOLVE ALL DIMENSIONAL DISCREPANCIES DURING LAYOUT WITH ARCHITECT, PRIOR TO BEGINNING CONSTRUCTION.2. COORDINATE BLOCKING PRIOR TO WALL FINISHES, INCLUDING OWNER FURNISHED ITEMS. PROVIDE BLOCKING FOR ALL WALL MOUNTED CASEWORK, GRAB BARS, HARDWARE EQUIPMENT, ETC.3. CAULK ALL INTERIOR JOINTS AND CORNERS.4. WALL TYPES MAY NOT BE CONSISTENT ACROSS THE FULL LENGTH OR HEIGHT OF EACH WALL. SEE WALL TAGS, ELEVATIONS, AND WALL SECTIONS FOR EACH WALL TO DETERMINE FINAL HORIZONTAL AND VERTICAL SUBSTRATE TRANSITIONS AND WALL FINISHES. 5. VERIFY ALL BANK EQUIPMENT LOCATIONS WITH SUPPLIER.GENERAL NOTESIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:33:55 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA1.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.DIMENSION PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:N1/4" = 1'-0"DIMENSION PLAN
BREAK107OFFICE 1104MECH.111JAN./STOR.112COIN SORT.MANAGER103HALLWAY108AAA3.1AAA3.16643112AABBDEE5DRIVE-THRU106OFFICE 2113DDA3.2DDA3.214A4.314A4.3A5.2313A4.313A4.3CCA3.1CCA3.1EEA3.2EEA3.2A5.4AA5.4BA5.4JA5.4NA5.4LA5.4KCA5.4HROUGH IN FORFUTURE UNITSA5.11W1W1W1W3F1B1W1W1W1W3F1B1W1W1W1W1F5B2W1W1W1W1F6B2W1W1W1W1F6B2W1W1W3W6F1B1W1W1W1W1F1B2A5.4DBBA3.1BBA3.1SP2.2BAAAABBBBCCCC3.54.81.5SIMSP2.2CSIM11211117A4.417A4.4W1W1W1W1F3/5B1104103113OFFICE 3115WALL MOUNTED TVPORTABLE CHECK WRITING STANDWAITING AREAI.T.116TOILET117TOILET118TVWALL MOUNTED TV101B115118117118118117108101AW2W2W2W2F2B3W2W2W2W2F2B3W1W1W1W1F6B2W1W1W1W1F5F1B1W1W1W3W6F1B1W1B1W7W7W7W7DOOR 101A OPERATOR BUTTONSDOOR 101B OPERATOR BUTTONS107MAIN LOBBY102A5.1JHA5.12A5.4MA5.13A5.21A5.4GA5.4CA5.4ESEE SP1.1 FOR MECHANICAL ENCLOSURE3013023033043053063063033073083073073093103113123139A4.2314VESTIBULE101W3W3W7W7F3GAS METER LOCATIONA5.22W5F1106A4.414A4.41516A4.4A5.4CROUGH IN FORFUTURE UNITTOWER SECURITY CAMERAFUTURE UNIT1'-3"KSP2.1SP2.1GSP2.1HSP2.1J116D.1C.1B.1F1F1NIGHT DEPOSIT BOX LOCATE BETWEEN STUDS VERIFY OPENING WITH OWNERS EQUIPMENT SUPPLIEROVERHEAD PNEUMATIC TUBES BY DIEBOLDDUTCH DOOR FOR OVERFLOW TELLERWALL FINISHW1 TEXTURED/PAINTED GYP. BOARDW2 CERAMIC TILEW3 STOREFRONT SYSTEMW4 (NOT USED)W5 FRPW6 BRICK VENEERW7 3'-0" STONE WAINSCOT WITH STONE SILL AND BRICK VENEER ABOVEFLOOR FINISHF1 CARPET TILEF2 CERAMIC TILEF3 ENTRY CARPET TILEF4 (NOT USED)F5 VINYL COMP. FLOOR TILEF6 CONCRETE - SEALED AND PAINTEDBASE FINISHB1 6" MILLED RUBBER BASEB2 4" COVED RUBBER BASEB3 SCHLUTER PROFILEFINISH SCHEDULE KEYSEE FLOOR FINISH ILLUSTRATION ON /1A1.4REFER TO ELEVATIONS FOR ADDITIONAL STOREFRONT THAT MAY NOT BE CALLED OUT ON THE MAIN FLOOR PLAN.AAA3.14BE2 3/4"8 1/2"9'-11 1/2"6 3/4"9'-11 1/2"6 3/4"9'-11 1/2"1'-9 3/4"FACE OF STUD303B303B303BA5.4FA5.4PA5.4QCAMERA AT SOFFIT AT HIGH ROOFIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:33:59 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA1.222021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ANNOTATION PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:N1/4" = 1'-0"ANNOTATION PLANSCALE: 1/4" = 1'-0"A1.22DIMENSION PLAN
6643112AABBDEE5CMECH.111JAN./STOR.112HALLWAY108BREAK107DRIVE-THRU106OFFICE 1104MANAGER103AAAABBBBCCCC3.54.81.5RA7.2SEE DETAIL ON/BA1.38'-7"C18'-7"C18'-7"C18'-0"C28'-0"C29'-0"C2C3VARY8'-6"C1TOILET118TOILET117I.T.116MAIN LOBBY102C3 VARYSEE DETAIL/BA1.3C4 VARYC5 VARYC5VARYC5 VARYC5 VARYC5 VARYC5 VARYC5 VARYC5 VARYC5 VARYC5 VARYA1.32 1'-6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2" 1'-6" 1'-6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2"6"7'-1 1/2"C4 VARYC4 VARYC3VARYC3VARYC3VARYC3 VARYC3 VARYC3 VARYC4 VARY1'-6" 20'-0 1/2" 1'-6" 1'-6" 7'-4 3/4" 1'-6"AA1.3AA1.39'-0"C2C4 VARYAA1.3CAMERACAMERAFUTURE CAMERA360 DEGREE CAMERA360 DEGREE CAMERASPEAKER AND VOLUME CONTROLCAMERACAMERACAMERACAMERACAMERAS360 DEGREE CAMERAFUTURE CAMERACAMERACAMERASPEAKER AND VOLUME CONTROLSPEAKER AND VOLUME CONTROLSPEAKER AND VOLUME CONTROLTWO SPEAKERS -HIGH ON THE WALL ABOVE OFFICESD.1C.1B.1A1.31SEE FOR LOWER CEILING PLANSEE FOR LOWER CEILING PLAN24x24 SREVICE ACCESS PANEL TO PNEUMATIC UNIT BLOWERS ABOVE SOFFIT -FIELD VERIFY LOCATION WITH DIEBOLD EQUIPMENT INSTALLERSCURVED WOOD BARREL TRUSS5/8" GYP BOARD --ATTACH TO BOTTOM CHORD7/8" FURRING HAT CHANNEL16" O.C.1/2" PLYWOOD1" 6"SEE STRUCTURAL FOR SPACING2X4 BLOCKING BETWEENTRUSSES TO SUPPORT ENDS OF CHANNEL (AS NEEDED).SHADOW JOINTPARALLEL TO TRUSSPERP. TO TRUSSPERP. EDGE DETAILCURVED WOOD BARREL TRUSS5/8" GYP BOARD --ATTACH TO BOTTOM CHORD7/8" FURRING HAT CHANNEL16" O.C.1/2" PLYWOOD1" SHADOW JOINT1/2" ZINTRA ACOUSTICAL PANEL FULLY ADHERED, BUTTED JOINTS AS REQ'D TO CONCEAL JOINTS1"1/2" ZINTRA ACOUSTICAL PANEL FULLY ADHERED, BUTTED JOINTS AS REQ'D TO CONCEAL JOINTSWALL OR STOREFRONT1'-6" TO INSIDE FACEOF1"CEILING FINISHC1 2 X 4 LAY-IN ACOUSTICAL PANELSC2 GYPSUM BOARD OVER WOOD STUDSC3 ZINTRA ACOUSTICAL PANEL OVER CURVED PLYWOODC4 GPYSUM BOARD DIRECT APPLICATION (PAINT)C5 PREFINISHED METAL SOFFITC6 12 x 12 GLUE-UP ACOUSTICAL TILESCEILING SCHEDULE KEYCROSS RUNNERMAIN RUNNER 4 5 ° M A X .1/2" CONDUIT COMPRESSION BRACE -FULL HEIGHT - TYP.VERTICAL WIRES AT 4'-0" O.C.45° MAX.SPLAY WIRE AT 12'-0" O.C. IN EACH PLAN OF EACH RUNNER2" MIN.SEISMIC CLIP7/8" X 7/8" WALL MOLDING3/4" CLEAR AT UNATTACHED ENDLATERAL FORCED BRACING REQUIRED FOR CEILING AREAS OVER 1,000 S.F. CEILING AREAS UNDER 1,000 S.F. ARE NOT.RIDGED BRACES MAY BE USED INSTEAD OF DIAGONAL SPLAY WIRES.A SEISMIC SEPARATION JOINT IS REQUIRED FOR CEILING AREAS GREATER THAN 2,500 S.F.MAIN OR CROSS RUNNER8" MAX.12 GA. WIRE OR APPROVED WALL SUPPORTPERIMETER SPACER AT UNATTACHED WALLSLATERAL FORCE BRACE DETAILWALL MOLDING DETAIL12'-0" TYP.6'-0" MAX..12'-0" TYP.6'-0" MAX..SUSPENSION SYSTEM LAYOUTNOT TO SCALECEILING SUSPENSION SYSTEMFIRST LINE OF BRACINGCEILING GRID SHALL BE ATTACHED TO WALL MOLDING AT TWO ADJACENT WALLSLATERAL FORCE BRACE DETAILWALL MOLDING WALL MOLDING43E5OFFICE 2113OFFICE 311510'-0"C610'-0"C6FUTURE CAMERAFUTURE CAMERASPEAKER AND VOLUME CONTROLSPEAKER AND VOLUME CONTROLSPEAKER AND VOLUME CONTROL1'-0"1'-1 1/4"PRE-FINISHED METAL SOFFIT2X WOOD FRAMING FASTENED TO BOTTOM CORD FOR WOOD TRUSS2X4 WOOD FRAMING 1/2" WOOD SHEATHINGPRE-FINISHED METAL FASCIAPRE-FINISHED METAL SOFFIT66DCC5 VARYC5 VARYC5 VARY360 DEGREE CAMERAHEIGHT STRIP CAMERAIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:05 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA1.322021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.REFLECTED CEILING PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:N1/4" = 1'-0"REFLECTED CEILING PLANSCALE: 1 1/2" = 1'-0"A1.3BDETAILSCALE: 1 1/2" = 1'-0"CEILING GRID BRACINGSCALE: 1/4" = 1'-0"A1.32REFLECTED CEILING PLANSCALE:1" = 1'-0"A1.3ADETAILSCALE: 1/4" = 1'-0"A1.31REFLECTED CEILING PLAN
CERAMIC TILESFLOOR FINISH KEYOFFICEMANAGERDRIVE-THRUBREAKUNI-SEXUNI-SEXJANITORIALOFFICEOFFICEMECHANICALAA1.4AA1.4BA1.4CA1.4CA1.4GA1.4GA1.4EA1.4EA1.4GA1.4TYP.GA1.4TYP.EA1.4EA1.4GA1.4DA1.4DA1.4HA1.4HA1.4HA1.4WITH FULL TILE4'-0" MIN. - ENDLUXURY VINYL PLANKSENTRY CARPET TILESCARPET TILESHERRINGBONE LVPPAINTED CONCRETEAA1.4JA1.4GA1.4GA1.4GA1.4FA1.4GA1.4JA1.4JA1.4GA1.44'-0"3" TO 8"4" 6" OR 7"3/4"6" TO 7"3"ROOMA6"8"ROOM3/4"B3 1/2"BRAILLE BRAILLE LUXURY VINYL PLANKCONCRETE SLAB ON GRADESCHLUTER VINPRO-S FLOOR EDGE CARPET TILECARPET TILESCONCRETE SLAB ON GRADESCHLUTER VINPRO-U FLOOR EDGE CARPET TILESCONCRETE SLAB ON GRADESCHLUTER VINPRO-S FLOOR EDGE STONE THRESHOLDTILE OVER THIN SETLUXURY VINYL PLANKCONCRETE SLAB ON GRADE1/2" - MIN.2X WOOD FRAMING WITH DRYWALL4" COVED RUBBER BASECARPET TILES (BOTH SIDES)CONCRETE SLAB ON GRADEALUMINUM STOREFRONT SYSTEMSCHLUTER VINPRO-S FLOOR EDGE (NO BASE)6 1/2"LUXURY VINYL PLANKCONCRETE SLAB ON GRADE2X WOOD FRAMING4 1/2" COVED STAINLESS STEEL BASE3/4" FINISH PANELCARPET TILESCONCRETE SLAB ON GRADE1/2" - MIN.2X WOOD FRAMING WITH DRYWALL4" COVED RUBBER BASEPAINTEDCARPET TILESCONCRETE SLAB ON GRADE1/2" - MIN.2X WOOD FRAMING WITH DRYWALL4" COVED RUBBER BASECARPET TILESCONCRETE SLAB ON GRADE1/2" - MIN.2X WOOD FRAMING WITH DRYWALL6" MILLED RUBBER BASEFLOOR & BASE FINISH SCHEDULECARPET TILE: J&J INVISION TWILL WEAVE 2879 PERCALE 24x24(CARPET TO BE PLACED MONOLITHICALLY PATTERENED)ENTRANCE MATTING: MOHAWK FIRST STEP II 859 WALNUT 24x24LUXURY VINYL PLANK: KARNDEAN KOROK SELECT LOBBY - HERRINGBONESM-RKP8209 SALVAGED BARNWOODBREAKROOM - PLANKRKP8209 SALVAGED BARNWOODFLOOR TILE: DAL TILE MUSEO ARTISTIC GREY MU31GROUT: LATICRETE NATURAL GRAY 24CONCRETE SLAB: SHERWIN WILLIAMS "PRIMER GREY"BASE: TARKETT 6" MILLED MW-XX-F6 REVEAL, 167 FUDGE4" COVED 167 FUDGESTAINLESS STEEL 4" COVEDIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:09 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA1.422021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.SIGNAGE, FLOOR FINISHED, AND DETAILSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1/4" = 1'-0"A1.41ANNOTATION PLANSIGNAGE SCHEDULESIGN MESSAGE ROOM # ROOM LOCATION SIZE AND TYPE COMMENTSBREAK 107 BREAK 6" X 3" TYPE ADRIVE-THRU 106 DRIVE-THRU 6" X 3" TYPE AJANITORIAL 112 JAN./STOR. 6" X 3" TYPE AMANAGER 103 MANAGER 6" X 3" TYPE AMECHANICAL 111 MECH. 6" X 3" TYPE AOFFICE 104 OFFICE 1 6" X 3" TYPE AOFFICE 113 OFFICE 2 6" X 3" TYPE AOFFICE 115 OFFICE 3 6" X 3" TYPE AUNI-SEX 117 TOILET 6" X 8" TYPE BUNI-SEX 118 TOILET 6" X 8" TYPE BSCALE: 1/4" = 1'-0"A1.42SIGN LOCATIONSCALE: 3" = 1'-0"A1.43SIGN TYPESCALE: 3" = 1'-0"A1.4ASECTIONSCALE: 3" = 1'-0"A1.4BSECTIONSCALE: 3" = 1'-0"A1.4CSECTIONSCALE: 3" = 1'-0"A1.4DSECTIONSCALE: 3" = 1'-0"A1.4ESECTIONTEXTSCALE: 3" = 1'-0"A1.4FSECTIONSCALE: 3" = 1'-0"A1.4JSECTIONSCALE: 3" = 1'-0"A1.4HSECTIONSCALE: 3" = 1'-0"A1.4GSECTION
BREAK107OFFICE 1104MECH.111JAN./STOR.112MANAGER103HALLWAY108DRIVE-THRU106OFFICE 2113OFFICE 3115I.T.116TOILET117TOILET118MAIN LOBBY102FACE OF STUDSEE SD1.1 FOR MECHANICAL ENCLOSURETYP. AT ALL DRIVE-THRU COLUMNSCOIN OPDUTCH DOOR - STOREFRONT OR WOOD - OVERFLOW TELLERATMCCTV TELLERCCTV TELLERCCTV TELLER (FUTURECCTV TELLER (FUTUREFUTUREFURNITUREFURNITURECOPIERDRIVE-THRU WINDOW & DRAWERPNEUMATIC TUBESCASH RECYCLERSAFE3'-0 1/2"2'-0 1/2"NIGHT DEPOSITREFRIGERATORMICROWAVECASH RECYCLERSOUND SYSTEMSECURITY SYSTEMFURNITUREFURNITUREFURNITUREFURNITUREOCCUPIED/VACANT LANE LIGHTING (CANOPY ABOVE)VESTIBULE1012'-0 1/4"3'-3"FUTUREPNEUMATIC TUBESIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:11 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA1.522021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.OWNER FURNISHED PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:N1/4" = 1'-0"OWNER FURNISHED PLANGENERAL NOTE:SOAP, TISSUE PAPER AND PAPER TOWEL DISPENSERS ARE OWNER PROVIDED (NOT IN CONTRACT)
MAIN F.P.100'-0"643125T.O. SILL103'-0"T.O. FOOTING97'-0"301300723719719720412414406721720721720721719723503301300412406414721720112327'-9 1/2"18'-0"1" / 1'-0"27'-2 1/2"PA5.4305MAIN F.P.100'-0"ABDET.O. SILL103'-0"T.O. FOOTING97'-0"CB.O. SOFFIT109'-2"AABBCC412406719719720720721721721721406112052372150350330130017'-0"5235237207214145037205037207207217164'-0"1'-6 3/4" 1'-6"303A3033013023043061028723723523CONNECT DOWNSPOUT TO UNDERGROUND DRAINAGE SYSTEM SEE DETAIL J/SP2.3 AND CIVIL SHEET C6.00.SNOW RAILS - SEE SPECSMAIN F.P.100'-0"ABET.O. SILL103'-0"T.O. FOOTING97'-0"B.O. SOFFIT109'-2"AABBCC11205237217214067207217167207164144127205037167217191123301300412414406503723720719720720720721721716303B303B303BSEE/2A1.2FA5.4PA5.4314306D.1CONNECT DOWNSPOUT TO UNDERGROUND DRAINAGE SYSTEM SEE DETAIL J/SP2.3 AND CIVIL SHEET C6.00.SNOW RAILS - SEE SPECSMAIN F.P.100'-0"6412T.O. SILL103'-0"T.O. FOOTING97'-0"3.54.81.53013004124144067217207197237197207215231120PROVIDE ROUGH-IN FOR FUTURE UNIT72172172127'-9 1/2"19'-5 35/64"25'-7 51/64"1" / 1'-0"300412721719720FA5.4307307307308523723723IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:17 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA2.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.BUILDING ELEVATIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 3/16" = 1'-0"A2.13WEST ELEVATIONSCALE: 3/16" = 1'-0"A2.11SOUTH ELEVATIONSCALE: 3/16" = 1'-0"A2.12NORTH ELEVATIONSCALE: 3/16" = 1'-0"A2.14EAST ELEVATIONKEYNOTE LEGENDNO. KEYNOTE300 REINFORCED CONCRETE FOOTING - SEE STRUCTURAL301 REINFORCED CONCRETE FOUNDATION WALL - SEE STRUCTURAL406 BRICK VENEER412 4" MANUFACTURED STONE VENEER414 MANUFACTURED STONE SILL503 STEEL TUBE - PAINTED WHERE EXPOSED - SEE STRUCTURAL523 STEEL PIPE BOLLARD FILLED WITH CONCRETE716 PRE-FINISHED METAL SOFFIT719 PRE-FINISHED METAL GUTTER720 STANDING SEAM METAL ROOF721 PRE-FINISHED METAL FASCIA723 DOWNSPOUT1028 DOOR OPERATOR BUTTON1120 ATM UNIT1123 SIGNAGE BY OWNER - COORDINATE WITH CONTRACTORGENERAL NOTES:1. ALL NON-PRE-FINISHED FOOR PENETRATIONS AND VENTS SHALL BE PAINTED TO MATCH ROOF COLOR.2. CMU/BRICK SEALER TO BE APPLIED ALL LOCATIONS.3. APPLY DAMPPROOFING TO BUILDING FOUNDATION WALLS.
MAIN F.P.100'-0"64325DDA3.2T.O. SILL103'-0"T.O. FOOTING97'-0"A4.11A4.15A4.12A4.13EEA3.2MAIN LOBBY102JAN./STOR.112MECH.1119A4.2T.O. TOP CHORDR 55'-0"1" / 1'-0"T .O . T O P C H O R D R 5 5 '-0 "27'-9 5/8"17'-5"MAIN F.P.100'-0"643125DDA3.2T.O. SILL103'-0"T.O. FOOTING97'-0"EEA3.2A4.27A4.14A4.21025'-7 65/128"27'-9 1/2"MANAGER103OFFICE 1104DRIVE-THRU106BREAK107T.O. TOP CHORDR 55'-0"T .O . T O P C H O R D
R 5 5 '-0 "19'-5 1/4"1" / 1'-0"MAIN F.P.100'-0"T.O. SILL103'-0"T.O. FOOTING97'-0"B.O. SOFFIT109'-2"3.54.81.5A7.2HA7.2H9A4.21/2" / 1'-0"1/2" / 1'-0"IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:20 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA3.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.BUILDING SECTIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1/4" = 1'-0"A3.1AABUILDING SECTIONSCALE: 1/4" = 1'-0"A3.1CCBUILDING SECTIONSCALE: 1/4" = 1'-0"A3.1BBBUILDING SECTION
MAIN F.P.100'-0"AAA3.1ABET.O. SILL103'-0"T.O. FOOTING97'-0"CCA3.1B.O. SOFFIT109'-2"9'-8"BBA3.1AABBCCA7.2JA4.311A4.28A4.31217A4.4MAIN LOBBY102OFFICE 3115OFFICE 1104T.O. CONCRETE - 99'-6"A1.3AA1.3A6'-10"LIGHTS CENTERED OVER PATRON OPENINGS IN CASEWORKMAIN F.P.100'-0"AAA3.1ABDET.O. SILL103'-0"T.O. FOOTING97'-0"CCA3.1CB.O. SOFFIT109'-2"BBA3.1AABBCCA4.2617A4.4DRIVE-THRU106OFFICE 2113MAIN LOBBY102A1.3AA1.3AA7.2HIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:23 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA3.222021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.BUILDING SECTIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1/4" = 1'-0"A3.2DDBUILDING SECTIONSCALE: 1/4" = 1'-0"A3.2EEBUILDING SECTION
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22021 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.3D SECTIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJR
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MAIN F.P.100'-0"6T.O. SILL103'-0"T.O. FOOTING97'-0"6.6D300414624412503A7.2ER01603705303906906MAIN LOBBY102716719720603615709A6.2S503309604601807632EXT.EXT.A1.4D709300503MAIN F.P.100'-0"T.O. SILL103'-0"T.O. FOOTING97'-0"4124146.6D6.6CA7.2D300303626720MECH.1117053014066039066037197217166326017109063203309EXT.EXT.A1.4DR04MAIN F.P.100'-0"2T.O. FOOTING97'-0"R01A7.2C9'-0"C2R026.6BJAN./STOR.112MECH.111303709709906720716603720721906709632800309603906626603615906303MAIN F.P.100'-0"4601503A7.2BA7.2AMAIN LOBBY102709906721716720603R01R01906906709603720906622622906622624603303632309YA6.2YA6.29A4.29A4.2615615502503MAIN F.P.100'-0"6T.O. SILL103'-0"T.O. FOOTING97'-0"6.6DMANAGER103A6.2S3007053034124148019067096038'-7"C1R01720603721719632601709503309604601716A1.4D615807EXT.EXT.A7.2ESIM503IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:29 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA4.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.WALL SECTIONMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 3/4" = 1'-0"A4.11WALL SECTIONSCALE: 3/4" = 1'-0"A4.15WALL SECTIONSCALE: 3/4" = 1'-0"A4.13WALL SECTIONSCALE: 3/4" = 1'-0"A4.12WALL SECTIONKEYNOTE LEGENDNO. KEYNOTE300 REINFORCED CONCRETE FOOTING - SEE STRUCTURAL301 REINFORCED CONCRETE FOUNDATION WALL - SEE STRUCTURAL303 REINFORCED CONCRETE SLAB - SEE STRUCTURAL309 4" AGGREGATE BASE406 BRICK VENEER412 4" MANUFACTURED STONE VENEER414 MANUFACTURED STONE SILL502 STEEL BEAM - PAINTED WHERE EXPOSED- SEE STRUCTURAL503 STEEL TUBE - PAINTED WHERE EXPOSED - SEE STRUCTURAL601 2X WOOD FRAMING603 WOOD SHEATHING604 SOLID SURFACE SILL615 BARREL TRUSS - SEE STRUCTURAL622 FINISHED WOOD TRIM624 2X6 FRAMING626 9 1/2" TJI632 LSL RIM BOARD705 2" RIGID INSULATION CONTINUOUS AT FOUNDATION WALL.709 BATT INSULATION FULL THICKNESS710 R-13 MIN, SPRAYED ON THERMAL INSULATION SYSTEM716 PRE-FINISHED METAL SOFFIT719 PRE-FINISHED METAL GUTTER720 STANDING SEAM METAL ROOF721 PRE-FINISHED METAL FASCIA800 DOOR & FRAME801 ALUMINUM WINDOW SYSTEM807 ROLL SUN SHADE906 5/8" GYPSUM BOARD3203 4" THICK CONCRETE SIDEWALK U.N.0. WITH SAWCUT CONTROLJOINTS SEE DETAILSCALE: 3/4" = 1'-0"A4.14WALL SECTION
MAIN F.P.100'-0"4A7.2F6.6BR01R016017207206156316158'-7"C18'-7"C1300906OFFICE 1104DRIVE-THRU106303603906709716632721309MAIN F.P.100'-0"1T.O. FOOTING97'-0"6266.6D7053003013034128'-6"C1716721632719720710601603709906EXT.EXT.A7.2DSIMR04906MAIN F.P.100'-0"AT.O. FOOTING97'-0"6.6B303R018'-7"C1705300412414406709406720DRIVE-THRU106A6.2UA7.2GEXT.EXT.3013091'-0"6"9066036.6DA6.2C32003201624633624601603601601632721716507507807OPEN ELECTRICAL CHASEOWNER FURNISHED WINDOW716MAIN F.P.100'-0"AT.O. SILL103'-0"T.O. FOOTING97'-0"A7.2GR013036.6C8'-7"C1OFFICE 1104412414705709801406709709601716603A6.2SEXT.EXT.32003201309603906507633603624507721720601807A7.2LSIM30130060490612"MAIN F.P.100'-0"10'-0"C6MAIN LOBBY102OFFICE 3115801303622906A6.2Y633309111'-8" - T.O. WALLIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:33 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA4.222021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.WALL SECTIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 3/4" = 1'-0"A4.27WALL SECTIONSCALE: 3/4" = 1'-0"A4.210WALL SECTIONSCALE: 3/4" = 1'-0"A4.26WALL SECTIONKEYNOTE LEGENDNO. KEYNOTE300 REINFORCED CONCRETE FOOTING - SEE STRUCTURAL301 REINFORCED CONCRETE FOUNDATION WALL - SEE STRUCTURAL303 REINFORCED CONCRETE SLAB - SEE STRUCTURAL309 4" AGGREGATE BASE406 BRICK VENEER412 4" MANUFACTURED STONE VENEER414 MANUFACTURED STONE SILL507 STEEL ANGLE - PAINTED WHERE EXPOSED - SEE STRUCTURAL601 2X WOOD FRAMING603 WOOD SHEATHING604 SOLID SURFACE SILL615 BARREL TRUSS - SEE STRUCTURAL622 FINISHED WOOD TRIM624 2X6 FRAMING626 9 1/2" TJI631 WOOD BEAM - SEE STRUCTURAL632 LSL RIM BOARD633 WOOD HEADER - SEE STRUCTURAL705 2" RIGID INSULATION CONTINUOUS AT FOUNDATION WALL.709 BATT INSULATION FULL THICKNESS710 R-13 MIN, SPRAYED ON THERMAL INSULATION SYSTEM716 PRE-FINISHED METAL SOFFIT719 PRE-FINISHED METAL GUTTER720 STANDING SEAM METAL ROOF721 PRE-FINISHED METAL FASCIA801 ALUMINUM WINDOW SYSTEM807 ROLL SUN SHADE906 5/8" GYPSUM BOARD3200 CONCRETE CURB AND GUTTER WITH AGGREGATE BASE3201 CONCRETE DRIVEWAY WITH AGGREGATE BASESCALE: 3/4" = 1'-0"A4.28WALL SECTIONSCALE: 3/4" = 1'-0"A4.29WALL SECTION
ET.O. FOOTING97'-0"A7.2LA7.2NA7.2M17A4.4OFFICE 311510'-0"C66.6F6.6GR01R01303406709406716601721720906601906906601801720709603615EXT.EXT.705301309603412414502603720716MAIN F.P.100'-0"BA7.2KA7.2S8'-7"C16.6B6.6COFFICE 1104MAIN LOBBY102303801906906603615720720906709603309624709906721631631615716MAIN F.P.100'-0"6T.O. FOOTING97'-0"13A4.3A7.2Q8'-4 1/2"R02R01A7.2EVESTIBULE101EXT.EXT.MAIN LOBBY102309303800801800801721716603A7.2Q720603721716709709716721632719615603720SEE D/SP2.1 FOR FROST WALL DETAILA6.2X300705301503503503503906MAIN F.P.100'-0"DT.O. SILL103'-0"T.O. FOOTING97'-0"CA7.2TR 2 0 '-0 "16'-9 1/2"VESTIBULE101R02412412414414406406632303412412414414406406632721720716716721720309IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:36 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA4.322021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.WALL SECTIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 3/4" = 1'-0"A4.311WALL SECTIONSCALE: 3/4" = 1'-0"A4.312WALL SECTIONKEYNOTE LEGENDNO. KEYNOTE300 REINFORCED CONCRETE FOOTING - SEE STRUCTURAL301 REINFORCED CONCRETE FOUNDATION WALL - SEE STRUCTURAL303 REINFORCED CONCRETE SLAB - SEE STRUCTURAL309 4" AGGREGATE BASE406 BRICK VENEER412 4" MANUFACTURED STONE VENEER414 MANUFACTURED STONE SILL502 STEEL BEAM - PAINTED WHERE EXPOSED- SEE STRUCTURAL503 STEEL TUBE - PAINTED WHERE EXPOSED - SEE STRUCTURAL601 2X WOOD FRAMING603 WOOD SHEATHING615 BARREL TRUSS - SEE STRUCTURAL624 2X6 FRAMING631 WOOD BEAM - SEE STRUCTURAL632 LSL RIM BOARD705 2" RIGID INSULATION CONTINUOUS AT FOUNDATION WALL.709 BATT INSULATION FULL THICKNESS716 PRE-FINISHED METAL SOFFIT719 PRE-FINISHED METAL GUTTER720 STANDING SEAM METAL ROOF721 PRE-FINISHED METAL FASCIA800 DOOR & FRAME801 ALUMINUM WINDOW SYSTEM906 5/8" GYPSUM BOARDSCALE: 1/2" = 1'-0"A4.314WALL SECTIONSCALE: 1/2" = 1'-0"A4.313WALL SECTION
MAIN F.P.100'-0"435T.O. SILL103'-0"T.O. FOOTING97'-0"6.6B6.6D6.6D10'-0"C610'-0"C6R01A6.2SA6.2SA7.2P301309412414801716721632720716721632720A7.2PSimOFFICE 3115EXT.EXT.EXT.EXT.OFFICE 21133036046247098'-2"705303705309301412414603709906624604503807807300300300624624LOUVERS - TYP.SECURITY CAMERA - TYP.ACCENT PANEL SIMILAR TO CEILING -ACCENT COLORDISPLAY OR MURAL N.I.C.LIGHT SWITCHES AND THERMOSTAT1'-9"12'-8 1/4"10'-2"4'-6" 4'-4"3'-0" 3" 8'-0" 3" 3'-0"PRINTER - N.I.C.SMALL CASEWORK ON BACK WALL7'-11 1/2" VERIFY WITH MANUFACTURERHEIGHT MAY VARYMAIN F.P.100'-0"6.4AHEIGHT MAY VARY - VERIFY WITH MANUFACTURERIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:38 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA4.422021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ENLARGED SECTIONS AND ELEVATIONMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNKEYNOTE LEGENDNO. KEYNOTE300 REINFORCED CONCRETE FOOTING - SEE STRUCTURAL301 REINFORCED CONCRETE FOUNDATION WALL - SEE STRUCTURAL303 REINFORCED CONCRETE SLAB - SEE STRUCTURAL309 4" AGGREGATE BASE412 4" MANUFACTURED STONE VENEER414 MANUFACTURED STONE SILL503 STEEL TUBE - PAINTED WHERE EXPOSED - SEE STRUCTURAL603 WOOD SHEATHING604 SOLID SURFACE SILL624 2X6 FRAMING632 LSL RIM BOARD705 2" RIGID INSULATION CONTINUOUS AT FOUNDATION WALL.709 BATT INSULATION FULL THICKNESS716 PRE-FINISHED METAL SOFFIT720 STANDING SEAM METAL ROOF721 PRE-FINISHED METAL FASCIA801 ALUMINUM WINDOW SYSTEM807 ROLL SUN SHADE906 5/8" GYPSUM BOARDSCALE: 1/2" = 1'-0"A4.417SECTIONSCALE: 1/4" = 1'-0"A4.414ELEVATIONSCALE: 1/4" = 1'-0"A4.415ELEVATIONSCALE: 3/4" = 1'-0"A4.416SECTION
2'-0"6"3'-0"6"2'-0"1112PA5.1NA5.1NA5.1AWT-1AT-15'-6"6"2'-0"PA5.1NA5.1NA5.11112FEGBDACWT-1AT-1PA5.1NA5.12'-0" 6" 3'-0" 6" 2'-0"NA5.11112EFGKA5.1WT-1AT-112AT-12'-0" 6" 3'-0" 6" 2'-0"PA5.1NA5.1NA5.1111221LA5.1LA5.1KA5.1WT-1AT-112AT-14"3'-4"55"KA5.21'-6"651493UNDERCOUNTER CPU BRACKETPL-2PL-2PL-1141923MA5.220956325563830" 19" 3" END PANELTOWER SECURITY CAMERARA5.2PL-1PL-2PL-2PL-2PL-2141924239PL-1SA5.218"28"LA5.2KA5.2UNDERCOUNTER CPU BRACKET14563331PL-1PL-2PL-224A5.1ABCD1'-4"2'-5 1/4" 5'-2" 3'-6" 5'-2" 2'-8 1/2"1'-4"A5.1CBADA5.1FE1'-2 1/2"1'-1"1'-2 1/2"2'-0"2'-0"A5.1E1'-4"6'-8"40"28" 30" 30"LA5.222563339F/EPL-2PL-2PL-15'-0"MA5.1LA5.1NA5.1LA5.11'-2"11WT-15'-0"3'-1 1/4"MA5.1NA5.13'-0"EQ EQ11JLLA5.1HHWT-1WALL-HUNG LAVATORY (PIPES WRAPPED)MIRROR*PAPER TOWEL DISPENSER*SOAP DISPENSER*WATER CLOSETTOILET PAPER AND/OR SANITARY NAPKIN DISPENSERGRAB BARSSIGNAGEDRINKING FOUNTAINSINGLE BASIN SINKSEMI-RECESSED F.E. CABINETMOP SINK AND FAUCETMOP RACKFIXTURE & ACCESSORIES KEY**SEE ANSI MOUNTING HEIGHTS FOR FIXTURE AND ACCESSORIES ON SHEET G2.0**ABCDEFGHJKLMN*OWNER FURNISHED, CONTRACTOR INSTALLED1. ALL DISPENSERS ARE OWNER FURNISHED -CONTRACTOR INSTALLED.2. CABINET FINISH AND COUNTER TOPS SHALL BE PLASTIC LAMINATE - U.N.O.. SEE SCHEDULE BELOW.3. PROVIDE SCHLUTER TILE TRIM AROUND ALL EXPOSED TILE EDGES, INTERIOR AND EXTERIOR TILED CORNERS, AND TILED WALL TO FLOOR CONDITIONS.4. CONTRACTOR SHALL PROVIDE ACCESSORY TRIM PIECES FOR SCHLUTER TRIM.5. GROMMET HOLE LOCATIONS, IN COUNTERTOPS, TO BE FIELD VERIFIED WITH OWNER PRIOR TO DRILLING.GENERAL NOTESINTERIOR KEYNOTESCABINET FILLER - ON UPPER CABINETS PROVIDE BOTTOM AND TOP FOR FILLER12" DEEP UPPER CABINET24" DEEP BASE CABINET24" DEEP MICROWAVE CABINETPLASTIC LAMINATE COUNTERTOPPLASTIC LAMINATE BACKSPLASHQUARTZ COUNTERTOP (QZ-1)20" DEEP CABINET (ELEC. CHASE BEHIND)BASE - SEE FINISH TAG SHEET A1.4BASE - SEE CASEWORK SECTIONS12" x 24" WALL TILE (WT-1)2" x 2" MATT ACCENT TILE - 2 BANDS (AT-1)APPLIANCES - N.I.C.OFFICE EQUIPMENT - N.I.C.GROMMET - VERIFY LOCATION WITH OWNERGATE WITH BOMMER 3029-5 HINGES, SEE E/A5.33/4" PLASTIC LAMINATE ACCENT PANEL (PL-2)FRP (FP-1) WINDOW SYSTEMPAINTED METAL COUNTER TOP BRACKETDOOR AND HOLLOW METAL FRAMESTOREFRONT SYSTEMPNEUMATIC TUBE SYSTEM BY OWNER - VERIFY ROUGH IN RECOMMENDATIONSFUTURE PNEUMATIC TUBE SYSTEM BY OWNER -VERIFY ROUGH IN RECOMMENDATIONSREMOVABLE 3/4" PANEL(S), MOUNT WITH Z-CLIPS ON 2x HORIZ. FRAMING SIM TO DETAIL M/A5.2 12345678910111213141516171819202122232425SCHLUTER DILEX-EHK COVED PROFILEWALL TILE AND THIN SETBACKER BOARD FOR TILETILE ON THIN SET ON CONCRETE SLABSCHLUTER DILEX-EHK COVED PROFILEWALL TILE AND THIN SETBACKER BOARD FOR TILEWALL TILE AND THIN SETSCHLUTER DILEX-AHKA COVED PROFILEWALL TILE AND THIN SETBACKER BOARD FOR TILERESILIENT FLOOR ON CONCRETE SLABSCHLUTER SCHIENE PROFILEWALL TILE AND THIN SETBACKER BOARD FOR TILEH.M. FRAME WHERE OCCURSA5.1QA5.1RA5.1STUA5.1WVXA5.1RGA5.38"0" 96 1/2" 2 1/2"107"25"3 1/2"23"3 1/2"27 1/2"3 1/2"23"3 1/2"27 1/2"3 1/2"23"3 1/2"25"195"20"32"4 1/2"186"4 1/2"15"97"22"39"15"61 1/2"3'-4"61 1/2"145"3'-7"3'-0"18NM9FP-1A5.1BBYAAZ90 1/2" 25"74 3/8" 10" 25"16 5/8"15 1/8"23 3/8"25"10"20" *40"30 1/2"25"12'-6 1/2"115 1/2"9'-1 3/8"15 1/8"25"55"3'-4 1/8"9'-1 3/8"A6.2RA6.2R58 7/8"1'-6 3/8"(PL-1)1914*VERIFY ROUGH-IN DIMENSIONS WITH OWNER PRIOR TO MILLWORK CONSTRUCTION25ROUNDED CORNERAA5.3BA5.317710R 39'-8"R 476"R 39'-8"R 39'-8"4'-10"5"2'-0 1/2"2 1/2"2'-0"2 1/2"2'-4 1/2"2 1/2"2'-0"2 1/2"2'-4 1/2"2 1/2"2'-0"2 1/2"2'-0 1/2"4 1/2"46 3/8"5 3/4"8 1/8"1'-0 3/8"1'-6 3/8"2'-2 1/4"3'-0 1/4"QZ-1PL-2PL-1PL-4PL-410107CA5.3EA5.3174'-10"5'-6"5'-6 1/2" 3'-0" 2 1/2"1'-6"R 4'-5"2 7/8"QZ-1PL-27QZ-1PL-1PL-1PL-4PL-2GA5.371011"3'-4"5'-6"1'-7"CA5.3PL-4PL-1AA5.3BA5.3141072'-3" 2'-0" 2'-9 1/2" 2'-0" 2'-9 1/2" 2'-0" 2'-3"193"1'-8"1'-8" 1'-8" 1'-6" 1'-8" 1'-7" 1'-10"3'-4"4'-10"21"PL-1 (TYP.)7PL-1 (TYP.)PL-4 (TYP.)7716164'-4"CA5.3EA5.31078"1'-6"3'-4"5'-6"11" 5'-1 1/2" 3'-0"2 1/2"1'-9" 3'-3"1167PL-4QZ-1QZ-1PL-1PL-1PL-11477102'-10"4'-11 3/4"2'-6"8'-9 1/4"PL-116PL-1QZ-1716PL-2QZ-1CA5.3EA5.3710739" 21"12 1/2" 36" 61 1/2" 11"8"18"40"66"QZ-1QZ-1PL-416PL-1PL-1PL-1GA5.38"1'-6"3'-4"5'-6"11"1'-7"107102'-10"PL-1PL-4SCHLUTER RONDEC PROFILEWALL TILE AND THIN SETBACKER BOARD FOR TILE3'-0"4'-0"18M921HMILLWORK FINISH SCHEDULEP-LAM: WILSON ART, #7949K-18 "ASIAN NIGHT"P-LAM: PIONITE, #AT440, "CONNECTED CUBES"P-LAM: PIONITE, BLACK SE101 SUEDEP-LAM: FORMICA, "BRUSHED ARGENT M5311"QUARTZ: CAMBRIA, "IRONSBRIDGE"SOLID SURFACE: CORIAN, "DEEP MINK"COVED STAINLESS STEEL BASEFINISHED END PANELFINISHED BOTTOM PANELWALL TILE: DAL TILE, MUSEO,"EXHIBITION WHITE, MU30" ACCENT TILE: DAL TILE, MUSEO,"ARTISTIC GREY, MU31" FRP PANEL: CRANE, SMOOTH, "WHITE" PL-1:PL-2:PL-3:PL-4:QZ-1:SS-1:ST-1:F/E:F/B:WT-1AT-1FP-1IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:46 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA5.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ENLARGED PLANS AND ELEVATIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1/4" = 1'-0"A5.1AELEVATIONSCALE: 1/4" = 1'-0"A5.1BELEVATIONSCALE: 1/4" = 1'-0"A5.1CELEVATIONSCALE: 1/4" = 1'-0"A5.1DELEVATIONSCALE: 1/4" = 1'-0"A5.1YELEVATIONSCALE: 1/4" = 1'-0"A5.1BBELEVATIONSCALE: 1/4" = 1'-0"A5.1AAELEVATIONSCALE: 3/8" = 1'-0"A5.11ENLARGED PLANSCALE: 1/4" = 1'-0"A5.1ZELEVATIONSCALE: 1/4" = 1'-0"A5.1EELEVATIONSCALE: 1/4" = 1'-0"A5.1FELEVATIONSCALE: 3" = 1'-0"A5.1PDETAILSCALE: 3" = 1'-0"A5.1NDETAILSCALE: 3" = 1'-0"A5.1MDETAILSCALE: 3" = 1'-0"A5.1LDETAILSCALE: 3/8" = 1'-0"A5.12ENLARGED PLANSCALE: 1/4" = 1'-0"A5.1HELEVATIONSCALE: 3/8" = 1'-0"A5.13ENLARGED PLANSCALE: 1/4" = 1'-0"A5.1QELEVATIONSCALE: 1/4" = 1'-0"A5.1RELEVATIONSCALE: 1/4" = 1'-0"A5.1SELEVATIONSCALE: 1/4" = 1'-0"A5.1TELEVATIONSCALE: 1/4" = 1'-0"A5.1UELEVATIONSCALE: 1/4" = 1'-0"A5.1VELEVATIONSCALE: 1/4" = 1'-0"A5.1WELEVATIONSCALE: 1/4" = 1'-0"A5.1XELEVATIONSCALE: 3" = 1'-0"A5.1KDETAILSCALE: 1/4" = 1'-0"A5.1JELEVATIONFP-1
