HomeMy WebLinkAboutAPPROVED UPDATED PLANS - 22-00502 - Mountain West Rental and SalesAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Alex Owens Alex.Owens@rexburg.org 208-372-2172
Description : Mountain West Rental and Sales
Address :
Record Type : New Commercial Building
Document Filename : UPDATED PLANS - 22-00502 - Mountain West Rental and Sales.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00502
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A1.0 Stamp Cody Jones : Building Open 1 Approved - Building Inspector
A1.0 Free text Cody Jones : Building Open 1 Colt G stated Atlas will be doing special inspections.
E3.0 Callout Alex Owens : Electrical Open 24 In talking with engineer, grounding is to meet 250.66 2017 NEC
requirements
E3.0 Line Alex Owens : Electrical Open 24
New Commercial Building
As per Resolution 2022-07, adopted April 6, 2022, new development is required to follow standards for the installation of fiber conduit and distribution boxes. Location of conduit
and distribution boxes need to be identified and shown on plans.
Approval of plans does not constitute approval of variance from code
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A1.0
Code Review & Plans,
Notes
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Prescriptive Code is being used for the Energy Code base on the following:
Climate Zone: 6b
Insulation Entirely Above Roof Deck: R-30ci
Metal Building Ceiling: R-30+R-11 ls
Mass: R13.3ci
Metal Building Walls: R-13+R-14ci
Metal Framed Walls: R-13+R-12.5ci
Wood Stud Framed Walls: R-20+R-3.8ci
Below Grade Walls: R-10ci
Slab-on-Grade Floor: R-10 for 24" below
Swinging Doors: U-Factor 0.37
Fixed Fenestration: U-Factor: 0.34 max, SHGC: SEW= .38 max, N=.38 max
Operable Fenestration: U-Factor: .42 max, SHGC: SEW= .34 max, N=.34 max
Entrance Doors: U-Factor 0.63 max
Colt d stated Atlas will be doing special inspections.
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Building Plan
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A1.1
Reflected Ceiling Plans
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A2.0
Exterior Elevations
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Sections
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Sections
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MEN
restroom
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A3.0
Interior Elevations, Door
& Window Elevations,
Sechedules
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LOCKS, LATCHES, PULLS,
EXIT DEVICE
DOOR HARDWARE
MOUNTING HEIGHT
PUSH SIDE
DETAIL
SLIDING DOOR
PULL SIDE
* 12" MIN. REQUIRED IF DOOR
HAS BOTH A CLOSER AND A
LATCH.
CLEAR DOORWAY WIDTH AND DEPTH
FOLDING DOOR MAXIMUM DOORWAY DEPTH
HINGED DOOR
PUSH SIDE
FRONT APPROACHES - SWINGING DOORS
PULL SIDE
NOTE: X = 36" MINIMUM IF Y = 60"; X =
42" MINIMUM IF Y = 54".
PULL SIDE
HINGE SIDE APPROACHES - SWINGING DOORS
* 54" MINIMUM IF DOOR HAS CLOSER.
PUSH SIDE
*12" MIN. REQUIRED IF DOOR HAS BOTH
A LATCH AND CLOSER.
**48" MIN. REQUIRED IF DOOR HAS
BOTH A LATCH AND CLOSER.
*48" MINIMUM IF DOOR HAS CLOSER.
LATCH SIDE APPROACHES - SWINGING DOORS
10" MAX
S
UNOBSTRUCTED HIGH SIDE REACH
MAX SLOPE 1:48
PROVIDE CLEAR FLOOR
SPACE
S
404. DOORS AND DOORWAYS
308. REACH RANGES
404. DOORS AND DOORWAYS
306. KNEE CLEARANCE
TABLEWARE AREAS
304. WHEELCHAIR TURNING SPACE
305. CLEAR FLOOR OR GROUND SPACE
FOOD SERVICE LINES
MINIMUM CLEARANCES FOR SEATING AND TABLES
10" MAX
OBSTRUCTED HIGH SIDE REACH
OBSTRUCTED HIGH FORWARD REACH
UNOBSTRUCTED FORWARD REACH
CLEAR FLOOR SPACE IN ALCOVES
CLEAR FLOOR SPACE FORWARD APPROACH
PARALLEL APPROACH
LC
TOILET TISSUE DISPENSER
LC
Sinks
Urinals
LC
LCGRAB BARS
ACCESSIBILIT< STANDARDS
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A3.1
ADA Details
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PRO
F
E
S
S
I
O
N
A
L
EN G I
N E E R
S T ATE
O
F
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7/
1
4
/
2
2
14
1
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4
D VID
B
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P
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R
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N
SED
GENERAL STRUCTURAL NOTES
(APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
GENERAL REQUIREMENTS:
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.
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.
BASIS FOR DESIGN:
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
SITE CLASS D
SEISMIC DESIGN CATEGORY D
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.142, SS = 0.366
DESIGN SPECTRAL RESPONSE
ACCELERATIONS SD1 = 0.219, SDS = 0.368
PERCENT STORAGE LOAD
INCLUDED WITH SEISMIC LOADS 25
VERTICAL SHEAR TRANSFER ELEMENTS:
PLYWOOD SHEARWALL(S)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 40 PSF
NET UPLIFT ON ROOF 20 PSF
2. VERTICAL LOADS:
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ROOF GROUND = 50 PSF
ROOF = 35 PSF 15 PSF
FLOOR (STORAGE)125 PSF 15 PSF
3. DEFLECTION LIMITS:
ELEMENTS LIVE LOAD TOTAL LOAD
ROOF TRUSSES/JOISTS L/360 L/240
FLOOR TRUSSES/JOISTS L/360 L/240
BEAMS L/360 L/240
FOUNDATION NOTES:
1.FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:
ENGINEERING TESTING CONSULTANTS, INC. REPORT NO. 3456 DATED JANUARY 1,
2007.
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.