6'-10"1'-10"A5.2A1"2 1/2"6'-3"2 1/2"1"A5.2B1" 11" 10"A5.2C1'-9"1"46 1/2"9 1/4"DA5.2GROMMET3'-6"NA5.26'-10"1"6'-8"1"75"2'-1 1/2"R 144"5"PL-2QZ-1PL-1PL-31'-9"1'-10"3'-6"10PL-3QZ-1PL-11'-10"3'-6"1'-9"PL-3QZ-1PL-1104" 29 1/2" 14" 54 1/2"102"22 3/4"DRAWERS AND HARDWARE PULLS -SPACED EQUALLY (PL-1 FACE)PLASTIC LAMINATE BASE (PL-1)CABINET PULLSCABINET DOOR (PL-1)3/4" ADJUSTABLE SHELFCEILING PLANEMICROWAVE N.I.C.VENTILATION FOR MICROWAVE - TYP. BOTH SIDES3/4" SIDES AND BACK PANELS (PL-1)4" 29 1/2" 4" 22 1/2" 42"33 1/2" 26 1/2" 42"6" DRAWERS AND HARDWARE PULLSPLASTIC LAMINATE BASE (PL-1)CABINET PULLSCABINET DOOR (PL-1)3/4" ADJUSTABLE SHELF - TYP.CEILING PLANE102"CABINET PULLSCABINET DOOR (PL-1)3/4" ADJUSTABLE SHELF24"PLASTIC LAMINATE COUNTER TOP WITH 4" BACK SPLASH (PL-2)3/4" SIDE PANEL (PL-1)VENTILATION FOR MICROWAVE - TYP. BOTH SIDES12"22 3/4"78" 24"102"22 3/4"CABINET PULLSCABINET DOOR (PL-1)3/4" ADJUSTABLE SHELF - TYP.CEILING PLANEREFRIGERATE - N.I.C.4" COVED RUBBER BASE4" 3'-0" 4"3'-4"DRAWERS AND HARDWARE PULLS -TYP. (PL-1 FACE)PLASTIC LAMINATE BASE (PL-1)2'-0"PLASTIC LAMINATE COUNTERTOP WITH 4" BACK SPLASH (PL-2)4" 3'-0" 4"3'-4"PLASTIC LAMINATEBASE (PL-1)2'-0"PLASTIC LAMINATE COUNTERTOP WITH 4" BACK SPLASH (PL-2)6" DRAWERS AND HARDWARE PULLSCABINET PULLSCABINET DOOR (PL-1)3/4" ADJUSTABLE SHELF2'-11 1/2" 3"1 1/2"2"3'-6"10" 10" 1"1"4 1/2" COVED STAINLESS STEEL BASE (ST-1)(3 SIDES OF SUPPORT LEGS)3/4" REMOVABLE PANEL (PL-1)3/4" SHAPED ACCENT PANEL (PL-2) - SEE ELEVATION A/5.2PLASTIC LAMINATE REVEAL PANEL (PL-3)QUARTZ COUNTERTOP (QZ-1)1'-10"1'-6"10"2'-0 3/4"3/4"ALUMINUM Z-CLIPS MONARCH "MF375" - SEE DETAIL T/A5.2(3 EACH TOP & BTM)PAINT EXPOSED FRAMING BLACK3" END PANEL (PL-1) SEE R/A5.29 1/4"2"1" 7 1/4" 1"6.6B103'-10"T.O. FRAMINGQUARTZ TOP (QZ-1)16"60"A5.2EA5.2F1'-2 1/2"3"1'-2 1/2"2'-8"R 2'-0"R 6"3'-4"5'-0"PA5.2R 1 0 8 "10PL-3QZ-1PL-4PL-1PL-23'-4"2'-8"QA5.2QZ-1PL-3QZ-1PL-12'-10"WALL-HUNG LAVATORY (PIPES WRAPPED)MIRROR*PAPER TOWEL DISPENSER*SOAP DISPENSER*WATER CLOSETTOILET PAPER AND/OR SANITARY NAPKIN DISPENSERGRAB BARSSIGNAGEDRINKING FOUNTAINSINGLE BASIN SINKSEMI-RECESSED F.E. CABINETMOP SINK AND FAUCETMOP RACKFIXTURE & ACCESSORIES KEY**SEE ANSI MOUNTING HEIGHTS FOR FIXTURE AND ACCESSORIES ON SHEET G2.0**ABCDEFGHJKLMN*OWNER FURNISHED, CONTRACTOR INSTALLED1. ALL DISPENSERS ARE OWNER FURNISHED -CONTRACTOR INSTALLED.2. CABINET FINISH AND COUNTER TOPS SHALL BE PLASTIC LAMINATE - U.N.O.. SEE SCHEDULE BELOW.3. PROVIDE SCHLUTER TILE TRIM AROUND ALL EXPOSED TILE EDGES, INTERIOR AND EXTERIOR TILED CORNERS, AND TILED WALL TO FLOOR CONDITIONS.4. CONTRACTOR SHALL PROVIDE ACCESSORY TRIM PIECES FOR SCHLUTER TRIM.5. GROMMET HOLE LOCATIONS, IN COUNTERTOPS, TO BE FIELD VERIFIED WITH OWNER PRIOR TO DRILLING.GENERAL NOTESINTERIOR KEYNOTESCABINET FILLER - ON UPPER CABINETS PROVIDE BOTTOM AND TOP FOR FILLER12" DEEP UPPER CABINET24" DEEP BASE CABINET24" DEEP MICROWAVE CABINETPLASTIC LAMINATE COUNTERTOPPLASTIC LAMINATE BACKSPLASHQUARTZ COUNTERTOP (QZ-1)20" DEEP CABINET (ELEC. CHASE BEHIND)BASE - SEE FINISH TAG SHEET A1.4BASE - SEE CASEWORK SECTIONS12" x 24" WALL TILE (WT-1)2" x 2" MATT ACCENT TILE - 2 BANDS (AT-1)APPLIANCES - N.I.C.OFFICE EQUIPMENT - N.I.C.GROMMET - VERIFY LOCATION WITH OWNERGATE WITH BOMMER 3029-5 HINGES, SEE E/A5.33/4" PLASTIC LAMINATE ACCENT PANEL (PL-2)FRP (FP-1) WINDOW SYSTEMPAINTED METAL COUNTER TOP BRACKETDOOR AND HOLLOW METAL FRAMESTOREFRONT SYSTEMPNEUMATIC TUBE SYSTEM BY OWNER - VERIFY ROUGH IN RECOMMENDATIONSFUTURE PNEUMATIC TUBE SYSTEM BY OWNER -VERIFY ROUGH IN RECOMMENDATIONSREMOVABLE 3/4" PANEL(S), MOUNT WITH Z-CLIPS ON 2x HORIZ. FRAMING SIM TO DETAIL M/A5.2 123456789101112131415161718192021222324254 1/2" 2'-2 1/2" 7 1/2"1 1/2"2"3'-6"1" 1" 1'-0 1/2" 3" 1'-0 1/2" 1"4 1/2" STAINLESS STEEL BASE (ST-1) TYPICAL3/4" PANEL (PL-1)3/4" SHAPED ACCENT PANEL (PL-2)PLASTIC LAMINATE REVEAL PANEL (PL-3)QUARTZ COUNTERTOP (QZ-1)2'-6"6" DRAWERS AND HARDWARE PULLS (PL-1 FACE)1"3" END PANEL (PL-1) SEE R/A5.22'-10" 4 1/2"1 1/2"2"3'-6"4 1/2" COVED STAINLESS STEEL BASE (ST-1) (TYP.)3/4" PANEL (PL-1)3/4" SHAPED ACCENT PANEL (PL-2) (BEYOND)PLASTIC LAMINATE REVEAL PANEL (PL-3) 5'-0"3/4" SHAPED ACCENT PANEL (PL-2) (BEYOND)3"3"13 1/2"10"R 1'-8"PLASTIC LAMINATE WRAPPED COUNTER SUPPORTS (PL-4)QUARTZ COUNTERTOP (QZ-1)1"1"1" 4'-10"1"1'-5"1"3/4" PANEL3/4" PANEL (PL-1)3/4" FINISHED PANEL (PL-1) TYPICAL 3 SIDESWOOD FRAMING 2'-0"3"MILLWORK FINISH SCHEDULEP-LAM: WILSON ART, #7949K-18 "ASIAN NIGHT"P-LAM: PIONITE, #AT440, "CONNECTED CUBES"P-LAM: PIONITE, BLACK SE101 SUEDEP-LAM: FORMICA, "BRUSHED ARGENT M5311"QUARTZ: CAMBRIA, "IRONSBRIDGE"SOLID SURFACE: CORIAN, "DEEP MINK"COVED STAINLESS STEEL BASEFINISHED END PANELFINISHED BOTTOM PANELWALL TILE: DAL TILE, MUSEO,"EXHIBITION WHITE, MU30" ACCENT TILE: DAL TILE, MUSEO,"ARTISTIC GREY, MU31" FRP PANEL: CRANE, SMOOTH, "WHITE" PL-1:PL-2:PL-3:PL-4:QZ-1:SS-1:ST-1:F/E:F/B:WT-1AT-1FP-136 1/2"26"30"28"28"28" 28" 30" 26" 35"33 1/2" 26 1/2" 42"2'-0"13CKD1122241333569GA5.2HA5.2JA5.2(PL-2)(PL-2)(PL-1)(PL-1)(F/B)(F/E)4" 3'-0"3'-4"PLASTIC LAMINATEBASE (PL-1)2'-0"PLASTIC LAMINATE COUNTERTOP (PL-2)6" DRAWERS AND HARDWARE PULLSCABINET PULLSCABINET DOOR (PL-1)3/4" ADJUSTABLE SHELF20"4"OPEN ELECTRICAL CHASE2'-0"PLASTIC LAMINATE COUNTERTOP (PL-2)2x4 FRAMING FROM CABINET TO WALL3/4" REMOVABLE PANEL (PL-1) (54" LONG = (2) EQUAL PANELS)2'-9 3/4"3/4"ALUMINUM Z-CLIPS MONARCH "MF375" - SEE T/A5.2(2 EACH TOP & BTM OF EACH PANEL)20"4"4"14"DOOR BEYONDCABINET END PANEL (PL-1)OPEN ELECTRICAL CHASE12"PLASTIC LAMINET BASE (PL-1)2x6 FRAMING FROM CABINET TO WALL2x CONTINUOUS FRAMING (VARIES) 3/4" REMOVABLE PANEL (HEIGHT & WIDTH VARIES)ALUMINUM Z-CLIP MONARCH "MF375" (# OF CLIPS VARIES)CHASE SIDEIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:48 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA5.222021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ENLARGED PLANS, ELEVATIONS, AND SECTIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 3/8" = 1'-0"A5.21ENLARGED PLANSCALE: 1/4" = 1'-0"A5.2AELEVATIONSCALE: 1/4" = 1'-0"A5.2BELEVATIONSCALE: 1/4" = 1'-0"A5.2CELEVATIONSCALE: 1" = 1'-0"A5.2GSECTIONSCALE: 1" = 1'-0"A5.2HSECTIONSCALE: 1" = 1'-0"A5.2JSECTIONSCALE: 1" = 1'-0"A5.2KSECTIONSCALE: 1" = 1'-0"A5.2LSECTIONSCALE: 1" = 1'-0"A5.2NSECTIONSCALE: 1 1/2" = 1'-0"A5.2DSECTIONSCALE: 3/8" = 1'-0"A5.22ENLARGED PLANSCALE: 1/4" = 1'-0"A5.2EELEVATIONSCALE: 1/4" = 1'-0"A5.2FELEVATIONSCALE: 1" = 1'-0"A5.2PSECTIONSCALE: 1" = 1'-0"A5.2QSECTIONSCALE: 1" = 1'-0"A5.2RSECTIONALL CABINET PANELS, SHELVES, DRAWERS, AND DOORS SHALL BE 3/4" THICK PLASTIC LAMINATE COVEREDSCALE: 3/8" = 1'-0"A5.23ELEVATIONSCALE: 1" = 1'-0"A5.2MSECTIONSCALE: 1" = 1'-0"A5.2SSECTIONSCALE: 3" = 1'-0"A5.2TZ-CLIP DETAILALL CABINET PANELS, SHELVES, DRAWERS, AND DOORS SHALL BE 3/4" THICK PLASTIC LAMINATE COVERED
3'-4"4 1/2" ALUMASTEEL LAMINATE BASE (PL-4)3/4" FINISH PANEL (PL-1)5'-6"1 1/2"2" 11" 2"6" 3"5" 5"2'-9 1/2"5'-3 7/8"PLASTIC LAMINATE WRAPPED COUNTER SUPPORTS (PL-4)QUARTZ COUNTERTOP (QZ-1)R 3'-4"PLASTIC LAMINATE WRAPPED DIVIDER (PL-4)PLASTIC LAMINATE WRAPPED WALL CAP (PL-4)1 1/2"R 10"PLASTIC LAMINATE WRAPPED DIVIDER (PL-4)4 1/2" STAINLESS STEEL BASE (ST-1)4'-10"4 1/2" ALUMASTEEL LAMINATE BASE (PL-4)3/4" FINISH PANEL (PL-1)5'-6"1 1/2"2" 11" 2"4" 8"5'-3 7/8"PLASTIC LAMINATE WRAPPED COUNTER SUPPORTS (PL-4)QUARTZ COUNTERTOP (QZ-1)R 3'-4"PLASTIC LAMINATE WRAPPED WALL CAP (PL-4)(ALL SIDES)3/4" SHAPED ACCENT PANEL (PL-2)1 1/2"3'-4"1'-11"1 1/4"1"5"4 1/2" STAINLESS STEEL BASE (ST-1)58"3/4" FINISH PANELS (PL-1)4 1/2"1 1/2"40"2 1/2" 2'-1"1 1/2"1"1"QUARTZ COUNTERTOP (QZ-1)4 1/2" ALUMASTEEL LAMINATE BASE (PL-4)6" DRAWERS, HARDWARE, AND PULLSCABINET PULLSCABINET DOOR (PL-1)3/4" ADJUSTABLE SHELF4 1/2"4 1/2" STAINLESS STEEL BASE (ST-1)6" 2'-4"4 1/2" COVED STAINLESS STEEL BASE (BEYOND)3/4" FINISH PANEL (PL-1)QUARTZ COUNTERTOP (QZ-1)2 1/4"1 1/2"4 1/2"3/4" SHAPED ACCENT PANEL (PL-2)NOT USED2'-10"LOCKING DRAWERS, HARDWARE, AND PULLSQUARTZ COUNTERTOP (QZ-1)2'-6"LOCKING DRAWERS, HARDWARE, AND PULLS4 1/2"4 1/2" ALUMASTEEL LAMINATE BASE (PL-4)(TYPICAL 3 SIDES)FINISHED FACE (TYP. 3 SIDES) (PL-1)NOT USEDMILLWORK FINISH SCHEDULEP-LAM: WILSON ART, #7949K-18 "ASIAN NIGHT"P-LAM: PIONITE, #AT440, "CONNECTED CUBES"P-LAM: PIONITE, BLACK SE101 SUEDEP-LAM: FORMICA, "BRUSHED ARGENT M5311"QUARTZ: CAMBRIA, "IRONSBRIDGE"SOLID SURFACE: CORIAN, "DEEP MINK"COVED STAINLESS STEEL BASEFINISHED END PANELFINISHED BOTTOM PANELWALL TILE: DAL TILE, MUSEO,"EXHIBITION WHITE, MU30" ACCENT TILE: DAL TILE, MUSEO,"ARTISTIC GREY, MU31" FRP PANEL: CRANE, SMOOTH, "WHITE" PL-1:PL-2:PL-3:PL-4:QZ-1:SS-1:ST-1:F/E:F/B:WT-1AT-1FP-1IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:49 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA5.322021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.CASEWORK DETAILSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1" = 1'-0"A5.3ASECTIONSCALE: 1" = 1'-0"A5.3BSECTIONSCALE: 1" = 1'-0"A5.3CSECTIONSCALE: 1" = 1'-0"A5.3ESECTIONSCALE: 1" = 1'-0"A5.3FSECTIONSCALE: 1" = 1'-0"A5.3GSECTIONSCALE: 1" = 1'-0"A5.3DSECTIONALL CABINET PANELS, SHELVES, DRAWERS, AND DOORS SHALL BE 3/4" THICK PLASTIC LAMINATE COVERED
6A7 1/4"5 1/4"4064125035101'-4"1'-8"6019066046037246B7 1/4"4068016035034121'-4"1'-4"604601E51'-4"8 1/2"4066036031'-4"8" 8"8018015046247093E4061'-4"8016246246249066034067094 1/8"3/4"51031'-4"2'-0"4 1/2"4064126034064"2 1/2"4 1/8" 11 7/8"4 3/4"1/2"5 1/2"1/2"4 3/4"4 3/8"1/2"1'-2 1/4"1/2"4 3/8"6247094B7"8"8"40660390662480170962450444126034066247096039067099066246E3 3/4"8"x8" ALUMINUM COLUMN COVER TO MATCH STOREFRONT MATERIAL 5035034 1/4"3 3/4"4146045 1/4" 3"60141452'-0"1'-4"4124064 1/2"4066034"6244 3/4"1/2"5 1/2"1/2"4 3/4"4 3/8"1/2"1'-2 1/4"1/2"4 3/8"801709624B56249069066039069068008007096245044E1'-1"4'-7"1'-1"8 1/2"DETAIL ABOVE CEILING LEVEL OF OFFICES. DETAIL FROM ELEVATION 110'-8" TO 114'-8"6249066249067095046C4066038014146044144146037094064B9069069069066039068008006247097095044E801624801709ALUMINUM BREAK METAL -MATCH WINDOW FRAME9066031 3/4"3"3 5/8"5044801906603714624IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:53 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA5.422021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.FLOOR PLAN DETAILSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1" = 1'-0"A5.4ADETAILSCALE: 1" = 1'-0"A5.4BDETAILSCALE: 1" = 1'-0"A5.4JDETAILSCALE: 1" = 1'-0"A5.4KDETAILSCALE: 1" = 1'-0"A5.4LDETAILSCALE: 1" = 1'-0"A5.4FDETAILSCALE: 1" = 1'-0"A5.4HDETAILKEYNOTE LEGENDNO. KEYNOTE406 BRICK VENEER412 4" MANUFACTURED STONE VENEER414 MANUFACTURED STONE SILL503 STEEL TUBE - PAINTED WHERE EXPOSED - SEE STRUCTURAL504 STEEL COLUMN - PAINTED WHERE EXPOSED - SEE STRUCTURAL510 STEEL PIPE COLUMN - PAINTED WHERE EXPOSED - SEE STRUCTURAL601 2X WOOD FRAMING603 WOOD SHEATHING604 SOLID SURFACE SILL624 2X6 FRAMING709 BATT INSULATION FULL THICKNESS714 PRE-FINISHED CONT. METAL FLASHING724 BACKER ROD AND SEALANT800 DOOR & FRAME801 ALUMINUM WINDOW SYSTEM906 5/8" GYPSUM BOARDSCALE: 1" = 1'-0"A5.4DDETAILSCALE: 1" = 1'-0"A5.4NDETAILSCALE: 1" = 1'-0"A5.4MDETAILSCALE: 1/2" = 1'-0"A5.4GDETAILSCALE: 1" = 1'-0"A5.4CDETAILSCALE: 1" = 1'-0"A5.4EDETAILSCALE: 1" = 1'-0"A5.4PDETAILSCALE: 1" = 1'-0"A5.4QDETAIL
22'-6"3'-0" 4'-7"87"EQ EQ EQ11'-4" 11'-2"EQ EQ EQAAAAAAAAAAAASA6.2JA6.2DA6.2MA6.2VA6.2JA6.2KA6.29'-11 1/8" 2'-3 7/8" 4'-10 5/8"11'-1 5/8"17'-1 1/2"INTERIOR SHADE LOCATIONR 30'-6"A5"5"5"6 1/2"SEE SCHEDULESCHEDULESEEB5"5"2'-7" 5"SEE SCHEDULESCHEDULESEECSEE SCHEDULESCHEDULESEEATBTORBTD5"5"5"SEE SCHEDULESCHEDULESEEBT6" SHELF WITH SUPPORTS3'-6"3'-6"2'-7"GA6.2QA6.26 1/2"40"52"84"98"118"EQ EQ EQ36"BTBTBTBBBTBBBTBBBB127"GA6.2QA6.26 1/2"84"52"40"98"EQ EQ EQ3'-0"BTBTBTBTBBBTBBBBBB137"36" 67"EQ EQ EQAAASA6.2AA6.2JA6.2AA6.236" 55"130"AAAJA6.2SA6.272 1/16"87"84"123"25 1/2"72"25 1/2"REMOVABLE MULLION BEHIND DOORS ON DOOR 101AATBTORATBTOR6 1/2"R 1 8 ' -6 1 /2 "ABORPA6.2107 3/4"FA6.2116 3/8"36" 55"130"EQEQEQ156"AAAAAAAAASA6.2AA6.2JA6.2MA6.287"10'-11"29 1/2"72"29 1/2"AAAXA6.2AA6.2JA6.236"R 20'-8 5/8"GLAZING TYPE KEYA1" TINTED INSULATED GLAZING1/4" CLEAR FLOAT GLAZINGTEMPERED GLAZINGGLASS-FACED SPANDREL PANEL - GLASS TO MATCH ADJACENT GLASS TINTBTC36"48"36"AWA6.2EA6.2NA6.224"36" 55"AAWA6.2JA6.2EEA6.284"C98"HA6.2RA6.252"84"98"113"BBBTBBBTBBBB3'-0"40"EQ EQ EQZA6.26 1/2"40"52"84"96"120"121"EQ EQ3'-0"BTBTBTBBTBBBBBBBAAA6.2JJA6.2SSA6.23'-4" 3'-0"10'-0"DRIVE-THRU WINDOW AND ACCESSORIES BY OWNERUA6.2CA6.2LA6.2FFA6.2PPA6.23'-0"7'-0"6 1/2"40"52"84"96"120"125"EQ EQ3'-0"BTBTBBTBBTBBBBBBSSA6.2TTA6.2AAA6.2119 1/2"19"AATA6.2BA6.2KA6.2EQ EQNNA6.23157'-0"2"2"3'-0"2"BBA6.2KKA6.2CCA6.2LLA6.2DDA6.2MMA6.2IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:34:58 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA6.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.DOOR SCHEDULE & ELEVATIONSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNDOOR SCHEDULEDOOR NUMBERDOOR HANDINGLOCATION SIZESINGLE OR PAIRDOOR TYPEFRAME TYPEMATERIALFIRE RATINGREMARKSFROM TOWIDTHHEIGHTDOORFRAMEROOM #NAMEROOM #NAME101A RHR/LHR EXT. EXT. 101 VESTIBULE 6'-0" 7'-0" P A 303 ALUM ALUM REMOVABLE MULLION101B RHR/LHR 101 VESTIBULE 102 MAIN LOBBY 6'-0" 7'-0" P A 303ALUM ALUM103 LH 102 MAIN LOBBY 103 MANAGER 3'-0" 7'-0" S A 309 ALUM ALUM104 RH 102 MAIN LOBBY 104 OFFICE 1 3'-0" 7'-0" S A 310 ALUM ALUM106 RH 102 MAIN LOBBY 106 DRIVE-THRU 3'-0" 7'-0" S D 311 ALUM ALUM DUTCH DOOR w/SHELF107 RH 108 HALLWAY 107 BREAK 3'-0" 7'-0" S B 315 WOOD HM108 RHR EXT. EXT. 108 HALLWAY 3'-0" 7'-0" S A 314 ALUM ALUM111 RH 112 JAN./STOR. 111 MECH. 3'-0" 7'-0" S C 315 WOOD HM112 LHR 102 MAIN LOBBY 112 JAN./STOR. 3'-0" 7'-0" S C 315 WOODHM113 LH 102 MAIN LOBBY 113 OFFICE 2 3'-0" 7'-0" S A 312 ALUM ALUM115 RH 102 MAIN LOBBY 115 OFFICE 3 3'-0" 7'-0" S A 313 ALUM ALUM117 RH 108 HALLWAY 117 TOILET 3'-0" 7'-0" S C 315 WOOD HM118 LH 108 HALLWAY 118 TOILET 3'-0" 7'-0" S C 315 WOOD HM305SCALE: 1/4" = 1'-0"DOOR TYPE310309301302303304303A307306311312308314313303BSCALE: 1/4" = 1'-0"FRAME TYPES AND WINDOW STOREFRONTS
64"5/8" GYP. BOARDWOOD BLOCKINGSTEEL BEAM - SEE STRUCTURALBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM WINDOW FRAMESOFFIT FRAMINGPRE-FINISHED METAL SOFFIT AND J-CHANNELSUN SHADE3 1/4"EXTERIOR SIDESTEEL COLUMN -SEE STRUCTURALBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM WINDOW FRAMEWOOD SHEATHINGMASONRY VENEER2" 3 1/4" 8 1/8"3" 2"MASONRY VENEERMASONRY SILL1/2" WOOD SHEATHING4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDESSOLID SURFACE SILL1"2X6 WOOD STUDS -INSULATEDSTEEL BEAM - SEE STRUCTURALE6ALUMINUM BREAK METAL TO MATCH STOREFRONTBACKER ROD AND SEALANT - BOTH SIDESWOOD BLOCKING - AS REQUIRED4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDES8"8"COLUMN - SEE STRUCTURAL1 3/4"ROOF SHEATHINGSTANDING METAL SEAM ROOFPRE-FINISHED METAL FLASHING2X6 WOOD STUDS -INSULATED4 1/2" ALUMINUM WINDOW FRAME5/8" GYP. BOARDBACKER ROD AND SEALANT - BOTH SIDES1/2" WOOD SHEATHING1"5/8" GYP. BOARD4 9/16"4EQ EQSTEEL BEAM - SEE STRUCTURAL5/8" GYP. BOARD ON TRUSS BOTTOM CHORD4 1/2" ALUMINUM WINDOW FRAMEWOOD BLOCKINGBACKER ROD AND SEALANT - BOTH SIDESSOFFIT FRAMING AND PRE-FINISHED METAL SOFFIT AND J-CHANNEL4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT -BOTH SIDES2X6 WOOD STUDS -INSULATEDALUMINUM BREAK METAL -MATCH WINDOW FRAME5/8" GYP. BOARD1/2" WOOD SHEATHING3/4"1 3/4"4 1/2" ALUMINUM WINDOW FRAME3 1/2"FACE OF STUDA6.2YMETAL FILLER BETWEEN SEAMSROOF SHEATHINGSTANDING METAL SEAM ROOFPRE-FINISHED METAL FLASHING2X6 WOOD STUDS -INSULATED4 1/2" ALUMINUM WINDOW FRAME5/8" GYP. BOARDBACKER ROD AND SEALANT - BOTH SIDES(2) 1/2" WOOD SHEATHINGEBACKER ROD AND SEALANT - BOTH SIDESROOF JOIST - SEE STRUCTURALWOOD BLOCKING5/8" GYP. BOARD4 1/2" ALUMINUM WINDOW FRAMESOFFIT FRAMING AND PRE-FINISHED METAL SOFFIT AND J-CHANNEL1 3/16"SUN SHADE5/8" GYP. BOARD5/8" GYP. BOARD2X6 WOOD STUDS -INSULATEDBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM FRAME2X6 WOOD STUDS -INSULATEDHEADER - SEE STRUCTURALBACKER ROD AND SEALANT -BOTH SIDES4 1/2" ALUMINUM FRAME5/8" GYP. BOARDEQ EQMASONRY VENEER1/2" WOOD SHEATHING2X6 WOOD STUDS -INSULATED4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDESPRE-FINISHED METAL SOFFIT AND J-CHANNELFILL CAVITY WITH INSULATION4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDESROOF JOISTSMASONRY VENEER1/2" SHEATHING5/8" GYP. BOARD2X6 WOOD STUDS -INSULATED4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDES3"MASONRY VENEER1/2" WOOD SHEATHINGHEADER - SEE STRUCTURAL2X6 WOOD STUDS -INSULATEDPAINTED STEEL ANGLE -SEE STRUCTURAL4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDESMAX.3"SUN SHADEMASONRY VENEER1/2" WOOD SHEATHINGHEADER - SEE STRUCTURALDRIVE-THRU WINDOW AND TRIM BY OWNER2X6 WOOD STUDS -INSULATEDSTEEL ANGLE - SEE STRUCTURAL5/8" GYP. BOARDROLLED SHADEMASONRY VENEER1/2" WOOD SHEATHING5/8" GYP. BOARDDRIVE-THRU WINDOW AND TRIM BY OWNER2X6 WOOD STUDS -INSULATEDSOLID SURFACE1"MASONRY VENEER1/2" WOOD SHEATHING5/8" GYP. BOARDDRIVE-THRU WINDOW AND TRIM BY OWNER2X6 WOOD STUDS -INSULATED5/8" GYP. BOARDWOOD FRAMING FOR SOFFIT AND CEILINGSWOOD BEAM - SEE STRUCTURALBACKER ROD AND SEALANT -BOTH SIDES4 1/2" ALUMINUM WINDOW FRAMEALUMINUM BREAK METAL TO MATCH FRAME5/8" GYP. BOARD1/2" WOOD SHEATHINGSUN SHADEDRIVE-THRUROOM 1062X6 WOOD STUDS -INSULATEDHEADER - SEE STRUCTURALBACKER ROD AND SEALANT -BOTH SIDES4 1/2" ALUMINUM FRAME5/8" GYP. BOARD4 1/2" 2 1/4"DRIVE-THRUROOM 1065/8" GYP. BOARD5/8" GYP. BOARD2X6 WOOD STUDS -INSULATEDBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM FRAMEWOOD HEADER - SEE STRUCTURALCAULK AROUND FRAME - BOTH SIDES8 1/4" H.M. FRAME - INSULATEDDOOR PANEL2X6 WOOD STUDS - INSULATED1/2 SHEATHING - SEE STRUCTURAL5/8" GYP. BOARD2X WOOD FRAMINGWOOD HEADER - SEE STRUCTURALBACKER ROD AND SEALANT - BOTH SIDES4 3/4" ALUMINUM FRAME6"2"1"1/2"5/8" GYP. BOARD R 1/2"2X6 WOOD STUD -INSULATEDBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM FRAME5/8" GYP. BOARD 4 7/8"2X6 WOOD STUD -INSULATEDBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM FRAME5/8" GYP. BOARD 2X6 WOOD STUD -INSULATEDBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM FRAME5/8" GYP. BOARD CAULK AROUND FRAME -BOTH SIDES8 1/4" H.M. FRAME -INSULATEDDOOR PANEL2X6 WOOD STUDS -INSULATED1/2 SHEATHING - SEE STRUCTURAL5/8" GYP. BOARDWOOD HEADER - SEE STRUCTURALCAULK AROUND FRAME - BOTH SIDES7 3/4" H.M. FRAME - INSULATEDDOOR PANEL2X6 WOOD STUDS - INSULATED5/8" GYP. BOARDCAULK AROUND FRAME -BOTH SIDES7 3/4" H.M. FRAME -INSULATEDDOOR PANEL2X6 WOOD STUDS -INSULATED1/2 SHEATHING - SEE STRUCTURAL5/8" GYP. BOARDTILE WHERE OCCURS -PROVIDE 5/8" BACKER BOARDWOOD HEADER - SEE STRUCTURALCAULK AROUND FRAME - BOTH SIDES5 3/4" H.M. FRAME - INSULATEDDOOR PANEL2X6 WOOD STUDS - INSULATED5/8" GYP. BOARDCAULK AROUND FRAME -BOTH SIDES5 3/4" H.M. FRAME -INSULATEDDOOR PANEL2X6 WOOD STUDS -INSULATED5/8" GYP. BOARDTILE WHERE OCCURS -PROVIDE 5/8" BACKER BOARDWIDTH VARIES1"3/4"1 1/4"3"3/4"3/4"PAINTED WOOD2" 3 1/4" 8 1/8"3" 2"MASONRY VENEERMASONRY SILL1/2" SHEATHING4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDESSOLID SURFACE SILL1"2X6 WOOD STUDS -INSULATEDROOF SHEATHINGSTANDING METAL SEAM ROOFPRE-FINISHED METAL FLASHING2X8 WOOD STUDS4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDESWOOD SHEATHING1"VAPOR BARRIERAIR BARRIER WRAP INTO OPENINGMASONRY VENEER1/2" SHEATHING5/8" GYP. BOARD2X6 WOOD STUDS -INSULATED4 1/2" ALUMINUM WINDOW FRAMEBACKER ROD AND SEALANT - BOTH SIDESPRE-FINISHED METAL FLASHINGDRIVE-THRUROOM 1065/8" GYP. BOARD5/8" GYP. BOARD2X6 WOOD STUDS -INSULATEDBACKER ROD AND SEALANT - BOTH SIDES4 1/2" ALUMINUM FRAMESOLID SURFACE SILLMASONRY VENEER1/2" WOOD SHEATHINGHEADER - SEE STRUCTURAL2X6 WOOD STUDS -INSULATEDPAINTED STEEL ANGLE -SEE STRUCTURAL4 1/2" ALUMINUM DOOR FRAMEBACKER ROD AND SEALANT - BOTH SIDESMASONRY VENEER1/2" SHEATHING5/8" GYP. BOARD2X6 WOOD STUDS -INSULATED4 1/2" ALUMINUM DOOR FRAMEBACKER ROD AND SEALANT - BOTH SIDES3"IDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:35:01 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA6.222021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.DOOR AND WINDOW DETAILSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1 1/2" = 1'-0"A6.2AHEADERSCALE: 1 1/2" = 1'-0"A6.2JJAMBSCALE: 1 1/2" = 1'-0"A6.2SSILLSCALE: 1 1/2" = 1'-0"A6.2MJAMBSCALE: 1 1/2" = 1'-0"A6.2VSILLSCALE: 1 1/2" = 1'-0"A6.2BHEADERSCALE: 1 1/2" = 1'-0"A6.2KJAMBSCALE: 1 1/2" = 1'-0"A6.2TSILLSCALE: 1 1/2" = 1'-0"A6.2DHEADERSCALE: 1 1/2" = 1'-0"A6.2QJAMBSCALE: 1 1/2" = 1'-0"A6.2GHEADERSCALE: 1 1/2" = 1'-0"A6.2PJAMBSCALE: 1 1/2" = 1'-0"A6.2FHEADERSCALE: 1 1/2" = 1'-0"A6.2NJAMBSCALE: 1 1/2" = 1'-0"A6.2EHEADERSCALE: 1 1/2" = 1'-0"A6.2CHEADERSCALE: 1 1/2" = 1'-0"A6.2USILLSCALE: 1 1/2" = 1'-0"A6.2LJAMBSCALE: 1 1/2" = 1'-0"A6.2EEHEADERSCALE: 1 1/2" = 1'-0"A6.2HHEADERSCALE: 1 1/2" = 1'-0"A6.2RJAMBSCALE: 1 1/2" = 1'-0"A6.2BBHEADERSCALE: 1 1/2" = 1'-0"A6.2AAHEADERSCALE: 1 1/2" = 1'-0"A6.2JJJAMBSCALE: 1 1/2" = 1'-0"A6.2SSJAMBSCALE: 1 1/2" = 1'-0"A6.2TTJAMBSCALE: 1 1/2" = 1'-0"A6.2KKJAMBSCALE: 1 1/2" = 1'-0"A6.2CCHEADERSCALE: 1 1/2" = 1'-0"A6.2LLJAMBSCALE: 1 1/2" = 1'-0"A6.2DDHEADERSCALE: 1 1/2" = 1'-0"A6.2MMJAMBSCALE: 3" = 1'-0"A6.2YDETAILSCALE: 1 1/2" = 1'-0"A6.2WSILLSCALE: 1 1/2" = 1'-0"A6.2XSILLSCALE: 1 1/2" = 1'-0"A6.2NNJAMBSCALE: 1 1/2" = 1'-0"A6.2ZJAMBSCALE: 1 1/2" = 1'-0"A6.2FFHEADERSCALE: 1 1/2" = 1'-0"A6.2PPJAMB
64312ABDE5CSLOPE = 1" / 1'-0"CURVED ROOF
SLOPE VARIES
CURVED ROOF
SLOPE VARIES
CURVED ROOF
SLOPE VARIES
CURVED ROOF
SLOPE VARIES
CURVED ROOF
SLOPE VARIES
CURVED ROOF
SLOPE VARIESSLOPE = 1" / 1'-0"AABBCC3.54.81.5AA7.2HA7.2BA7.2CA7.2DA7.2EA7.2FA7.2719719719JA7.2SIMLA7.2MA7.2RA7.23/8" / 1'-0"7/8" / 1'-0"2'-1 3/8"3'-2"5/8" / 1'-0"3'-2"1'-6"1'-6"5'-0"5/8" / 1'-0"QA7.2TA7.2TA7.2PA7.2SimPA7.2SimR03R01R01R01R01LOWER ROOFNA7.2LOWER ROOFLOWER ROOFGA7.2LOWER ROOFKA7.2SA7.2LOWER ROOFR01R02R02R02ROOF CRICKETSROOF CRICKETS719719HA7.2R03EA7.2KA7.2KA7.2DA7.2RA7.2ROOF DRAINS - SEE PLUMBINGCURVED ROOFSLOPE VARIESCURVED ROOFSLOPE VARIES1/2" / 1'-0"5 /8 " / 1 '-0 "1/4" / 1'-0"3/8" / 1'-0"3 /8" / 1'-0"5/8" / 1'-0"3/8" / 1'-0"5 /8 " / 1 '-0 "5/8" / 1'-0"1/2" / 1'-0"3/8" / 1'-0"NOTE: VALLEYS SHALL HAVE A NET MINIMUM SLOPE OF 1/4" PER 12"1/4" / 1'-0"SNOW RAILS - SEE SPECIFICATIONSINSTALL PER MANUFACTURERS DIRECTIONSSNOW RAILS - SEE SPECIFICATIONSINSTALL PER MANUFACTURERS DIRECTIONSIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:35:04 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA7.122021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ROOF PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:N1/4" = 1'-0"ROOF PLANKEYNOTE LEGENDNO. KEYNOTE719 PRE-FINISHED METAL GUTTER
4STANDING SEAM METAL ROOFPRE-FINISHED METAL FASCIAROOF SHEATHING2X WOOD FRAMINGPRE-FINISHED METAL SOFFIT2X WOOD BLOCKING -FASTENED TO STEEL BEAMSTEEL BEAM AND WOOD TRUSS PLATE- SEE STRUCTURALSTOREFRONT SYSTEMBARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILLED WITH INSULATIONR01PRE-FINISHED METAL DRIP EDGER-13 INSULATION1'-8"1'-2"4A6.2YSTANDING SEAM METAL ROOFROOF SHEATHING2X WOOD FRAMING2X6 WOOD FRAMING -FASTENED TO STEEL BEAMSTEEL BEAM AND WOOD TRUSS PLATE- SEE STRUCTURALSTOREFRONT SYSTEMBARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILLED WITH INSULATIONINSULATION1/2" 4" 4"8"1 1/2"6 3/4"1/2"1/2"9"1/2"1/2"11"PRE-FINISHED METAL FLASHINGWOOD TRIMSHEATHING5/8" GYP. BOARD1/2" / 1'-0"1'-6"1'-7"PRE-FINISHED METAL DRIP EDGE AND HOLD DOWN CLIPPRE-FINISHED METAL FASCIA2X8 WOOD FRAMINGSHEATHING - TYP.PRE-FINISHED METAL FASCIAPRE-FINISHED METAL SOFFITWOOD TRUSSES - SEE STRUCTURALROOF SHEATHINGCOVER BOARDTAPERED INSULATIONSINGLE PLY MEMBRANE ROOFINGSPM TO GO UP AND OVER PARAPETSHEATHING - TYP.2X4 WOOD FRAMING2R01R021'-2"BARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILL ED WITH INSULATIONSTANDING SEAM METAL ROOFROOF SHEATHINGR-13 INSULATION2X WOOD FRAMINGPRE-FINISHED METAL DRIP EDGEWOOD TRUSS PLATE- SEE STRUCTURALPRE-FINISHED METAL FASCIAPRE-FINISHED METAL SOFFITSTANDING SEAM METAL ROOFROOF SHEATHINGPRE-FINISHED FLASHINGROOF JOIST AND BEAM - SEE STRUCTURAL - FILLED WITH INSULATION5/8" GYP. BOARDWALL SHEATHINGLSL RIM BOARD1'-6"1'-6"1" / 1'-0"R02ROOF JOIST AND BEAM -SEE STRUCTURAL -FILLED WITH INSULATIONROOF SHEATHINGSTANDING SEAM METAL ROOFPRE-FINISHED METAL DRIP EDGEPRE-FINISHED METAL GUTTERPRE-FINISHED METAL FASCIALSL RIM BOARD1'-2"PRE-FINISHED METAL SOFFIT2X WOOD FRAMINGMASONRY VENEER -BRICK OR CONCRETE6BARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILLED WITH INSULATION1'-9 1/2"WOOD TRUSS PLATE - SEE STRUCTURALR-13 INSULATIONSTANDING SEAM METAL ROOFROOF SHEATHINGPRE-FINISHED METAL DRIP EDGEPRE-FINISHED METAL GUTTERPRE-FINISHED METAL FASCIALSL RIM BOARD2X WOOD FRAMING1 '-2 "PRE-FINISHED METAL SOFFITSTEEL BEAM - SEE STRUCTURAL4R01R011'-6"1'-2"STANDING SEAM METAL ROOFROOF SHEATHINGBARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILLED WITH INSULATIONPRE-FINISHED METAL DRIP EDGEPRE-FINISHED METAL FASCIALSL RIM BOARD2X WOOD FRAMINGR-13 INSULATIONPRE-FINISHED METAL SOFFITPRE-FINISHED METAL FLASHINGWALL SHEATHING - TYP.STANDING SEAM METAL ROOFROOF SHEATHINGBARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILLED WITH INSULATION1'-7" 1'-6"PRE-FINISHED METAL DRIP EDGE AND HOLD DOWN CLIP2X8 WOOD FRAMINGPRE-FINISHED METAL FASCIASPM TO GO UP AND OVER PARAPETSINGLE PLY MEMBRANE ROOFINGSHEATHING - TYP.PRE-FINISHED METAL FASCIA2X4 WOOD FRAMINGCOVER BOARDROOF SHEATHINGWOOD TRUSSES - SEE STRUCTURALSHEATHING - TYP.PRE-FINISHED METAL SOFFITWOOD TRUSSES - SEE STRUCTURALAPRE-FINISHED METAL SOFFITSHEATHING - SEE STRUCTURALWOOD TRUSS AND BLOCKING - SEE STRUCTURALR-21 INSULATIONROOF SHEATHING - SEE STRUCTURALCOVER BOARD FOR ROOFING MEMBRANESINGLE PLY MEMBRANE ROOFINGTERMINATION BAR AND SEALANTSTEEL ANGLE - SEE STRUCTURALSPM FLASHING - HEAT WELD TO MEMBRANEMASONRY VENEERWALL SHEATHING - TYP.BR011'-2"1'-6"STANDING SEAM METAL ROOFPRE-FINISHED CURVED METAL RAKE TRIMROOF SHEATHING - SEE STRUCTURALPRE-FINISHED METAL FASCIA(2) LAYERS OF 3/4" SHAPED SHEATHINGBARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILLED WITH INSULATIONPRE-FINISHED METAL SOFFIT2X WOOD BLOCKINGMASONRY VENEER1'-6"1'-2"STANDING SEAM METAL ROOFROOF SHEATHING - SEE STRUCTURALPRE-FINISHED CURVED METAL RAKE TRIM2X6 WOOD OUTLOOKER - SEE STRUCTURAL(2) LAYERS OF 3/4" SHAPED SHEATHINGPRE-FINISHED METAL FASCIA2X WOOD FRAMINGPRE-FINISHED METAL SOFFITMASONRY VENEERE1'-8"PRE-FINISHED CURVED METAL RAKE TRIM ROOF SHEATHING - SEE STRUCTURALSTANDING SEAM METAL ROOF(2) LAYERS OF 3/4" SHAPED SHEATHINGPRE-FINISHED METAL FASCIA BARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD - FILLED WITH INSULATIONPRE-FINISHED METAL SOFFIT 2X WOOD BLOCKING1'-2"1'-6 1/2"E8"4 1/2"1'-5"5/8" GYP. BOARD2X6 WOOD FRAMING1/2" WOOD SHEATHINGSTANDING SEAM METAL ROOFFLASHING1/2" WOOD SHEATHING5/8" GYP. BOARDWOOD FRAMING SCRIBED TO THE CURVE2X WOOD FRAMING1/2" WOOD SHEATHING5/8" GYP. BOARDSTEEL BEAM - SEE STRUCTURALWOOD FRAMING SCRIBED TO THE CURVE2 1/8" 3 3/8"51 '-2 "2'-1"PRE-FINISHED METAL DRIP EDGEPRE-FINISHED METAL FASCIALSL RIM BOARDROOF SHEATHINGSTANDING SEAM METAL ROOFSHAPED 2X WOOD OUTLOOKER - 5 1/2" MIN. DEPTH - FILLED WITH INSULATION2X WOOD FRAMINGPRE-FINISHED METAL SOFFIT3'-9 1/2"STANDING SEAM METAL ROOFPRE-FINISHED CURVED METAL RAKE TRIMSTEEL FASCIA BEAM -20'-0" RADIUS T.O. BEAM - SEE STRUCTURAL(2) LAYERS 3/4" SHAPED SHEATHINGPRE-FINISHED METAL FASCIAPRE-FINISHED METAL SOFFITROOF JOIST AND WOOD BLOCKING - FILLED INSULATIONA1'-2"STANDING SEAM METAL ROOFROOF SHEATHING - SEE STRUCTURALPRE-FINISHED METAL RAKE TRIM2X6 WOOD OUTLOOKER - SEE STRUCTURALLSL RIM BOARDPRE-FINISHED METAL FASCIA2X WOOD FRAMINGPRE-FINISHED METAL SOFFITMASONRY VENEER1'-6"1'-11 1/4"BROOF SHEATHING - SEE STRUCTURALTERMINATION BAR AND SEALANTPRE-FINISHED METAL FLASHINGMASONRY VENEERBARREL TRUSS - 55'-0" RADIUS T.O. TOP CORD -FILLED WITH INSULATIONSHAPED 4X LEDGER - SEE STRUCTURALSTANDING SEAM METAL ROOFDPRE-FINISHED METAL DRIP EDGEPRE-FINISHED METAL FASCIALSL RIM BOARDROOF JOISTS -SEE STRUCTURALPRE-FINISHED METAL SOFFITMASONRY VENEERROOF SHEATHING - SEE STRUCTURALSTANDING SEAM METAL ROOF2X8 WOOD LEDGER ATTACHED TO STEEL BEAM -SEE STRUCTURAL2X WOOD FRAMINGR-13 INSULATIONIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:35:07 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA7.222021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ROOF DETAILSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE: 1" = 1'-0"A7.2ADETAILSCALE: 1" = 1'-0"A7.2BDETAILSCALE: 1" = 1'-0"A7.2HDETAILSCALE: 1" = 1'-0"A7.2CDETAILSCALE: 1" = 1'-0"A7.2DDETAILSCALE: 1" = 1'-0"A7.2EDETAILSCALE: 1" = 1'-0"A7.2FDETAILSCALE: 1" = 1'-0"A7.2JDETAILSCALE: 1" = 1'-0"A7.2GDETAILSCALE: 1" = 1'-0"A7.2KDETAILSCALE: 1" = 1'-0"A7.2LDETAILSCALE: 1" = 1'-0"A7.2MDETAILSCALE: 1" = 1'-0"A7.2NDETAILSCALE: 1" = 1'-0"A7.2PDETAILSCALE: 1" = 1'-0"A7.2QDETAILSCALE: 1" = 1'-0"A7.2RDETAILSCALE: 1" = 1'-0"A7.2SDETAILSCALE: 1" = 1'-0"A7.2TDETAIL
CAST IN PLACE
CENTERLINE
CENTERLINE OF BEAM
CENTERLINE OF COLUMN
CENTERLINE OF WALL
CLEAR
CONCRETE
CONCRETE CONTROL JOINT
CONCRETE SAWCUT JOINT
CONCRETE MASONRY UNIT
CONNECTION
CONTINUOUS
DEAD LOAD
DOWN
DRAWING(S)
EQUAL
EQUIPMENT
EXPANSION JOINT
EACH WAY
FINISHED FLOOR
FACE OF STEEL
FACE OF WALL
GAUGE
GALVANIZED
GENERAL STRUCTURAL NOTES
CENTERLINE OF FOOTING
FACE OF MEMBER
EXPANSION BOLT
EDGE OF SLAB
DIAMETER
GALV.
GSN
DN.
DWG(S)
EQ.
EQUIP.
EXP. JT (E.J.)
E.W.
F.F.
F.O.S.
F.O.W.
GA.
F.O.M.
EXP. BOLT
E.O.S.
o OR DIA.
C.I.P.
C.L.
C.L.B.
C.L.C.
C.L.W.
CLR
CONC
C.C.J.
C.S.J.
C.M.U.
CONN.
CONT.
D.L.
C.L.F.
W/ WITH
W/O WITHOUT
T.O.P.
U.N.O.
W.W.F.
TYP.
VERT
T.O.S.
T.O.W.
T.O.D.
T.O.F.
T.O.L.
T.O.M.
STD
T.O.B.
T.L.
SLH
SLV
SIM.
SQ.
PSF
PSI
REINF.
PREFAB
OPP.
P.C.
PLF
N.T.S.
O.C.
O.F.W.
TOP OF FOOTING
UNLESS NOTED OTHERWISE
WELDED WIRE FABRIC
TOP OF MASONRY
TOP OF PLATE
TOP OF STEEL
TOP OF WALL
TYPICAL
VERTICAL
STANDARD
TOP OF BEAM
TOP OF DECK
TOP OF LEDGER
TOTAL LOAD
OUTSIDE FACE OF WALL
PRECAST CONCRETE
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
SHORT LEG VERTICAL
SHORT LEG HORIZONTAL
REINFORCING
SIMILAR
SQUARE
NOT TO SCALE
ON CENTER
OPPOSITE
PREFABRICATED
AGGREGATE BASE COURSE
AIR CONDITIONER
ABOVE FINISHED FLOOR
ALTERNATE
ANCHOR BOLT
AT (MEASUREMENT)
BEAM
BOTTOM OF BEAM
BOTTOM OF DECK
BEARING
BELOW FINISHED FLOOR
BOTTOM OF FOOTING
A.B.C.
A/C
A.F.F.
ALT.
A.B.
@
BM
B.O.B.
B.O.D.
BRG
B.F.F
B.O.F.
ABBREVIATIONS
LBS (#)
MFR('S)
M.C.J.
MECH'L.
N/A
LLV
LLH
HORIZ.
K(KIP)
GLB (GLULAM)
I.F.W.
L.L.
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
GLUED-LAMINATED BEAM
INSIDE FACE OF WALL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN. MINIMUM
MAX. MAXIMUM
SYMBOLS LEGEND
WALLS WITH SOLID LINES DESIGNATE STRUCTURAL (BEARING) WALLS.
WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING)
WALLS.
WALLS WITH HATCH DESIGNATE MASONRY WALLS.
, , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL
DESIGNATES SHEARWALL LENGTH.
5 6 7
, , - AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN. SEE HOLDOWN
SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION.
A B
INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL
DETAILS FOR FRAMING INFORMATION.
- AS SHOWN ON PLAN INDICATES A HELICAL PIER.
XXXX CS16, CMSTC16, ECT. - AS SHOWN AT WALL OPENINGS INDICATE STRAPPING,
PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL.
D=xxx# INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN
TRUSS FOR IN BOTH TENSION AND COMPRESSION.
STEP INDICATES STEPPED OR DEPRESSED SLAB.
C=X" INDICATES CAMBER IN BEAM.
INDICATES RIDGID CONNECTION.
(NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT)
P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST
SCHEDULE FOR MORE INFORMATION.
SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE
STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START
AT THE LEVEL THEY ARE CALLED OUT ON.
PX
SCX
RME
XXX#
N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:30 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS1.0
23-038 BEEHIVE FCU-NORTH REXBURGGENERAL STRUCTURAL NOTES02/23/2023
AV
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 SPECIAL INSPECTIONS ---
S1.2 TYPICAL DETAILS T - SERIES
S1.3 TYPICAL DETAILS T - SERIES
S2.0 FOUNDATION PLAN ---
S2.1 LOWER ROOF FRAMING PLAN ---
S2.2 UPPER ROOF FRAMING PLAN ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S3.1 FOUNDATION DETAILS 100 - SERIES
S4.0 ROOF FRAMING DETAILS 200 - SERIES
S4.1 ROOF FRAMING DETAILS 200 - SERIES
S4.2 ROOF FRAMING DETAILS 200 - SERIES
S4.3 ROOF FRAMING DETAILS 200 - SERIES
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ELEMENTS LIVE LOAD TOTAL LOAD
LOCATION:MINIMUM
COVER TOLERANCE
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
USE:MATERIAL:
GENERAL REQUIREMENTS:
BASIS FOR DESIGN:
FOUNDATION NOTES:CONCRETE:WOOD:DEFERRED SUBMITTAL ITEMS:
1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN
DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND
LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).
2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE
BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND
COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY
REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY
NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN
EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING
KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT
EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON
THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY
ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT
EXPLICITLY SHOWN.
3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED
ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS
STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S
CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL
NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS,
BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS
MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR
CLARITY.
5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,
MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS
AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL
DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH
THE ARCHITECT AND STRUCTURAL ENGINEER.
6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED
BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS
SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING
DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN
OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.
1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.
RISK CATEGORY = II
4. SEISMIC DESIGN PARAMETERS:
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
PROCEDURE
IMPORTANCE FACTOR Ie = 1.00
SEISMIC DESIGN CATEGORY D
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.143, SS = 0.367
DESIGN SPECTRAL RESPONSE
ACCELERATIONS
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
AT BUILDING: PLYWOOD SHEARWALL(S)
AT DRIVE-THRU: STEEL ORDINARY
CANTILEVERED COLUMNS
R = 6.5, CS = 0.057
5. WIND DESIGN PARAMETERS (STRENGTH):
ULTIMATE WIND SPEED 115 MPH (3 SECOND GUST)
WIND EXPOSURE C
IMPORTANCE FACTOR Iw = 1.00
INTERNAL PRESSURE COEFFICIENT -0.18
COMPONENT AND CLADDING PRESSURE 27.2 PSF
NET UPLIFT ON ROOF 26.5 PSF
2. VERTICAL LOADS:
ROOF ROOF = 35 PSF
GROUND = 50 PSF 20 PSF
3. DEFLECTION LIMITS:
ROOF TRUSSES/JOISTS L/360 L/240
BEAMS L/360 L/240
3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR
WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE
MAY BE COMBINED.
4.ALL FOUNDATIONS SHALL BEAR ON COMPACTED ENGINEERED FILL OR COMPETENT
NATIVE SOIL SUBBASE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR).
GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING
FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY
ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST
5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND
FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE
PLACEMENT.
5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF
FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD
CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH
CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS
THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557.
6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE
WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND
CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED
BELOW.
THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE:
ALLOWABLE BEARING PRESSURE 2500 PSF
ALLOWABLE LATERAL BEARING PRESSURE 100 PSF/FT
ALLOWABLE LATERAL SLIDING COEFFICIENT 0.25
FOUNDATION BEARING DEPTH
36" BELOW FINISHED GRADE
2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER
CUBIC FOOT USING HARD ROCK AGGREGATES. AGGREGATE USED IN CONCRETE
SHALL CONFORM TO ASTM C33. .
3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO
CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.
STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF
REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE
STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY.
PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL
CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL
BE SPLICED AT OR NEAR FLOOR LINES.
4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS
"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR
NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:
5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL
CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN
CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.
6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND
CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.
7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI
614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,
EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER
FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND
COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM
FORMS BEFORE PLACING CONCRETE.
ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,
ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS
BEFORE PLACING THE CONCRETE.
8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL
JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A
MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS
(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE
SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT
DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE
WITHIN 16 HOURS OF CONCRETE BATCHING.
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY
APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS
SHALL NOT IMPAIR THE STRENGTH OF THE WORK.
10. FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS
AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL
HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY
ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED
CONCRETE.
11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM
DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.
12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND
APPROVED BY THE STRUCTURAL ENGINEER.
13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE
MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO
MOISTURE.
CAST AGAINST EARTH (FOOTINGS)3"± 3/8"
SLABS ON GRADE 1 1/2"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"
STRUCTURAL SLABS AND WALLS
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
FOOTINGS 3500 PSI 0.50 5.5% ± 1%
FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1%
INTERIOR CONCRETE
SLABS ON GRADE 3500 PSI 0.45 N/A
1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE
ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"
(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED
OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF
BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC
TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE
SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT
ICC-ES APPROVAL.
2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF
THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR
THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL
BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED
OTHERWISE IN SCHEDULES:
2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
JOISTS, TOP PLATES AND ALL OTHER
SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
LOCATION:NOMINAL
THICKNESS:
SPAN
INDEX
RATING:
EDGE
ATTACHMENT:
FIELD
ATTACHMENT:
WALL 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 10d AT 6" O.C.10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 10d AT 6" O.C. 10d AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
3. PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO
STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO
SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL
TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,
COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL
PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING
AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:
SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT
LEAST 1 1/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE
GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE.
PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED
SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL
OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BEUSED ON ROOFS WHERE BUILT
UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL
COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING
EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND
THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,
MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,
AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK
WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT.
DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO
SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.
5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR
COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND
CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,
FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE
FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST
AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND
CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON
A RADIUS OF CURVATURE OF 2000 FEET.
6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =
2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.
ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND
HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE
STAMP AND AITC STAMP AND CERTIFICATE.
7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs
SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.
8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs
SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.
9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs
SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.
10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.
SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A
MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,
4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM
ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)
SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE
CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL
EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR
WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER
DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.
11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.
BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø
(DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT
STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT
LOOSENING.
12.
OPEN-WEB WOOD ROOF TRUSSES
SD1 = 0.221, SDS = 0.369
GENERAL STRUCTURAL NOTES
(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
± 1/4"
1 1/2" ± 3/8"
± 3/8"
1/8"
3/4"1/8"
1 1/2" 3/8"
PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE
DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD
LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20
PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS.
BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED
OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN
CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO
MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED.
SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING
POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL
TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL
EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY
BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE
IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND
THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE
FACE OF THE BOTTOM CHORD.
PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL):
DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION
ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND
FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS
REQUIRED TO SUPPORT MECHANICAL EQUIPMENT.
7/16" OR 1/2"
7/16" OR 1/2"
15/32" OR 1/2"
19/32" OR 5/8"
23/32" OR 3/4"
7/8"
3/4" T&G
7/8" T&G
1 1/8" T&G
24/16
24/16
32/16
40/20
48/24
60/32
48/24
60/32
60/48
1.
2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND
ANY ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF
FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT
SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING
STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL
BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION
CONSTRUCTION.
FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:
XCELL ENGINEERING, LLC. REPORT NO. P22296 DATED DECEMBER 14, 2022.
REINFORCING STEEL:
1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.
ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND
SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS,
BEAMS, AND ELEVATED SLAB REINFORCING.
2.WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60
BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL
BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.
3.REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI
SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO
FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
STEEL:
1. MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL
OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL
CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36
KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL
BE ASTM A500 (FY = 46 KSI).
2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL
EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO
WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL
REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR
STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL
BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL
WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS.
3. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND
ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST
EDITION.
4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING
CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR
NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS
NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY
STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS.
CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL
PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT
TESTING LABORATORY.
5.STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM
A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS
INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE).
BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD.
6. DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT.
INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS
INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN
HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION.
7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION
TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR
SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW.
VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR
DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF
THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING
PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL
ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED
BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A
STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP
DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED
OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER
ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY
OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH
THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN
AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.
RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW
(5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH
SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.
BRICK VENEER ANCHORAGE:
BRICK VENEER ANCHOR CLIPS, ANCHORS, AND ATTACHEMENTS SHALL BE
HOT-DIPPED GALVANIZED AND EITHER OF THE FOLLOWING FROM HOHMANN &
BARNARD, INC. OR APPROVED EQUAL:
1.DW-10HS W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS
2.345-BT W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS
INSTALLATION:
3.CLIPS SHALL BE ATTACHED AT 24" O.C. HORIZONTAL AND 16" O.C. VERTICAL (MAX)
USING #10 HOT-DIPPED GALVANIZED SCREWS.
4. WHERE WOOD BACKUP IS USED, PROVIDE SHEATHING AND WATERPROOFING AS
REQUIRED.
5.PROVIDE CONTINUOUS HOT-DIPPED GALVANIZED WIRE (9-GAUGE OR 3/16"Ø)
ATTACHED TO EACH CLIP.
R = 1.25, CS = 0.295
fax: 208.227.8405
1020 E. Lincoln Road
Structural Engineering
Idaho Falls, ID 83401
phone: 208.227.8404
info@frost-structural.com
FROST
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PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:30 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS1.1
23-038 BEEHIVE FCU-NORTH REXBURGSPECIAL INSPECTIONS02/23/2023
AV
VERIFICATION AND INSPECTION OF STRUCTURAL STEEL
VERIFICATION AND INSPECTION
OBSERVEPERFORM1. INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1)
A. WELDER QUALIFICTION RECORDS AND CONTINUITY RECORDS X
B. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE X
C. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE X
D. MATERIAL IDENTIFICATION (TYPE/GRADE)X
E. WELDER IDENTIFICATIONS SYSTEM (THE FABRICATOR OR ERECTOR, AS
APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS
WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. (STAMPS, IF USED, SHALL BE
THE LOW STRESS TYPE)
X
F. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION,
DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS
(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND
LOCATION) , BACKING TYPE AND FIT (IF APPLICABLE)
X
G. FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS WITHOUT BACKING
(INCLUDING JOINT GEOMETRY), JOINT PREPARATIONS, DIMENSIONS
(ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF
STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION
X
H. CONFIGURATION AND FINISH OF ACCESS HOLES X
I. FIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT),
CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY
AND LOCATION)
X
J. CHECK WELDING EQUIPMENT - -
2. INSPECTION TASKS DURING WELDING (TABLE N5.4-2)
A. CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE
CONTROL X
B. NO WELDING OVER CRACKED TACK WELDS X
C. ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION AND
TEMPERATURE X
D. WELDING PROCEDURE SPECIFICATIONS (WPS) FOLLOWED, SETTINGHS ON
WELDING EQUIPMENT, TRAVEL SPEED, SELECTED WELDING MATERIALS,
SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS
TEMPERATURE MAINTAINED (MIN./MAX.), PROPER POSITION (F, V, H, OH)
X
E. WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN
PROFILE LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS X
F. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS X
3. INSPECTION TASKS AFTER WELDING (TABLE N5.4-3)
A. WELDS CLEANED X
B. SIZE LENGTH AND LOCATION OF WELDS X
C. WELDS MEET VISUAL ACCEPTANCE CRITERIA, CRACK PROHIBITION,
WELD/BASE-METAL FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD
SIZE, UNDERCUT, POROSITY
X
D. ARC STRIKES X
E. K-AREA (WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR
STIFFENERS HAS BEEN, ERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB
K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD).
X
F. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES
(AFTER ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES ARE WELDED,
VISUALLY INSPECT THE WELD ACCESS HOLE FOR CRACKS)
X
G. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) X
H. REPAIR ACTIVITIES X
I. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER X
J. NO PROHIBITED WLEDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF THE
EOR X
4. INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1)
A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS X
B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS X
C. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT
LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)X
D. CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL X
E. CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE
CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE
REQUIREMENTS
X
F. PRE-INSTALLED VERIFICATION TESTING BY INSTALLATION PERSONNEL
OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS
USED
X
G. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER
FASTENER COMPONENTS X
5. INSPECTION TASKS DURING BOLTING (TABLE N5.6-2)
A. FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE
POSITIONED AS REQUIRED X
B JOINT BROUGHT TO TH SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING
OPERATION X
C FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM
ROTATING X
D FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT
TOWARDS THE FREE EDGES
X
6. INSPECTION TASKS AFTER BOLTING (TABLE N5.6-3)
A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS X
7.
INSPECTOR SHALL BE ON PREMISES FOR INSPECTION DURING THE PLACEMENT
OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL.
THE INSPECTOR SHALL INSPECT THE FABRICATED STEEL OR ERECTED STEEL
FRAME, AS APPLICABLE, TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON
THE CONSTRUCTION DOCUMENTS (SECTION N5.7)
X
1. THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN
THE CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED
AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING
CONSTRUCTION ON THE TYPES OF WORK SPECIFIED PER IBC SECTION
1705 AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING
OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:
SPECIAL INSPECTION ITEMS:
SPECIAL INSPECTION AND TESTS OF SOILS (IBC TABLE 1705.6)
TYPE
CONTINUOUSPERIODIC1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY.X
2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED
PROPER MATERIAL.X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. X
4.
DURING FILL PLACEMENT, VERIFY USE OF PROPER MATERIALS AND
PROCEDURES IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED
GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT THICKNESS DURING
PLACEMENT AND COMPACTION OF COMPACTED FILL.
X
5.PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY
THAT SITE HAS BEEN PREPARED PROPERLY.X
2. QUALITY ASSURANCE PROGRAM:
A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT
CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
B. THE SPECIAL INSPRECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING
OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, ID
UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL.
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
SECTION
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
WINDOW
OPENING
DOOR
OPENING
BAR
SIZE
CLASS B TENSION SPLICE LENGTHS
f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI
#3
#4
#5
#6
#7
#8
#9
#10
NOTES:
A
A
HOLDOWN X
TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING
PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH
PIPE PASSING BELOW FOOTING IN DEEP TRENCH
TYPICAL DETAIL FOR FOUNDATION EMBEDMENT
TYPICAL CONCRETE CORNER
TYPICAL CONCRETE CORNER
SAWCUT JOINT
KEYED JOINT
CONTROL JOINTS IN CONCRETE SLAB ON GRADE
TYPICAL PIPE THROUGH STEM WALLTYPICAL REINFORCING DETAILS
STEEL REINFORCING LAP SPLICES IN CONCRETE
STRAP AT OPENING IN SHEARWALL
ELEVATION-TYPICAL 1-STORY SHEARWALL
PLAN VIEW - HOLDOWN LOCATIONS/SHEARWALL END POSTS, "HD" TYPE HOLDOWNS USING SCREWS
TYPICAL BEAM POCKET
T1 TD01 NO SCALE
T2 TD02 NO SCALE
T3 TD03 NO SCALE
T4 TD04 NO SCALE
T6 TD05 NO SCALE
T7 TD06 NO SCALE
T8 TD07 NO SCALE
T5 TD61 NO SCALET9TD10NO SCALE
T10 TD14 NO SCALE
T11 TD17 NO SCALE
T12 TD19 NO SCALE
T13 TD16 NO SCALE
T14 TD26 NO SCALE
KEYNOTES:
NOTE:
KEYNOTES:
NOTE:
KEYNOTES:
NOTE:
KEYNOTES:
NOTE:
KEYNOTES:
KEYNOTES:
KEYNOTES:
NOTE:
NOTE:
KEYNOTES:
KEYNOTES:
KEYNOTES:
KEYNOTES:
NOTE:
KEYNOTES:
KEYNOTES:
HORIZONTAL
BARS W/ >12" OF
CONC. BELOW
VERTICAL AND
BOTTOM
HORIZONTAL
BARS
HORIZONTAL
BARS W/ >12" OF
CONC. BELOW
VERTICAL AND
BOTTOM
HORIZONTAL
BARS
HORIZONTAL
BARS W/ >12" OF
CONC. BELOW
VERTICAL AND
BOTTOM
HORIZONTAL
BARS
12" 12" 12" 12" 12" 12"
19" 15" 17" 13" 15" 12"
29" 23" 26" 20" 23" 18"
32" 25" 28" 21" 25" 19"
54" 41" 47" 36" 42" 32"
70" 54" 61" 47" 54" 42"
89" 68" 77" 59" 69" 53"
112" 87" 97" 75" 87" 67"1'-0"MIN24" MIN BEYOND
OPENING (TYP)
24" MIN BEYOND
OPENING (TYP)
1.FINISHED GRADE WHERE OCCURS
2. DO NOT EXCAVATE A TRENCH
CLOSER THAN A 45° ANGLE TO
BELOW BOTTOM FOOTING OR
FOUNDATION
3.BOTTOM OF CONCRETE FOOTING
4. BOTTOM OF TRENCH
A.DO NOT UNDERCUT EXISTING
FOOTINGS
B.NO PIPE OR OTHER UTILITIES
SHALL PASS THRU WALL FOOTINGS
OR UNDER COLUMN FOOTINGS
1.CONCRETE FOOTING
2.SLEEVE - PROVIDE 1/2" MINIMUM
CLEARANCE AROUND PIPE OR
CONDUIT
3.PIPE OR CONDUIT
4. CONCRETE FILL TO BE PLACED
BEFORE FOOTING IS POURED -
FORM SAME AS FOOTING AND
POUR FULL WIDTH OF PIPE TRENCH
5.STEM WALL
A.NO PIPE SHALL PASS THRU
FOOTING OR UNDER COLUMN
FOOTINGS. FOR TRENCHES
GREATER THAN 3'-6" BELOW
BOTTOM OF FOOTING, SEE PIPE
PASSING BELOW WALL FOOTING
DETAIL.
1. STEM WALL
2. CONCRETE FOOTING
3.1'-6" MAXIMUM (WHERE TRENCH
EXCEEDS 1'-6" NOTIFY
STRUCTURAL ENGINEER PRIOR TO
PLACEMENT OF FOOTINGS)
4.BACKFILL AND RECOMPACT
TRENCH PER SOILS REPORT AND
SPECIFICATIONS
5.BOTTOM OF TRENCH
A. DO NOT UNDERCUT EXISTING
FOOTINGS
B. NO PIPES OR OTHER UTILITIES
SHALL PASS THRU WALL FOOTINGS
OR UNDER COLUMN FOOTINGS
1. SLOPED FINISH GRADE
2.MINIMUM FOOTING DEPTH PER
G.S.N. (12" MINIMUM)
3.DEEPEN FOOTING AS REQUIRED
TO ACCOUNT FOR SLOPED GRADE
4.CONCRETE FOOTING
A. FOR ADDITIONAL INFORMATION,
SEE PLANS AND DETAILS
1.CORNER DOWELS TO MATCH
HORIZONTAL REINFORCEMENT
2.CONCRETE WALL WITH
REINFORCEMENT
3. LAP SPLICE PER TYPICAL STEEL
REINFORCING LAP SPLICES IN
CONCRETE DETAIL
1. CORNER DOWELS TO MATCH
HORIZONTAL REINFORCEMENT
2.CONCRETE WALL WITH
REINFORCEMENT
3.LAP SPLICE PER TYPICAL STEEL
REINFORCING LAP SPLICES IN
CONCRETE DETAIL
1. CONCRETE SLAB ON GRADE
2.CONT KEYED JOINT
3.SAWCUT 1/8" WIDE x 1/4 SLAB
THICKNESS IN DEPTH - CUT SHALL
BE MADE SOON ENOUGH TO
PREVENT SHRINKAGE CRACKING,
BUT NOT SO SOON AS TO CAUSE
SPALLING OF THE CONCRETE
WHILE SAWING. WORK MUST BE
COMPLETE WITHIN 16 HOURS OF
CONCRETE PLACEMENT.
A.KEYED JOINTS NEED ONLY OCCUR
AT EXPOSED EDGES DURING
PLACEMENT UNLESS
SPECIFICALLY NOTED ON THE
PLANS.B."TOOL WET JOINT", "ZIP STRIP",
ETC SHALL MATCH SAWCUT
REQUIREMENTS
A. NO PIPE SHALL PASS THROUGH
FOOTINGS OR UNDER COLUMN
FOOTINGS. FOR ADDITIONAL
INFORMATION SEE PLANS AND
DETAILS
B.MULTIPLE PIPES/CONDUIT
SLEEVES ALLOWED PROVIDED
SLEEVES ARE SPACED W/ MINIMUM
OF 2x SLEEVE DIAMETER BETWEEN
SLEEVESC. SLEEVES SHALL NOT OCCUR
WITHIN 12" OF POINT LOADS OR
HOLDOWN ANCHORS
1. WALL AS OCCURS, SEE PLAN
2. SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH
3.SLEEVE, 8"∅ MAX, PROVIDE 1/2"
MINIMUM CLEARANCE AROUND
PIPE-CONDUIT
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.PIPE OR CONDUIT
1. LAP - SEE G.S.N. FOR MASONRY
AND TYPICAL DETAIL FOR
CONCRETE
2.MAXIMUM 1/5 LAP BUT NOT MORE
THAN 6"
3. WIRE TIES
4.1d (1" MINIMUM)
5.RADIUS = 3d FOR BARS NOT OVER
#8; 4d FOR #9, #10, AND #11 BARS;
5d FOR #14 AND #18 BARS, 5d FOR
ALL GRADE 40 BARS WITH 180
DEGREE HOOK
6.4D (4" MINIMUM)
7. 12d (90 DEGREE HOOK)
8.6d (4" MINIMUM)
9.135 DEGREE BEND
10.BEND AROUND 1 1/2" PIN FOR #3
BARS. BEND AROUND 2" PIN FOR #4
BARS. BEND AROUND 21/2" PIN FOR
#5 BARS.
1. TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE
MEMBER BELOW THE REINFORCEMENT.
2. UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAP
SPLICES.
1. SHEATHING MATERIAL
2. SHEARWALL END POST (DBL STUD
AT HOLDOWN U.N.O.)
3.EDGE NAILING AT ALL SHEATHING
PANEL EDGES - STAGGER NAILS AT
DOUBLE STUD END POSTS
4.FULL HEIGHT WOOD STUDS
5.ANCHOR BOLTS TO FOUNDATION
OR NAILS TO LOWER FRAMING PER
SHEARWALL SCHEDULE
6.SIMPSON STRAP TYPE HOLDOWN,
WHERE OCCURS
7.SOLID BLOCKING AND EDGE
NAILING REQUIRED AT PLYWOOD
SHEET EDGES
8.CONT 2x PT SOLE PLATE
9.FIELD NAILING AWAY FROM PANEL
EDGES
10.WOOD HEADER
11. TRIMMER STUD UNDER HEADER
AND SILL, PROVIDE ADDITIONAL
TRIMMER STUDS WHERE
INDICATED ON PLANS
12.FULL HEIGHT KING STUD, PROVIDE
ADDITIONAL KING STUDS WHERE
INDICATED ON PLANS
13.2x BLOCKING FOR STRAP NAILING
14. STRAP, PER PLAN, ABOVE AND
BELOW OPENING AS SHOWN
1.SHEATHING MATERIAL
2.DOUBLE STUDS AT EACH END OF
SHEARWALL, EDGE NAIL ALONG
DOUBLE STUDS
3.FULL HEIGHT WOOD STUDS
4. BOTTOM PLATE ATTACHMENT
5.SIMPSON STHD TYPE HOLDOWN
6.MIDHEIGHT BLOCKING AND EDGE
NAILING REQUIRED
7. SIMPSON "PHD" TYPE HOLDOWN
8. FINISHED FLOOR
9.CONT 2x PT SOLE PLATE
A.ALL CONDITIONS MAY NOT BE
SHOWN. FOR CONDITIONS NOT
SHOWN, USE THESE DETAILS AS A
GUIDE.
B.SOME LARGER HOLDOWNS
REQUIRE 6x6 POSTS, SEE PLANS
AND SCHEDULES.
C. WHERE MULTIPLE TRIMMER STUDS
OR KING STUDS OCCUR, MAKE
ADJUSTMENTS AS REQUIRED.
1.WOOD STUD WALL, SEE PLAN
2. SHEARWALL SHEATHING, SEE PLAN
3. EDGE OF FOUNDATION
4.SIMPSON HD TYPE HOLDOWN WITH
SCREWS
5.SHEARWALL END POST (2 STUDS)
TYPICAL, EXCEPT AT HDU11, AND
HDU14 WHERE 6x6 POST IS
REQUIRED
6.25) - SIMPSON SDS 1/4"x6" LONG
WOOD SCREWS, STAGGERED
7.SHEARWALL EDGE NAILING
8. TRIMMER STUD TO SUPPORT
HEADER
9.BLOCK TO SUPPORT WINDOW SILL
10.BUILT UP WOOD POST
1.WOOD BEAM
2.(2) 16d NAILS AT 2" O.C.
3. KING STUD EACH SIDE OF BEAM
4.SOLID BUILT-UP POST BELOW BEAM
5.STRAP BROKEN TOP PLATE ON
SIDE OR TOP
6.CONT DBL 2x TOP PLATE W/ LAP
SPLICE PER TYPICAL DETAIL
7.FULL-HEIGHT KING STUD EACH
SIDE OF BEAM
8.HGA10 CLIP EACH SIDE
9.FULL-HEIGHT KING STUD AT END
OF BEAM
10. FULL-HEIGHT KING STUD,
OPPOSITE SIDE OF THE BEAM
1
1
4
3
2
1
6" MIN8" MIN3'-0" MAX8" MIN
5
1
2
3
4
5
1
2
3
4
3'-1" OR GREATER5
321
44
1
5'-0"
1
234
2
1
3
3(TYP)(TYP)2
1
1
3
312"6" 6"12"
1 3
1 2
1
7
3
4
5
6
22
6 MIN
BAR OFFSET
BAR CLEARANCE SPLICE DETAIL
BEND & HOOK DETAILS
COLUMN TIES BEAM STIRRUPS
"d"
45°
"d"
"d"
1
8 8
3
1 2
4
6
75
55
5
99
10 10
6
8
FINISHED FLOOR
1
2
14
4
3 12
13
2
3
6
8
9
1111
3
10
77
5
OPEN
1
3
6
8
7
4
5
2
9
(2) SHEARWALLS
(1) "HD" HOLDOWN W/SCREWS
"HD" HOLDOWN W/SCREWS
WINDOW JAMB
X
"HD" HOLDOWN W/SCREWS
DOOR JAMB OR WALL END
X
HD19 2-1/8"
1-5/16"HDU2, HDU4,
HDU5
HTT4
HTT5
1-5/16"
(2) SHEARWALLS
(1) "HD" HOLDOWN W/SCREWS
AT EXTERIOR CORNER
X
(1) SHEARWALL
(1) "HD" HOLDOWN W/SCREWS
AT EXTERIOR CORNER
X
AT RE-ENTRANT CORNER
X
(1) SHEARWALL
(1) "HD" HOLDOWN W/SCREWS
AT RE-ENTRANT CORNER
X
4
HDU14 1-9/16"
LTT20B
LTT19 1-3/8"
1-1/2"
HDU8, HDU11 1-3/8"
3 2 7
4
1
3 2 7
7
2
1
981
3 4
4 8
3
1 4
7 2
3
6
3
2
77
32
410
5 5
5
5
5 5
53
3
1
2 7 2 7
3
6
1
2
6
34
1 5
2
1
74
2
1
3
4
18
AT BEAM
AT MID WALL
AT TOP PLATE
2
1
4
AT CORNER
10
9
2
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PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:30 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS1.2
23-038 BEEHIVE FCU-NORTH REXBURGTYPICAL DETAILS02/23/2023
AV
SECTION
OPTION 1
OPTION 2
OPTION 3
FLANGE WIDTH: WEB STIFFENER THICKNESS:
NOTES:
11 7/8" OR LESS 14" OR GREATER
11 7/8" OR LESS 14" OR GREATER
NOTES:
KEYNOTES:
KEYNOTES:
KEYNOTES:
KEYNOTES:
KEYNOTES:
KEYNOTES:
NOTE:
ALL-THREAD
ANCHOR
DIAMETER
MINIMUM
EMBEDMENT
MINIMUM VERTICAL
BARS (PROVIDE
ADDITIONAL VERTICAL
BARS AS REQUIRED)
ALTERNATE SIMPSON
ANCHOR TYPE
(INSTALL PER
MANUFACTURER)
ANCHOR SCHEDULE
BRICK VENEER STEEL ANGLE LINTEL SCHEDULE
ELEVATION - TYPICAL TOP PLATE SPLICE
TYPICAL HEADER CONNECTION
MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISE
TYPICAL ANCHORAGE FOR "HD" TYPE HOLDOWN
TYPICAL WALL PENETRATION LESS THAN 10" SQUARE AT SHEARWALL
TYPICAL BUILT-UP BEAM DETAIL
2-PLY BEAM
3-PLY BEAM
TYPICAL ROOF SNOW SURCHARGE / DRIFT LOAD
TYPICAL STRAP AT WOOD BEAM
LOCATIONS REQUIRING ADDITIONAL SLAB REINFORCEMENT (PLAN VIEW)
TYPICAL WEB STIFFENER REQUIREMENTS
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
PLAN - STEEL COLUMN AT WOOD STUD WALL
BRICK VENEER STEEL ANGLE LINTEL
STRAPPING W/ BLOCKING ACROSS DIAPHRAM
TYPICAL WOOD TRUSS AT NON-BEARING WALL
T15 TD24 NO SCALE
T16 TD25 NO SCALE
T17 TD34 NO SCALE
T18 TD56 NO SCALE
T19 TD78 NO SCALE
T20 TD80 NO SCALE
T21 TD73 NO SCALE
T23 TD68 NO SCALE
T22 TD82 NO SCALE
T24 TD76 NO SCALE
T25 TD39 NO SCALE
T26 TD55 NO SCALE
T27 NO SCALE
T28 TD74 NO SCALE
LENGTH OF WALL
(BETWEEN CORNERS) SPLICE LENGTH
NAILS ALONGSPLICE LENGTH
MINIMUM
CONNECTION TYPENAILING
LAP SPLICE
KEYNOTES:
NOTE:
KEYNOTES:
NOTE:
KEYNOTES:
KEYNOTES:
NOTE:
KEYNOTES:
WEB STIFFENER THICKNESS SCHEDULE:
KEYNOTES:
1/2"12" --- ---
5/8"16" (1) #5 OR (2) #4 SB5/8X24
7/8"18" (2) #5 SSTB34 OR SB7/8X24
1" 20" (2) #6 SB1X30
OPENING WIDTH ANGLE SIZE
UP TO 7'-0"L31/2x31/2x1/4
7'-1" TO 9'-0"L5x31/2x1/4 (LLV)
9'-1" TO 10'-0"L5x3 1/2x5/16 (LLV)
10'-1" TO 11'-0"L5x31/2x3/8 (LLV)
11'-1" TO 12'-0"L6x4x3/8 (LLV)
12'-1" AND OVER SPECIAL ANALYSIS REQUIRED
SPLICE LENGTH PER SCHEDULE
4"
MAX2"MINEMBEDMENT4"3_4"
GAPMI
N1.NAILS BETWEEN SPLICE LOCATION
PER SCHEDULE - STAGGERED
2.DBL 2x TOP PLATE
3.WOOD STUD WALL, SEE PLAN
4. SPLICE OVER STUD
5.SIMPSON ST6224 OR MSTC40
STRAP AT LOCATIONS WHERE
PLATES CAN NOT BE SPLICED
A.DO NOT SPLICE TOP PLATES
WITHIN 6'-0" OF ENDS OF PLYWOOD
SHEARWALLS. THIS DETAIL
REQUIRED AT ALL EXTERIOR
WALLS AND OVER SHEARWALLS -
NOT REQUIRED AT INTERIOR
NON-SHEARWALLS.
1.WOOD STUD WALL, SEE PLAN
2. WOOD HEADER
3.KING STUD(S) PER PLAN
4.(2) 16d NAILS AT 2" O.C.
5. 16d NAILS AT 12" O.C.
6.TRIMMER STUD(S) PER PLAN
A.MINIMUM NAILING SPECIFIED
HEREIN SHALL BE PROVIDED
UNLESS NOTED OTHERWISE ON
PLANS, DETAILS OR GENERAL
STRUCTURAL NOTES
B.NAILING NOT NOTED ON THESE
PLANS OR DETAILS SHALL BE PER
I.B.C. TABLE 2304.10.1
1.HOLDOWN ANCHOR BOLT
2.TOP OF CONCRETE OR COLD JOINT
3.DBL NUT AND 2"∅ PLATE WASHER
4.ADDITIONAL VERTICAL BAR(S), SEE
SCHEDULE
5.TOP REINFORCING BAR (#4 BAR
MINIMUM) PER PLAN
1.SURCHARGE OR DRIFT SNOW
LOAD AREA, SEE PLAN
2.BALANCED ROOF SNOW LOAD, SEE
GSN
3.REQUIRED LOAD INCREASE, SEE
PLAN
4. EXTENT OF SURCHARGE OR DRIFT
LOAD, SEE PLAN
A. SURCHARGE AND DRIFT LOADS
ARE IN ADDITION TO ROOF
BALANCED SNOW LOAD
##PSF
##PSF
1.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
2.TRIMMER AND KING STUDS, SEE
PLAN
3. WOOD BEAM, SEE PLAN
4.STRAP, SEE PLAN
13/4"5/8"
21/16"3/4"
25/16"7/8"
31/2"2x4 DF NO.2 OR BETTER
(ORIENTED VERTICAL)
1.STEEL COLUMN, SEE PLAN
2.2x NAILER W/5/8" THREADED
STUD AT 12" O.C.
3. EDGE NAILING, SEE SHEARWALL
SCHEDULE
4.WALL SHEATHING AS OCCURS,
SEE PLAN
1. ANGLES ARE TO BE HOT DIPPED GALVANIZED.
2. LINTELS CARRY BRICK OR STONE ONLY. WHERE FLOORS, ROOFS, OR CONCENTRATED LOADS OCCUR ABOVE, FURTHER ANALYSIS IS
NECESSARY.
3. PROVIDE 1" OF BEARING EACH END FOR EACH FOOT OF SPAN (6" BEARING EACH SIDE OF OPENING MINIMUM).
4. USE THIS SCHEDULE UNLESS NOTED OTHERWISE
(30) 16d
(24) 16dLESS THAN 20'
OVER 20'
4'-0"
6'-0"
4
5
1
3 2
3
2
2
6
3 1
5
4
5
JOIST OR TRUSS BEARING ON SILL OR GIRDER
BRIDGING TO JOIST
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
TOP PLATE TO STUD
DOUBLE STUDS, FACE NAIL
DOUBLE TOP PLATES
CONTINUOUS HEADER TO STUD
CEILING JOISTS, LAPS OVER PARTITIONS
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
RAFTER OR TRUSS TO PLATE
BUILT-UP CORNER STUDS
TOENAIL
(4)-8d COMMON (2 1/2" x 0.131")
(3)-8d COMMON (2 1/2" x 0.131")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
TOENAIL EACH END(2)-3"x 0.131" NAILS (Gun Nail)
(2)-3"x 14 GAUGE STAPLES
16d (3 1/2"x 0.135") AT 16" O.C.
FACE NAIL
3"x 14 GAUGE STAPLES AT 12" O.C.
3"x 0.131" NAILS (Gun Nail) AT 8" O.C.
END NAIL
(2)-16d COMMON (3 1/2"x 0.162")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
SOLE PLATE TO STUD
END NAIL
(2)-16d COMMON (3 1/2"x 0.162")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
FACE NAIL
16d (3 1/2"x 0.135") AT 24" O.C.
3"x 14 GAUGE STAPLES AT 8" O.C.
3"x 0.131" NAILS (Gun Nail) AT 8" O.C.
FACE NAIL
16d (3 1/2"x 0.135") AT 16" O.C.
3"x 14 GAUGE STAPLES AT 12" O.C.
3"x 0.131" NAILS (Gun Nail) AT 12" O.C.
DOUBLE TOP PLATES -
FACE NAIL
(8)-16d COMMON (3 1/2"x 0.162")
(12)-3"x 0.131" NAILS (Gun Nail)
(12)-3"x 14 GAUGE STAPLES
RIM JOIST TO TOP PLATE 8d (2 1/2"x 0.131") AT 6" O.C.
3"x 14 GAUGE STAPLES AT 6" O.C.
3"x 0.131" NAILS (Gun Nail) AT 6" O.C.
BLOCKING BETWEEN JOISTS OR RAFTERS
TOENAIL
(3)-8d COMMON (2 1/2"x 0.131")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
AND TOP PLATE
TOENAIL
TOP PLATES, LAPS AND INTERSECTIONS
FACE NAIL
(2)-16d COMMON (3 1/2"x 0.162")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2"x 0.162")FACE NAIL AT 16"
O.C. ALONG EDGES
CEILING JOISTS TO PLATE
TOENAIL
(3)-8d COMMON (2 1/2"x 0.131")
(5)-3"x 0.131" NAILS (Gun Nail)
(5)-3"x 14 GAUGE STAPLES
FACE NAIL
(3)-16d COMMON (3 1/2"x 0.162)
(4)-3"x 0.131" NAILS (Gun Nail)
(4)-3"x 14 GAUGE STAPLES
(3)-16d COMMON (3 1/2"x 0.162)
(4)-3"x 0.131" NAILS (Gun Nail)
(4)-3"x 14 GAUGE STAPLES
FACE NAIL
(3)-8d COMMON (2 1/2"x 0.131")
(3)-3"x 0.131" NAILS (Gun Nail)
(3)-3"x 14 GAUGE STAPLES
TOENAIL
TOENAIL
16d COM.(3 1/2"x 0.162") AT 24" O.C.
3"x 14 GAUGE STAPLES AT 16" O.C.
3"x 0.131" NAILS (Gun Nail) AT 16" O.C. FACE NAIL
(2)-8d COMMON (2 1/2" x 0.131")
USE- SIMPSON A35 AT 48" O.C.-NA-
SIMPSON A35 AT EVERY OTHER BLOCK -NA-
1
2
4
3
5
1. SHEATHING MATERIAL
2. WOOD STUD WALL
3.5" TO 10" SQUARE OPENING,
PROVIDE FULL DEPTH BLOCKING
ON SIDE, TOP AND BOTTOM W/
EDGE NAILING
4.EDGE NAILING
5.5" OR SMALLER SQUARE
OPENING, NO BLOCKING W/ EDGE
NAILING REQUIRED
1
2
444
3
5
1. MAXIMUM ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 10% OF WALL LENGTH.
1.(2) 10d NAILS AT 8" O.C., EACH
SIDE, STAGGERED
2. (3) 10d NAILS AT 8" O.C., EACH
SIDE, STAGGERED
3.(2)1/4"∅ x 3 1/2" SDS AT 12" O.C.,
EACH SIDE, STAGGERED
4.(3)1/4"∅ x 3 1/2" SDS AT 12" O.C.,
EACH SIDE, STAGGERED
2
1
3
4
3
3
1
2
4
3
4
2
1
1
3
4
2
1
2
3
4
1. CONTROL OR CONSTRUCTION
JOINT
2. DEPRESSED CONCRETE SLAB
3. (2) #4x4'-0" BARS AT EACH
CORNER OF DEPRESSED SLAB
WHERE
CONTROL/CONSTRUCTION
JOINTS DO NOT EXTEND FROM
CORNER4.(2) #4x4'-0" BARS WHERE
CONTROL/CONSTRUCTION
JOINTS DO NOT CONTINUE
BEYOND INTERSECTION
5. EXTERIOR WALL CORNER
6.INTERIOR SLAB ON GRADE, SEE
PLAN
7.(2) #4x4'-0" AT EXTERIOR WALL
CORNER WHERE
CONTROL/CONSTRUCTION
JOINTS DO NOT INTERSECT
CORNER
1
2
3
11
4
7
6
5
1.WOOD I-JOIST, SEE PLAN
2.BEARING LOCATION, SEE PLAN
3. FLOOR / ROOF SHEATHING W/
ATTACHMENT, SEE PLAN
4.CONT RIM BOARD W/
ATTACHMENT, SEE
CORRESPONDING DETAILS
5.WEB STIFFENERS AS REQUIRED,
SEE PLAN / CORRESPONDING
DETAILS. WHEN WEB STIFFENERS
ARE REQUIRED, PLACE ON EACH
SIDE OF WEB UNO
6.21/2" MIN WEB STIFFENER WIDTH
7.GAP BETWEEN TOP OF WEB
STIFFENER AND BOTTOM OF TOP
FLANGE OF WOOD JOIST
MIN GAP =1/8"
MAX GAP = 2"
8.WEB STIFFENER TO FIT TIGHT
AGAINST FLANGE OF WOOD
I-JOIST
9. I-JOIST FLANGE WIDTH
10.WEB STIFFENER THICKNESS PER
SCHEDULE
11.(3) ROWS CLINCHED FASTENERS.
FOR FLANGE WIDTHS 1 3/4" - 25/16",
USE 8d (0.113"x21/2") FASTENERS
AND FOR 31/2" FLANGE WIDTHS,
USE 16d (0.135"x31/2") FASTENERS
12.1" SPACE FOR FLANGE WIDTHS 1 3/4" - 25/16" AND 1 1/2" SPACE FOR 3 1/2"
FLANGE WIDTH
13. BEVELED WEB STIFFENERS AS
REQUIRED, SEE PLAN /
COORESPONDING DETAILS.
WHEN WEB STIFFENERS ARE
REQUIRED, PLACE ON EACH SIDE
OF WEB UNO
14.CONT SHAPED BEARING PLATE.
SEE COORESPONDING DETAILS
15.I-JOIST HANGER, SEE PLAN
16. WEB STIFFENERS REQUIRED
WHERE HANGER SIDES DO NOT
EXTEND TO LATERALLY SUPPORT 3/8" MIN OF TOP FLANGE OF I-JOIST
OR AS SPECIFIED, SEE PLAN /
CORRESPONDING DETAILS.
WHEN WEB STIFFENERS ARE
REQUIRED, PLACE ON EACH SIDE
OF WEB
17. CONCENTRATED LOAD IN CLR
SPAN OF JOIST, SEE PLANS AND
DETAILS FOR ADDITIONAL
INFORMATION
2
1
3 6
5
7
8
4
7
5
7
5
8
1
9
1010
8
11
12
12
1
2
3
12
3
5
8
7
6
5
8
14
2
3
1
8
7
16
15
6
7
1
3
17
5
8
7
433
21
2
1. WOOD TRUSS/JOIST, SEE PLAN
2.BLOCKING BETWEEN EACH TRUSS
TOP CHORD
3. STRAP W/ NAILING, SEE PLAN
2
3
1
1. WOOD TRUSS
2. HTC4 CLIP AT WALL ENDS AND AT
48" O.C. (MAX) REMAINDER
3.DBL TOP PLATE AT NON-BEARING
WALL
A.NAILS SHOULD NOT BE DRIVEN
COMPLETELY FLUSH AGAINST THE
CONNECTOR AT THE TRUSS TO
ALLOW VERTICAL TRUSS
MOVEMENT, ALLOW 1/16" GAP
BETWEEN NAIL HEAD AND TRUSS
CLIP
B.ARCH TO PROVIDE FINISH TO
ALLOW FOR 3/4" VERTICAL
MOVEMENT OF TRUSS
1
2
3
N
O
TF
O
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PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:30 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS1.3
23-038 BEEHIVE FCU-NORTH REXBURGTYPICAL DETAILS02/23/2023
AV
CONCRETE SLAB ON GRADE
CONCRETE SLAB ON GRADE W/
EACH WAY CENTERED IN SLAB THICKNESS
OVER COMPACTED FILL.
(SEE GSN)
PROVIDE SLAB JOINTS PER TYPICAL DETAIL
WITHIN 16 HOURS OF BATCH TIME
FINISH FLOOR = 100'-0"
4"#3 AT 18" O.C.
6
4
3
1
2
ABDE
5
C AABBCC
3.5
4.8
1.5
D.1
C.1 B.1
SC3
SC3 SC3
SC3
SC3SC3 SC3
SC3
SC3
SC2
SC4
SC2
F36
F72
F72
F36
F72 F72 F72
F72F72F72
F72 F72 F72
SC2
F36
SC2
F36
SC1SC1
SC1
SC1
SC2
F36
SC2
F36
SC2
SC2
SC21'-2"
F48
F36
46'-10"
5"14'-0"12'-2"7'-4"13'-4"
5 1/4"52'-8 3/4"11'-5" 8" 8" 10'-4"10'-4"4"1'-0" 3'-10" 14'-1 3/4"7 1/4"2'-0" 2'-0"
8 1/2"1'-4"20'-8"1'-4"2'-0" 2'-8 1/2"
8" 14'-0"12'-2" 2'-5 1/4" 3'-4" 1'-6 3/4" 13'-4" 5 1/4" 11'-0"11'-0"11'-10"
46'-10"
3'-0 1/2"14'-4"14'-4"14'-4"9'-8 3/4"4'-4" 7'-8"7'-0" 4'-0"
WF24A
WF24A
WF18
WF18
WF24A
WF24A
WF18
WF24
WF18
WF18
WF24AWF24A WF18WF24AWF18WF18WF24WF18WF24WF24F72
/W2/W2/W1/W1/W1/W2/W1/W1
/W1
/W1
/W1
/W1
/W1
/W1WF24
55
5
6.
6.6.
6.
5
5 5
6.
6.
5
5
5
5
6.
6.
5
5
101
S3.0
________________________102
S3.0
________________________
102
S3.0
________________________
101
S3.0
________________________
101
S3.0
________________________
101
S3.0
________________________
105
S3.0
________________________
106
S3.0
________________________
104
S3.0
________________________
106
S3.0
________________________
104
S3.0
________________________
104
S3.0
________________________
104
S3.0
________________________
103
S3.0
________________________
101
S3.0
________________________
104
S3.0
________________________
106
S3.0
________________________
102
S3.0
________________________
A A
A A
A
B
110
S3.0
________________________2'-3"107
S3.0
________________________
TYP
B
AA
6.
6.6.
6.6.
B
B
111
S3.0
________________________
110
S3.0
________________________
S3.0
109
TYP
S3.0
109
TYP
S3.1
114
S3.0
108
S3.1
113
T.O.F. = 97'-0"
A
1 TYP
8 1/2" 6'-3 1/2" 3'-3 1/2"
103
S3.0
________________________4"S3.1
112
T.O.F.=99'-4"
T.O.F.=99'-4"
T.O.F.=99'-4"7 1/4"12'-1"11'-0"10'-8" 4'-10" 14'-1 3/4"5 1/4"3'-6 3/4"8 1/2"2 3/4"
N
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PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:31 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS2.0
23-038 BEEHIVE FCU-NORTH REXBURGFOUNDATION PLAN02/23/2023
AV
NORTH WALL (W) SCHEDULE
TYPE MATERIAL THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS
W1 CONCRETE 10" #4 AT 16" O.C. #4 AT 10" O.C. ---
W2 CONCRETE 16" #4 AT 18" O.C. EACH FACE #4 AT 12" O.C. EA FACE ---
FOOTING SCHEDULE
MARK LENGTH WIDTH THICKNESS REINFORCING REMARKS
F36 36" 36" 10" (4) #4 EACH WAY TOP & BOTTOM ---
F48 48" 48" 10" (4) #5 EACH WAY TOP & BOTTOM ---
F72 72" 72" 12" (8) #5 EACH WAY TOP & BOTTOM ---
WF18 CONT 18" 10" (2) #4 CONT BOTTOM ---
WF24 CONT 24" 10" (2) #4 CONT BOTTOM ---
WF24A CONT 24" 10" (3) #4 CONT TOP & BOTTOM ---
KEYNOTES
1 CONCRETE BOLLARDS PER ARCH
FOUNDATION PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE
G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER
TRADES TO INSURE THAT THESE MINIMUMS ARE
SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR
ADDITIONAL REQUIREMENTS.
D. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES
CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE
FOR ADDITIONAL INFORMATION.
E. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE
FOR ADDITIONAL INFORMATION.
F. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A
CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
.
G. . , , - AS SHOWN ON PLAN INDICATES A
SHEARWALL HOLDOWN. SEE HOLDOWN SCHEDULES
AND DETAILS FOR ADDITIONAL INFORMATION.
H. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
I. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL
COLUMN. SEE STEEL COLUMN SCHEDULE FOR
ADDITIONAL INFORMATION. COLUMNS START AT THE
LEVEL THEY ARE CALLED OUT ON.
J. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
K. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
L. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED
AND/OR RAISED SLABS WITH ARCHITECTURAL
DRAWINGS.
M. FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
N. TYPICAL TOP OF CONCRETE WALL=100'-0"
O. TYPICAL TOP OF EXTERIOR FOOTING=97'-0"
P. TYPICAL TOP OF INTERIOR FOOTING=99'-8", UNO
HOLDOWN SCHEDULE
MARK HOLDOWN
SHEARWALL
END POST UNO
ON PLAN ALTERNATE HOLDOWN
ANCHOR
BOLT DIA.
A SIMPSON HTT4 W/
(18) 0.162x2.5" NAILS
(2) 2x STUDS N/A 5/8"
B SIMPSON HDU8 (2) 2x STUDS N/A 7/8"
SCALE: 1/4" = 1'-0"
FOUNDATION PLAN
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE
(U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL
BETWEEN SPLICE JOINTS.)
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN
9" OF EACH END PIECE.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT
PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.
NOTES:
SHEARWALL TYPE SCHEDULE
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
5 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
6. 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.
WOOD: 16d STAGGERED AT 4" O.C.
STEEL COLUMN (SC) SCHEDULE
MARK SIZE BASE CONNECTION
SC1 HSS4x4x1/4 PER DETAIL, SEE PLAN
SC2 HSS5x5x1/4 3/4"x11"x11" PLATE W/ (4) 3/4" DIA ANCHOR BOLTS W/ 8"
MIN EMBEDMENT, U.N.O.
SC3 HSS6x6x1/4 PER DETAIL, SEE PLAN
SC4 HSS6x6x5/8 3/4"x12"x12" PLATE W/ (4) 3/4" DIA ANCHOR BOLTS W/ 8"
MIN EMBEDMENT, U.N.O.
A B
6
4
3
1
2
ABDE
5
C AABBCC
3.5
4.8
1.5
D.1
C.1 B.1
W8x13W8x13W8x13WOOD ROOF TRUSSES AT 24" O.C.WOOD ROOF TRUSSES AT 24" O.C.WOOD ROOF TRUSSES AT 24" O.C.HSS14X4X3/16
CURVED
HSS14X4X3/16
CURVED
HSS6x3x3/16
CURVED
WOOD TRUSS AT 24" O.C.
14" RED-L BARREL OPEN-WEBB1 B1B1B4B2B1B3B1
B4B4HSS8X6X1/4HSS6X2X1/4
FLAT
HSS6X2X1/4
FLATHSS6X2X1/4FLATB7
B7
HSS3X3X3/16
FLAT W10X22CURVEDB2 B8
TYPICAL ROOF SHEATHING
APA RATED ROOF SHEATHING W/
NAILS AT O.C. AT PANEL EDGES AND
BOUNDARY AND AT O.C. IN THE FIELD.
19/32"8d
6"
12"B6B1 B6B1
B5B5B1
B6B1
B6WJ3WJ3WJ3B1
1
1
40 PSF
0 PSF
8'-0"
30 PSF
0 PSF
6'-0"
30 PSF
0 PSF6'-6"HSS12X6X3/16HSS12X6X3/16HSS12X6X3/16HSS12X6X3/16HSS14X4X3/16
CURVED
TYP
HSS14X4X3/16
CURVED
TYPB1
55
5
6.
6.5
5
5
5 5
6.
6.
5
5
5
5
6.
6.
5
5
6.
2
2
B5WJ1
2 2
WJ1
2 2
WJ32
2
1WJ3
WJ2
WJ2 WJ2
WJ2
WJ2
232
S4.2
________________________232
S4.2
________________________
233
S4.2
________________________234
S4.2
________________________233
S4.2
________________________
231
S4.2
________________________
234
S4.2
________________________
229
S4.2
________________________
WJ3
B6
228
S4.2
________________________
222
S4.1
________________________
SIM
220
S4.1
________________________
2
2
227
S4.1
________________________
221
S4.1
________________________B12
2
222
S4.1
________________________
220
S4.1
________________________B13
206
S4.0
________________________
3
205
S4.0
________________________
212
S4.0
________________________
205
S4.0
________________________B1207
S4.0
________________________
3
211
S4.0
________________________
206
S4.0
________________________
240
S4.3
________________________
226
S4.1
________________________
215
S4.0
________________________210
S4.0
________________________
214
S4.0
________________________209
S4.0
________________________
226
S4.1
________________________
213
S4.0
________________________
235
S4.2
________________________
201
S4.0
________________________
217
S4.1
________________________
202
S4.0
________________________
236
S4.2
________________________
239
S4.3
________________________238
S4.3
________________________
240
S4.3
________________________
236
S4.2
________________________
4
237
S4.2
________________________236
S4.2
________________________
236
S4.2
________________________236
S4.2
________________________
B6
WJ3
230
S4.2
________________________
P2
P1
P2
5
5
6.
P1
6
6.6.
6
6.
B1
CS16
7
5
6
B1
CS16
B3
8
CS16
B3
8
CS16
8
B1
CS16
B3
8
CS16
8
211
S4.0
________________________
9
9
8
B1
3
10
RADIUS=29'-6"T.O.S.N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:34 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS2.1
23-038 BEEHIVE FCU-NORTH REXBURGLOWER ROOF FRAMING PLAN02/23/2023
AV
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE
(U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL
BETWEEN SPLICE JOINTS.)
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN
9" OF EACH END PIECE.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT
PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.
NOTES:
SHEARWALL TYPE SCHEDULE
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
5 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
6. 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.
WOOD: 16d STAGGERED AT 4" O.C.
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 1 3/4x 5 1/2 LVL
B2 (2) 2x8 OR 4x8 OR (2) 1 3/4x5 1/2 LVL
B3 (2) 1 3/4x9 1/2 LVL OR 3 1/2x9 1/2 LVL
B4 5 1/8x12 GLB
B5 (1) 1 3/4x9 1/2 LVL
B6 2x6
B7 5 1/8x6 GLB
B8 5 1/8x12 GLB
KEYNOTES
1 STRUCTURAL FASCIA, UNBROKEN FROM CORNER FOR
8'-0" MIN
2 INVERTED SIMPSON HUC26-2 HANGER
3 OPENING FOR MECHANICAL DUCT, COORDINATE W/
ARCH AND MECHANICAL.
4 ADD WOOD NAILER TO STEEL COLUMN PER
"PLAN-STEEL COLUMN AT WOOD STUD WALL" TYPICAL
DETAIL.
5 2x6 BLOCKING BETWEEN EACH JOIST W/ CS16x15'-0"
STRAP AS SHOWN, SEE TYPICAL DETAIL
6 IN ADDITION TO BALANCED ROOF SNOW LOAD, TRUSS
MANUFACTURER TO DESIGN TRUSSES FOR DRIFTING
SNOW LOAD FOR LENGTH AND MAGNITUDE SHOWN,
SEE TYPICAL DETAIL
7 DISCONTINUE NAILER AND THREADED STUDS AT
OVERHANG
8 OPENING FOR MECHANICAL DUCT, COORDINATE W/
ARCH AND MECHANICAL. STRAP ABOVE AND BELOW
MECHANICAL OPENING W/ CS16 SIM TO DETAIL T11
9 POCKET BEAM INTO WALL PER TYPICAL DETAIL
10 BRACE NON-BEARING WALL PER "TYPICAL WOOD
TRUSS AT NON-BEARING WALL" DETAIL
SCALE: 1/4" = 1'-0"
LOWER ROOF FRAMING PLAN
WOOD JOIST (WJ) SCHEDULE
MARK WOOD JOIST
JOIST SPACING
(O.C.)
FACE MOUNT
HANGER
TOP FLANGE
HANGER
WJ1 9 1/2" TJI 110 2'-0" LSSR1.81Z
WJ2 14" TJI 110 2'-0"
WJ3 2x6 2'-0" LUS26 LB26
NORTH
ROOF FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO.
E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR
LESS, (1) TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2)
KS, 9'-1" TO 12-0", (2) TS & (3) KS. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
G. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
H. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
I. AT DRIVE THRU, TIE EACH ROOF TRUSS AT BEARING
LOCATIONS WITH (1) H2.5A OR (1) H1 CLIP, AND EACH
GIRDER TRUSS WITH (2) H2.5A CLIPS, UNO.
J. AT MAIN BUILDING, TIE EACH ROOF TRUSS AT
LOCATIONS WITH BEARING/UPLIFT CLIP BY TRUSS
MANUFACTURER. USE 0.148"x3" NAILS.
K. "D=" INDICATES DRAG LOAD (ASD) THAT TRUSS
MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH
TENSION AND COMPRESSION.
L. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1)
H2.5A CLIP, UNO.
M. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
N. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
O. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
POST (P) SCHEDULE
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
P2 4x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL
6
4
3
1
2
ABDE
5
C AABBCC
3.5
4.8
1.5
D.1
C.1 B.1
14" RED-L BARREL OPEN-WEB WOOD TRUSSES AT 24" O.C.
14" RED-L BARREL OPEN-WEB WOOD TRUSSES AT 24" O.C.
HSS8X6X1/4
HSS6X6X1/4
TYPICAL ROOF SHEATHING
APA RATED ROOF SHEATHING W/
NAILS AT O.C. AT PANEL EDGES AND
BOUNDARY AND AT O.C. IN THE FIELD.
19/32"8d
6"
12"
5
5
5
B1
B6W18X46 (LOW)
(HIGH)
5B1
B1B15
5
B6B1
1 1
2
2
11
B1
B62
1 1
D=3600#D=2200#3WJ34
5
203
S4.0
________________________
202
S4.0
________________________
225
S4.1
________________________
217
S4.1
________________________
201
S4.0
________________________
217
S4.1
________________________217
S4.1
________________________
204
S4.0
________________________
6
223
S4.1
________________________
6
4
210
S4.0
________________________
218
S4.1
________________________
208
S4.0
________________________
216
S4.0
________________________
SC1
216
S4.0
________________________
SC1
212
S4.0
________________________
6 WJ3202
S4.0
________________________
211
S4.0
________________________
224
S4.1
________________________30 PSF0 PSF4
219
S4.1
________________________78
8
5
5
6.
5 5
5
9
10
N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:35 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS2.2
23-038 BEEHIVE FCU-NORTH REXBURGUPPER ROOF FRAMING PLAN02/23/2023
AV
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 1 3/4x 5 1/2 LVL
B2 (2) 2x8 OR 4x8 OR (2) 1 3/4x5 1/2 LVL
B3 (2) 1 3/4x9 1/2 LVL OR 3 1/2x9 1/2 LVL
B4 5 1/8x12 GLB
B5 (1) 1 3/4x9 1/2 LVL
B6 2x6
B7 5 1/8x6 GLB
B8 5 1/8x12 GLB
KEYNOTES
1 INVERTED SIMPSON HUC26-2 HANGER
2 STRUCTURAL FASCIA, UNBROKEN FROM CORNER FOR
8'-0" MIN
3 4x BLOCKING BETWEEN EACH TRUSS W/ CONT
CMSTC16 STRAP, SEE TYPICAL DETAIL.
4 ADD WOOD NAILER TO STEEL COLUMN PER
"PLAN-STEEL COLUMN AT WOOD STUD WALL" TYPICAL
DETAIL.
5 ALIGN DRAG TRUSS W/ COLUMN ON E4
6 OPENING FOR MECHANICAL DUCT, COORDINATE W/
ARCH AND MECHANICAL.
7 IN ADDITION TO BALANCED ROOF SNOW LOAD, TRUSS
MANUFACTURER TO DESIGN TRUSSES FOR DRIFTING
SNOW LOAD FOR LENGTH AND MAGNITUDE SHOWN,
SEE TYPICAL DETAIL
8 DISCONTINUE NAILER AND THREADED STUDS AT
OVERHANG
9 OPENING FOR MECHANICAL DUCT MUST NOT EXCEDED
10% OF SHEARWALL LENGTH, SEE TYPICAL DETAIL
10 BRACE NON-BEARING WALL PER "TYPICAL WOOD
TRUSS AT NON-BEARING WALL" DETAIL
ROOF FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES
ARE TYPICAL TO THIS PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR
BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT
DISCONTINUITY.
D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS
AT 16" O.C. UNO.
E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR
LESS, (1) TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2)
KS, 9'-1" TO 12-0", (2) TS & (3) KS. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
G. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
H. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD
POST. SEE POST SCHEDULE FOR MORE INFORMATION.
I. AT DRIVE THRU, TIE EACH ROOF TRUSS AT BEARING
LOCATIONS WITH (1) H2.5A OR (1) H1 CLIP, AND EACH
GIRDER TRUSS WITH (2) H2.5A CLIPS, UNO.
J. AT MAIN BUILDING, TIE EACH ROOF TRUSS AT
LOCATIONS WITH BEARING/UPLIFT CLIP BY TRUSS
MANUFACTURER. USE 0.148"x3" NAILS.
K. "D=" INDICATES DRAG LOAD (ASD) THAT TRUSS
MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH
TENSION AND COMPRESSION.
L. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1)
H2.5A CLIP, UNO.
M. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND
BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL
"SOLID BLOCKING BETWEEN FLOORS" DETAIL.
N. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
O. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH
TYPE "5" SHEARWALLS, UNO.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE
(U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL
BETWEEN SPLICE JOINTS.)
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN
9" OF EACH END PIECE.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT
PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS.
NOTES:
SHEARWALL TYPE SCHEDULE
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
5 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
6. 7/16" APA RATED
SHEATHING (BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C.
CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C.
WOOD: 16d STAGGERED AT 4" O.C.
SCALE: 1/4" = 1'-0"
UPPER ROOF FRAMING PLAN
WOOD JOIST (WJ) SCHEDULE
MARK WOOD JOIST
JOIST SPACING
(O.C.)
FACE MOUNT
HANGER
TOP FLANGE
HANGER
WJ1 9 1/2" TJI 110 2'-0" LSSR1.81Z
WJ2 14" TJI 110 2'-0"
WJ3 2x6 2'-0" LUS26 LB26
NORTH
STEEL COLUMN (SC) SCHEDULE
MARK SIZE BASE CONNECTION
SC1 HSS4x4x1/4 PER DETAIL, SEE PLAN
SC2 HSS5x5x1/4 3/4"x11"x11" PLATE W/ (4) 3/4" DIA ANCHOR BOLTS W/ 8"
MIN EMBEDMENT, U.N.O.
SC3 HSS6x6x1/4 PER DETAIL, SEE PLAN
SC4 HSS6x6x5/8 3/4"x12"x12" PLATE W/ (4) 3/4" DIA ANCHOR BOLTS W/ 8"
MIN EMBEDMENT, U.N.O.
KEYNOTES:
NOTES:
3"
CLR 3"CLR8
10
79
6
5
4
1
2
3
8"MIN1. WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3. CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5. CONCRETE FOOTING, SEE PLAN
6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.FINISH GRADE PER ARCH
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
10. WALL SHEATHING AS OCCURS, SEE PLAN
11.MASONRY VENEER PER ARCH
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
11
KEYNOTES:
NOTES:
3"
CLR 3"CLR1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4. CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7. MINIMUM FOOTING DEPTH, SEE GSN
8. FINISH GRADE PER ARCH
9.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
11.MASONRY VENEER PER ARCH
12. BRICK VENEER PER ARCH, ATTACH PER
GSN
13. WALL SHEATHING ON INTERIOR SIDE
WALL WHERE OCCURS PER ARCH
8
10
79
6
1
2
5
4
3
12
11
9
13
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS8"MINKEYNOTES:
NOTES:
3"
CLR 3"CLR8
76
8
5
4
3
1
2
1.WALL BEYOND, SEE PLAN
2. #4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7. MINIMUM FOOTING DEPTH, SEE GSN
8.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
18"
18"
A. ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PER ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS
PLANA
A
KEYNOTES:
1. STEEL COLUMN, SEE PLAN
2. STEEL BASE PLATE W/ LEVELING
NUTS, SEE COLUMN SCHEDULE
3. ±1 1/2" NON-SHRINK GROUT
4.CONCRETE CLOSURE POUR. POUR
AFTER DEAD LOADS ARE IN PLACE
5. CONCRETE SLAB ON GRADE, SEE
PLAN
6. CONCRETE FOOTING, SEE PLAN
7. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
1/4
3"
CLR 3"CLR11_2"TYP11_2"TYP11_
2"
TYP
1
6
7
3
5
1
2
2
2
1
4
4
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.WALL SHEATHING AS OCCURS, SEE PLAN
8.#4 BENT DOWEL AT 18" O.C.
7
6
5
1
2
4
3
3"
CLR 3"CLR31_2"MIN12"
12"
8
KEYNOTES:
3"
CLR 3"CLR1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ O.145"∅ MIN
SHOT PIN AT 32" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
5
1
2
4
3
PLAN
PLAN
B
B
A
A
KEYNOTES:
1/4
1. STEEL COLUMN, SEE PLAN
2. 1"x12"x12" STEEL BASE PLATE W/
(4) 7/8" DIA HEAVY HEX BOLTS W/
LEVELING NUTS W/ 10" MIN
EMBEDMENT
3. ±1 1/2" NON-SHRINK GROUT
4.20" SQR CONCRETE PIER W/ (12) #5
HOOKED DOWELS
5. FLATWORK PER ARCH/CIVIL
6. CONCRETE FOOTING, SEE PLAN
7. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
8. BRICK VENEER PER ARCH
9. 15" SQR CONCRETE PIER W/ (8)
VERTICAL DOWELS
10.(3) #3 TIES IN TOP 5" AND AT 8" O.C.
REMAINDER
1/4
1/4
3"
CLR 3"CLR3'-0" MAX1'-0"11_
2" CLR
2'-0" MIN11_2"CLR11_2"CLR11_2"TYP11_2"TYP11_
2"
TYP
2 1_
2"
TYP
1
6
7
3
5
2
4
1
9
5
8
4
10
10
9
1
2
GRID
GRID
KEYNOTES:
1/4
1
2
1. STEEL COLUMN, SEE PLAN
2. 1/2"x8 1/2"x8 1/2" THICK STEEL BASE
PLATE OVER ±1 1/2" NON-SHRINK GROUT
W/ (3) 3/4" DIA ANCHOR BOLTS W/
LEVELING NUTS W/ 8" MIN EMBEDMENT
3. CONCRETE WALL, SEE PLAN
4.(2) #4 BENT BAR W/ STANDARD HOOK AT
BASE EACH SIDE OF COLUMN. EXTEND
TO BOTTOM OF FOOTING
71_4"5"
3" TYP
11_
2" TYP
3
1_
4"1_4"4
3
11_
2" TYP
KEYNOTES:11_2"TYP2"TYP11_
2"
TYP 81_2"1/4
1
3
2
1. STEEL COLUMN, SEE PLAN
2.1/2"x6"x11" THICK STEEL BASE PLATE
OVER ±1 1/2" NON-SHRINK GROUT W/ (4)
3/4" DIA ANCHOR BOLTS W/ LEVELING
NUTS W/ 8" MIN EMBEDMENT
3.CONCRETE WALL, SEE PLAN
PLANA
A
KEYNOTES:
1/4
3"
CLR 3"CLR11_2" TYP11_2" TYP11_
2" TYP
11_
2" TYP
1. STEEL COLUMN, SEE PLAN
2. 1/2"x6"x11" THICK STEEL BASE PLATE W/
(4) 3/4" DIA ANCHOR BOLTS W/ LEVELING
NUTS W/ 8" MIN EMBEDMENT
3. MASONRY VENEER PER ARCH, ATTACH
PER GSN
4. ±1 1/2" NON-SHRINK GROUT
5.CONCRETE WALL, SEE PLAN
6.(2) #4 BENT BAR W/ STANDARD HOOK AT
BASE EACH SIDE OF COLUMN. EXTEND
TO BOTTOM OF FOOTING
7. CONCRETE FOOTING, SEE PLAN
8.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
9.MINIMUM FOOTING DEPTH, SEE PLAN
10. FINISH GRADE PER ARCH
11. CONCRETE SLAB ON GRADE, SEE PLAN
12.BRICK VENEER PER ARCH, ATTACH PER
GSN
10
98
7
5
11
12
3
1
2
3
6
1
2
4
68"MINPLANA
A
KEYNOTES:
10"6"8"8"1/4
3"
CLR3"CLR11_2" TYP11_2" TYP11_
2" TYP
11_
2" TYP
1.STEEL COLUMN, SEE PLAN
2.1/2"x6"x11" THICK STEEL BASE PLATE
OVER ±1 1/2" NON-SHRINK GROUT W/ (4)
3/4" DIA ANCHOR BOLTS W/ LEVELING
NUTS W/ 8" MIN EMBEDMENT
3.MASONRY VENEER PER ARCH, ATTACH
PER GSN
4.CONCRETE PEDESTAL
5.CONCRETE WALL, SEE PLAN
6. (2) #4 BENT BAR W/ STANDARD HOOK AT
BASE EACH SIDE OF COLUMN. EXTEND
TO BOTTOM OF FOOTING AS SHOWN
7.CONCRETE FOOTING, SEE PLAN
8.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
9. MINIMUM FOOTING DEPTH, SEE PLAN
10.FINISH GRADE PER ARCH
11.CONCRETE SLAB ON GRADE, SEE PLAN
12. BRICK VENEER PER ARCH, ATTACH PER
GSN
10
98
7
5
11
12
3
1
2
6
1
2
4
6
5
8"MINN
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:35 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS3.0
23-038 BEEHIVE FCU-NORTH REXBURGFOUNDATION DETAILS02/23/2023
AV
SCALE: NTS101WOOD STUD WALL AT FOUNDATION
SCALE: NTS102WOOD STUD WALL AT FOUNDATION
SCALE: NTS103CONCRETE SLAB AT FOUNDATION
SCALE: NTS106STEEL COLUMN AT FOUNDATION
SCALE: NTS104WOOD STUD WALL AT FOUNDATION
SCALE: NTS105WOOD STUD WALL AT FOUNDATION
SCALE: NTS107STEEL COLUMN AT FOUNDATION
SCALE: NTS108STEEL COLUMN AT FOUNDATION
SCALE: NTS109STEEL COLUMN AT FOUNDATION
SCALE: NTS110STEEL COLUMN AT FOUNDATION
SCALE: NTS111STEEL COLUMN AT FOUNDATION
GRID
GRID
KEYNOTES:
1/4
1.STEEL COLUMN, SEE PLAN
2. 1/2"x6"x11" STEEL BASE PLATE OVER ±1
1/2" NON-SHRINK GROUT W/ (4) 3/4" DIA
ANCHOR BOLTS W/ LEVELING NUTS W/ 8"
MIN EMBEDMENT
3.CONCRETE WALL, SEE PLAN
31_2"11_2" TYP11_
2"
TYP
5"81_
2"21_2"51_2"31_
2"41_2"3
1
211_2" TYPGRID
GRIDKEYNOTES:
1/4
1
2
1. STEEL COLUMN, SEE PLAN
2. 1/2"x8 1/2"x8 1/2" THICK STEEL BASE
PLATE OVER ±1 1/2" NON-SHRINK GROUT
W/ (4) 3/4" DIA ANCHOR BOLTS W/
LEVELING NUTS W/ 8" MIN EMBEDMENT
3. CONCRETE WALL, SEE PLAN
4.(2) #4 BENT BAR W/ STANDARD HOOK AT
BASE EACH SIDE OF COLUMN. EXTEND
TO BOTTOM OF FOOTING
10"6"51_
4"71_4"3" TYP11_2" TYP3 1_4"1_
4"
4
3
23_
4"
GRID
GRID
KEYNOTES:
8"9"
6"5"1'-1"31_4"11_2"TYP11_2"TYP11_
2" TYP3" TYP
1/4
1. STEEL COLUMN, SEE PLAN
2.1/2"x6"x11" THICK STEEL BASE PLATE
OVER ±1 1/2" NON-SHRINK GROUT W/ (4)
3/4" DIA ANCHOR BOLTS W/ LEVELING
NUTS W/ 8" MIN EMBEDMENT
3. CONCRETE SLAB ON GRADE, SEE PLAN
4.(2) #4 BENT BAR W/ STANDARD HOOK AT
BASE EACH SIDE OF COLUMN. EXTEND
TO BOTTOM OF FOOTING AS SHOWN
5.CONCRETE WALL, SEE PLAN
1
4
5
5
24"13_4"N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:35 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS3.1
23-038 BEEHIVE FCU-NORTH REXBURGFOUNDATION DETAILS02/23/2023
AV
SCALE: NTS113STEEL COLUMN AT FOUNDATION
SCALE: NTS114STEEL COLUMN AT FOUNDATION
SCALE: NTS112STEEL COLUMN AT FOUNDATION
KEYNOTES:
NOTES:
3
4
5
1. WOOD TRUSS W/ CLIP, SEE PLAN
2.STEEL BEAM, SEE PLAN
3.CONT BEVELED 4x NAILER W/ 5/8" DIA
THREADED STUDS W/ WASHER AT 32" O.C.
(COUNTER SINK AS REQUIRED)
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
6.2x BLOCKING W/ A35 CLIP BETWEEN EACH
TRUSS
7.WINDOW SYSTEM, SEE ARCH
8. CONT 4x NAILER W/ 5/8" DIA THREADED
STUDS W/ WASHER AT 32" O.C.
(COUNTER SINK AS REQUIRED).
DISCONTINUE NAILER AND THREADED
STUDS AT OVERHANG
10. SOFFIT PER ARCH
A.COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
1
6
2
8
7 3_4"10
KEYNOTES:
NOTES:
3
5
4 7
8
6
910
1. WOOD TRUSS, SEE PLAN
2.BRICK VENEER PER ARCH, ATTACH PER
GSN
3.WOOD JOIST W/ CLIP AND HANGER, SEE
PLAN
4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5.WOOD STUD WALL, SEE PLAN
6. WALL SHEATHING AS OCCURS, SEE PLAN
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8. 2x BLOCKING W/ A35 CLIP BETWEEN EACH
JOIST
9. ROOF SHEATHING, SEE PLAN
10.BOUNDARY NAILING, SEE PLAN
11.SOFFIT PER ARCH
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
1
2'-0"
MAX
2
11
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2. 2x4x8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3.BOUNDARY NAILING, SEE PLAN
4.ROOF SHEATHING, SEE PLAN
1
43
2'-0"
MAX
2
3
KEYNOTES:
NOTES:
1.WOOD TRUSS, SEE PLAN
2. BRICK VENEER PER ARCH, ATTACH PER
GSN
3. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4. ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
6.WALL SHEATHING AS OCCURS, SEE PLAN
7. EDGE NAILING, SEE SHEARWALL
SCHEDULE
8.WOOD STUD WALL, SEE PLAN
9. SOFFIT PER ARCH
1
45
7
6
8
2
3
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
9
5
KEYNOTES:
NOTES:
1
2
3
5
4
7
8
6
9
10
1.WOOD JOIST W/ CLIP, SEE PLAN
2. CONT SHAPED BLOCK W/ 16d NAILS AT 6"
O.C.
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4. WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE PLAN
6.EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.(4) 16d NAILS IN BOTTOM FLANGE OF
EACH JOIST
8.JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST
9.ROOF SHEATHING, SEE PLAN
10.BOUNDARY NAILING, SEE PLAN
11. WEB STIFFENER PER TYPICAL DETAIL
12.BRICK VENEER PER ARCH, ATTACH PER
GSN
13.SOFFIT PER ARCH
A.COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS3_4"12
11
13
KEYNOTES:
NOTES:
1 2
3
5
4
7
8
6
910
1. WOOD JOIST, SEE PLAN
2.WOOD BEAM, SEE PLAN
3.WOOD JOIST W/ CLIP AND HANGER, SEE
PLAN
4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5. WOOD STUD WALL, SEE PLAN
6.WALL SHEATHING AS OCCURS, SEE PLAN
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8.2x BLOCKING W/ A35 CLIP BETWEEN EACH
JOIST
9.ROOF SHEATHING, SEE PLAN
10.BOUNDARY NAILING, SEE PLAN
11. BRICK VENEER PER ARCH, ATTACH PER
GSN
12. HORIZONTAL STRAP AS OCCURS, SEE
PLAN
13.SOFFIT PER ARCH
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
2'-0"
MAX
12
11
13
10
KEYNOTES:
1.WOOD JOIST, SEE PLAN
2. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3. WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5. EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.ALIGN CONT JOIST W/ STUD WALL W/ 16d
NAILS AT 4" O.C.
7.ROOF SHEATHING, SEE PLAN
8. BOUNDARY NAILING, SEE PLAN
9.WOOD JOIST BLOCKING AT 24" O.C. W/ (2)
16d NAILS
1
3
2
5
6
4
78
9
KEYNOTES:
NOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. STEEL BEAM, SEE PLAN
3.CONT BEVELED 4X NAILER W/ 5/8" DIA
THREADED STUDS W/ WASHER AT 32" O.C.
(COUNTER SINK AS REQUIRED)
4.ROOF SHEATHING, SEE PLAN
5. BOUNDARY NAILING, SEE PLAN
6.2x BLOCKING W/ A35 CLIP BETWEEN EACH
TRUSS
7.2x BLOCKING BETWEEN EACH TRUSS W/
16d NAILS AT 6" O.C.
8. WINDOW SYSTEM, SEE ARCH
9.CONT 4X NAILER W/ 5/8" DIA THREADED
STUDS W/ WASHER AT 32" O.C.
(COUNTER SINK AS REQUIRED)
10.SOFFIT PER ARCH
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
1
2
3456
8
9
12
3
4
5
7 31_2"31_2"10
KEYNOTES:
NOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD STUD WALL, SEE PLAN
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.CONT BEVELED 4x W/ (1) 1/4" DIA x6" LONG
SDS SCREW AT 24" O.C.
5.ROOF SHEATHING, SEE PLAN
6.BOUNDARY NAILING, SEE PLAN
7. 2x BLOCKING BETWEEN EACH TRUSS W/
16d NAILS AT 6" O.C.
8.WALL SHEATHING AS OCCURS, SEE PLAN
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS31_2"1
1
2
9
3
4
5
6
7
8
KEYNOTES:
NOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD STUD WALL, SEE PLAN
3. CONT 2x DBL TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.CONT BEVELED 2x6 W/ (1) 1/4" DIA x 2 1/2"
LONG SDS SCREW AT 24" O.C.
5. ROOF SHEATHING, SEE PLAN
6.BOUNDARY NAILING, SEE PLAN
7.2x BLOCKING W/ A35 CLIP BETWEEN EACH
TRUSS
8.2x BLOCKING BETWEEN EACH TRUSS W/
16d NAILS AT 6" O.C.
9.WALL SHEATHING AS OCCURS, SEE PLAN
10.EDGE NAILING, SEE SHEARWALL
SCHEDULE
11.CONT 2x BOTTOM PLATE W/
ATTACHMENT, SEE SHEARWALL
SCHEDULE
12. NO SHEATHING SPLICE TO OCCUR IN
THIS AREA (2'-0" ABOVE OR BELOW
LOWER WALL TOP PLATE)
13.SOFFIT PER ARCH
A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
1
3
4567
2 9
1
3
5
6
8 11_2"11_2"10
10
11
412 10
13
9 2
KEYNOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD STUD WALL, SEE PLAN
3. CONT 2x DBL TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.CONT BEVELED 4x W/ (1) 1/4" DIA x 6"
LONG SDS SCREW AT 24" O.C.
5.ROOF SHEATHING, SEE PLAN
6.2x BLOCKING W/ A35 CLIP BETWEEN EACH
TRUSS
7.BOUNDARY NAILING, SEE PLAN
8.WALL SHEATHING AS OCCURS, SEE PLAN
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
10. WOOD JOIST W/ HANGER, SEE PLAN
11.WEB STIFFENER PER TYPICAL DETAIL
12.1 3/4"x11 7/8" LVL LEDGER W/ (3)
SDWS22600DB SCREWS AT 16" O.C.
13.SOFFIT PER ARCH
1
3
4
5
7
6
2
8
10
531_2"9
124"4"11
7
13
KEYNOTES:
NOTES:
1. WOOD TRUSS W/ CLIP, SEE PLAN
2.WOOD STUD WALL, SEE PLAN
3.CONT 2x DBL TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.CONT BEVELED 4x W/ (1) 1/4"∅x6" LONG
SDS SCREW AT 24" O.C.
5.ROOF SHEATHING, SEE PLAN
6. 2x BLOCKING W/ A35 CLIP BETWEEN EACH
TRUSS
7.BOUNDARY NAILING, SEE PLAN
8. WALL SHEATHING AS OCCURS, SEE PLAN
9.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WOOD JOIST W/ HANGER, SEE PLAN
11.WEB STIFFENER PER TYPICAL DETAIL
12. 2x6 BLOCKING W/ (3) 16d NAILS BETWEEN
EACH JOIST
13. CONT 2x BOTTOM PLATE W/
ATTACHMENT, SEE SHEARWALL
SCHEDULE14.WOOD BEAM, SEE PLAN
15. SOFFIT PER ARCH
1
3
4
5
7
6
2
8
10
531_2"9
14
11
7
13
12
15
A.COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
PLANA
A
KEYNOTES:
3/16
TYP
3/16
3/16
(3)
SIDES
TYP
3/16
3/16
1. STEEL COLUMN, SEE PLAN
2. STEEL BEAM, SEE PLAN
3.3/16" x 4" x 0'-5" STEEL PLATE AT EACH
SIDE OF COLUMN
4.L2x2x3/16x0'-4" STEEL ANGLE TOP AND
BOTTOM
1
2
1
2
1_
2"
GAP
3
44
3
3
4
SECTIONA
A
KEYNOTES:
1/4
1/4
1/4
1/4 TYP
TYP
1/4
1/4
1/4
1/4
1 WEST FACE 1.STEEL COLUMN, SEE PLAN
2. WOOD BEAM, SEE PLAN. SHAVE WEST
FACE AT STEEL PLATE
3.3/8" x 6" x 1'-0" STEEL PLATE
4.1/2" x 3" x 0'-6" STEEL PLATE
5. 1/4" x 4" x 0'-11" STEEL PLATE W/ (2) 1/4"
DIA x 2 1/2" LONG SDS SCREWS EACH
FACE. ALIGN WEST PLATE W/ COLUMN
FACE6.1 1/2" LONG SLOTTED HOLE
1
24
3
2 2"4"11_
2"
5
6
2
4
5
3
SECTIONA
A
KEYNOTES:
1/4
1/4
1/4
1/4TYP
1/4
1/4
1/4
1/4
1WEST FACE 1.STEEL COLUMN, SEE PLAN
2. WOOD BEAM, SEE PLAN. SHAVE WEST
FACE AT STEEL PLATE
3.3/8" x 6" x 1'-0" STEEL PLATE, WEST TO
ALIGN W/ COLUMN FACE
4.1/2" x 3" x 0'-6" STEEL PLATE
5.1/4" x 4" x 0'-11" STEEL PLATE W/ (2) 1/4"
DIA x 2 1/2" LONG SDS SCREWS EACH
FACE. ALIGN WEST PLATE W/ COLUMN
FACE6.1 1/2" LONG SLOTTED HOLE
1
24
3
5
6
2
4
5
3
2"4"11_
2"
1"
KEYNOTES:
NOTES:
3/16
3/16
3/16
3/16
1.STEEL COLUMN, SEE PLAN
2. STEEL BEAM, SEE PLAN
3.1/4" THICK STEEL WEB STIFFENER, EACH
SIDE OF BEAM
3
2
2
1
A.SEE CORRESPONDING DETAILS FOR
ADDITIONAL INFORMATION
N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:35 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS4.0
23-038 BEEHIVE FCU-NORTH REXBURGROOF FRAMING DETAILS02/23/2023
AV
SCALE: NTS201WOOD TRUSS AT STEEL BEAM
SCALE: NTS202WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS203WOOD TRUSS AT WINDOW SYSTEM
SCALE: NTS204WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS205WOOD JOIST AT WOOD STUD WALL
SCALE: NTS206WOOD JOIST AT WOOD STUD WALL
SCALE: NTS207WOOD JOIST AT WOOD STUD WALL
SCALE: NTS208WOOD TRUSS AT STEEL BEAM
SCALE: NTS209WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS210WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS211WOOD TRUSS AND WOOD JOIST AT WOOD STUD WALL
SCALE: NTS212WOOD TRUSS AND WOOD JOIST AT WOOD BEAM
SCALE: NTS213STEEL BEAM AT STEEL COLUMN
SCALE: NTS214WOOD BEAMS AT STEEL COLUMN
SCALE: NTS215WOOD BEAM AT STEEL COLUMN
SCALE: NTS216STEEL BEAM AT STEEL COLUMN
KEYNOTES:
3/16
3/16
3/16
1. STEEL COLUMN, SEE PLAN
2.STEEL BEAM, SEE PLAN
3.1/2" x 6" x 0'-6" STEEL CAP PLATE
2
1
3
KEYNOTES:
3/16
3/16
3/16
3/16 2
3/16 2
5/16
5/16
1. STEEL COLUMN W/ 1" DIA HOLES AT ROD,
SEE PLAN
2. STEEL BEAM, SEE PLAN
3.SIMPSON HDU2 W/ 5/8" DIA ROD
EXTENDED INTO STEEL BEAM'S WEB 6"
MIN
4. 3/8" x 3 1/2" x 0'-9" STEEL PLATE W/ (3) 3/4"
DIA A325 BOLTS
5. WOOD STUD WALL, SEE PLAN
6. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
7.2x NAILER, SEE PLAN KEYNOTES
8.1/2" x 6" x 0'-6" STEEL CAP PLATE
2
1
2'-6"
MAX
8
2
4 6"11_2"3"3"1"12"11_
2"6
5
7
345__16"KEYNOTES:
NOTES:
1.WOOD BEAM, SEE PLAN
2. WINDOW SYSTEM, SEE ARCH
3.CONT BEVELED 4x W/ (1) 1/4" DIA x 6"
LONG SDS SCREW AT 24" O.C.
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
6. 2x BLOCKING W/ A35 CLIP BETWEEN EACH
JOIST
7. WOOD JOIST W/ CLIP AND HANGER, SEE
PLAN
8.SOFFIT PER ARCH
1
7
2
1
3
6 5
4
83_4"A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
NOTES:
1. STEEL BEAM, SEE PLAN
2.WOOD STUD WALL, SEE PLAN
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4. WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.BRICK VENEER PER ARCH, ATTACH PER
GSN
7.WOOD JOIST W/ CLIP AND HANGER, SEE
PLAN
8.ROOF SHEATHING, SEE PLAN
9. BOUNDARY NAILING, SEE PLAN
10. 2x BLOCKING W/ A35 CLIP BETWEEN EACH
JOIST
11. CONT DBL 2x NAILER W/ 5/8" DIA
THREADED STUDS W/ WASHER AT 32"
O.C. (COUNTER SINK AS REQUIRED)
12.L6" x 4" x 5/16" (LLV) STEEL GALVANIZED
ANGLE W/ (2) 1/4" DIA x 4 1/2" LONG
STAINLESS SDS SCREWS AT EACH STUD,
CURVE AS REQUIRED
13. SOFFIT PER ARCH
14. WALL SHEATHING ON INTERIOR SIDE
WALL WHERE OCCURS PER ARCH
A. COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
1
7
2
3
5
10
4
89
2'-0"
MAX
6
1311_2"3"2
12
6
4
11
13
9
14
5
SECTIONA
A
KEYNOTES:
1/4
1/41/4
1/4
1/4
1/4
1. STEEL COLUMN, SEE PLAN
2.STEEL BEAM, SEE PLAN
3. 3/8" x 3 1/2" x 0'-6" STEEL PLATE W/ (2) 3/4"
DIA A325 BOLTS
4. WOOD BEAM, SEE PLAN
5.3/8" x 6" x 0'-6" STEEL PLATE
6.1/2" x 3" x 0'-6" STEEL PLATE
7.1/4" x 4" x 0'-5" STEEL PLATE W/ 1/4" DIA x 2
1/2" LONG SDS SCREW EACH FACE
8.1 1/2" LONG SLOTTED HOLE
1
46
5 7
8 2"11_
2"
1 3
211_2"3"11_
2"2"4
KEYNOTES:
NOTES:
1. WOOD TRUSS, SEE PLAN
2.BRICK VENEER PER ARCH, ATTACH PER
GSN
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
6. WALL SHEATHING AS OCCURS, SEE PLAN
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8. WOOD STUD WALL, SEE PLAN
9.SOFFIT PER ARCH
1
45
2'-0"
MAX
7
6
8
2
3
A.COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
9
5
KEYNOTES:
1.STEEL COLUMN, SEE PLAN
2. 1/4" x 5 1/2" x 0'-11" STEEL CAP PLATE W/
(2) 1/4" DIA x 3" LONG SDS SCREWS
3. CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL. MATCH CURVATURE
OF TRUSS.
4. WOOD STUD WALL, SEE PLAN
5.2x NAILER, SEE PLAN KEYNOTES
6.WOOD JOIST, SEE PLAN
7.ROOF SHEATHING, SEE PLAN
8. BOUNDARY NAILING, SEE PLAN
9.SIMPSON A35 CLIPS
7
1 1_
2 "
6
8
3
9
9
6
8
2
1
4
5 5
SECTION
PLAN
A
A
B
B
KEYNOTES:
NOTES:
1/4
TYP 1/4
3/16
3/16
3/16
1/4
1/4
1/4
1/4 3
1/4 3
1. STEEL COLUMN, SEE PLAN
2.STEEL BEAM, SEE PLAN
3.ROOF SHEATHING, SEE PLAN
4. 3/8" x 4" x 0'-9" STEEL PLATE W/ (3) 3/4" DIA
A325 BOLTS
5. CONT BEVELED 4x W/ 5/8" DIA THREADED
STUDS W/ WASHER AT 32" O.C.
(COUNTER SINK AS REQUIRED)
6. WOOD TRUSS, SEE PLAN
7.WOOD DRAG TRUSS W/ 3 1/2" x 3 1/2" x
AREA REQUIRED SHEAR BLOCK PER
TRUSS MANUFACTURER
8.3/8" x 8" x AREA REQUIRED STEEL PLATE
AT EACH SIDE OF TRUSS W/ (2) 1/4" DIA x
2 1/2" LONG SDS SCREWS. STAGGER
SCREWS ON FAR SIDE AS SHOWN.
COORDINATE DIMENSIONS AND SCREWS
LOCATIONS W/ TRUSS MANUFACTURER
9.1/2" x 7" x 0'-10" STEEL PLATE
10.MC6x16.3 x AREA REQUIRED W/ (4) 1/4"
DIA x 2 1/2" LONG SDS SCREWS.
COORDINATE DIMENSIONS AND SCREWS
LOCATIONS W/ TRUSS MANUFACTURER
11.1/2" x 6" x 0'-6" STEEL CAP PLATE
12. CONT SOLID BLOCKING W/ 5/8" DIA THRU
BOLTS
13.L4x4x3/8 x LONGEST LENGTH POSSIBLE
TO FIT BETWEEN TRUSS WEBS
A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
7
2
53
1
2
7
2
5
331_2"31_2"9
104
8 11
FIELD MEASURE
FIELD MEASURE
2
2 1
4
11
7 6
3
11_
2" 2
1_
2"6"11_2"3"3"1"
GAP
C.L. COL TO
F.O. TRUSS 6 1_
2"
6 73
5 12
13
10
9
10
31_
2"
1
9
5
7
SECTION
DETAIL OF PLATE
A
A
KEYNOTES:
3/16
1/4
3/16
3/16
1.STEEL COLUMN, SEE PLAN
2. SIMPSON HDU5 W/ 5/8" DIA ROD
3.3/8" x 3 1/2" x 0'-9" STEEL PLATE W/ (3) 3/4"
DIA A325 BOLTS
4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5.2x NAILER, SEE PLAN KEYNOTES
6.CONT STRAP W/ NAILING, SEE PLAN
KEYNOTES
7.NAIL IN EVERY HOLE IN STRAP
8. 4x BLOCKING BETWEEN EACH TRUSS
9.WOOD TRUSS, SEE PLAN
10.ROOF SHEATHING, SEE PLAN
11. BOUNDARY NAILING, SEE PLAN
12. 1/4" x 7" x 0'-7" STEEL CAP PLATE
13.1/4" x 3" x 1'-0" STEEL PLATE AT EACH
FACE W/ (4) 1/4" DIA x 2 1/2" LONG SDS
SCREWS STAGGERED
14.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL. MATCH CURVATURE
OF TRUSS.
1
12
4
3
5
245__16"7
11
9
106
8
6
13
13
13
11_
2"3" 3" 3"
11_
2"1"1"1014
12
1
3
5 5
6
6 13
13
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2. 4x12 LEDGER W/ (2) 1/4" DIA x 8" LONG
SDS SCREWS AT 16" O.C.
3. ROOF SHEATHING, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.WOOD STUD WALL, SEE PLAN
6. BOUNDARY NAILING, SEE PLAN
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8. BRICK VENEER PER ARCH, ATTACH PER
GSN
9. WOOD BEAM, SEE PLAN
10.CONT STRAP W/ NAILING, SEE PLAN
KEYNOTES
1
3
4
6
5
7
7
4
10
9
8
2
7
KEYNOTES:
NOTES:
3/16 2
3/16 2
3/16
1.STEEL BEAM, SEE PLAN
2. STEEL COLUMN, SEE PLAN
3.WOOD STUD WALL, SEE PLAN
4.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
5.WALL SHEATHING AS OCCURS, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7. CONT 2x BLOCKING W/ A35 CLIP AT 16"
O.C.
8.ROOF SHEATHING, SEE PLAN
9. BOUNDARY NAILING, SEE PLAN
10.#10 SELF TAPPING SCREWS AT 4" O.C.
11.BRICK VENEER PER ARCH, ATTACH PER
GSN
12.SOFFIT PER ARCH
A.COORDINATE ROOF VENTILATION
B. FASCIA PER ARCHITECTURAL DETAILS
1
1
3
4
6
7
5
8
9
2'-0"
MAX
11
12
11
12
2
10
N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:36 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS4.1
23-038 BEEHIVE FCU-NORTH REXBURGROOF FRAMING DETAILS02/23/2023
AV
SCALE: NTS217STEEL BEAM AT STEEL COLUMN
SCALE: NTS218STEEL COLUMN AT WOOD WALL
SCALE: NTS220WOOD JOIST AT WOOD BEAM
SCALE: NTS221WOOD JOIST AT STEEL BEAM
SCALE: NTS222STEEL BEAM AT STEEL COLUMN
SCALE: NTS224WOOD TRUSS AT WOOD STUD WALL
SCALE: NTS225WOOD JOIST AT STEEL BEAM
SCALE: NTS219STEEL BEAM AT STEEL COLUMN
SCALE: NTS223STEEL BEAM AT STEEL COLUMN
SCALE: NTS226WOOD WALL AT WOOD BEAM
SCALE: NTS227STEEL COLUMN AT WOOD STUD WALL
KEYNOTES:
1/4
1/4
1/4
1/4
3/16
1/4
1/4 1. STEEL COLUMN, SEE PLAN
2.WOOD BEAM, SEE PLAN
3.WOOD STUD WALL, SEE PLAN
4. 2x NAILER, SEE PLAN KEYNOTES
5.3/8" x 6" x 0'-6" STEEL PLATE
6.1/2" x 3" x 0'-6" STEEL PLATE
7.1/4" x 4" x 0'-5" STEEL PLATE W/ (1) 1/4" DIA
x 2 1/2" LONG SDS SCREW EACH FACE
8.1 1/2" LONG SLOTTED HOLE
9.SIMPSON DTT2Z-SDS2.5 W/ 1/2" DIA
ANCHOR ROD
1
2 6
5
7
82"11_
2"
3
9
4
PLAN
A
A
KEYNOTES:
3/16
3/16
3/16
3/16
1/4
1.STEEL COLUMN, SEE PLAN
2. STEEL BEAM, SEE PLAN
3.L2x2x3/16 x 0'-3" (LLV) STEEL ANGLE
4.1/4"x2"x0'-3" STEEL PLATE
1
3
4
2
2
1
4
4
2
SECTION
PLAN
B
A
A
B
KEYNOTES:
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
3/16
1. STEEL COLUMN, SEE PLAN
2. STEEL BEAM, SEE PLAN
3.1/4" x 2" x 2" x 0'-3" STEEL PLATE
4. 1/4" x 2" x 0'-3" STEEL PLATE
5.L2x2x3/16x0'-4" TOP AND BOTTOM
6.3/16" x 6" x 0'-10" STEEL PLATE
7.3/16" x 1 1/2" x 0'-10" STEEL PLATE
8. FASCIA PER ARCH
1
1
2
1_
2"
GAP
6
55
7
8
5
1_
2"
GAP
2
5 1'-0" 11"
8
2
2
6
7
2
4
1
4
2
3
1_
2"
GAP
SEE ARCH
8
2
5
5
KEYNOTES:
1. STEEL BEAM, SEE PLAN
2.ROOF JOIST, SEE PLAN
3.ROOF SHEATHING, SEE PLAN
4. 2x4 SHAPED BLOCKING BETWEEN EACH
JOIST
5. BOUNDARY NAILING, SEE PLAN
6. WINDOW SYSTEM, SEE ARCH
1
6
3
5
2"4
2
KEYNOTES:
1.STEEL BEAM, SEE PLAN
2. ROOF JOIST, SEE PLAN
3.WOOD STUD WALL, SEE PLAN
4.2x6 W/ SIMPSON TB1475S SCREWS AT 12"
O.C.
5.WALL SHEATHING AS OCCURS, SEE PLAN
6. WALL SHEATHING ON INTERIOR SIDE
WALL WHERE OCCURS PER ARCH
7.ROOF SHEATHING, SEE PLAN
8. CONT BEVELED 2x8 LEDGER W/ SIMPSON
TB1475S SCREWS AT 12" O.C.
9. CONT BEVELED 2x W/ 16d NAILS AT 6" O.C.
10. BOUNDARY NAILING, SEE PLAN
11.BRICK VENEER PER ARCH, ATTACH PER
GSN
12.SHAPED 2x W/ SIMPSON TB1475S
SCREWS AT 24" O.C.
13.SOFFIT PER ARCH
14.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10
1
7
2
12
8
9
4
1111
6
5
3
13
10
14
KEYNOTES:
3/16
3/16
3/16
3/16
1.STEEL COLUMN, SEE PLAN
2. STEEL BEAM, SEE PLAN
3.1/2" x 6" x 0'-6" STEEL CAP PLATE
4.2x NAILER, SEE PLAN KEYNOTES
5. BOUNDARY NAILING, SEE PLAN
6.CONT 1x BLOCKING
7.#10 SELF TAPPING SCREWS AT 4" O.C.
2
1
3 2
4
3
576
KEYNOTES:
1.STEEL BEAM, SEE PLAN
2.ROOF JOIST W/ HANGER, SEE PLAN
3. ROOF SHEATHING, SEE PLAN
4.CONT 2x8 W/ (1) SIMPSON TB1475S
SCREWS AT 12" O.C.