(USE THE NEXT 4 PARAGRAPHS IF THERE IS NO SOIL REPORT)
1.IN LIEU OF A GEOTECHNICAL REPORT: THE FOUNDATION HAS BEEN DESIGNED
ACCORDING TO THE RECOMMENDATIONS OF CHAPTER 18 OF THE IBC.
2.THE SOIL DESIGN VALUES LISTED BELOW HAVE BEEN APPROVED BY THE
CITY/COUNTY BUILDING DEPARTMENT, CONTINGENT THAT THE SOIL ON THE SITE
PREDOMINATELY CONSISTS OF SAND AND/OR GRAVEL.
SPECIFIC SOIL CLASSIFICATIONS SHOULD BE ONE OF THE FOLLOWING: SANDY
GRAVEL OR GRAVEL(GW OR GP), SAND(SW AND SP), SILTY SAND(SM), CLAYEY
SAND(SC), SILTY GRAVEL(GM), OR CLAYEY GRAVEL(GC). THESE SOIL
CLASSIFICATIONS CAN BE FOUND IN TABLE 1806.2 OF CHAPTER 18 OF THE IBC.
VERIFICATION OF SOIL CLASSIFICATION IS THE RESPONSIBILITY OF THE
CONTRACTOR.
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 1500 PSF
ALLOWABLE LATERAL BEARING PRESSURE 150 PSF/FT
ALLOWABLE LATERAL SLIDING COEFFICIENT 0.25
FOUNDATION BEARING DEPTH
36" BELOW FINISHED GRADE
CONCRETE:
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 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.
LOCATION:MINIMUM
COVER TOLERANCE
CAST AGAINST EARTH (FOOTINGS)3"± 3 8"
SLABS ON GRADE 112"± 14"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 112"± 3 8"
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"± 3 8"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"18"
STRUCTURAL SLABS AND WALLS 3 4"18"
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS 112"3 8"
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
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
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,
ELEVATED SLABS AND COLUMN 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.
WOOD:
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:
USE:MATERIAL:
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 716" OR 12"24 16 8d AT 6" O.C.8d AT 12" O.C.
ROOF 716" OR 12"24 16 8d AT 6" O.C.8d AT 12" O.C.
ROOF 15 32" OR 12"3216 8d AT 6" O.C.8d AT 12" O.C.
ROOF 19 32" OR 5 8"40 20 10d AT 6" O.C.10d AT 12" O.C.
ROOF 23 32" OR 3 4"48 24 10d AT 6" O.C.10d AT 12" O.C.
ROOF 7 8"60 32 10d AT 6" O.C.10d AT 12" O.C.
FLOOR 3 4" T&G 48 24
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 7 8" T&G 60 32
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 118" T&G 60 48
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:
DEFERRED SUBMITTAL ITEMS:
PREFABRICATED WOOD ROOF TRUSSES
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.
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 TYPICAL DETAILS T-SERIES
S2.0 FOUNDATION PLAN ---
S2.1 MEZZANINE FRAMING PLAN ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S4.0 FRAMING DETAILS 200 - SERIES
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.
Ø 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 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
N/A
LLV
LLH
HORIZ
K(KIP)
L L
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN MINIMUM
MAX MAXIMUM
POUNDS PER SQUARE FOOT
GLUED-LAMINATED BEAMGLB
PFT PREFAB FLOOR TRUSSES
PRT PREFAB ROOF TRUSSES
I.F.W.INSIDE FACE OF WALL
PT PRESSURE TREATED
CONCRETE COLUMNC.C.
RME ROOF MOUNTED EQUIPMENT
SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT
LEAST 112" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUED
TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED GLUE.
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 BE USED 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 132") 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 5000 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 116" 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.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.
Date
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com S1.0
MO
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GENERAL STRUCTURAL NOTES
.
.
.
.
7/14/2022
RMSDBP22-235
KEYNOTES:
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
NOTE:
A.DO NOT UNDERCUT EXISTING
FOOTINGS
B.NO PIPE OR OTHER UTILITIES SHALL
PASS THRU WALL FOOTINGS OR
UNDER COLUMN FOOTINGS
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
T1 TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING
TD01 NO SCALE
1
1
4
3
2
1
KEYNOTES:
1.CONCRETE FOOTING
2.SLEEVE - PROVIDE 12" 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
NOTE:
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.
T2 PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH
TD02 NO SCALE
6"
M
I
N
8"
M
I
N
3'
-
0
"
M
A
X
8" MIN
A
SECTIONA
5
1
2
3
4
5
1
2
3
4
KEYNOTES:
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
NOTE:
A.DO NOT UNDERCUT EXISTING
FOOTINGS
B.NO PIPES OR OTHER UTILITIES
SHALL PASS THRU WALL FOOTINGS
OR UNDER COLUMN FOOTINGS
3'
-
1
"
O
R
G
R
E
A
T
E
R
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
T3 PIPE PASSING BELOW FOOTING IN DEEP TRENCH
TD03 NO SCALE
5
3
2
1
44
1
KEYNOTES:
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
NOTE:
A.FOR ADDITIONAL INFORMATION,
SEE PLANS AND DETAILS
5'-0"
T4 TYPICAL DETAIL FOR FOUNDATION EMBEDMENT
TD04 NO SCALE
1
2
3
4
KEYNOTES:
1.CORNER DOWELS TO MATCH
HORIZONTAL REINFORCEMENT
2.CONCRETE WALL WITH
REINFORCEMENT
3.LAP SPLICE PER TYPICAL STEEL
REINFORCING LAP SPLICES IN
CONCRETE DETAIL
T5 TYPICAL CONCRETE CORNER
TD05 NO SCALE
2
1
3
3
KEYNOTES:
1.CONCRETE SLAB ON GRADE
2.CONT KEYED JOINT
3.SAWCUT 18" WIDE x 14 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.
NOTE:
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
12"6"6"12"
SAWCUT JOINT
KEYED JOINT
T6 CONTROL JOINTS IN CONCRETE SLAB ON GRADE
TD07 NO SCALE
1 3
1 2
T7 TYPICAL REINFORCING DETAILS
TD10 NO SCALE
6 MIN
BAR OFFSET
BAR CLEARANCE SPLICE DETAIL
BEND & HOOK DETAILS
COLUMN TIES BEAM STIRRUPS
"d"
45°
"d"
"d"
1
8 8
KEYNOTES:
1.LAP - SEE G.S.N. FOR MASONRY
AND TYPICAL DETAIL FOR
CONCRETE
2.MAXIMUM 15 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 112" PIN FOR #3
BARS. BEND AROUND 2" PIN FOR #4
BARS. BEND AROUND 212" PIN FOR
#5 BARS.
3
1 2
4
6
7
5
55
5
99
10 10
6
8
NOTES:
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.
BAR
SIZE
CLASS B TENSION SPLICE LENGTHS
f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI
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
#3 12"12"12"12"12"12"
#4 19"15"17"13"15"12"
#5 29"23"26"20"23"18"
#6 32"25"28"21"25"19"
#7 54"41"47"36"42"32"
#8 70"54"61"47"54"42"
#9 89"68"77"59"69"53"
#10 112"87"97"75"87"67"
T8 STEEL REINFORCING LAP SPLICES IN CONCRETE
TD14 NO SCALE
KEYNOTES:
1.CONCRETE FOOTING, SEE PLAN
2.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
3.#4 DOWEL TO MATCH FOOTING
REINFORCEMENT
4.#4 DOWEL TO LAP AND MATCH
WALL REINFORCEMENT
NOTE:
A.FOR ITEMS SHOWN BUT NOT
KEYNOTED, SEE FOUNDATION
DETAILS
B.WHERE NEW FOOTING TIES INTO
EXISTING FOOTING, DRILL AND
EPOXY 24" LONG DOWELS INTO
EXISTING, PROVIDE 4" MIN
EMBEDMENT
2
3"
CLR
3"
CL
R
24"
24"
1
3
2 1
4
24"
24"
T9 CONCRETE FOOTING AT CONCRETE WALL
TD12 NO SCALE
T10 PLAN VIEW - HOLDOWN LOCATIONS/SHEARWALL END POSTS, "HD" TYPE HOLDOWNS USING SCREWS
TD16 NO SCALE
NOTE:
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.
KEYNOTES:
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 14"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
(2) SHEARWALLS
(1) "HD" HOLDOWN W/SCREWS
"HD" HOLDOWN W/SCREWS
WINDOW JAMB
X
"HD" HOLDOWN W/SCREWS
DOOR JAMB OR WALL END
X
HOLDOWN 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
WINDOW
OPENING
DOOR
OPENING
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
5
3
3
1
2 7 2 7
3
6
1
T11 ELEVATION-TYPICAL 1-STORY SHEARWALL
TD19 NO SCALE
KEYNOTES:
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 "HD" TYPE HOLDOWN
8.FINISHED FLOOR
9.CONT 2x PT SOLE PLATE
1
3
6
8
7
4
5
2
9
KEYNOTES:
1.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
NOTE:
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.
(30) 16d
(24) 16dLESS THAN 20'
OVER 20'
4'-0"
6'-0"
LENGTH OF WALL
(BETWEEN CORNERS)SPLICE LENGTH
NAILS ALONGSPLICE LENGTH
MINIMUM
SPLICE LENGTH PER SCHEDULE
T12 ELEVATION - TYPICAL TOP PLATE SPLICE
TD24 NO SCALE
4
5
1
3
2
3
2
KEYNOTES:
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
2
6
3 1
5
4
5
T13 TYPICAL HEADER CONNECTION
TD25 NO SCALE
2
6
34
1 5
2
1
74
2
1
3
4
18
AT BEAM
AT MID WALL
AT TOP PLATE
T14 TYPICAL BEAM POCKET
TD26 NO SCALE
KEYNOTES:
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
2
1
4
AT CORNER
10
9
2
NOTE:
A.MINIMUM STAPLING SPECIFIED
HEREIN SHALL BE PROVIDED
UNLESS NOTED OTHERWISE ON
PLANS, DETAILS OR GENERAL
STRUCTURAL NOTES
8d COMMON AT 12" O.C.
16 GA STAPLE AT 12" O.C.
ALTERNATE FASTENER SCHEDULE
ALTERNATE FASTENERSPECIFIED FASTENER
8d COMMON AT 6" O.C.
8d COMMON AT 4" O.C.
15 GA STAPLE AT 12" O.C.
14 GA STAPLE AT 12" O.C.
13 GA STAPLE AT 12" O.C.
16 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 3" O.C.
16 GA STAPLE AT 2.5" O.C.
15 GA STAPLE AT 2" O.C.
14 GA STAPLE AT 3" O.C.
13 GA STAPLE AT 4" O.C.
8d COMMON AT 3" O.C.
MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHING
NOTES:
1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7 16"
INCH OUTSIDE DIMENSION. AND INSTALLED WITH CROWN
PARALLEL TO THE LONG DIMENSION OF FRAMING MEMBER.
2.FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING IS
LESS THAN 3 INCHES ON CENTER.
3.ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.
4.STAPLE SIZES AND SPACING PER REPORT NO.
ICC-ESR-1539
T16 ALTERNATE SHEATHING STAPLE OPTION
TD32 NO SCALE
CONNECTION TYPE
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")
NAILING
(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
LAP SPLICE
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-
NOTE:
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
T15 MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISE
TD34 NO SCALE
PRO
F
E
S
S
I
O
N
A
L
EN G I
N E E R
S T ATE
O
F
I
D
A
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O
A
7/
1
4
/
2
2
14
1
3
4
D VID
B
.
P
O
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T
E
R
L
I
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N
SED
Date
Sheet No.
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e
BO
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T
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(2
0
8
)
2
3
3
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4
5
4
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:
PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com S1.1
MO
U
N
T
A
I
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W
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T
TB
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B
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,
I
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TYPICAL DETAILS
.
.
.
.