5.BOUNDARY NAILING, SEE PLAN
6.WEB STIFFENER PER TYPICAL DETAIL
7.2x BLOCKING W/ (3) 16d NAILS BETWEEN
EACH JOIST
8.WINDOW SYSTEM, SEE ARCH
3
8
1
6
2
5
7
5
44
SECTIONA
A
KEYNOTES:
1/4
1/4
1/4
1/4TYP
1/4
1/4
1WEST FACE 1.STEEL COLUMN, SEE PLAN
2. WOOD BEAM, SEE PLAN
3.3/8" x 6" x 1'-0" STEEL PLATE
4.1/2" x 3" x 0'-6" STEEL PLATE
5.1/4" x 4" x 0'-11" STEEL PLATE W/ (2) 1/4"
DIA x 2 1/2" LONG SDS SCREWS EACH
FACE6. 1 1/2" LONG SLOTTED HOLE
1
24
3
5
6
2
4
5
3
2"4"11_
2"
5
PER
AISC 1 1/2"
TYP BEAMGAGESECTION
A
A
KEYNOTES:
NOTES:
3/16
3/16
3/16
1. STEEL BEAM, SEE PLAN
2.1/4" THICK STEEL WEB STIFFENER, EACH
SIDE OF BEAM
3. 3/4" THICK STEEL CAP PLATE W/ (4) 3/4"
DIA THRU BOLTS
4.STEEL COLUMN, SEE PLAN
5.WOOD TRUSS W/ HANGER BY TRUSS
MANUFACTURE
6.CONT 4x W/ 5/8" DIA THREADED STUDS W/
WASHER AT 32" O.C. (COUNTER SINK AS
REQUIRED)
7.2x4 W/ (3) 16d NAILS
8. A34 CLIP W/ #10 SCREWS TO STEEL
9. ROOF SHEATHING
10.BOUNDARY NAILING, SEE PLAN
9
A.SEE CORRESPONDING DETAILS FOR
ADDITIONAL INFORMATION
B. AT CONTRACTOR'S OPTION BEAM MAY BE
WELDED TO CAP PLATE W/ 3/16" FILLETS
EACH SIDE
5
7
7
1
2
3
4
6
8
8
1010
6
9
1
5 5
7 8
2
4
PER
AISC 1 1/2"
TYP BEAMGAGESECTION
A
A
KEYNOTES:
NOTES:
3/16
3/16
3/16
1.STEEL BEAM, SEE PLAN
2. 1/4" THICK STEEL WEB STIFFENER, EACH
SIDE OF BEAM
3. 3/4" THICK STEEL CAP PLATE W/ (4) 3/4"
DIA THRU BOLTS
4. STEEL COLUMN, SEE PLAN
5.WOOD TRUSS W/ CLIP, SEE PLAN
6.CONT 4x W/ 5/8" DIA THREADED STUDS W/
WASHER AT 32" O.C. (COUNTER SINK AS
REQUIRED)
7.2x4 W/ (3) 16d NAILS
8. A34 CLIP W/ #10 SCREWS TO STEEL
9.2x4 FRAMING SISTERED TO TRUSS TOP
AND BOTTOM CHORD W/ (2) 16d NAILS AT
24" O.C.
10. 2x8 FRAMING SISTERED TO 2x4 FRAMING
W/ (3) 16d NAILS AT 24" O.C.
11.CONT 2x8 W/ (2) 16d NAILS AT 24" O.C.
12.ROOF SHEATHING, SEE PLAN
13. BOUNDARY NAILING, SEE PLAN
14.TYPE 5 WALL SHEATHING AS OCCURS,
SEE SHEARWALL SCHEDULE
15. EDGE NAILING, SEE SHEARWALL
SCHEDULE
16. 2x BLOCKING W/ A35 CLIP BETWEEN EACH
TRUSS
17. CONT 2x4 PLATE W/ (1) #10 x 3 1/2 WOOD
SCREW AT 24" O.C.
11
14
12
9
10
A. SEE CORRESPONDING DETAILS FOR
ADDITIONAL INFORMATION
B.AT CONTRACTOR'S OPTION BEAM MAY BE
WELDED TO CAP PLATE W/ 3/16" FILLETS
EACH SIDE
5
15
15
13
15
7
7
1
2
3
4
6
8 8
14
1312 16
4
8
1
2
6
5
7
17
17
N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:36 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS4.2
23-038 BEEHIVE FCU-NORTH REXBURGROOF FRAMING DETAILS02/23/2023
AV
SCALE: NTS228STEEL COLUMN AT WOOD STUD WALL
SCALE: NTS229STEEL BEAM AT STEEL COLUMN
SCALE: NTS230STEEL BEAM AT STEEL COLUMN
SCALE: NTS231WOOD JOIST AT STEEL BEAM
SCALE: NTS232WOOD JOIST AT STEEL BEAM
SCALE: NTS233STEEL BEAM AT STEEL COLUMN
SCALE: NTS234WOOD JOIST AT WINDOW SYSTEM
SCALE: NTS235WOOD BEAM AT STEEL COLUMN
SCALE: NTS236WOOD TRUSS AT STEEL BEAM
SCALE: NTS237WOOD TRUSS AT STEEL BEAM
SECTION
A
A
KEYNOTES:
1.WOOD TRUSS W/ INTEGRAL OVERHANG
FRAMING W/ CLIP, SEE PLAN
2. STEEL BEAM, SEE PLAN
3.CONT 4x W/ 5/8" DIA THREADED STUDS W/
WASHER AT 32" O.C. (COUNTERSINK AS
REQUIRED)
4.TYPE 5 WALL SHEATHING AS OCCURS,
SEE SHEARWALL SCHEDULE
5.ROOF SHEATHING, SEE PLAN
6.2x BLOCKING W/ A35 CLIP BETWEEN EACH
TRUSS
7.BOUNDARY NAILING, SEE PLAN
8. 2x4 FRAMING SISTERED TO TRUSS TOP
AND BOTTOM CHORD W/ (2) 16d NAILS AT
24" O.C.
9. 2x8 FRAMING SISTERED TO 2x4 FRAMING
W/ (3) 16d NAILS AT 24" O.C.
10. CONT 2x8 W/ (2) 16d NAILS AT 24" O.C.
11.CONT 2x4 PLATE W/ (1) #10 x 3 1/2 WOOD
SCREWS AT 24" O.C.
12.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10
4
8
9
12
12
12
4
75 6
2
3
7
11
10
1
11
9
1'-0"MAX7
1
8
5
KEYNOTES:
1. WOOD TRUSS W/ HANGER BY TRUSS
MANUFACTURE
2. STEEL BEAM, SEE PLAN
3. CONT 4x W/ 5/8" DIA THREADED STUDS W/
WASHER AT 32' O.C. (COUNTERSINK AS
REQUIRED)
4.ROOF SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
55
3
4
2
1 1
KEYNOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2. WOOD STUD WALL, SEE PLAN
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.ROOF SHEATHING, SEE PLAN
6. EDGE NAILING, SEE SHEARWALL
SCHEDULE
7.FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS W/ A35 CLIP
8.A35 CLIP AT 24" O.C.
9. BOUNDARY NAILING, SEE PLAN
10.CONT 2x BOTTOM PLATE W/
ATTACHMENT, SEE SHEARWALL
SCHEDULE11. L6x4x5/16 (LLV) STEEL GALVANIZED
ANGLE W/ (2) 1/4" DIA x 4 1/2" LONG
STAINLESS SDS SCREWS AT EACH STUD
12. BRICK VENEER PER ARCH, ATTACH PER
GSN
13. HORIZONTAL STRAP AS OCCURS, SEE
PLAN
8
511_2"3"6
1242
6
11
12
4
2
1
7
3 13
9
10
N
O
TF
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
U
R
P
O
S
E
S
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:DBP
4/5/2023 9:25:36 AM Autodesk Docs://23-038_Beehive Federal Credit Union Rexburg/IF23-038_Beehive Federal Credit Union Rexburg.rvtS4.3
23-038 BEEHIVE FCU-NORTH REXBURGROOF FRAMING DETAILS02/23/2023
AV
SCALE: NTS238WOOD TRUSS AT STEEL BEAM
SCALE: NTS239WOOD TRUSS AT STEEL BEAM
SCALE: NTS240WOOD TRUSS AT WOOD STUD WALL
MMECHANICAL LEGENDSLSUPPLY AIRREFRIGERANT LIQUID LINEREFRIGERANT SUCTION LINEELECTRONIC THERMOSTATEQUIPMENT SYMBOLPLAN NOTEABOVE FINISHED FLOOROUTSIDE AIRRETURN AIRFC1TAFF1SAOARAINSULATED FLEXIBLE DUCT(SUPPLY AIR)CEILING DIFFUSERROUND BRANCH DUCTWITH HAND DAMPERRECTANGULAR SUPPLY ANDRETURN AIR DUCT TAKE-OFFTURNING VANESDUCT TRANSITIONHAND DAMPERHDDESCRIPTIONSYMBOLSYMBOL DESCRIPTIONFURNACESIDEWALL REGISTER(RETURN AIR)LOW SIDEWALL GRILLECONDENSING UNITPIPE DROPPIPE RISEMOTORIZED DAMPEREXHAUST FANCEILING MOUNTEDELECTRIC WALL HEATERRETURN AIR GRILLERISE 20" DIA. RETURN DUCTUP THRU FLOOR AND CONNECTTO RETURN AIR PLENUM ABOVE.TYPICAL SHEET METAL BOOT UP TO FLOOR GRILLE. REFER TO DETAIL K/M2.1 FORTYIPCAL INSTALLATION.REFER TO DETAIL K/M2.1 FOR TYPICAL UNDERFLOOR DUCT INSTALLATIONREFER TO DETAIL K/M2.1 FOR TYPICAL UNDERFLOOR DUCT INSTALLATIONTYPICAL SHEET METAL BOOT UP TO FLOOR GRILLE. REFER TO DETAIL K/M2.1 FORTYIPCAL INSTALLATION.10"ø20"ø20"ø10"ø10"ø10"ø10"ø10"ø10"ø14"øAABBCCDDEE66554433221110"ø10"øEngineeredSystemsAssociatesPHONE:1355 EAST CENTERPOCATELLO, IDAHO 83201ESA JOB NUMBER:FAX:(208) 233-0529(208) 233-0501EMAIL:esa@engsystems.com23005G D AHSP-18184TA DIAVDSDTEOL.IHNAFSREPROFNESGIEERTAISONLE NEOI REEN 3/14/2023PROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:3/24/2023 10:30:04 AM 23005 BEEHIVE FCU (M&P)_detached.rvtM1.019035BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.MECHANICAL FOUNDATION PLANFebruary 2023A NEW BUILDING FOR:REXBURG, IDAHO 83440M JENSEND HANSENSCALE:1/4" = 1'-0"MECHANICAL FOUNDATION PLAN
CD-1300CD-2300CD-2300CD-2300CD-3100CD-3150CD-3150EH1FG-1FG-1FG-1FG-1FG-1FG-1TTYPICAL FLOOR GRILLE WITH BOOT THRU FLOOR. REFER TO DETAIL K/M2.1 FOR TYPICAL INSTALLATION.HDHDHDHDHDHDHDTRG-1RG-1(2)RG-1RG-3(4)RG-1RG-1RG-2SR-1400SR-1300SR-1300DROP 12x3 (UNLINED) DUCT DOWN IN WALL TO GRILLE LOCATED 6" ABOVE FLOOR. (TYPICAL OF 8.) REFER TO DETAIL A/M3.1 FOR TYPICAL INSTALLATION.MOUNT CENTER OF REGISTER AT 10'-2" ABOVE FLOOR. (TYP. OF ALL SIDEWALL REGISTERS.SR-1200SR-1200CD-4150EF3IN TOE SPACEEXTEND (2) 12x3 DUCTS INTO TOE SPACEEF1EF2RISE 8" Dia. DUCT UP THRU ROOF WITH ROOF CAP. (TYPICAL OF ALL EXHAUST FANS.)EF4OL-1INSTALL 14" HIGH RETURN AIR PLENUM BELOW FURNACES. CUT FULL SIZE OPENING FOR FURNACES AND RETURN AIR AND OUTSIDE AIR DUCT. REFER TO DETAIL B/M2.1.F1F2CU1CU2RISE (2) 3" Dia. VENTS UP FROM EACH FURNACE AND EXTEND THRU ROOF WITH CONCENTRIC VENT KIT. REFER TO DETAIL F/M2.1 FOR TYPICAL VENT INSTALLATION.PROVIDE 1" THICK NEOPRENE PADS UNDER CONDENSING UNITS AT EACH CORNERCOVER EXPOSED REFRIGERANT LINES WITH PRE-FINISHED SHEET METAL COVER. REFER TO DETAIL B/M3.1.11342255FG-155667666CD-415010"x12"12"x8"10"x16"16"x8"16"x8"16"x8"10"x18"12"x18"12"x8"18"x10"18"x12"18"x14"18"x14"18"x14"18"x10"18"x10"24"x12"24"x12"24"x12"8"ø8"ø12"x6"10"ø10"ø6"ø6"ø18"x12"SR-120012"x10"12"x8"CCCCAABBCCDDEE665432113.51.54.812"x6"16"x8"8"øF-2F-1HDHDHDHDHDHDHDHDFC1A8VESTIBULE101MANAGER103MAIN LOBBY102OFFICE 3115OFFICE 2113MAIN LOBBY102OFFICE 1104DRIVE-THRU106BREAK107HALLWAY108TOILET118TOILET117I.T.116JAN./STOR.112MECH.111FC1BEngineeredSystemsAssociatesPHONE:1355 EAST CENTERPOCATELLO, IDAHO 83201ESA JOB NUMBER:FAX:(208) 233-0529(208) 233-0501EMAIL:esa@engsystems.com23005G D AHSP-18184TA DIAVDSDTEOL.IHNAFSREPROFNESGIEERTAISONLE NEOI REEN 3/14/2023PROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:3/24/2023 10:30:05 AM 23005 BEEHIVE FCU (M&P)_detached.rvtM1.119035BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.MECHANICAL FLOOR PLANFebruary 2023A NEW BUILDING FOR:REXBURG, IDAHO 83440M JENSEND SUDWEEKSSCALE:1/4" = 1'-0"MECHANICAL FLOOR PLANPLAN NOTES:1PROVIDE AND INSTALL GAS FIRED FURNACE AS SPECIFIED. MOUNT FURNACE ON TOP OF 14" HIGH RETURN AIR PLENUM. (REFER TO DETAIL B/M2.1.) MOUNT DX COOLING COIL ON TOP OF FURNACE AND RISE DUCTWORK UP TO ABOVE CEILINGS. EACH FURNACE TO BE COMPLETE WITH (2) 3" Dia. VENTS UP THRU ROOF. EXTEND VENTS THRU ROOF WITH CONCETRIC TYPE FITTING. (REFER TO DETAIL F/M2.1.) CONNECT 3/4" GAS LINE TO EACH FURNACE WITH SHUT-OFF VALVE AND FLEXIBLE HOSE. (REFER TO DETAIL E/P2.1.) COORDINATE FURNACE LOCATIONS WITH DUCTWORK RISING UP THRU FLOOR. PROVIDE SHEET METAL DIVIDER IN PLENUM BASE TO SEPARATE EACH FURNACE SYSTEM.PROVIDE AND INSTALL CONDENSING UNITS SPECIFIED. MOUNT UNITS IN MECHANICAL COMPOUND WITH 1" THICK NEOPRENE PADS UNDER EACH CORNER. RUN REFRIGERANT LINE AT GRADE LEVE AND COVER WITH SHEET METAL COVER. REFER TO DETAILS B/M3.1 AND C/M3.1 FOR TYPICAL REFRIGERANT PIPING INSTALLATION AND CONNECTION.PROVIDE AND INSTALL OUTSIDE AIR LOUVER AS SPECIFIED. MOUNT AS HIGH AS POSSIBLE AND EXTEND FULL SIZED SLEEVE THRU WALL AND ABOVE RETURN AIR PLENUM.CONNECT (2) 10x6 OUTSIDE AIR DUCTS TO BOTTOM OF 18x12 LOUVER SLEEVE. DROP EACH 10x6 DUCT DOWN AND CONNECT TO RETURN AIR PLENUM OF RESPECTIVE FURNACE SYSTEM. PROVIDE MOTORIZED DAMPER, MANUAL BALANCING DAMPER AND DUCT ACCESS DOOR IN EACH DUCT. BALANCE MANUAL DAMPER TO CFM AS INDICATED ON FURNACE SCHEDULE. REFER TO DETAIL D/M2.1 FOR TYPICAL DAMPER INSTALLATION.PROVIDE AND INSTALL CEILING MOUNTED EXHAUST FAN AS SPECIFIED. RUN 8" Dia. DUCT UP THRU ROOF WITH ROOF CAP. ALL ROOF CAPS ARE TO BE LOCATED IN LOWER ROOF SECTION. REFER TO DETAIL J/M2.1 FOR TYPICAL INSTALLATION.MOUNT RETURN AIR GRILLE AT 6" ABOVE FLOOR AND RISE 12x3 UNLINED RETURN DUCT UP IN WALL CAVITY. REFER TO DETEAIL A/M3.1 FOR TYPICAL INSTALLATION.MOUNT RETURN AIR GRILLE AS SPECIFIED IN TOE SPACE OF MILLWORK. LEAVE OPEN TO BOTTOM OF MILLWORK. DROP 12x3 RETURN DUCTS DOWN IN WALL AS SHOWN AND ALSO EXTEND INTO SPACE BELOW MILLWORK.MOUNT INDOOR FAN COIL UNIT ON WALL AT 8'-0" ABOVE FLOOR. RUN REFRIGERANT LINES THRU BUILDING AS SHOWN. PIPING TO EXIT BUILDING AT GRADE LEVEL TO CROSS MECHANICAL ENCLOSURE.345678
LNO SCALEAIRFLOWAIR BRANCHDUCT (TYPICAL)USE DAMPER WHENINDICATED ON FLOOR PLANNOTE: L=1/4 W (4"MINIMUM)MAIN AIR DUCT45°WANGLES ON ALL 4 SIDES.WELDED CONSTRUCTION W/STAND BELOW FURNACE.1-1/2"x3/16" ANGLE IRONEQUIPMENT FURNISHED.SIZE FRAME TO MATCHFURNACE INLET.PLENUM TO MATCHTOP PANEL OFCUT OPENING IN8x8 ACCESS DOOR14" HIGH RETURN AIR PLENUMAN AIRTIGHT SEAL (TYPICAL).EDGES OF PLENUM TO PROVIDEAROUND FURNACE AND AT ALLPROVIDE SILICONE SEALANTFURNACE.ANGLE STAND BELOWANGLE SUPPORTS ANDINSIDE EXCEPT ATTHICK DUCT LINER ONMETAL PLENUM WITH 1"20 GAUGE GALV. IRONCONSTRUCTION.OF PLENUM WITH WELDEDFRAME ON ALL 4 SIDES1-1/2"x3/16" ANGLE IRONNO SCALEREINFORCINGMENDEDGAGE2426DRIVERECOM-SLIPNO SCALE19 - 3013 - 18UP THRU 12LONGESTINCHESSIDE,DIMENSIONNONE REQUIRED26NONE REQUIRED1"x1"x1/8" @ 60 IN2424(ALLFOURSIDES)OFGAGEMETALSHEETBETWEENINTERMEDIATEREINFORCINGJOINTS &/ORTRANSVERSEANGLE SIZESPACINGLONGITUDINALAND MAXIMUM2"2"26MAX.12" OC2424-S SLIPRECOM-MENDEDGAGEHEMMED1"TRANSVERSE REINFORCING (1)MINIMUMAT JOINTS(1) TRANSVERSE REINFORCING SIZE IS DETERMINED BYDIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.GRIP NAILS SHALL BE INSTALLEDBY GRIPNAIL AIR HAMMER OR BYAUTOMATIC FASTENER EQUIP.METAL FASTENERS - OMARK INSULPINS,DURO DYNE FASTENERS OR GRIPNAILS.STRAPS TO BETIGHT AGAINSTDUCTWORKHANG DUCTS UP TO 30"WIDTH WITH 1" x 18 GAGESTRAPS AT 10'-0"MAXIMUM SPACING.SELF-TAPPING CADMIUMPLATED HEX HEAD SHEETMETAL SCREWNO POP RIVETS ALLOWEDHANGER STRAPSSHEET METAL DUCTNOT MORE THAN 2"FROM EDGE OF LINERALL ENDS OF LINER TO BECOATED WITH ADHESIVE.SEE SPECIFICATIONS.1" THICK DUCTLINERTOP AND BOTTOMSECTION OF LINERSHALL OVERLAPTHE SIDESENDS OF LINER SHALL BEBUTTED FIRMLY TOGETHERLINER TO BE ADHERED TODUCT W/100% ADHESIVESEE SPECIFICATIONS.NO SCALEDUCTSUPPORT1" ACOUSTICAL DUCTLINER ON INTERIOROF DUCT.24" MAX TOFIRST SUPPORTRIGID SPIN-IN FITTINGHAND DAMPERHANDLEROUND RIGID DUCT.WING NUTRECTANGULARSUPPLY DUCTGLUE FLEX DUCT TO FITTING,CLAMP DOWN WITH STRAP ANDSCREW SOLID TO RIGID FITTINGATTACH TO RIGID DUCTWITH DRAW BANDOPPOSED BLADEDAMPER WHERESPECIFIEDLAY-IN DIFFUSERLAY-IN CEILINGROUND TOSQUARETRANSITIONGLUE FLEX DUCT TOADAPTER & CLAMPDOWN WITH STRAP.ROUND FLEXIBLE SUPPLYDUCT TO CEILING DIFFUSER8'-0" MAX. LENGTH24" MAX TOFIRST SUPPORTDUCT SUPPORTEXTERNAL DUCT INSULATIONON ALL ROUND RIGIDDUCT- WORK AND FITTINGS.NO SCALE6"6"4" MIN. PEA GRAVEL OR SAND. FILL MATERIALSHOULD BE HAND TAMPED, RODDED OR LIGHTLYCOMPACTED DURING INSTALLATION. CARE SHOULDBE TAKEN DURING THIS PROCEDURE NOT TO DEFORMOR OTHERWISE DAMAGE THE DUCT.TAKE-OFF MAY BE MADE TOPTANGENT OR BOTTOMTANGENTTAPE ALL AROUNDJOINT AS PERSPECIFICATIONS.GALVANIZED SHEET METALSLEEVE INSIDE OF DUCTCOMPACTED EARTHUNDERFLOOR AIRDUCT 90° TEE FITTING4" MIN.3-1/2" MIN.CONCRETEFLOORCONCRETE AROUND ENTIRE BOOT1-1/2" BOOT FLANGETAPE ALL AROUND JOINT, TO BE AS PER SPECIFICATIONSAIR DUCTANCHOR BOOT FLANGE TO BOOT W/ SHEET METAL SCREWS20 GA. GALVANIZED SHEET METAL BOOTRETURNAIR1/2" BOOTLINERBOOT1/2" BOOTLINERBY MECH.CONT.2" INSULATIONBY GEN. CONT.4" MIN.NO SCALEAPPROX. 6"SCREW SLEEVE SECURELYTO 2x4 BRACING. SCREWHEAD TO BE INSTALLEDINSIDE OF SLEEVE(TYPICAL OF 4)ROOFFLASHINGACCUMULATION18" MINIMUM ABOVEAVERAGE SNOWINTAKEEXHAUSTCLAMPSHEET METAL STRAP20 GA GALVANIZEDSLEEVE. ALLOWPIPING TO MOVE20 GA GALVANIZEDFREELY THRU SLEEVEINTAKEEXHAUSTNO SCALETO MAIN RA DUCTMANUAL OUTSIDE AIR DAMPER.BALANCE OUTSIDE AIR ASINDICATED ON LARGE SCALE FLOORPLANS OR SCHEDULE.MOTORIZEDOUTSIDE AIRDAMPER.OA FROM LOUVER6x6 DUCTACCESS DOORLNO SCALEAIRFLOWMAIN AIR DUCTNOTE: L=1/4 W (4"MINIMUM)SIDEWALL GRILLEW45°NO SCALE2' - 0" MAXIMUMFOOT OF SUPPORTSPACING.MAX. SAG 1/2" PERBAND CLAMP1"x18 GAGESECURE TOSTRUCTURE.ROOF (SEE ARCH. DWGS)AND SEAL WATERTIGHTFLASH INTO SHINGLESROOF CAP(SLOPED ROOF)6" Dia. EXHAUST DUCTDAMPERBACK-DRAFTCEILING GRILLECEILINGEXHAUST FANFAN ASSEMBLYCABINETINSULATEDNO SCALEDAMPERBACK-DRAFTMANUAL BALANCING DAMPERRECTANGULAR DUCT CONNECTION DETAILARETURN AIR PLENUM DETAILBDUCT CONSTRUCTION AND HANGER DETAILCCEILING DIFFUSER DETAIL WITH FLEXIBLE DUCTGUNDERFLOOR DUCT & BOOT CONNECTION DETAILNOTEKCONCENTRIC VENT TERMINATION DETAILFTYPICAL OUTSIDE AIR DUCT DETAILDSIDEWALL GRILLE CONNECTION DETAILEFLEXIBLE DUCT SUPPORT DETAILHCEILING MOUNTED EXHAUST FAN DETAILJCUT OPENING IN TOP OR BOTTOMOF PANEL FOR RETURN / OUTSIDEAIR DUCT AS REQUIRED.EngineeredSystemsAssociatesPHONE:1355 EAST CENTERPOCATELLO, IDAHO 83201ESA JOB NUMBER:FAX:(208) 233-0529(208) 233-0501EMAIL:esa@engsystems.com23005G D AHSP-18184TA DIAVDSDTEOL.IHNAFSREPROFNESGIEERTAISONLE NEOI REEN 3/14/2023PROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:3/24/2023 10:30:05 AM 23005 BEEHIVE FCU (M&P)_detached.rvtM2.119035BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.MECHANICAL DETAILSFebruary 2023A NEW BUILDING FOR:REXBURG, IDAHO 83440M JENSEND SUDWEEKS
FAN COIL SPLIT SYSTEM A/C UNIT SCHEDULEPROVIDE MITERED CONNECTION.CEILINGFLOOR6"12" x 3" UNLINEDDUCT IN WALL CAVITYMAIN RETURN DUCTABOVE CEILING WITH 1"ACOUSTICAL LINER.TYPICAL RETURN AIR GRILLERETURN AIR GRILLE DETAILAREFRIG. PIPING SUPPORT AT WALLBREFRIGERANT PIPING DIAGRAMCMIN-SPLIT SYTEM REFRIGERANT PIPING DIAGRAMDNO SCALENOTE:INSULATIONBRICK COLOR (TYP)PAINT ANGLE SUPPORTSTO MATCH BLDG. FACESEAL WALLPENETRATIONSBUILDING WALLWATER TIGHT.SUCTION LINES SHOWN.LIQUID LINE SIMILAR.SUCTION LINE AGAINSTCLAMP ASSEMBLY.BUTT INSULATION OFOR EQUAL.1-5/8" P-3300 "UNISTRUT" 6" x 4" x 1/4" ANCHORED TOSTRUCTURE WITH 1/2" x 5-1/2"NO SCALESIDES (TYPICAL).OR EQUAL. WELD BOTHEXPANSION BOLTSBY THE ENGINEER26 GA. PRE-FINISHED SHEET METALCOVER. COLOR TO BE SELECTED"CUSH-A-CLAMP"WITH "HYDRA-ZORB",PIPING TO SUPPORTSSECURE REFRIGERANTMETAL COVER18 GA. GALV.WEATHERTIGHTCAULK ALL AROUND3/4" CD TO FLOOR DRAINFILTERDRYERNO SCALESIGHT GLASSWALL ANCHOREXPANSION VALVELUNITCONDENSINGAT RISE AND 8'-0"MAXIMUM SPACINGPIPE SUPPORTAT DROPSSLPIPE SUPPORTFURNACECOIL SECTIONCORNER OF UNITPADS AT EACHISOLATION PADSNO SCALECONDENSING UNIT SCHEDULEELECTRIC HEATER SCHEDULEEXHAUST FAN SCHEDULEFURNACE SCHEDULEGRILLE AND REGISTER SCHEDULEWEIGHT200#240/60/148,0001CU95°F 28.9CHAR.SYM. BTUEAT MCAREMARKS240#240/60/160,0002CU95°F 34.6EH1SYM.TYPESEMI-RESSED WALL MOUNTED 6824MBH2.0KW208/240V - 1 PHCHARCONTROLINTEGRALREMARKSS.P.E.1EFSYM.TYPECEILING MOUNTEDC.F.M.200CONTROLCHAR.WATTS127.25" 120/60/1R.P.M.740 WITH LIGHTSREMARKS2EFCEILING MOUNTED200 127.25" 120/60/1 740 WITH LIGHTS0.A.CFMUP-FLOW1FSYM.TYPE1600 400DESIGNCFMREMARKSCHAR.H.P.1.75"SPE120/06/1A.G.A.88,000INPUT85,000OUTPUTVENTLAT65°F 110°FEAT1/2"SUP(2) 3" Dia. NAT.GASTYPEUP-FLOW2F1900 300 1.75" 120/60/1 110,000 106,000 65°F' 109°F 1/2" (2) 3" Dia.NAT.THROWCD-1SYM.9 x 9SIZEBRANCHCONSTR.50-200CFMSTEELFINISHWHITE 8" Dia.DUCTNOF.D.NOO.B.REMARKSCD-212 x 12 150-400 STEEL WHITE 10" Dia. NO NOCD-39 x 9 50-200 STEEL WHITE 8" Dia. NO NORG-112 x 6 50-150 STEEL WHITE 12 x 3 NO NORG-212 x 12 200-400 STEEL WHITE 12 x 8 NO NOFG-124 x 6 200-350 ALUM ANODIZED 24 x 6 NO NOSR-112 x 8 300 STEEL WHITE 12 x 8 NO NOCD-4STEEL WHITE NO NOOL-118 x 12 600 ALUM ANODIZED 18 x 10 NO NO3EFCEILING MOUNTED 200 127.25" 120/60/1 740 WALL SWITCH4EFCEILING MOUNTED 100 87.25" 120/60/1 640 WALL SWITCHRG-32 x 10 100-120 STEEL WHITE --- NO NOPRICE MODEL SMD IN 24x24 LAY-IN MODULEPRICE MODEL SMD IN 24x24 LAY-IN MODULEPRICE MODEL SMD WITH BEVELED FRAMEPRICE MODEL SMD WITH BEVELED FRAMEPRICE MODEL 520L. MOUNT AT 11'-0" ABOVE FLOORPRICE MODEL 535. MOUNT AT 6" ABOVE FLOORPRICE MODEL 535TOE SPACE GRILLEPRICE MODEL LBPH-25C WITH HEAVY-DUTYFLANGED BORDER AND 24x6 BOOTAMERICAN WARMING LE-31 WITHDRAINABLE BLADES AND BIRD SCREENLENNOX EL195UH090P48C WITH FULLY CASED,MATCHING DX COOLING COIL.LENNOX EL195UH110P60D WITH FULLY CASED,MATCHING DX COOLING COIL.TWIN CITY MODEL T200 WITH BACK-DRAFTDAMPER AND 8" Dia. DUCT UP TO ROOF CAP.TWIN CITY MODEL T200 WITH BACK-DRAFTDAMPER AND 8" Dia. DUCT UP TO ROOF CAP.TWIN CITY MODEL T200 WITH BACK-DRAFTDAMPER AND 8" Dia. DUCT UP TO ROOF CAP.TWIN CITY MODEL T100 WITH BACK-DRAFTDAMPER AND 4" Dia. DUCT UP TO ROOF CAP.QMARK MODEL AWH4404 WITH AWH-S-1 WALL MOUNTING FRAMELENNOX ACX-048 WITH LOWAMBIENT 'HARD-START' KIT.LENNOX ACX-060 WITH LOWAMBIENT 'HARD-START' KIT.9 x 9 50-2008" Dia.FLOORBOLT TO CONC. PADCONCRETE ENCLOSURE BASE14" PUMP-UP PADWALLWIRING IN WALLCONDUIT AND1AFCFC1BNOTE:1'-0" MIN. CLEARANCE AROUNDUNIT. DO NOT LOCATECONDENSING UNIT BELOW DRIPEDGE OF ROOF. ADJUSTLOCATION OF UNIT ACCORDINGLY.WALL MOUNTDIGITALCONTROLLERPRE-CHARGE LINE SETS ARE AVAILABLE IN LENGTHS OF16, 20, 32 AND 49 FEET. LENGTHS ARE TO BE KEPT ASSHORT AS POSSIBLE. COILING OF LINES THAT ARE TOOLONG WILL NOT BE ACCEPTABLE AND WILL BEREPLACED AT CONTRACTOR'S EXPENSE.FC1A300-4001208/60/1MITSUBISHI MODEL PKA-A18HA718,000REFRIG. LINESLIQUIDSUCTIONFC1B18,000 15.3CHARSEERBTUSYM.MCABTUCFMSYM.OUTDOOR UNITINDOOR UNIT208/60/1CHARMITSUBISHI PUYA18NHA7 WITH LOWAMBIENT 'HARD-START' KITMANUFACTURER1/4" 1/2"20MCA8'-0" ABOVE FLOORRUN REFRIGERANT LINES ATCEILING. SEE FLOOR PLANCONNECT DRAIN LINE TOLAVATORY WITH DISHWASHERTYPE FITTING.EngineeredSystemsAssociatesPHONE:1355 EAST CENTERPOCATELLO, IDAHO 83201ESA JOB NUMBER:FAX:(208) 233-0529(208) 233-0501EMAIL:esa@engsystems.com23005G D AHSP-18184TA DIAVDSDTEOL.IHNAFSREPROFNESGIEERTAISONLE NEOI REEN 3/14/2023PROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:3/24/2023 10:30:05 AM 23005 BEEHIVE FCU (M&P)_detached.rvtM3.119035BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.EQUIPMENT SCHEDULES & DETAILSFebruary 2023A NEW BUILDING FOR:REXBURG, IDAHO 83440M JENSEND SUDWEEKS
ROOF DRAIN DETAILLOCATE ROOF DRAINS IN ROOF SUMPDRAINOVERFLOWUNDERDECKNO SCALEOVERFLOW LINERDLCLAMPSEE ARCHITECTURAL DRAWINGSROOF DRAIN3'-0"36" SQUARE LEADFLASHING UNDERSINGLE PLY ROOFMEMBRANEDECKROOFDAM2" HIGHWATERGRDLRDOPLUMBING LEGENDCDWC-1L-1FD-1JS-1DF-1WH-1TP-1RO-1RD-1WF-1RP-1HB-1S-1FIXTURE SCHEDULECOLDDESCRIPTIONSYM.HOTWASTEVENT--- 1/2" 4" 2"1-1/2"1-1/2"1/2"1/2"--- --- 2" 2"2"2"1/2"1/2"1-1/2"1-1/2"1/2"1/2"------3/4"3/4"------1/2"------3"---------3"------3"--- --- ---STAINLESS STEEL SINGLE DRINKING FOUNTAIN -ELKAY MODEL ERFP8K STAINLESS STEEL DRINKINGFOUNTAIN WITH PUSH-BUTTON CONTROL,STAINLESS STEEL WALL MOUNTING PLATE ANDRECESSED COOLER. MOUNT AT ADA HEIGHT.2" FLOOR DRAIN WITH PRIMER - ZURN Z-415B WITH5" Dia. NICKEL-BRONZE STRAINER AND 2" DEEPSEAL P-TRAP WITH ZURN 1022 TRAP PRIMERMOUNTED UNDER NEAREST LAVATORYFLOOR MOUNTED SERVICE SINK - KOHLER K-6710"WHITBY" W/ K-8940 WIRE RIM GUARD, K-8928FAUCET ASSEMBLY AND K-9142 STRAINER WITHDEEP SEAL P-TRAP.ADA WALL MOUNTED LAVATORY - KOHLER MODELK-2032 "GREENWICH" (SIZE 20x18) WITH ELKAYLK656 METERED FAUCET, K-7129A OPEN GRIDSTRAINER, 1/2" BALL STOPS AND 1-1/2" P-TRAP.INSULATE HOT WATER SUPPLY AND TRAP WITHJACKET.3" ROOF DRAIN - JAY R. SMITH MODEL 1010 WITHDOME STRAINER, UNDER DECK CLAMP AND 3" LINECONNECTION.3" OVERFLOW DRAIN - JAY R. SMITH MODEL 1080WITH DOME STRAINER, 2" HIGH WATER DAM, UNDERDECK CLAMP AND 3" LINE CONNECTION.TRAP PRIMER ZURN Z-1022XL IN-LINE PRIMER.MOUNT BELOW LAVATORY AND RUN 1/2" COLDWATER LINES BELOW FLOOR TO CORRESPONDINGFLOOR DRAIN. REFER TO DETAIL D/P2.1.ADA TANK TYPE VALVE WATER CLOSET - KOHLERK-3516 "NORTHLINE" WITH ELONGATED BOWL,K-4670C WHITE OPEN FRONT SEAT AND BOLT CAPS.WALL FLANGE - JAY R SMITH MODEL 1770 WITHROUGH-BRASS FINISH AND 3" LINE CONNECTION.MOUNT HIGH IN PARAPET.ELECTRIC WATER HEATER - A.O. SMITH MODELEJCS-40 ELECTRIC WATER HEATER WITH 4500 WATTUPPER & LOWER ELEMENTS. (240V.NON-SIMULTANEOUS) AMTROL ST-5 EXPANSIONTANK, T&P VALVE AND SYMMONS 5-200 (3/4") MIXINGVALVE.---------3/4"HOT WATER RECIRC PUMP - B&G SERICES LR-20BF'LITTLE RED' WITH 4 GPM FLOW AT 8' HEAD AND 3/4"LINE CONNECTIONS. MOUNT NEAR WATER HEATER. REFER TO DETAIL F/P2.1 FOR TYPICAL PIPECONNECTIONS--- 3/4" --- ---EXTERIOR HOSE BIBB - ZURN Z-1310 "ECOLOTROL"WITH VACUUM BREAKER AND REMOVABLE TEEHANDLE. LENGTH TO SUIT WALL THICKNESS.1-1/2"1-1/2"1/2"1/2"SINGLE COMPARTMENT SINK - ELKAY MODELLR-1918 WITH ELKAY LK100OCR FAUCET, LK-35DUO-STRAINER, 1/2" BALL STOPS AND 1-1/2" P-TRAP.CONDENSATE DRAIN LINEDOMESTIC COLD WATER PIPINGDOMESTIC HOT WATER PIPINGROOF DRAIN LEADER PIPINGPRESSURE REDUCING VALVEEQUIPMENT SYMBOLPLAN NOTEFC11GAS PIPINGVENT LINE PIPINGSOIL OR WASTE PIPINGDESCRIPTIONCLEANOUT TO GRADEWALL CLEANOUTCLEANOUTVENT THRU ROOFVENTVVTRCOTGWCOCOSYMBOLSYMBOLGATE VALVEBALL VALVEDESCRIPTIONROOF DRAIN OVERFLOW PIPINGFURNACECONDENSING UNITPIPE DROPPIPE RISEREFER TO SITE PLANFOR CONTINUATION.RISE 20" DIA. RETURN DUCT UP THRU FLOOR AND CONNECT TO RETURN AIR PLENUM ABOVE. COORDINATE WITH PIPING.1" COLD WATER SERVICE LINE TO BUILDING. REFER TO SITE PLAN FOR CONT.RISE 1" COLD WATER LINE UP AND CONNECT TO PRV STATION ABOVE. REFER TO DETAIL J/P2.1 FOR TYPICAL PIPING CONNECTIONS.REFER TO WASTE AND VENT RISER DIAGRAM A/P2.1 FOR COMPLETE PIPE SIZING AND CONNECTIONS.INVERT. ELEV 97'-0"2" V2" VS-1L-1DF-1TP-1FD-1FD-1WC-1WC-12" VFD-1JS-12" V4" COTG2" V2" W2" W2" W4" W4" W4" W2" W2" W1/2" HOT AND COLD WATER LINES (PEX) BELOW FLOOR WITH 3/4" THICK RUBBER PIPE INSULATION.RISE 1/2" HOT AND COLD WATER LINES UP IN PLUMBING CHASE ABOVE. REFER TO SHEET P1.1 FOR CONTINAUTION.GAS SERVICE LINE BY LOCAL GAS COMPANY.4" W4" W2" W2" WAABBCCDDEE665544332211RISE GAS LINE UP TO METER. SEE SHEET P1.1FD-11/2" COLD WATER LINE FROM TRAP PRIMER TO FLOOR DRAIN. REFER TO DETAIL D/P2.1 FOR TYPICAL INSTALLATION.TP-1L-11/2" COLD WATER LINE FROM TRAP PRIMER TO FLOOR DRAIN. REFER TO DETAIL D/P2.1 FOR TYPICAL INSTALLATION.EngineeredSystemsAssociatesPHONE:1355 EAST CENTERPOCATELLO, IDAHO 83201ESA JOB NUMBER:FAX:(208) 233-0529(208) 233-0501EMAIL:esa@engsystems.com23005G D AHSP-18184TA DIAVDSDTEOL.IHNAFSREPROFNESGIEERTAISONLE NEOI REEN 3/14/2023PROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:3/24/2023 10:30:06 AM 23005 BEEHIVE FCU (M&P)_detached.rvtP1.019035BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.PLUMBING FOUNDATION PLANFebruary 2023A NEW BUILDING FOR:REXBURG, IDAHO 83440M JENSEND SUDWEEKSSCALE:1/4" = 1'-0"PLUMBING FOUNDATION PLAN
S-1DF-1L-1WC-1WC-1L-1FD-1WF-1OF-1RD-1DROP 3" ROOF DRAIN LINE DOWN COLUMN TO BELOW GRADE AND EXTEND OUT TO STORM SEWER. REFER TO SITE PLAN FOR CONTINUATION. REFER TO ELECTRICAL DRAWINGS FOR HEAT TRACE IN DRAIN LINE.FD-1FD-1JS-12" VTRFD-14" VTR2" VTRRISE 1" COLD WATER SERVICE LINE UP AND CONNECT TO PRV STATION. REFER TO DETAIL J/P2.1F1F2COTGGAS METER BY LOCAL GAS COMPANY. SIZE FOR 210,000 BTU WITH 0.5 psi DISCHARGE PRESSURE. CONTRACTOR TO PROVIDE ROOF COVER AS REQUIRED BY GAS COMPANY.WH-1CU1CU2CONNECT 3/4" GAS LINE TO EACH FURNACE. REFER TO DETAIL E/P2.1 FOR TYPICAL CONNECTION.1" CW3/4" HW3/4" HW2" V2" VSEE SHEET M1.2SEE SHEET M1.21/2" CW1" CW3/4" CW3/4" HW2" W1 1/2" W& CO1" CW1/2" HW3/4" CW1 1/2" W1 1/2" W1/2" HW1/2" CWPROVIDE 1/2" CW LINE WITH SHUT-OFF VAVLE FOR FUTURE ICE MAKER CONNECTION. LOCATE PIPING AT FLOOR OF CABINET.RP-1HB-1AABBBBCCCCAABBCCDDEE665432113.51.54.8TP-1TP-1DROP 3/4" CD LINE DOWN IN WALL. CONNECT TO P-TRAP OF LAVATORY WITH 'DISHWASHER' TYPE CONNECTION.FC1A3/4"FC1BDRIVE-THRU106OFFICE 1104MANAGER103MAIN LOBBY102OFFICE 3115OFFICE 2113MAIN LOBBY102HALLWAY108BREAK107JAN./STOR.112TOILET118TOILET117I.T.116MECH.111VESTIBULE101EngineeredSystemsAssociatesPHONE:1355 EAST CENTERPOCATELLO, IDAHO 83201ESA JOB NUMBER:FAX:(208) 233-0529(208) 233-0501EMAIL:esa@engsystems.com23005G D AHSP-18184TA DIAVDSDTEOL.IHNAFSREPROFNESGIEERTAISONLE NEOI REEN 3/14/2023PROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:3/24/2023 10:30:08 AM 23005 BEEHIVE FCU (M&P)_detached.rvtP1.119035BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.PIPING FLOOR PLANFebruary 2023A NEW BUILDING FOR:REXBURG, IDAHO 83440M JENSEND SUDWEEKSSCALE:1/4" = 1'-0"PIPING FLOOR PLAN
1/2" HOT & COLD WATER LINES(PEX) BELOW FLOOR WITHRUBBER PIPE INSULATION.S-1L-1L-1WC-1WC-13/4"1/2"1"3/4"3/4"WH-1PRV STATION. REFER TODETAIL J/P2.1.SEE DETAIL F/P2.11" SERVICE LINE TOBUILDING. REFER TO SITEPLAN FOR CONT.JS-11/2"S-12" W4" WDF-1L-1L-1FD-1WC-1FD-1FD-12" W2" W2" VCO4" W4" W1-1/2" V2" V4" VTR2" V2" WCOJS-1CO2" V2" VTRWC-1COFD-12" V2" VTR4" W4" WDF-11"1/2"1"1/2"1/2"COCOCOTG2" V2" V2" V1-1/2" V1-1/2" V2" W2" W3/4"HB-13/4"VENT THRU METAL ROOF DETAILROOF PLANOF BASECWATER PIPING DIAGRAMBWASTE AND VENT RISER DIAGRAMATRAP PRIMER DETAILDGAS LINE CONNECTION DETAILEWATER HEATER PIPING DIAGRAMFDX COIL CONDENSATE DRAIN DETAILGCONDENSATE DRAIN PIPING DETAILKWATER PRESSURE REDUCING STATION DETAILJCLEAN OUT DETAILSFLOOR CLEANOUT (FCO)CLEANOUT TO GRADE (COTG) WALL CLEANOUT (WCO)HPANELMETAL ROOFBASECORROSION RESISTANTAROUND PERIPHERYSEALANT UNDER ANDBETWEEN TRUSSESFROM CEILING THRU ROOFGALVANIZED STEEL PIPEFLASHINGS SHALL BE "BUILDEX DEKTITE" OR APPROVEDFASTENERSEQUAL AS REQUIRED BY MANUFACTURER.NO SCALECLAMP STACK TOUNISTRUTNOTE:OF BASEATTACH UNISTRUTSTACKSELF-DRILLINGPANELMETAL ROOFTO PIPE SIZERUBBER CONE CUTALUMINUM BASENO SCALENO SCALENO SCALEMOUNT IN ACCESSIBLE LOCATIONCONCRETE FILLWATERPROOF MEMBRANEWHERE REQUIREDHORIZONTALRUN IN PIPE12" MIN. TOSLABSTRUCTURALBREAKING PORTSAIR GAP VACUUMFIXTURENEARESTFLOW TOFLOOR DRAINOUTLET TO P-TRAPCEMENT BEDFLOORING IF APPLICABLE1/2" PEXTRAP PRIMERBALL TYPE SHUT-OFF VALVE6" VERTICAL18" MAX.DRIP LEG SAMESIZE AS DROPNO SCALEGROUND JOINTMANUAL MAINSHUT-OFF VALVECASINGEQUIPMENTFLEXIBLE GASCONNECTOR.UNION3/4"MAIN. SEEDROP FROMPLAN FOR SIZENO SCALENO SCALE3/4" MIN. SIZE3"' MIN.1/2"NOTE:MANUFACTURED 'EZTRAP' ISACCEPTABLE.DX COOLING COILVACUUM BREAKER OPENTO ATMOSPHEREHOSE CLAMPTYPICAL3/4" I.D. CLEARFLEXIBLE HOSERUN TO DRAINSLOPE AT1/4"/FT.NO SCALESCHEDULE 40 PVCEXHAUST PIPINGSCHEDULE 40 PVCINTAKE VENT PIPINGFULLY CASEDCOOLING COILCONNECTIONSDX COOLINGCOILCOOLING COILCOND. DRAINNOTE:3/4"FURNACECONDENSATEDRAINFURNACEDO NOT RUN CONDENSATE DRAINWILL ALLOW ACCESS TO FURNACECOMPONENTS AND FILTERS.PIPING IN FRONT OF FURNACE. THISRUN TO NEARESTFLOOR DRAIN3/4"1/2"VACUUMBREAKER TOATMOSPHEREGAS LINESHUTOFF VALVEDIRT LEGUNIONFLEXIBLE HOSE CONNECTIONTRAP -SEEDETAILG/M2.1NO SCALENO SCALEWASTE LINEFLOOR LINEFINISH GRADE1'-0"1/8 C.I. BENDFLOOR LINEWALLBRASS CLEANOUT PLUG WITHCOUNTER SUNK HEAD16" SQUARE CONC PADTROWEL SMOOTHCLEANOUT AND ACCESSCOVER. TOP OF COVER TOBE FLUSH WITH TOP OFFLOOR.BALANCE OF PIPINGSAME AS CLEANOUT TOGRADE.CLEANOUT SHOULD NOTBE LOCATED IN CARPETEDAREA.1/8 BEND IF CLEANOUTOCCURS AT END OF LINE.CAST IRON WASTE LINE.LENGTH TO SUIT.CHROME WALLCOVER ANDSCREWMAY EXTEND AS AWASTE OR VENTPLUGGED TEEWITH CLEANOUTBALANCE OF PIPING SAME ASCLEANOUT TO GRADE.1/8 CASTIRON BEND1/8 CASTIRON BENDR3/4"WATER HEATER ANCHORRECIRC. PUMPAQUASTATCOLD WATER LINEHOT WATER LINEDIELECTRIC UNION (TYP)HEAT TRAP FITTINGMTHERMOMETERDRAIN VALVE W/ THREADEDHOSE CONNECTIONPIPE FULL SIZETO FLOOR DRAINT&P RELIEF VALVE SIZEDTO MATCH WATERHEATERAMTROL ST-5EXPANSION TANKELECTRICWATER HEATERMIXING VALVE FORTEMPERED WATERBALL VALVE(TYPICAL)HOT WATERRECIRCSYMMONS 7-200(TYPICAL)BALL VALVETO FIXTURESDIRT LEGTYP. UNION3/4" DRAIN VALVE5'-0"CONTRACTORBY PLUMBINGCONTRACTORBY SITE UTILITIESCAPGRADEEXT WALL36"COMBINATION PRESSUREREDUCING VALVE AND STRAINER.SET DISCHARGE AT 60 PSIGTRERICE 3-1/2"NO. 800, RANGE0-TO-100 PSIRISE TOCEILINGSPACEREDUCED PRESSUREBACKFLOW PREVENTERDRAINVALVECW LINE OUT FORSPRINKLER SYSTEMWATER SUPPLYTO BUILDINGDOUBLE CHECK VALVEBACKFLOW PREVENTER WITHBALL VALVES AND STRAINER1'-0" MINIMUMCLEARANCEABOVE FLOORRISE VENTS THRU ROOF WITHCONCENTRIC KIT. SEE DETAIL F/M2.1COEngineeredSystemsAssociatesPHONE:1355 EAST CENTERPOCATELLO, IDAHO 83201ESA JOB NUMBER:FAX:(208) 233-0529(208) 233-0501EMAIL:esa@engsystems.com23005G D AHSP-18184TA DIAVDSDTEOL.IHNAFSREPROFNESGIEERTAISONLE NEOI REEN 3/14/2023PROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:3/24/2023 10:30:08 AM 23005 BEEHIVE FCU (M&P)_detached.rvtP2.119035BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.PIPING DETAILS & DIAGRAMSFebruary 2023A NEW BUILDING FOR:REXBURG, IDAHO 83440M JENSEND HANSEN
J
FURN.