7/14/2022
RMSDBP22-235
6" CONCRETE SLAB ON GRADE W/ #4 AT 24"
O.C. 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"
CONCRETE SLAB ON GRADE (SHOP SPACE)
1
A
2 3 4 5 6 7 8 9 10
B
C
D
A
B
C
D
1 2 3 4 5 6 7 8 9 10
27'-0"27'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"26'-0"
230'-0"
8'-6"10'-0"3'-0"3'-4"1'-0"
1'-2"
1'-4"23'-8"6'-6"12'-0"1'-2"3'-4"2'-0"12'-0"6'-6"6'-6"7'-0"12'-0"6'-0"
4'
-
0
"
20
'
-
0
"
4'
-
0
"
1'-4"
1'-2"
79
'
-
4
"
HO
L
D
T
H
I
S
D
I
M
E
N
S
I
O
N
4"
4"
27'-0"27'-0"25'-0"25'-0"25'-0"25'-0"25'-0"25'-0"26'-0"
24'-8"6'-0"12'-0"7'-0"12'-0"6'-6"6'-6"6'-6"12'-0"2'-0"3'-4"
1'-2"
23'-8"1'-4"
1'-2"
7'-4"10'-0"8'-6"
1'-2"
25'-10"
54'-0"176'-0"
78
'
-
1
1 2"
HO
L
D
T
H
I
S
D
I
M
E
N
S
I
O
N
11
1 4"
11
1 4"
26
'
-
0
"
28
'
-
0
"
26
'
-
0
"
2'
-
0
"
24
'
-
0
"
2'
-
0
"
80
'
-
0
"
26
'
-
0
"
28
'
-
0
"
26
'
-
0
"
WF16 / W1
WF
1
6
/
W
1
WF
1
4
1
4
101
WF16 / W1
WF
1
6
/
W
1
102
102
102
F36
F60
F90
4
WF
1
4
4
4
F90
F60
F90
F60F90
2
60°
TYP
2
F72
2
F72
2
F72
2
F72
2
F72
2
F7260°
TYP
2 60°
TYP
2F72 2F72 2F72 2F72 2F72 2F72
60°
TYP
4" CONCRETE SLAB ON GRADE W/ #3 AT 24"
O.C. 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"
CONCRETE SLAB ON GRADE (OFFICE SPACE)
WF
1
8
WF18
WF18 F36
F72
F72
6
0
°
T
Y
P
3
F36
F36
3
WF
1
8
A
A
A
A
F48F48
F48 F48
F48
F48
WF18
WF18
WF18
F36
F36
F24 F24 F242'-6"10'-0"10'-0"2'-6"
3'
-
3
"
110
WF18
115
114
103
5
5
5
5
7
110
109
102 102 102 102
113
101
TYP
116
OPP
108
F60
TYP
116
TYP
116
101
1 1 1 1
1
111
11
107106
106
SIM
112
SIM
112106
108 TYP
116
101
113
102 102 102 102
WF18
109 110
7
103
110110 110 110 110 110
TYP
101 OPP
111
101
112
102
1
112
101
104
105
105
104
110 110 110 110 110 111TYP
101
SC1SC1
SC1SC1
SC1SC1SC1SC1
SC1SC1
SC1SC1
SC1SC1
SC1SC1
SC1SC1
SC1SC1
SC1SC1
SC1SC1 SC1SC1
SC1
SC1
102
1
F24
F24
SC1SC1
2'
-
0
"
TY
P
F24
WF
1
8
WF
1
8
WF
1
8
WF
1
8
WF
1
8
WF
1
8
WF
1
8
WF18 WF18
WF18
F24F24
F24
F24
F24F24
F24
WF
1
8
2'-0"
TYP
WF18
F24 F24
5
5
5
WF
1
4
WF
1
8
WF
1
8
T.O.W.
101'-0"
T.O.F.
97'-6"
T.O.W.
101'-0"
T.O.F.
97'-6"
T.O.W.
101'-0"
T.O.F.
97'-6"
5
6.
6.
A A
AA
SCALE:
FOUNDATION PLAN
1/8" = 1'-0"
PRO
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:
PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com S2.0
MO
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FOUNDATION PLAN
.
.
.
.
7/14/2022
RMSDBP22-235
SHEARWALL HOLDOWN SCHEDULE
NOTES:
1. SEE TYPICAL DETAILS FOR ANCHOR BOLT EMBEDMENT REQUIREMENTS.
2. POSTS SHOWN ON THE PLANS ARE A MINIMUM AS REQUIRED TO SUPPORT THE GRAVITY LOADS OF THE
STRUCTURE. ADDITIONAL STUDS OR SOLID POSTS MAY BE REQUIRED DEPENDENT ON HOLDOWN TYPES.
MARK HOLDOWN
SHEARWALL END
POST
UNO ON PLAN
ALTERNATE
HOLDOWN ANCHOR BOLT DIA.
SIMPSON HTT4 W/ (18)
0.162x2.5" NAILS (2) 2x STUDS N/A SSTB24A
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. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
E. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
F. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
G. , , - AS SHOWN ON PLAN INDICATES A SHEARWALL
HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR
ADDITIONAL INFORMATION.
H.W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR
MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL
INFORMATION.
I.WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
J.F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE
FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL
INFORMATION.
K.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
L.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.
M.VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/OR
RAISED SLABS WITH ARCHITECTURAL DRAWINGS.
N.FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
FOUNDATION PLAN NOTES
5 6.7
A B
FOOTING SCHEDULE
NOTES:
1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS.
2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).
MARK LENGTH WIDTH THICKN
ESS FOOTING REINFORCING REMARKS
F24 24"24"10"(3) #4 EACH WAY BOTTOM ---
F36 36"36"10"(4) #4 EACH WAY
TOP AND BOTTOM ---
F48 48"48"10"(4) #4 EACH WAY BOTTOM ---
F60 60"60"10"(5) #4 EACH WAY
TOP AND BOTTOM ---
F72 72"72"12"(6) #5 EACH WAY TOP AND
BOTTOM ---
F90 90"90"12"(7) #5 EACH WAY TOP AND
BOTTOM ---
WF14 CONT 14"12"(2) #8 CONT TOP AND BOTTOM
WF16 CONT 16"10"(2) #4 CONT BOTTOM
WF18 CONT 18"10"(2) #4 CONT BOTTOM ---
MONO POUR W/ SLAB
STRIP FOOTING
WALL (W) SCHEDULE
MARK THICKNESS
AND TYPE
VERTICAL
REINFORCING
HORIZONTAL
REINFORCING REMARKS
W1 8" CONCRETE #4 AT 18" O.C.#4 AT 12" O.C.---
SHEARWALL TYPE SCHEDULE
NOTES:
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON
THE PLANS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
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.
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.
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.)
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
716" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
716" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
716" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 3" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 18" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 26" O.C.
WOOD:16d STAGGERED AT 3" O.C.
5
6.
7
1.VERIFY DOOR OPENING W/ ARCHITECT AND METAL BUILDING
MANUFACTURER DRAWINGS.
2.(1) #6x20'-0" LONG (10'-0" EACH LEG) HAIRPIN.
3.(1) #4x15'-0" LONG (7'-6" EACH LEG) HAIRPIN.
4.(2) #8x10'-0" LONG (5'-0" EACH LEG) HAIRPIN. WIDEN GRADE
BEAM AT CONCRETE PIER AS NECESSARY TO MAINTAIN 3" CLR
AROUND ALL REINFORCING.
5.THICKEN FOOTING AS REQUIRED FOR HOLDOWN ANCHOR
EMBEDMENT.
PLAN KEYNOTESXSTEEL COLUMN (SC) SCHEDULE
MARK SIZE BASE CONNECTION
SC1 HSS4x4x5 16 SEE DETAILS
WJ3
WJ3
WJ2
WJ
1
B1
B1
B4
B4
B4
B4
B2
B4
B4
B1
W12x53
W12x53
W12x53
B1
B1
1
A
2 3 4 5 6 7 8 9 10
B
C
D
A
B
C
D
1 2 3 4 5 6 7 8 9 10
2
OPEN
P1
P3
P1
P1
P2
P1
P2
P2
P1
5
5
5
5
7
7
GT
PREFAB WOOD
TRUSS
AT 24" O.C.
11
11
2
2
2
2
2
B3
B3
WJ3
WJ3
WJ3
WJ3
B4
B4
201
202
206
209
208
203
206
209
208
202207
203
206
208
202
205
209
203
202
204
202
210
211
OPP
201
B5
B5 B5
213
B5
B5 B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5 B5 B5
B5 B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5
B5
212
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5
B5
B5
212
B5
B5
B5
B5
212
B5
B5
B5
B5
212
B5
B5
B5
B5
212
B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
B5 B5
B5
B5
26 GAGE PBR ROOF PANEL
W/ (4) #10 SCREWS AT EACH
SUPPORTING MEMBER.
INSTALL PER
MANUFACTURERS
RECOMMENDATIONS
212
TYPICAL FLOOR SHEATHING:
3/4" APA RATED FLOOR SHEATHING W/
10d COMMON NAILS AT 6" O.C. AT PANEL
EDGES / BOUNDARY AND AT 12" O.C. IN
THE FIELD.
P2
P2
B4
2
P2
4
214
19/32" APA RATED ROOF SHEATHING
W/ 10d COMMON NAILS AT 6" O.C. AT
PANEL EDGES / BOUNDARY AND AT 12"
O.C. IN THE FIELD.
TYPICAL ROOF SHEATHING:
3
6.
6.
SCALE:
MEZZANINE FRAMING PLAN
1/8" = 1'-0"
PRO
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:
PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com S2.1
MO
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O
MEZZANINE FRAMING PLAN
.
.
.
.
7/14/2022
RMSDBP22-235
SHEARWALL TYPE SCHEDULE
NOTES:
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON
THE PLANS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
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.
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.
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.)
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
716" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
716" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
716" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 3" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 18" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 26" O.C.
WOOD:16d STAGGERED AT 3" O.C.
5
6.
7
FLOOR 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 NOTED ON PLANS. FOR ATTACHMENT, SEE
"TYPICAL HEADER CONNECTION" DETAIL.
F. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
G. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
H. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
I.B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR
HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL
INFORMATION.
J.WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD
JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL
INFORMATION.
K.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
L.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
5 6.7
POST (P) SCHEDULE
NOTES:
1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.
2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P2 (5) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P3 (3) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAILS
1.ATTACH JOIST WITH INVERTED LUS26-2 HANGERS.
2.STRAP BEAMS TOGETHER / TO DOUBLE TOP PLATE W/ MSTC40.
3.NO HEADER WILL BE PROVIDED BELOW. TRUSS SHALL BE
DESIGNED TO SPAN OVER THE OPENING. LIMIT DEFLECTION
TO L/600 FOR TOTAL LOAD. TRUSS SHALL BE DESIGNED FOR
DEAD LOAD OF 150 PLF AND SNOW LOAD OF 225 PLF.
4.ATTACH BEAM TO BEAM WITH HUC412 HANGER.
PLAN KEYNOTESX BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 13 4x512 LVL
B2 (2) 2x10 OR 4x10 OR (2) 13 4x714 LVL
B3 (2) 13 4x512 LVL
B4 (2) 13 4x117 8 LVL
B5 HSS10x4x316
WOOD JOIST ( ) SCHEDULE
MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER
WJ1 2x10 AT 16" O.C.LUS210 LB210
WJ2 117 8" TJI 210 AT 16" O.C.IUS2.06/11.88 ITS2.06/11.88
WJ3 117 8" TJI 210 AT 12" O.C.IUS2.06/11.88 ITS2.06/11.88
WJ
KEYNOTES:
1.PRE-ENGINEERED BUILDING BEYOND
2.CONCRETE STEM WALL, SEE PLAN
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.MINIMUM FOOTING DEPTH, SEE GSN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.CONCRETE SLAB ON GRADE, SEE PLAN
8.#4 BENT DOWEL AT 18" O.C.