FURN.
CR
CRCRJ
J
CR
J
CR
J
J
6
4
3
1
2
ABDE
5
C
AABBCC
1D-3
IP CAM
1
1D-3
IP CAM
1
1D-3
IP CAM
1
2
6D-5
1D-3
IP CAM
1
1D-3
IP CAM
1
1D-3
IP CAM
1
MANAGER
103
BREAK
107
OFFICE 1
104
MECH.
111
JAN./STOR.
112
DRIVE-THRU
106OFFICE 2
113
MAIN LOBBY
102
OFFICE 3
115
I.T.
116
TOILET
117
TOILET
118
VESTIBULE
101
1D-3
122"
1D-3
122"
1 1
IP CAMIP CAM
1D-3
IP CAM
1D-3
IP CAM
1
1
1D-3
122"
IP CAM
1D-3
IP CAM
1
1D-3
IP CAM
1
1D-3
IP CAM
1
1D-3
IP CAM
1
1
2D-3
IP CAM
1 1D-3
IP CAM
2
2 3
3
2
3
2
3
2
3
2
1D-3
IP CAM
1
1D-3
IP CAM
1
1D-3
156"1
IP CAM
1
13053
STATE O F ID AHOS
HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
PROJECT #:
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:SAM
TEP
03/24/23
3/23/2023 11:30:14 AM \\PAYNEFILESERVER\Main File Storage\2023\Beehive FCU Rexburg - 2322\10_Working Drawings\Beehive FCU Rexburg_SAM_Payne.rvtE0.0
19035 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ELECTRICAL SYMBOLS & DETAILSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 834402322
CIRCUITING & GENERAL SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
KEYED NOTE REFERENCE1
BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED
A-1,3,5
3/4"C.-6#12,1#12G
QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR
QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S)
SIZE OF CONDUIT
A-1,3,5
3/4"C.-6#12,1#12G
PANEL AND CIRCUIT DESIGNATIONS
EQUIPMENT GROUNDING CONDUCTOR
TICK MARKS
NEUTRAL CONDUCTOR(S)
PHASE AND/OR SWITCH-LEG CONDUCTOR(S)
BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL
BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR
NEW EQUIPMENT, DEVICES, ETC.
EXISTING EQUIPMENT, DEVICES, ETC.
DEMOLITION EQUIPMENT, DEVICES, ETC.
DETAIL # / SHEET REFERENCE1 / ES101
*25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER)
LIGHTING SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON
DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION.
2X4 FLUORESCENT OR LED FIXTURE
2X2 FLUORESCENT OR LED FIXTURE
SURFACE MOUNTED FLUORESCENT OR LED FIXTURE
STRIP FLUORESCENT OR LED FIXTURE
WALL MOUNTED FLUORESCENT OR LED FIXTURE
EXTERIOR WALL MOUNTED FIXTURE
ROUND RECESSED FIXTURE
SURFACE OR PENDANT FIXTURE
LIGHT FIXTURE SUBSCRIPTS
NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT)
EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE)
DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING
CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS.
SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY
PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT
BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME
AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH.
CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH
SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION.
SWITCH MOUNTED OCCUPANCY SENSOR OR LOW VOLTAGE SWITCHPOD, REFER TO
OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION.
SINGLE-POLE SWITCH
DUAL-LEVEL SWITCH, PROVIDE CONTROL OF FIXTURES TO ALLOW OCCUPANT TO
REDUCE LIGHT LEVEL TO 50%. (SUBSCRIPT APPLIES TO BOTH SWITCHES)
SWITCH SUBSCRIPTS
3 3-WAY SWITCH
4 4-WAY SWITCH
D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)
K KEYED SWITCH
F TIMER SWITCH (INTERMATIC MODEL EI400 SERIES)
P PILOT LIGHTED SWITCH
F1 LIGHT FIXTURE TYPE DESIGNATION
S
###
WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK
CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS
THE EMERGENCY LIGHT.
LV LOW-VOLTAGE SWITCH (PER DWG'S)
T THERMAL-OVERLOAD SWITCH
M SWITCH SUPPLIED WITH EQUIPMENT,
INSTALLED BY E.C.
WP WEATHERPROOF
2P DOUBLE POLE, SINGLE THROW SWITCH
GENERAL LIGHTING NOTES:
A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO
LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING,
MOUNTING AND ETC.
B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE
FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT
FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING".
C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE
AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND
DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND
FIXTURES.
D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF
THE LIGHTING CIRCUIT IN THE AREA.
###
F
M
POWER SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
'MSB'
'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION)
'LA'
ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES
FOR ADDITIONAL INFORMATION)
DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R
(30A FUSES)
COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED.
TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X
J
JUNCTION BOX
CR = CORD REEL; SEE DRAWINGS FOR INFORMATION
CD = CORD DROP; SEE DRAWINGS FOR INFORMATION
EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT
PRIOR TO ROUGH-IN
MOTOR CONNECTION
POWER AND/OR DATA SERVICE POLE
FLOORBOX WITH POWER ONLY (SEE FLOORBOX SCHEDULE FOR ADDITIONAL
INFORMATION)
PUSHBUTTON STATION
FLOORBOX WITH POWER AND DATA(SEE FLOORBOX SCHEDULE FOR ADDITIONAL
INFORMATION)
FB#
FB#
SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.)
(REFER TO PANEL SCHEDULES FOR AMPS)
CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH
CEILING EQUIPMENT PRIOR TO ROUGH-IN)
DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT
GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED
BELOW 5FT.
RECEPTACLE AND EQUIPMENT SUBSCRIPTS
AC ABOVE COUNTER
WP WEATHERPROOF (UL LISTED
WEATHER-RESISTANT)
42"MOUNTING HEIGHT AFF OR AFG
IG ISOLATED GROUND
S SURGE-PROTECTION TYPE
REF REFRIGERATOR
W WASHING MACHINE
D DRYER (30A-240V RATED RECPT.)
M MICROWAVE
HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND
CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND
NUMBER OF CONDUCTORS WITH M.C.
T SOR
30A/3P/3R
SIZE 1
(30A FUSES)
SMALL EXHAUST FAN CONNECTION
TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH.
DRAWINGS & ELEVATIONS
USB 120V RECPT. WITH USB CHARGING PORTS
EWC ELECTRIC WATER COOLER; (SEE DETAIL. RECPT. SHALL
BE ACCESSIBLE, DO NOT MOUNT BEHIND HOUSING.)
DISP GARBAGE DISP. (UNDER SINK)
DW DISHWASHER (COORDINATE W/ MILLWORK, INSTALL PER
NEC 422.16(B)(2)).
M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK)
R ELECTRIC RANGE (50A-240V RATED RECPT.)
GENERAL SPECIAL SYSTEM NOTES:
A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE
ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING
HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH
THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY
BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC.
B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL
RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS
OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC.
SPECIAL SYSTEMS SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X
TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T-X
TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_T/_D-X
CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE
(SEE NOTES 1,2,3 BELOW)
_D-X
A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG.
B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X
THE DIAMETER OF THE CONDUIT.
C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING
AT BOTH ENDS.
D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES
SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST
CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE.
E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING
DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH
PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS.
F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE
TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY.
GENERAL SPECIAL SYSTEM NOTES:
RECESSED WALL MOUNTED AV/TV ENCLOSURE, (SEE NOTE 2 BELOW)
HUBBELL ENCLOSURE# NSAV62M W/ COVER# NSAV6C, (1) POWERKIT HBL#NSOKPS,
(1) DATA PLATE W. TERMINATIONS. MOUNT 5'-0" AFF; FIELD COORDINATE WITH TV
LOCATION. E.C. SHALL INSTALL 1 1/4"C FROM DATA COMPARTMENT TO NEAREST
ACCESSIBLE CEILING SPACE. INSTALL DATA CABLING AND TERMINATIONS AS INDICATED
ON DRAWINGS.
LARGE CAPACITY 2-GANG AV BOX, (SEE NOTE 2 BELOW)
HUBBELL# HBL260 WITH 2-GANG MUDRING; PROVIDE 2-GANG DECORA COVER PLATE W/
(1) DATA INSERT (LEVITON P/N: 4164*-*)
(1) BRUSH PASSTHROUGH INSERT (LEVITON P/N: 41075-DB*).
INSTALL 1 1/2" CONDUIT FROM BOX TO ABOVE ACCESSIBLE CEILING.
INSTALL DATA CABLING AND TERMINATIONS AS INDICATED ON DRAWINGS.
TV
AV
_D-X
_D-X
SPECIAL SYSTEMS NOTES:
1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE
CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES
INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION.
UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT
INSTALLED/SPECIFIED.
2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2"
3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST
ACCESSIBLE CEILING OR TO DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL
STRING. (UNLESS OTHERWISE NOTED)
WALL PATHWAY SYSTEM; STI FIRESTOP EZ-PATH SERIES
INSTALL THROUGH WALL ABOVE ACCESSIBLE CEILING, FIELD VERIFY EXACT LOCATION TO
AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. PROVIDE ALL REQUIRE MOUNTING
HARDWARE AND ETC. FOR COMPLETE INSTALLATION.
EPF2 = FIRE RATED, EZ-PATH SERIES 22
EPF3 = FIRE RATED, EZ-PATH SERIES 33
EPF4 = FIRE RATED, EZ-PATH SERIES 44
EP3 = NON-FIRE RATED, EZ-PATH 33NEZ SERIES
###
FB#
_D-X MULTI-SERVICE FLOORBOX; SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)
P
1PH
2/C
3/C
3P
3PH
3W
4W
AC
ADA
AFF
AFG
AIC
AL
A or
AMP
ANN
AP
ATS
AV
AWG
BFG
C
CATV
CB
CCTV
CKT
C
CP
CT
CU
DS
EA
E.C.
EM
EMT
ENT
EPO
EQUIP
EX
FA
FACP
FLA
FMC
GND
G.C.
GEN
GFI
GFP
HD
HID
HOA
HP
HPS
HV
HZ
IG
IMC
J-BOX
ABBREVIATIONS
SINGLE POLE
SINGLE-PHASE
TWO-CONDUCTOR
THREE-CONDUCTOR
THREE POLE
THREE-PHASE
THREE-WIRE
FOUR-WIRE
ABOVE COUNTER
AMERICANS WITH DISABILITIES ACT
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AMPERE INTERRUPTING CAPACITY
ALUMINUM
AMPERE
ANNUNCIATOR
ACCESS POINT
(WIRELESS DATA)
AUTOMATIC TRANSFER SWITCH
AUDIO VISUAL
AMERICAN WIRE GAGE
BELOW FINISHED GRADE
CEILING MOUNTED
CABLE TELEVISION
CIRCUIT BREAKER
CLOSED CIRCUIT TELEVISION
CIRCUIT
CONDUIT
CONTROL PANEL
CURRENT TRANSFORMER
COPPER
DISCONNECT SWITCH
EACH
ELECTRICAL CONTRACTOR
EMERGENCY
ELECTRICAL METALLIC TUBING
ELECTRICAL NONMETALLIC TUBING
EMERGENCY POWER OFF
EQUIPMENT
EXISTING
FIRE ALARM
FIRE ALARM CONTROL PANEL
FULL LOAD AMPS
FLEXIBLE METAL CONDUIT
GROUND
GENERAL CONTRACTOR
GENERATOR
GROUND FAULT CIRCUIT INTERRUPTER
GROUND FAULT PROTECTION
HEAVY DUTY
HIGH INTENSITY DISCHARGE
HAND-OFF-AUTOMATIC
HORSE POWER
HIGH PRESSURE SODIUM
HIGH VOLTAGE
HERTZ
ISOLATED GROUND
INTERMEDIATE METAL CONDUIT
JUNCTION BOX
V
KVA
kW
kWh
LED
LFMC
LFNC
LTG
LV
MAX
M.C.
MCA
MCB
MCC
MDP
MH
MIN
MLO
MOCP
NA
NC
NEC
NEMA
NFPA
NIC
NL
NO
NTS
OC
OH DR
OL
PB
P
PNL
PT
PTZ
QTY
RCP
RMC
RNC
SCA
SCBA
SF
SPD
SPEC
SWBD
SWGR
TL
TP
TTB
TV
TYP
UG
UPS
V
VA
V.I.F.
VFD
W/
W/O
WP
XFMR
KILOVOLT
KILOVOLT AMPERE
KILOWATT
KILOWATT HOUR
LIGHT EMITTING DIODE
LIQUID TIGHT FLEXIBLE METAL CONDUIT
LIQUID TIGHT FLEXIBLE NONMETALLIC
CONDUIT
LIGHTING
LOW VOLTAGE
MAXIMUM
MECH. CONTRACTOR
MINIMUM CIRCUIT AMPS
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MAIN DISTRIBUTION PANEL
MANHOLE
MINIMUM
MAIN LUGS ONLY
MAXIMUM OVERCURRENT PROTECTION
NOT APPLICABLE
NORMALLY CLOSED
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL
MANUFACTURERS ASSOCIATION
NATIONAL FIRE PROTECTION
ASSOCIATION
NOT IN CONTRACT
NIGHT LIGHT
NORMALLY OPEN
NOT TO SCALE
ON CENTER
OVERHEAD DOOR
OVERLOAD
PUSHBUTTON
PHASE
PANEL
POTENTIAL TRANSFORMER
PAN/TILT/ZOOM
QUANTITY
REFLECTED CEILING PLAN
RIGID METAL CONDUIT
RIGID NONMETALLIC CONDUIT
SHORT CIRCUIT AMPS
STANDARD COLOR BY ARCHITECT
SQUARE FOOT (FEET)
SURGE PROTECTION DEVICE
SPECIFICATION
SWITCHBOARD
SWITCHGEAR
TWIST LOCK
TWISTED PAIR
TELEPHONE TERMINAL BOARD
TELEVISION
TYPICAL
UNDERGROUND
UNINTERRUPTIBLE POWER SUPPLY
VOLTS
VOLT AMPERE
VERIFY IN FIELD
VARIABLE FREQUENCY DRIVE
WITH
WITHOUT
WEATHERPROOF
TRANSFORMER
• ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS
OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.
• ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE
INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE
DETAIL.
• INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN
PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.
• REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING
TYPES, ETC.
• ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL
ELECTRICAL EQUIPMENT.
• CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.
• LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR
FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC.
PROJECT GENERAL NOTES:
• SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
• ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES.
• MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.
• UNLESS SPECIFICALLY INDICATED OTHERWISE, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ANY
SPECIAL SYSTEMS SUPPLIER/CONTRACTOR; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR
THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE
ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL
EQUIPMENT.
• ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS
NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION.
• ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE
EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY
PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS.
TYPICAL DEVICE MOUNTING HEIGHTS:
GENERAL COORDINATION NOTE:
GENERAL DETAIL NOTES:
FINISH FLOOR
1' - 6''
THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO
LIGHT SW.
(OR AS NOTED)
* 4' - 0''
* 3' - 6''
(OR AS NOTED)
RECEPTACLE
@ MILLWORK
BACKSPLASH
CAB. DIMENSIONSPER ARCH. DETAIL6"
CABINET
*E.C. SHALL COORDINATE ALL DEVICE
MOUNTING HGTS. AND EXACT LOCATION
WITH ARCHITECTURAL INTERIOR
ELEVATIONS REPORT CONFLICTS TO
ARCHITECT **PRIOR TO ROUGH-IN**
ROUGH-IN.
TYPICAL FOR ALL DEVICES
MOUNTED ABOVE COUNTER
(ie C.O.'S, DATA, PHONE etc.)
A.
B.
C.
D.
ALL MOUNTING HEIGHTS TYPICAL UNLESS
NOTED OTHERWISE.
COORDINATE OUTLET HEIGHTS WITH
ARCHITECTS MILLWORK DWGS. TO INSURE
THAT OUTLETS WILL NOT FALL BEHIND
CABINETS, BACKSPLASHES, OR INTERFERE
WITH WAINSCOTING, ETC.
ALL SWITCHES AND THERMOSTATS TO BE
MOUNTED AS CLOSE TO DOOR JAMS AS
POSSIBLE. COORDINATE ALL DEVICES WITH
ARCHITECTURAL PLANS AND DETAILS.
COORDINATE LIGHT SWITCH & OUTLET
HEIGHTS WITH ARCHITECTURAL
WAINSCOTING AND OR TILE WORK SO AS
NOT TO FALL MIDWAY IN THESE FINISHES.
FIRE
6' - 8''
FIRE ALARM NOTIFICATION
DEVICE
FIRE
MANUAL PULL STATION
HANDLE SHALL BE
BETWEEN 42" & 48" AFF CABINET
RECEPT.
TELE/DATA
OUTLET
TV
OUTLET
SECURITY & ACCESS CONTROL SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
PROVIDE ROUGH-IN FOR CARD REAADER WITH A 3/4" CONDUIT & PULL CORD FROM
WIRING CHASE IN DOOR FRAME TO ABOVE NEAREST ACCESSIBLE CEILING SPACE. E.C.
SHALL COORDINATE WITH ACCESS CONTROL CONTRACTOR.
CR
PROVIDE AND INSTALL A 3/4" CONDUIT & PULL CORD FROM WIRING CHASE IN DOOR
FRAME TO ABOVE NEAREST ACCESSIBLE CEILING SPACE. E.C. SHALL ARRANGE A PRE-
INSTALLATION MEETING WITH G.C. AND DOOR HARDWARE SUPPLIER TO COORDINATE
EXACT PALCEMENT PRIOR TO ROUGH-IN.
• PRIOR TO ROUGH IN E.C. SHALL HAVE A COORDINATION MEETING WITH SECURITY CONTRACTOR FOR
REQUIRED ROUGH-IN FOR ALL SECURITY/ACCESS CONTROL EQUIPMENT.
GENERAL SECURITY & ACCESS CONTROL NOTES:
IDAHO POWER CO. ROCKY MOUNTAIN POWER CO.
WWW.IDAHOPOWER.COM WWW.ROCKYMOUNTAINPOWER.NET
CONTACT: CONTACT:
SHELLEY MARTIN (208) 388-5872 DAN KUHL (503) 308-0233
OR DAN KUHL (503) 308-0233 dan.kuhl@evergreen-efficiency.com
dan.kuhl@evergreen-efficiency.com
UTILITY LIGHTING REBATES & INCENTIVES:
IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED
APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF
REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT
VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS.
VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION:
SCALE: 1/8" = 1'-0"1 SECURITY/ACCESS CONTROL & SOUND SYSTEM ROUGH-IN PLAN
1 E.C. SHALL PROVIDE REQUIRED ROUGH-IN AND CABLING FOR IP CAMERAS; PRIOR
TO ROUGH-IN E.C. SHALL COORDINATE EXACT LOCATIONS WITH OWNER; SEE
GENERAL NOTES FOR OWNER CONTACT INFORMATION. ALL IP CAMERA CABLING
SHALL TERMINATE IN DEDICATED PATCH PANEL(S) IN DATA RACK.
2 E.C. SHALL PROVIDE REQUIRED ROUGH-IN INCLUDING BOX AND CONDUIT TO
SECURITY SYSTEM HEAD-END EQUIPMENT AS DIRECTED BY SECURITY
CONTRACTOR. E.C. SHALL COORDINATE SECURITY ROUGH-IN REQUIREMENTS
WITH SECURITY CONTRACTOR PRIOR TO WORK; SEE GENERAL NOTES.
3 PROVIDE AND INSTALL A 120V CIRCUIT IN J-BOX ABOVE ACCESSIBLE CEILING.
LABEL "ACCESS CONTROL POWER SUPPLY" FOR USE BY ACCESS CONTROL
CONTRACTOR. UTILIZE NEAREST 120V RECEPTACLE CIRCUIT IN AREA.
SOUND SYSTEM SYMBOL SCHEDULE
NOTE: ALL SYMBOLS MAY NOT BE USED
SYMBOL DESCRIPTION
VOLUME CONTROLLER
E.C SHALL PROVIDE ROUGH-IN; BOX, MUDRING AND 1/2" C. WITH PULL STRING TO
ACCESSIBLE CEILING OR SPEAKER; COORDINATE WITH SOUND SYSTEM CONTRACTOR.
ZACH McCLEERY W/ ACS 208-571-7007.
KEY NOTES:#
16'8'0"
J
J
J J
J
J
J
'METER
EQUIP.'
1
2
FE1
FE1
FE1
FE1
WP
WP
WP
WP
WP
FE2
3
3
3
3
WP
WP
WP
4
4
4
3
5
FLAG POLE
6
6
7
8
WP
4
6
6A-13
A-15
A-11
A-1
1"C.-3#10+1#10G
TO I.T.
ROOM
A-4
1"C.-2#10+1#10G
9 10
9
A-12
9
9
A-2
3/4"C.-2#10+1#10G
TTB
A-13
(1) 1"C.,W/ PULL STRING
FROM DATA RACK IN IT
RM TO POLE LIGHT FOR
SECURITY CAMERA.
STUB INTO POLE BASE
11
11
1213
PRIVATE DRIVEN. 2ND E.E. MOODY ROAD
A-12
A-12
A-12
A-11
A-2
A-1
A-2
A-2
A-1
'A'
A-2
A-1
14
4'-0 MIN.6"25'-0±UNDISTURBED OR
COMPACTED EARTH
POLE BASE WITH 4 #5 RE-BARS
AND #3 TIES @ 12" O.C. 3000 PSI
MIN.
CONDUIT (PVC) 24" MIN.
DEPTH. REFER TO PLAN.
ANCHOR BOLTS TO SUIT
POLE
FINISHED GRADE
POLE BASE COVER
4" SQUARE STRAIGHT STEEL
POLE. POLE COLOR TO MATCH
POLE LIGHT
POLE LIGHT- SEE SCHEDULE
24" DIA.
GFI, WP RECEPTACLE
HAND
HOLE
FLAG POLE LIGHT - FE2 MOUNTED TO POLE
INDICATE ON SITE PLAN - FIELD AIM AT FLAG
AT NIGHT &CONNECT TO SEPERATE RELAY
OF LCP FROM SITE LIGHTING
RIGHT ANGLE ARM BRACKET
12'-0±TOP EDGE OF POLE BASE
SHALL BE CHAMFERED
13053
STATE O F ID AHOS
HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
PROJECT #:
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:SAM
TEP
03/24/23
3/23/2023 11:30:16 AM \\PAYNEFILESERVER\Main File Storage\2023\Beehive FCU Rexburg - 2322\10_Working Drawings\Beehive FCU Rexburg_SAM_Payne.rvtE0.1
19035 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ELECTRICAL SITE PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 834402322
SCALE: 3/32" = 1'-0"1 ELECTRICAL SITE PLAN
NORTH
16'8'0"SCALE: NONEAPOLE LIGHT DETAIL
KEY NOTES:#
1 NEW UTILITY COMPANY TRANSFORMER, PAD AND VAULT.
PAD AND VAULT PROVIDED AND INSTALLED BY E.C PER RMP
REQUIREMENTS. SEE GENERAL NOTES AND POWER RISER
FOR ADDITIONAL INFORMATION.
2 METERING EQUPMENT MOUNTED ON BUILDING. SEE POWER
RISER FOR ADDITIONAL INFORMATION.
3 RECEPTACLE MOUNTED TO MONUMENT/POLE LIGHT TO BE
CONTROLLED BY WALL SWITCH LOCATED IN BUILDING. FIELD
VERIFY SWITCH LOCATION WITH OWNER PRIOR TO
ROUGH-IN.
4 RECEPTACLE MOUNTED FLUSH IN EXTERIOR SOFFIT FOR
CHRISTMAS LIGHTING; FIELD COORDINATE EXACT LOCATION
WITH OWNER. CONTROL VIA SWITCH LOCATED PER OWNER.
LABEL SWITCH ACCORDINGLY.
5 JUNCTION BOX FOR POWER AND DATA CONNECTION TO
MONUMENT SIGN; COORDINATE EXACT LOCATION WITH SIGN
INSTALLER. PROVIDE (2) 1" CONDUITS (1) FOR POWER
ELECTRICAL PANEL AND (1) FOR DATA TO TTB.
6 E.C. SHALL PROVIDE AND INSTALL HEAT TAPE IN ALL
GUTTERS AND DOWNSPOUTS; INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ALL INDIVIDUAL
HEAT-TRACE CIRCUIT/CABLE RUNS SHALL NOT EXCEED
150FT IN LENGTH. REFER TO ARCHITECTURAL DRAWINGS
AND ELEVATIONS FOR ADDITIONAL GUTTER AND
DOWNSPOUT LENGTHS AND LOCATIONS. FIELD MEASURE
ALL HEAT-TRACE LENGTHS PRIOR TO ORDERING AND CABLE,
ETC. ROUTE ALL CIRCUITS THROUGH HEAT-TRACE
CONTACTOR. PROVIDE ALL COMPONENTS FOR A COMPLETE
INSTALLATION INCLUDING BUT NOT LIMITED TO; CLIPS, END
SEALS, AND ETC. PER MANUFACTURER'S INSTALLATION
INSTRUCTION. UTILIZE RAYCHEM ICESTOP GM-1XT SERIES
SELF-REGULATING HEATING CABLE.
7 PROVIDE HEAT TRACING OF ROOF AND OVERFLOW DRAINS.
COIL HEAT TAPE AROUND ROOF AND OVERFLOW DRAINS
AND EXTEND INTO DRAIN. WHERE DRAIN PIPES EXTEND
INTO UNCONDITIONED SPACE, HEAT TRACE SHALL EXTEND
DOWN PIPE TO CLEAN-OUT LOCATED AT FINISHED GRADE.
EXACT TAPE LENGTH TO BE DETERMINED IN FIELD. UTILIZE
RAYCHEM 120V, GM-1XT CABLE. PROVIDE ALL COMPONENTS
FOR A COMPETE INSTALLATION INCLUDING BUT NOT LIMITED
TO: POWER CONNECTOR, JUNCTION BOX, CABLE END SEALS,
CABLE SUPPORT CLIPS, ETC. COORDINATE ALL ROOF
PENETRATIONS WITH ROOF CONTRACTOR TO PROVIDE
PROPER FLASHING AND SEALING OF PENETRATIONS. UTILIZE
GFEPD TYPE CIRCUIT BREAKERS FOR ALL HEAT TRACE
CIRCUITS.
8 PROVIDE (1) 2" CONDUIT STUBBED TO LANDSCAPE AREA FOR
IRRAGATION CONTROLS; COORDINATE WITH LANDSCAPE
CONTRACTOR PRIOR TO INSTALLATION FOR STUB
LOCATION.
9 CIRCUIT VIA 16-RELAY LIGHTING CONTROL PANEL (LCP) WITH
ASTRONOMICAL TIME CLOCK, LEVITON ZMAX # R24BD-L16 OR
EQUAL, LOCATE ADJACENT TO PANEL. PROGRAM PER
OWNERS DIRECTION. PROVIDE UN-SWITCH LEG FROM LINE
SIDE OF LIGHTING CONTROL RELAYS FOR CONNECTION TO
NIGHT-LIGHT/EMERGENCY FIXTURES WHERE REQUIRED.
10 PROVIDE A SEPARATE SWITCH-LEG FROM A DEDICATED
RELAY OF THE LIGHTING CONTROL PANEL (LCP) FOR
SEPARATE CONTROL OF FLAG POLE LIGHT. FLAG POLE
LIGHT AND SITE LIGHTING SHALL BE SEPARATELY
CONTROLLED.
11 PROVIDE AND INSTALL IN-GRADE, FIBERGLASS J-BOX WITH
LID LABELED "ELECTRICAL" NEXT TO POLE BASE OR
NEAREST LANDSCAPE AREA TO LIMIT THE NUMBER OF
CONDUITS INTO POLE BASE TO TWO(2). INSTALL LID FLUSH
WITH FINISHED GRADE AND PROVIDE CRUSHED GRAVEL IN
BOTTOM FOR DRAINAGE. J-BOX SHALL BE INSTALLED IN
LANDSCAPE AREAS ONLY, NOT SUBJECT TO VEHICLE
TRAFFIC.
12 NEW UNDERGROUND PRIMARY CONDUIT PROVIDED AND
INSTALLED BY E.C. CONDUCTORS BY ROCKY MOUNTAIN
POWER (RMP) COORDINATE CONDUIT REQUIREMENTS AND
STUB LOCATION WITH RMP PRIOR TO INSTALLATION; SEE
GENERAL NOTES AND POWER RISER DIAGRAM FOR
ADDITIONAL INFORMATION.
13 (1) 4" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO
BUILDING AND (1) 2" CONDUIT FOR CABLE TV SERVICE TO
BUILDING. STUB CONDUITS TO LOCATIONS AS SPECIFIED BY
LOCAL TELEPHONE AND CABLE TV PROVIDERS, PROVIDE
WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AS
INDICATED IN GENERAL NOTES
14 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR
ADDITIONAL INFORMATION.
A. THESE PLANS HAVE BEEN PREPARED WITHOUT UTILITY
COMPANY COMMENTS. THE E.C. SHALL VERIFY THE EXACT
REQUIREMENTS FOR THE ELECTRIC AND TELEPHONE
SERVICES WITH THE UTILITY COMPANY REPRESENTATIVES
AND PROVIDE ALL WORK AND PAY ALL COSTS FOR A
COMPLETE AND OPERATING SYSTEM, AS DIRECTED BY THE
GOVERNING UTILITIES.
GENERAL NOTES:
#271-95-F TL-15 UNENCASED SAFEFILE NO. 173-106 REV. 1WDD
WDD
SPD
SCD2WDDSCD6WD1WD1SCD6
WDD
WDD
W1R
W1R
LC
WAC
SCD6
6
4
3
1
2
ABDE
5
C
AABBCCF8E
F7E
F8 FE5
FE5
FE5FE5
FE5
FE5NLFE5
FE5
NLFE5
F4F4
F4F4
F2
F2E
F2
F2
F2
F1
F1
F1F1
F1
'LCP'
F6
F6
F5
FE4E
8' -0"
FX1
FX2
FX1
10' -0"
FE3
6' -0"
FE3
6' -0"
A-19
A-17
A-3
1
F9F9F9
F10
F10
MANAGER
103
HALLWAY
108
MAIN LOBBY
102
I.T.
116
TOILET
117
TOILET
118
VESTIBULE
101
A-21
FE4
8' -0"
SW-'a'
SW-'b'
SW-'a'
SW-'b'
SW-'b'
BREAK
107
OFFICE 1
104
MECH.
111
JAN./STOR.
112
DRIVE-THRU
106
OFFICE 2
113
OFFICE 3
115
F1
FE4
9' -6"
FE4
9' -6"
NL
NL
2
(TYP)F3
F3 F3
F3F3E
'A'
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:
KEY NOTES:#
1 CIRCUIT VIA 16-RELAY LIGHTING CONTROL PANEL (LCP) WITH
ASTRONOMICAL TIME CLOCK, LEVITON ZMAX # R24BD-L16 OR
EQUAL, LOCATE ADJACENT TO PANEL. PROGRAM PER
OWNERS DIRECTION. PROVIDE UN-SWITCH LEG FROM LINE
SIDE OF LIGHTING CONTROL RELAYS FOR CONNECTION TO
NIGHT-LIGHT/EMERGENCY FIXTURES WHERE REQUIRED.
2 PROVIDE (2) SWITCH-LEGS FROM SEPARATE RELAY'S OF
LIGHTING CONTROL PANEL TO CONTROL THE
NIGHT-LIGHTS(NL) SEPARATELY FROM THE OTHER EXTERIOR
LIGHTING. ALSO PROVIDE AN ADDITIONAL UN-SWITCHED LEG
FOR POWER TO EMERGENCY BATTERY PACKS/FIXTURES.
13053
STATE O F ID AHOS
HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
PROJECT #:
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:SAM
TEP
03/24/23
3/23/2023 11:30:18 AM \\PAYNEFILESERVER\Main File Storage\2023\Beehive FCU Rexburg - 2322\10_Working Drawings\Beehive FCU Rexburg_SAM_Payne.rvtE1.0
19035 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.LIGHTING PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 834402322
SCALE: 1/4" = 1'-0"1 LIGHTING PLAN
NORTH
8'4'0"
#271-95-F TL-15 UNENCASED SAFEFILE NO. 173-106 REV. 1FB2
FB2
FB2
FB2
J
J J J J
MM
T
MM
T
MM
T
MM
T
MM
T
MM
T
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T
MM
T
TVEP3EP3EP3M
M
F
F
F
F
F
F
FURN.
FURN.
TV TVEP3J
JJ
TF-1T
F-2
J
6
4
3
1
2
ABDE
5
C
AABBCC
42"
42"
AC
M/42"
ACAC
AC
WP
1
222
3
4
5
6
7
8
8
9
10
1111
1111
AC AC
3D-5
3D-4
1D-5
72"
3D-5
3D-4
3D-4
3D-4
2D-3
3D-4
3D-4
AC3D-4
AC
12
1D-3
13
4D-44D-4 2D-34D-4
3D-5
3D-5
3D-4
3D-4
1D-3
'METER
EQUIP.'
EH-1
F-2
F-1
CU-1
CU-2
WH-1
EF-3
EF-2
EF-1
EF-4
A-23,25
A-26,28
A-30
A-33,35
A-22A-40,41
A-37
A-39
A-51 A-53
A-49A-47
EWC
A-36,38
1D-5
72"
1D-5
72"
2D-3
AC
A-32
REF/42"
A-14,16
A-18,20
A-34
1"C.-2#10+1#10G
MANAGER
103
BREAK
107
OFFICE 1
104
MECH.
111
JAN./STOR.
112
HALLWAY
108
DRIVE-THRU
106
OFFICE 2
113
MAIN LOBBY
102
OFFICE 3
115
I.T.
116
TOILET
117
TOILET
118
VESTIBULE
101
14
TO PNL 'A'
4"C.-TO BLDG
A-5
15
16
17
A-7
15
16
16
A-43
2D-3
DATA
RACK
TTB
AC AC
A-42,44
A-45
A-57,59
3/4"C.-2#10+1#10G
18
18
7
12
AC
AC
3D-4
AC
AC
'A'
3D-4
3D-4
19
19
19
19
19
A-24
A-27
FC-1b
FC-1a
RP-1
WP
POWER FOR LANDSCAPE
SPRINKLER CONTROLLER
COORDINATE EXACT LOCATION
WITH LANDSCAPE CONTRACTOR.
A-29
20
A-23
A-31 A-29
14
A-27
A-29,31
13053
STATE O F ID AHOS
HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
PROJECT #:
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:SAM
TEP
03/24/23
3/23/2023 11:30:20 AM \\PAYNEFILESERVER\Main File Storage\2023\Beehive FCU Rexburg - 2322\10_Working Drawings\Beehive FCU Rexburg_SAM_Payne.rvtE2.0
19035 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.POWER/DATA PLANMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 834402322
SCALE: 1/4" = 1'-0"1 POWER & SYSTEMS PLAN
8'4'0"
NORTH
KEY NOTES:#
1 CONNECTION TO "24-HR ATM" SIGN; CONNECT TO NEAREST
120V UN-SWITCHED POWER. SIGN PROVIDED BY BANK
EQUIPMENT SUPPLIER, INSTALLED BY E.C. COORDINATE
EXACT MOUNTING LOCATION WITH ARCHITECTURAL
ELEVATION DRAWINGS.
2 CONNECTION TO "OPEN/CLOSED" SIGN; SIGN PROVIDED BY
BANK EQUIPMENT SUPPLIER, INSTALLED BY E.C. SIGN SHALL
BE CONTROLLED BY 2-POSITION SWITCH LOCATED IN
DRIVE-THRU AREA. COORDINATE SWITCH WITH DIEBOLD.
COORDINATE EXACT MOUNTING LOCATION WITH
ARCHITECTURAL ELEVATION DRAWINGS.
3 (3) 2-POSITION SWITCHES FOR "OPEN/CLOSE" SIGNS; FIELD
LOCATE SWITCHES PER OWNER DIRECTION. LABEL
SWITCHES AS REQUIRED.
4 POWER CONNECTION TO DRIVE-THRU ATM MACHINE;
COORDINATE CONDUIT STUB-UP LOCATION WITH BANK
EQUIPMENT SUPPLIE AND SHOP DRAWINGS PRIOR TO
ROUGH-IN.
5 PROVIDE AND INSTALL (1)4" PVC CONDUIT FROM DRIVE-THRU
ATM TO BUILDING FOR ROUTING OF LOW-VOLTAGE CABLING;
FIELD VERIFY STUB-UP LOCATION AT EQUIPMENT AND
WITH-IN BUILDING WITH BANK EQUIPMENT SUPPLIER AND
SHOP DRAWINGS PRIOR TO ROUGH-IN.
6 JUNCTION BOX FOR POWER CONNECTION TO DRIVE-UP
DEPOSIT PROVIDED BY BANK EQUIPMENT SUPPLIER;
INSTALLED AND CONNECTED BY E.C. COORDINATE WITH
BANK EQUIPMENT SUPPLIER SHOP DRAWINGS PRIOR TO
ROUGH-IN.
7 PROVIDE AND INSTALL (1) 1 1/2" CONDUIT FOR CUSTOMER
VACUUM TUBE UNIT FROM TELLER AREA IN BUILDING; FIELD
VERIFY STUB-UP LOCATIONS WITH BANK EQUIPMENT
SUPPLIER AND SHOP DRAWINGS PRIOR TO ROUGH-IN. E.C.
SHALL PROVIDE ANDI INSTALL (2) BELDEN 8241 CABLES
FROM CCTV MONITOR AT CUSTOMER UNIT TO CCTV MATRIX
SWITCHER AT TELLER AREA THEN FROM CCTV MATRIX
SWITCHER TO OPERATOR VIDEO UNIT.
8 POWER FOR FUTURE VACUUM TUBE SYSTEM BLOWERS
LOCATED IN CANOPY; FIELD VERIFY CONNECTION LOCATION
AND REQUIREMENTS WITH BANK EQUIPMENT SUPPLIER
PRIOR TO ROUGH-IN.
9 PROVIDE (4) 1" CONDUIT CHASES FROM ABOVE ACCESSIBLE
CEILING IN TELLER AREA TO ACCESSIBLE SPACE IN
DRIVE-THRU CANOPY. COORDINATE CHASE LOCATIONS
WITH DIEBOLD.
10 PROVIDE 4-GANG SWITCH BANK WITH (2) SINGLE-POLE
SWITCHES FOR ON/OFF SWITCHING OF CCTV AT CUSTOMER
DRIVE-THRU UNITS AND (2) BLANK FOR FUTURE DRIVE-THRU
UNITS. PROVIDE CONDUIT(S) FROM SWITCH BANK TO
CUSTOMER VACUUM TUBE UNIT CONDUIT STUB-UP
LOCATION FOR ROUTING OF CABLING BY BANK EQUIPMENT
SUPPLIER. COORDINATE PLACEMENT OF SWITCHES AND
CONDUIT REQUIREMENTS WITH BANK EQUIPMENT SUPPLIER
PRIOR TO ROUGH-IN.
11 CONNECTION TO VACUUM TUBE SYSTEM BLOWERS
LOCATED IN CANOPY; FIELD VERIFY CONNECTION LOCATION
AND REQUIREMENTS WITH BANK EQUIPMENT SUPPLIER
PRIOR TO ROUGH-IN.
12 JUNCTION BOX FOR ALARM CONNECTION TO BANK
EQUIPMENT PROVIDED BY BANK EQUIPMENT SUPPLIER;
INSTALLED BY E.C. PROVIDE 3/4" CONDUIT TO BUILDING
ALARM SYSTEM. COORDINATE WITH BANK EQUIPMENT
SUPPLIER SHOP DRAWINGS PRIOR TO ROUGH-IN.
13 PROVIDE AND INSTALL (4) 2" CONDUIT SLEEVES FROM
ACCESSIBLE CEILING SPACE OF DRIVE-THRU TO DATA RACK
FOR ROUTING OF DATA AND SECURITY CABLING. FIELD
VERIFY EXACT ROUTING, PROVIDE PULLSTING IN EACH
SLEEVE.
14 DUPLEX RECEPTACLES FOR DRIVE-UP BANK EQUIPMENT,
E.C. SHALL FIELD VERIFY EXACT ROUGH-IN LOCATIONS,
MOUNTING HEIGHTS, ETC. WITH DRIVE-UP BANK EQUIPMENT
SUPPLIER SHOP DRAWINGS PRIOR TO ROUGH-IN. REFER TO
BANK EQUIPMENT ROUGH-IN NOTE.
15 CIRCUIT VIA 16-RELAY LIGHTING CONTROL PANEL (LCP) WITH
ASTRONOMICAL TIME CLOCK, LEVITON ZMAX # R24BD-L16 OR
EQUAL, LOCATE ADJACENT TO PANEL. PROGRAM PER
OWNERS DIRECTION. PROVIDE UN-SWITCH LEG FROM LINE
SIDE OF LIGHTING CONTROL RELAYS FOR CONNECTION TO
NIGHT-LIGHT/EMERGENCY FIXTURES WHERE REQUIRED.
16 JUNCTION BOX FOR BUILDING MOUNTED SIGNAGE; FIELD
VERIFY/COORDINATE EXACT LOCATION AND CONNECTION
REQUIREMENTS WITH SIGN INSTALLER PRIOR TO ROUGH-IN.
17 PROVIDE AND INSTALL 18" WIDE BASKET TRAY ABOVE RACKS
FOR ROUTING OF LOW VOLTAGE CABLING; PROVIDE ALL
REQUIRED MOUNTING AND INSTALLATION HARDWARE FOR
COMPLETE INSTALLATION.
18 PROVIDE POWER TO AUTOMATIC ADA DOOR; PROVIDE
ALLREQUIRED ROUGH-IN AND CONNECTIONS FOR PUSH
BUTTONS AND DOOR OPERATORS; FIELD VERIFY
CONNECTIONS AND ROUGH-IN WITH DOOR INSTALLER.
19 THIS DEVICE SHALL BE BLACK IN COLOR WITH STAINLESS
STEEL COVERPLATE.
20 DUPLEX RECEPTACLE FOR DRIVE-THRU TRANSACTION
DRAWER/HEATER; EXACT PLACEMENT OF RECEPTACLES
SHALL BE COORDINATED WITH BANK EQUIPMENT SUPPLIER
PRIOR TO ROUGH-IN.
A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT
GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH
THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT
LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL
SYSTEMS, ETC.
GENERAL NOTES:ELECTRICAL FLOORBOX SCHEDULE
TYPE DESCRIPTION MFGR. FLOORBOX p/n COVERPLATE p/n
POWER
DEVICES
DATA
DEVICES NOTES
FB2 2-GANG, MULTI-SERVICE CONCRETE FLOORBOX,
W/RECTANGULAR COVER, 3" MIN. POUR
HUBBELL-WIRING CFB2G30CR 24GCCVRXXX (1) DUPLEX
RECPT.
(3) RJ45 PROVIDE REQUIRED SUB-PLATES
BANK EQUIPMENT ROUGH-IN:
A. ELEC. CONTRACTOR SHALL CONDUCT A PRE-ROUGHIN
MEETING WITH G.C. AND BANK EQUIPMENT INSTALLER PRIOR
TO ANY ELECTIRCAL ROUGH-IN (ABOVE OR BELOW GRADE)
BEING INSTALLED TO COORDINATE THE SPECIFIC ROUGH-IN
REQUIREMENTS, LOCATIONS, ETC. OF ALL BANK EQUIPMENT;
INCLUDING BUT NOT LIMITED TO: ATM'S, VACUUM TUBE
SYSTEMS, CASH MACHINES, ETC.
ALL CONDUIT STUB-UP LOCATIONS, DEVICE LOCATIONS, ETC.
SHALL BE COORDINATED FOR THE DRIVE-THRU ISLANDS,
BANK TELLER AREAS, ETC.
M
(2) 2"C. EA. W/
3#3/0 + 1#3GND
GROUNDING
ELECTRODE SYSTEM
SEE DETAIL THIS SHEET
UNDERGROUND SECONDARY CONDUIT
AND TENCHING BY E.C. CONDUCTORS
PROVIDED AND INSTALLED BY ROCKY
MOUNTAIN POWER CO.
UNDERGROUND PRIMARY TRENCHING
AND CONDUIT BY E.C. CONDUCTORS
BY ROCKY MOUNTAIN POWER CO.
UTILITY XFMR PROVIDED &
INSTALLED BY RMP
FIBERGLASS PAD BOX PROVIDED
BY RMP AND INSTALLED BY E.C.
SELF-CONTAINED
METER BASE 320A
240V, 1P, 3W PER RMP
CO. REQUIREMENTS
PANEL
'A'
*18,491A
PAD BOX PROVIDED BY
RMP AND INSTALLED
BY E.C.
(5/E3.1)
FAULT CURRENT
CALULATIONS WERE
BASED ON
INFINITE BUS, WITH AN
ESTIMATED 75 KVA
TRANSFORMER WITH
A 1.69%Z.
*18,491A
BLDG.
STEEL
WATER
MAIN
GROUND BAR
AT MAIN TTB
GRND
RODS MIN
OF (2) 10FT
APART
STAND-OFF GROUND BAR LOCATED
IN ELEC. RM NEXT TO SERVICE EQUIP.
GROUND BAR SHALL BE ERICO #B543A010
OR EQUAL. PROVIDE AND INSTALL ALL REQ'D
LUGS & TERMINALS. MOUNT VERT. TO
CONSERVE AS MUCH WALL SPACE AS POSSIBLE.
MAIN
SERVICE
EQUIPMENT
G N
NEUTRAL TO GND
BOND AT THIS POINT
ONLY
#1/0 Cu
#4 CuCONCRETE ENCASED
ELECTRODE3/4"C.,1#6Cu#1/0 Cu#1/0 Cu#1/0 CuWATER
MAIN #1/0 Cu13053
STATE O F ID AHOS
HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
PROJECT #:
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:SAM
TEP
03/24/23
3/23/2023 11:30:20 AM \\PAYNEFILESERVER\Main File Storage\2023\Beehive FCU Rexburg - 2322\10_Working Drawings\Beehive FCU Rexburg_SAM_Payne.rvtE3.0
19035 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.POWER RISER & SCHEDULESMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 834402322
SCALE: NONE1POWER RISER DIAGRAM
SCALE: NONE2BLDG GROUNDING ELECTRODE SYSTEM DETAIL
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MOUNTING VOLTS LAMPS MFGR.CATALOG #
APPROVED
MFGR'S NOTES
EXTERIOR
FE1 AREA POLE LIGHT, SINGLE-HEAD, TYPE 4 DIST. W/ HOUSESIDE
SHIELD
POLE (SEE
DETAIL)
MULTI-TAP LED-7754LM-4000K LITHONIA HEAD: RSX2 LED-P1-40K-R4-MVOLT-SPA-HS-DDBXD; POLE:
SSS-25-4C-DM19AS-DDBXD
COOPER
FE2 LED FLOODLIGHT, FULL VISOR, MEDIUM SPOT (RIGHT ANGLE ARM
MOUNT TO POLE)
POLE LIGHT 120-277 LED-7370LM-4000K LITHONIA DSXF2 LED-P1-40K-MSP-MVOLT-IS-DMG-FV-DDBXD COOPER
FE3 ARCHITECTURAL SCONCE LIGHT WALL 120-277 LED-1200LM-4000K COOPER 303-W2-LEDB2-4000-UNV-T2-DIM10-SCBA-EDGE LITHONIA 3
FE4 EXTERIOR LED WALL PACK WALL 120-277 LED-3200LM-4000K LITHONIA WDGE2LED-P3-40K-80CRI-VW-MVOLT-DDBXD COOPER 3
FE4E EXTERIOR LED WALL PACK, EMERG. BATTERY PACK WALL 120-277 LED-3200LM-4000K LITHONIA WDGE2LED-P3-40K-80CRI-VW-MVOLT-E10WH-DDBXD COOPER 3
FE5 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 LED-2000LM-4000K COOPER LD6A20-DE010-ERM6A-20-840-6LM1H LITHONIA
INTERIOR
F1 4FT LED STRIP SURFACE 120-277 LED-4000LM-4000K COOPER 4SLSTP2040DD-120V LITHONIA
F2 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 LED-1000LM-4000K COOPER LD6A10-DE010-ERM6A-10-840-6LM1H LITHONIA
F2E 6" ROUND RECESSED LED CAN, 0-10V DIMMING, W/ EM BATTERY
PACK
RECESSED 120-277 LED-1000LM-4000K COOPER LD6A10-DE010-EM14-ERM6A-10-840-6LM1H LITHONIA
F3 2X2 LAY-IN GRID TROFFER RECESSED 120-277 LED-3500LM-4000K COOPER DRI-WS-4-L40-UNV-22-T1-HCD-W6 NO EQUALS
F3E 2X2 LAY-IN GRID TROFFER, W/ EMERG. BATTERY PACK RECESSED 120-277 LED-3500LM-4000K COOPER DRI-WS-4-L40-UNV-22-T1-HCD-EL14W-W6 NO EQUALS
F4 2X4 LAY-IN GRID TROFFER RECESSED 120-277 LED-4000LM-4000K COOPER DRI-WS-2-L40-UNV-24-T1-HCD-W6 NO EQUALS 1
F5 4FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-DC-SCBA-AC120-ST-4FT NO EQUALS 3,4,6
F6 8FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-DC-SCBA-AC120-ST-8FT NO EQUALS 3,4,6
F7E 16FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR, EMERG. BATTERY
PACK
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-EL14W/EPC-DC-SCBA-AC120-ST-16FT NO EQUALS 3,4,6
F8 24FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-DC-SCBA-AC120-ST-24FT NO EQUALS 3,4,6
F8E 24FT LED LINEAR DIRECT/INDIRECT PENDANT, 0-10V DIMMING,
WIRELESS CONTROL W/ INTEGRAL SENSOR, EMERG. BATTERY
PACK
SUSPENDED 120-277 LED-1500LM/FT 4000K COOPER DSI-WS-60L-840-1-120-STD-SWPD1-EL14W/EPC-DC-SCBA-AC120-ST-24FT NO EQUALS 3,4,6
F9 ARCHITECTURAL MONO-POINT PENDANT SUSPENDED 120 LED LAMP SONNEMAN SON130709 NO EQUALS
F10 BATHROOM VANITY LIGHT WALL ABOVE
MIRROR
120-277 (2) LED LAMP LIGHTOLOGY SVY665690 NO EQUALS
LIFE SAFETY
FX1 EDGE LITE EXIT SIGN W/90 MIN. BATTERY, GREEN LED, SINGLE
FACE/DOUBL FACE
WALL OR
CEILING
120-277 WITH FIXTURE MULE LTG PVT-U-B-G-S/R-SCBA LITHONIA 3
FX2 WALL MOUNTED EXTERIOR EMERGENCY EGRESS LIGHT,
W/HEATER
WALL ABOVE
DOOR
120-277 WITH FIXTURE COOPER AEL2-46-SCBA LITHONIA 3
1. REFER TO DRAWINGS FOR FIXTURES REQUIRED TO HAVE 0-10V OR STEP-LEVEL DIMMING CONTROL. PROVIDE FIXTURE(S) WITH LED DRIVER(S) AND REQUIRED
DIMMING/SWITCH-LEG CONDUCTORS BETWEEN SWITCH(ES) AND FIXTURE(S) TO PROVIDE CONTROL AS INDICATED ON DRAWINGS.
2. FIXTURE TO BE CONTINUOUS ROW MOUNTED, LENGTH AS INDICATED ON DRAWINGS. PROVIDE REQUIRED ACCESSORIES/CONNECTORS FOR CONTINUOUS ROW MOUNTING.
3. SCBA - STANDARD COLOR BY ARCHITECT/OWNER (COORDINATE COLOR WITH ARCHITECT/OWNER PRIOR TO ORDERING.)
4. FIELD ADJUST PENDANT LENGTH AS REQUIRED, VERIFY LENGTH WITH COUNTER AS DIRECTED BY ARCHITECT.
5. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR PLACEMENT AND MOUNTING HEIGHT OF FIXTURES.
6. REFER TO THE GENERAL LIGHTING CONTROL NOTES FOR COMMISSIONING OF WIRELESS CONTROLLED FIXTURES.
LIGHT FIXTURE SCHEDULE NOTES:
1. PROVIDE ADDITIONAL POWER PACKS; SENSOR SWITCH PP20 AS NEED FOR QTY OF OCCUPANCY SENSORS/SWITCHES.
2. DEVICE COLOR SHALL MATCH WIRING DEVICES; REFER TO SPECIFICATIONS.
3. REFER TO MANUFACTURER DOCUMENTATION FOR QTY AND SIZE OF CONDUCTORS BETWEEN LOW VOLTAGE SWITCH, SENSOR(S) AND POWER/RELAY PACKS.
4. PROVIDE SECONDARY RELAY PACK; SENSOR SWITCH SP20 AS NEEDED TO PROVIDE DUAL-LEVEL SWITCHING OF FIXTURES.
5. PROVIDE 0-10V DIMMING CONDUCTORS (GREY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL.
6. CUSTOM WALLSTATION ENGRAVINGS IS REQUIRED FOR WALLSTATION AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER PROGRAMMING OF SYSTEM.
OCC. SENSOR/LTG CONTROLS SCHEDULE NOTES:
• E.C. SHALL BE REPSONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS (WIRED AND WIRELESS SYSTEMS) TO FUNCTION AS INDICATED
OR AS DIRECTED BY OWNER AND SHALL INCLUDE ALL REQUIRED COST IN THE BASE BID. THE DAYLIGHTING SET-POINTS SHALL BE COORDINATED WITH THE OWNER FOR
EACH AREA PRIOR TO FINAL PROGRAMMING OF THE DAYLIGHTING SENSOR(S). ALL PROGRAMMING/COMMISSIONING SHALL BE DONE BY A FACTORY CERTIFIED OR TRAINED
PERSON.
• LIGHTING IN SPACES WITH WIRELESS CONTROLS SHALL BE FIELD TUNED TO FOOTCANDLE LEVELS THAT ARE SATISFACTORY TO THE OWNER DURING PROGRAMMING AND
COMMISSIONING OF THE LIGHTING SYSTEMS.
GENERAL LIGHTING CONTROL NOTES:
LIGHTING OCCUPANCY SENSOR AND CONTROL SCHEDULE
TYPE MFGR. CATALOG #DESCRIPTION NOTES
APPROVED
EQUALS
CEILING SENSORS
CD2 SENSOR SWITCH CM PDT 9 R DUAL-TECHNOLOGY, SMALL MOTION 360 DEGREE COVERAGE, LOW VOLTAGE, W/ISOLATED RELAY 1 COOPER
CD6 SENSOR SWITCH CMR PDT 9 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD COOPER
WALL SENSORS
WD1 SENSOR SWITCH WSX PDT-**- DUAL-TECHNOLOGY, 1-POLE, NEUTRAL REQUIRED 2 COOPER
WDD SENSOR SWITCH WSX-PDT-D DUAL-TECHNOLOGY, 0-10V DIMMING 2,5 COOPER
WALL SWITCHPODS
SPD SENSOR SWITCH sPODM-**-D LOW VOLTAGE PUSH-BUTTON SWITCHPOD, 1-POLE W/DIMMING 2,3,4,5 COOPER
WIRELESS CONTROLS
W1R COOPER W1L-RL-G WAVELINX 1-BUTTON LARGE WALL STATION W/ RAISE/LOWER 2 LITHONIA
WAC COOPER WAC- POE &
WPOE-120
WAVELINX WIRELESS AREA CONTROLLER, PROVIDE 120V PoE INJECTOR
S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE
A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL
BRK NOTES:
Elec. Heating 4500 VA 100.00% 4500 VA
Power 9482 VA 100.00% 9482 VA
Receptacle 19100 VA 76.18% 14550 VA TOTAL EST. DEMAND AMPS:262 A
Other 2000 VA 100.00% 2000 VA TOTAL CONN. AMPS.:279 A
Motor 9453 VA 105.13% 9938 VA TOTAL EST. DEMAND:62976 VA
Lighting 2712 VA 100.00% 2712 VA TOTAL CONN. LOAD:67034 VA
HVAC 20280 VA 100.00% 20280 VA
LOAD CLASSIFICATION CONNECTED... DEMAND FACTOR EST. DEMAND PANEL TOTALS
PANEL SUMMARY
TOTAL AMPS:274 A 285 A
TOTAL LOAD:32.9 kVA 34.1 kVA
71 ---- -- -- 4152 0 -- -- -- --72
69 CU - 2 40 A 2 4152 0 2 20 A -- SURGE PROTECTION DEVICE 70
67 ---- -- -- 3468 2520 -- -- -- --68
65 CU - 1 40 A 2 3468 2520 2 30 A FC-1a/1b 66
63 F - 2 30 A 1 1920 0 1 20 A -- SPARE 64
61 F - 1 30 A 1 1920 0 1 20 A -- SPARE 62
59 ---- -- -- 2250 0 1 20 A -- SPARE 60
57 WATER HEATER 30 A 2 2250 0 1 20 A -- SPARE 58
55 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 56
53 Drive-Thru Blwr 20 A 1 1392 0 1 20 A -- SPARE 54
51 Drive-Thru Blwr 20 A 1 1392 0 1 20 A -- SPARE 52
49 Drive-Thru Blwr (FUTURE) 20 A 1 1392 0 1 20 A -- SPARE 50
47 Drive-Thru Blwr (FUTURE) 20 A 1 1392 1000 -- -- -- --48
45 Receptacle - Cash Recycler 20 A 1 180 1000 2 20 A ELECTRIC WALL HEATER 46
43 Receptacle 20 A 1 360 540 1 20 A Receptacle 44
41 Receptacle 20 A 1 1025 1080 1 20 A Receptacle 42
39 Coin Machine 20 A 1 540 900 1 20 A Receptacle 40
37 ADA Doors 20 A 1 1000 900 1 20 A Receptacle 38
35 Receptacle 20 A 1 900 900 1 20 A Receptacle 36
33 Receptacle 20 A 1 478 1200 1 30 A Drive-Thru ATM 34
31 Receptacle-Drive-thru Window 20 A 1 900 2000 1 20 A Open/Closed Signage 32
29 Receptacle -Drive-thru Window 20 A 1 1080 500 1 20 A Night Deposit Box 30
27 Receptacle -Drive-thru Window 20 A 1 900 540 1 20 A Receptacle 28
25 Receptacle - Copy Mach. 20 A 1 540 720 1 20 A Receptacle 26
23 Receptacle - Trans. Drawer 20 A 1 180 1220 1 20 A Receptacle 24
21 Lighting 20 A 1 271 1140 1 20 A Receptacle 22
19 Lighting 20 A 1 801 360 1 20 A TTB 20
17 Lighting 20 A 1 1043 360 1 20 A TTB 18
15 HEAT TRACE GP/LCP 20 A 1 500 1080 1 20 A Receptacle 16
13 HEAT TRACE GP/LCP 20 A 1 1000 900 1 20 A Receptacle 14
11 HEAT TRACE GP/LCP 20 A 1 1000 720 1 20 A Receptacle - Soffit 12
9 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 10
7 Bldg - Signage LCP 20 A 1 1000 0 1 20 A -- SPARE 8
5 Bldg - Signage LCP 20 A 1 500 0 1 20 A -- SPARE 6
3 Lighting - Bldg Exterior LCP 20 A 1 523 500 1 20 A Signage 4
1 Lighting - Site LCP 20 A 1 352 900 1 20 A Receptale - Site 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT
PROVIDE PANEL WITH INTEGRAL OR EXTERNAL SURGE PROTECTION DEVICE
NOTES:
MFGR/MODEL:SQ. D/NQ SERIES DIMENSIONS:20"W x 5.8"D x *"H FEED:BOTTOM
ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:400 A
MOUNTING:SURFACE WIRES:3 PANEL AMPS:400 A
FED FROM: PHASES:1 PANEL TYPE:MBR BEEHIVE FCU - NORTH REXBURG
PANEL LOCATION: VOLTAGE:120/240 Single A.I.C. RATING:22k PROJECT NAME:
PANEL: A
PAYNE ENGINEERING
6"
3/4" C., 1#6 B.C. GRND.
CONNECT TO BLDG. GROUND
SYSTEM
FINISH FLOOR
TYPICAL CONDUITS OUT TO VOICE/
DATA OUTLETS. SEE PLAN FOR
SIZE, ETC. (TYPICAL TOP & OR
BOTTOM OF BOARD)
4'X8'X3/4" PLYWOOD
PRIME & PAINT W/TWO
COATS GREY ENAMEL
(INSTALL ON WALLS
AS
INDICATED ON PLANS)
ANCHOR SECURELY TO
WALL W/ CONST.
ADHESIVE.
DOUBLE-DUPLEX
OUTLET(S) PER
PLANS
120V CIRCUIT
PER PLANS
PULL CORD
UNISTRUT ANCHOR
INCOMING UTILITY SERVICE
CONDUIT(S)
WITH INSULATED BUSHING. SEE SITE
PLAN FOR SIZE, QUANTITY, ETC.
GROUND BAR
(SQ. D
#PK27GTA)
TELEPHONE, DATA,
TV EQUIPMENT
(TYP)
INSTALL INSULATED
BUSHING ON ALL
CONDUIT ENDS.
(TYP)
UNISTRUT ANCHOR
TEE BAR
GRID
POWER SUPPLY CONDUIT FOR
CEILING OR WALL "J" BOX.
SUPPORT WIRE BY ELECTRICAL
CONTRACTOR INDEPENDENT OF CEILING
SYSTEM. (TYPICAL)
ACOUSTIC
CEILING
TILE
SUPPORT
CLIPS
ALL SIDES
ENTRANCE
CONDUIT(S)
4" SQUARE
BOX
RAISED RING
TO SUIT WALL
RECEPTACLE - 20AMP
RATED - SEE SPECIFICATIONS.
NORMAL POWER COLOR - (SEE SPEC'S)
COVER PLATE - STYLE & COLOR
TO BE AS PER SPECIFICATIONS.
CIRCUIT NUMBER TO BE WRITTEN ON
BACK OF COVER W/FELT-TIP MARKER
GREEN INSULATED
GROUND CONDUCTOR
PLAN VIEW ELEVATION VIEWPER NEC 384-4.WALLPER NEC 110-26.
36"
30"WALL6'-6"A.F.F.66"36"OR CEILING6' A.F.F.FINISH
FLOOR
PANEL OR
ELECTIRCAL
EQUIPMENT
13053
STATE O F ID AHOS
HAWN A.M E A DORREG I S TEREDRPOFESSIONALENGINEER
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
PROJECT #:
PROJECT NO.
DATE:
DRAWN BY:
CHECKED BY:
DRAWING NO.:
REVISIONSPROJECT:SHEET TITLE:SAM
TEP
03/24/23
3/23/2023 11:30:22 AM \\PAYNEFILESERVER\Main File Storage\2023\Beehive FCU Rexburg - 2322\10_Working Drawings\Beehive FCU Rexburg_SAM_Payne.rvtE3.1
19035 BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.ELECTRICAL SCHEDULES & DETAILSMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 834402322
SCALE: NONE1TELEPHONE TERMINAL BOARD (TTB) DETAIL
SCALE: NONE3RECESSED LIGHT FIXTURE DETAIL
SCALE: NONE4RECEPTACLE MOUNTING DETAIL
SCALE: NONE2ELECTRICAL EQUIP. CLEARANCE DETAIL
MECHANICAL - EXHAUST FAN SCHEDULE
ID # VOLTS PH. WATTS PANEL CIRCUIT FEEDER CONTROL NOTES
EF 1 120 V 1 127 W A 19 3/4" C., 2#12+1#12GND W/LIGHTS 1
EF 2 120 V 1 127 W A 19 3/4" C., 2#12+1#12GND W/LIGHTS 1
EF 3 120 V 1 127 W A 33 3/4" C., 2#12+1#12GND TIMER
SWITCH
EF 4 120 V 1 87 W A 41 3/4" C., 2#12+1#12GND TIMER
SWITCH
1. CIRCUIT AND CONTROL FAN WITH LIGHTING IN ROOM.
2. E.C. SHALL PROVIDE LOCAL DISCONNECT SWITCH FOR EQUIPMENT; SIZE AND TYPE AS INDICATED IN SCHEDULE. IF FUSED
DISCONNECT IS SPECIFIED FOR EQUIPMENT, FUSE PER EQUIPMENT NAMEPLATE RATING.
3. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT; SWITCH RATING SHALL NOT BE
LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT.
4. EQUIPMENT IS FACTORY SUPPLYED WITH DISCONNECT AND CONVIENENCE OUTLET; E.C. SHALL PROVIDE ALL NECESSARY
CONNECTIONS.
5. INDOOR UNIT IS POWERED FROM OUTDOOR UNIT; COORDINATE EXACT NUMBER OF CONDUCTORS BETWEEN UNITS WITH M.C.
PRIOR TO ROUGH-IN.
6. PROVIDE 1/2" CONDUIT AND CONDUCTORS BETWEEN FURNACE AND CORRESPONDING OUTDOOR CONDENSING UNIT.
COORDINATE SIZE AND NUMBER OF CONDUCTORS WITH M.C. PRIOR TO ROUGH-IN. PROVIDE CONNECTION BETWEEN FURNACE
AND ASSOCIATED OUTSIDE AIR MOTORIZED DAMPER, COORDINATE WITH M.C.
MECHANICAL SCHEDULE NOTES:
MECHANICAL -ELECTRIC HEATER SCHEDULE
ID # VOLTS PH. WATTS PANEL CIRCUIT FEEDER NOTES
EH 1 240 V 1 2 kW A 46,48 3/4" C., 2#12+1#12GND
MECHANICAL - CONDENSING UNIT SCHEDULE
ID # VOLTS PH. MCA PANEL CIRCUIT FEEDER
DISCONNECT
SIZE
DISCONNECT
TYPE NOTES
CU 1 240 V 1 29 A A 65,67 3/4' C., 2#8 + 1#10 GND 60 A FUSED/3R 2,6
CU 2 240 V 1 35 A A 69,71 3/4' C., 2#8 + 1#10 GND 60 A FUSED/3R 2,6
MECHANICAL - FURNACE SCHEDULE
ID # VOLTS PH. HP PANEL CIRCUIT FEEDER NOTES
F 1 120 V 1 1 A 61 3/4"C.,2#10+1#10G 3,6
F 2 120 V 1 1 A 63 3/4"C.,2#10+1#10G 3,6
MECHANICAL - SPLIT A/C UNIT SCHEDULE
EQUIP. ID VOLTS PH. MCA CIRCUIT FEEDER DISCONNECT NOTES
INDOOR UNIT
FC-1a 240 V 1 1 A A-66,68 PER MFGR 0 A/N/A 5
OUTDOOR UNIT
FC-1b 240 V 1 20 A A-66,68 3/4" C., 2#10+1#10GND 30 A/FUSED/3R 2,5
SCALE: NONE5RMP PAD BOX DETAIL