102 PRE-ENGINEERED BUILDING AT CONCRETE FOOTING
CS_MB102 NO SCALE
3"
CLR
3"
CL
R
1
5
6
7
8
3
2
3
4
18"
18"
KEYNOTES:
1.PRE-ENGINEERED BUILDING
2.CONCRETE STEM WALL, SEE PLAN
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.MINIMUM FOOTING DEPTH, SEE GSN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.CONCRETE SLAB ON GRADE, SEE PLAN
101 PRE-ENGINEERED BUILDING AT CONCRETE FOOTING
NO SCALE
3"
CLR
3"
CL
R
1
5
6
7
3
2
4
KEYNOTES:
1.PRE-ENGINEERED BUILDING BY OTHERS
2.CONCRETE STEM WALL, SEE PLAN
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.MINIMUM FOOTING DEPTH, SEE GSN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.CONCRETE SLAB ON GRADE, SEE PLAN
8.CONT 2x PT SOLE PLATE W/ SIMPSON
STRONG BOLT 2 (ESR-3037) HILTI
ANCHORS KWIK-BOLT TZ (ESR-1917) OR
SIMILAR APPROVED PRODUCT, SEE
SHEARWALL SCHEDULE FOR SIZE AND
SPACING
9.WALL SHEATHING AS OCCURS, SEE PLAN
10.WOOD STUD WALL, SEE PLAN
1
33
2
7
5
10
9
8
4"
MI
N
3"
CLR
3"
CL
R
6
5
4
3'-4"
A.F.F.
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ 5 8"Ø
EXPANSION ANCHORS AT SPACING 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
3"
CLR
3"
CL
R
7
6
5
1
2
4
3
104 WOOD STUD WALL AT FOUNDATION
NO SCALE
312"
MI
N
106 WOOD STUD WALL AT FOUNDATION
CW_S101 NO SCALE
3"
CLR
3"
CL
R
8
10
7
9
6
8
1
2
5
4
3
8"
MI
N
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 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
9.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
NOTES:
A.WATERPROOF ANY EXTERIOR WOOD
FRAMING WITHIN 8" OF GRADE PER ARCH
DRAWINGS
KEYNOTES:
1.CONCRETE SLAB ON GRADE, SEE PLAN
2.CONCRETE GRADE BEAM, SEE PLAN
107 CONCRETE GRADE BEAM AT CONCRETE SLAB
CS_MB104 NO SCALE
2
1
3"
CLR
3"
CL
R
PER
PLAN
PE
R
PL
A
N
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.CONCRETE STEM WALL BEYOND, CONT
REINFORCEMENT TROUGH PIER (NOT
SHOWN FOR CLARITY)
4.MINIMUM FOOTING DEPTH, SEE GSN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.CONCRETE FOOTING, SEE PLAN
7.14"x19" CONCRETE PIER W/ (14) #5
HOOKED DOWELS AND (3) #3 TIES IN TOP
5" AND AT 8" O.C. REMAINDER
8.ANCHOR BOLTS W/ NUT AT BOTTOM
9.CONCRETE SLAB ON GRADE, SEE PLAN
108 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
9
7
4
1
8
6
2
3"
CLR
3"
CL
R
A
PLANA
1'-1"
1'
-
1
"
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.CONCRETE STEM WALL BEYOND, CONT
REINFORCEMENT TROUGH PIER (NOT
SHOWN FOR CLARITY)
4.MINIMUM FOOTING DEPTH, SEE GSN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.CONCRETE FOOTING, SEE PLAN
7.18"x23" CONCRETE PIER W/ (18) #5
HOOKED DOWELS AND (3) #3 TIES IN TOP
5" AND AT 8" O.C. REMAINDER
8.ANCHOR BOLTS W/ NUT AT BOTTOM
9.HAIRPIN AS OCCURS, SEE PLAN
10.CONCRETE SLAB ON GRADE, SEE PLAN
11.CONCRETE GRADE BEAM, SEE PLAN
109 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
7
4
1
8
6
2
3"
CLR
3"
CL
R
A
PLANA
1'-11"
1'
-
6
"
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.CONCRETE STEM WALL BEYOND, CONT
REINFORCEMENT TROUGH PIER (NOT
SHOWN FOR CLARITY)
4.MINIMUM FOOTING DEPTH, SEE GSN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.CONCRETE FOOTING, SEE PLAN
7.14"x17" CONCRETE PIER W/ (8) #5 HOOKED
DOWELS AND (3) #3 TIES IN TOP 5" AND AT
8" O.C. REMAINDER
8.ANCHOR BOLTS W/ NUT AT BOTTOM
9.HAIRPIN AS OCCURS, SEE PLAN
10.CONCRETE SLAB ON GRADE, SEE PLAN
110 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
10
9
7
4
1
8
6
2
3"
CLR
3"
CL
R
A
PLANA
1'-5"
1'
-
2
"
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.CONCRETE STEM WALL BEYOND, CONT
REINFORCEMENT TROUGH PIER (NOT
SHOWN FOR CLARITY)
4.MINIMUM FOOTING DEPTH, SEE GSN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.CONCRETE FOOTING, SEE PLAN
7.14"x16" CONCRETE PIER W/ (8) #5 HOOKED
DOWELS AND (3) #3 TIES IN TOP 5" AND AT
8" O.C. REMAINDER
8.ANCHOR BOLTS W/ NUT AT BOTTOM
9.CONCRETE SLAB ON GRADE, SEE PLAN
111 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
9
7
4
1
8
6
2
3"
CLR
3"
CL
R
A
PLANA
1'-4"
1'
-
2
"
114 STEEL COLUMN AT FOUNDATION
NO SCALE
KEYNOTES:
1.STEEL COLUMN, SEE PLAN
2.12"x6"x6" STEEL EMBED PLATE W/ (2)
5 8"x18" LONG DBAs
3.(3) #3 TIES IN TOP 5" OF PIER AND
AT 8" O.C. REMAINDER
4.4'-0" MINIMUM FOOTING DEPTH, SEE
GSN
5.SIDEWALK, PAVEMENT, OR FINISH
GRADE PER ARCH
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.14"Ø CONCRETE PIER W/ (8) #5
BARS VERTICAL
8.CONCRETE FOOTING, SEE PLAN
3
1
2
7
6
3"
CL
R
4
KEYNOTES:
1.PRE-ENGINEERED BUILDING BY OTHERS
2.CONCRETE STEM WALL, SEE PLAN
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.MINIMUM FOOTING DEPTH, SEE GSN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.CONCRETE SLAB ON GRADE, SEE PLAN
8.STEEL COLUMN, SEE PLAN
9.12" THICK PLATE W/ (4) 12"Ø HEADED
ANCHOR BOLTS W/ 8" MIN EMBEDMENT
1
33
2
7
5
8
3"
CLR
3"
CL
R
6
5
4
103 PRE-ENGINEERED BUILDING AT CONCRETE FOUNDATION
NO SCALE
4"
1'
-
4
"
10
9
48"
MIN LAP
11
9
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.CONCRETE STEM WALL BEYOND, CONT
REINFORCEMENT TROUGH PIER (NOT
SHOWN FOR CLARITY)
4.MINIMUM FOOTING DEPTH, SEE GSN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.CONCRETE FOOTING, SEE PLAN
7.14"x7" CONCRETE PIER W/ (6) #5 HOOKED
DOWELS AND (3) #3 TIES IN TOP 5" AND AT
8" O.C. REMAINDER
8.ANCHOR BOLTS W/ NUT AT BOTTOM
9.HAIRPIN AS OCCURS, SEE PLAN
10.CONCRETE SLAB ON GRADE, SEE PLAN
112 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
10
9
7
4
1
8
6
2
3"
CLR
3"
CL
R
A
PLANA
7"
1'
-
2
"
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.CONCRETE STEM WALL BEYOND, CONT
REINFORCEMENT TROUGH PIER (NOT
SHOWN FOR CLARITY)
4.MINIMUM FOOTING DEPTH, SEE GSN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
6.CONCRETE FOOTING, SEE PLAN
7.18"x23" CONCRETE PIER W/ (14) #5
HOOKED DOWELS AND (3) #3 TIES IN TOP
5" AND AT 8" O.C. REMAINDER
8.ANCHOR BOLTS W/ NUT AT BOTTOM
9.HAIRPIN AS OCCURS, SEE PLAN
10.CONCRETE SLAB ON GRADE, SEE PLAN
11.CONCRETE GRADE BEAM, SEE PLAN
113 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
7
4
1
8
6
2
3"
CLR
3"
CL
R
A
PLANA
1'-7"
1'
-
6
"
4"
1'
-
4
"
10
9
48"
MIN LAP
11
9
1'-11"
5555
115 PRE-ENGINEERED BUILDING AT CONCRETE FOUNDATION
NO SCALE
PLANA
112"
TY
P
112"
TY
P
11
2"
9
8 3/16
11
2"3"11
2"
11
2"3"
A
9
KEYNOTES:
1.PRE-ENGINEERED BUILDING BY OTHERS
2.CONCRETE STEM WALL, SEE PLAN
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.MINIMUM FOOTING DEPTH, SEE GSN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.CONCRETE SLAB ON GRADE, SEE PLAN
8.STEEL COLUMN, SEE PLAN
9.12" THICK PLATE W/ (4) 12"Ø HEADED
ANCHOR BOLTS W/ 8" MIN EMBEDMENT
10.12"x6"x6" STEEL EMBED PLATE W/ (2)
5 8"Øx18" LONG DBAs
11.7" SQUARE CONCRETE WALL POP-OUT W/
(4) #4 HOOKED DOWELS
1
3
2
7
5
8
3"
CLR
3"
CL
R
6
5
4
116 PRE-ENGINEERED BUILDING AT CONCRETE FOUNDATION
NO SCALE
PLANA
112"
TY
P
112"
TY
P
11
2"
9
8 3/16
11
2"3"11
2"
11
2"3"
A
9
8
10
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ O.145"Ø 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
3"
CLR
3"
CL
R
5
1
2
4
3
105 WOOD STUD WALL AT FOUNDATION
CW_S108 NO SCALE
NOTES:
A.AT SIM, HAIRPIN IS NOT REQUIRED
3/16
11
3/16
8
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:
PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com S3.0
MO
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FOUNDATION DETAILS
.
.
.
.
7/14/2022
RMSDBP22-235
KEYNOTES:
1.WOOD JOIST W/ (2) 16d NAILS, 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.CONT RIM BOARD
7.BOUNDARY NAILING, SEE PLAN
8.A35 CLIP BETWEEN EVERYOTHER
JOIST
9.FLOOR SHEATHING, SEE PLAN
10.PRE-ENGINEERED BUILDING
1
2
3
5
4
7
6
9
10
8
201 WOOD JOIST AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD JOIST, SEE PLAN
2.WOOD JOIST BLOCKING AT 24" O.C. W/ (2)
16d NAILS
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.CONT RIM BOARD W/ A35 CLIP AT 32" O.C.
8.BOUNDARY NAILING, SEE PLAN
9.FLOOR SHEATHING, SEE PLAN
10.(4) 10d NAILS INTO EACH BLOCK
202 WOOD JOIST AT WOOD STUD WALL
NO SCALE
1 3
4
6
5
8
7
9
2
10
KEYNOTES:
1.WOOD JOIST, SEE PLAN
2.FLOOR SHEATHING, SEE PLAN
3.BOUNDARY NAILING, SEE PLAN
4.WOOD BEAM, SEE PLAN
1
3
4
2
203 WOOD JOIST AT WOOD BEAM
NO SCALE
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.BOUNDARY NAILING, SEE PLAN
5.CONT 2x BOTTOM PLATE, ATTACH PER
SHEARWALL SCHEDULE
6.WOOD JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST
7.FLOOR SHEATHING, SEE PLAN
204 WOOD JOIST AT WOOD STUD WALL
NO SCALE
1
3
2
6
7
4
3
5
205 WOOD JOIST AT WOOD BEAM
NO SCALE
KEYNOTES:
1.FLOOR SHEATHING, SEE PLAN
2.BOUNDARY NAILING, SEE PLAN
3.WOOD JOIST W/ HANGER, SEE PLAN
4.WOOD BEAM, SEE PLAN
3 4
21
3
206 WOOD JOIST AT STEEL BEAM
NO SCALE
KEYNOTES:
1.WOOD JOIST, SEE PLAN
2.STEEL BEAM, SEE PLAN
3.CONT 2x W/ 5 8"Ø THREADED STUDS
W/ WASHER AT 32" O.C. (COUNTER
SINK AS REQUIRED)
4.FLOOR SHEATHING, SEE PLAN
5.(4) 10d NAILS AT EACH JOIST
6.JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST
7.BOUNDARY NAILING, SEE PLAN
1
4
2
3
5
7
6
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.WOOD JOIST BLOCKING W/ (4) 16d NAILS
BETWEEN EACH JOIST
7.FLOOR SHEATHING, SEE PLAN
8.BOUNDARY NAILING, SEE PLAN
207 WOOD JOIST AT WOOD STUD WALL
NO SCALE
1
3
2
5
6
4
78
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3.WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
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/ LTP4 BETWEEN EACH
JOIST
9.WOOD JOIST, W/ H3 CLIP AND HANGER
SEE PLAN
10.BOUNDARY NAILING, SEE PLAN
11.ROOF SHEATHING, SEE PLAN
12.WOOD GIRDER TRUSS W/ (2) H3 CLIPS AT
BEARING WALLS, SEE PLAN
10
1
2
3
4
5
6
8
9
11 10
12
7
7
210 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
NOTES:
A.COORDINATE ROOF VENTILATION
B.FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
1.WOOD TRUSS W/ CLIP, 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.ROOF SHEATHING, SEE PLAN
7.FULL-HEIGHT 2x BLOCKING BETWEEN
EACH TRUSS W/ A35 CLIP
8.BOUNDARY NAILING, SEE PLAN
1
2
3
5
4
6
8
7
211 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
NOTES:
A.2x BLOCKING MAY BE OMITTED EVERY
THIRD BAY
B.COORDINATE ROOF VENTILATION
C.FASCIA PER ARCHITECTURAL DETAILS
KEYNOTES:
1.WOOD JOIST, SEE PLAN
2.STEEL BEAM W/ WEB STIFFENER ON EACH
SIDE, SEE PLAN
3.CONT 2x W/ 5 8"Ø THREADED STUDS W/
WASHER AT 32" O.C. (COUNTER SINK AS
REQUIRED)
4.FLOOR SHEATHING, SEE PLAN
5.BOUNDARY NAILING, SEE PLAN
6.WOOD BEAM, SEE PLAN
7.(2) 12"Ø LAG SCREW W/ 5" MIN EMBEDMENT
INTO POST
8.BUILT-UP POST, SEE PLAN
1
2
3
5 4
6
8
208 STEEL BEAM AT WOOD POST
NO SCALE
7
KEYNOTES:
1.STEEL BEAM, SEE PLAN
2.(2) 16d NAILS INTO EACH KING STUD
3.KING STUD EACH SIDE OF BEAM
4.SOLID BUILT-UP POST BELOW BEAM
5.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
6.WEB STIFFENER ON EACH SIDE OF BEAM
1
2
3
5
4
209 STEEL BEAM AT WOOD STUD WALL
NO SCALE
2
3
KEYNOTES:
1.PRE-ENGINEERED BUILDING
2.STEEL BEAM, SEE PLAN
3.STEEL COLUMN, SEE PLAN
4.WOOD STUD WALL, SEE PLAN
5.ROOF PANEL, SEE PLAN
212 STEEL AWNING AT STEEL BUILDING
NO SCALE
1/4
EACH SIDE
1'-0"
MAX
1/4
EACH SIDE
1/4
EACH SIDE
1/4
EACH SIDE
1
3
2
5
4
3
2
2
KEYNOTES:
1.PRE-ENGINEERED BUILDING
2.STEEL BEAM, SEE PLAN
3.STEEL COLUMN, SEE PLAN
4.WOOD STUD WALL, SEE PLAN
5.ROOF PANEL, SEE PLAN
213 STEEL AWNING AT STEEL BUILDING
NO SCALE
1/4
EACH SIDE
1'-0"
MAX
1/4
EACH SIDE
1/4
EACH SIDE
1/4
EACH SIDE
1
3
2
5
4
3
2
2
1/4
EACH SIDE
6 6
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.WOOD GIRDER TRUSS, SEE PLAN
3.ROOF SHEATHING, SEE PLAN
4.BOUNDARY NAILING, SEE PLAN
5.WOOD WALL W/ 2x4 STUDS AT 16" O.C.
BETWEEN METAL BUILDING Z-GIRTS
6.METAL BUILDING SHEATHING
7.2x BLOCKING
8.(3) #10 SCREWS INTO EACH BLOCK
9.WALL SHEATHING, SEE SHEARWALL
ACHEDULE
10.EDGE NAILING, SEE SHEARWALL
SCHEDULE
11.A34 CLIP AT EACH STUD
12.CONTINUOUS 2x6 LEDGER
13.Z-GIRT AS OCCURS
10
1
2
3
4
5
6
8
9
11
10
12
7
214 WOOD TRUSS AT METAL BUILDING
NO SCALE
13
13
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PROJECT MANAGER:CAD OPERATOR:JOB NO.:
Structural Engineering
This drawing is the property of FROST Structural Engineering, Inc. Legally, the drawing can NOT be copied in whole or in pieces. It is only to be used for the project and site
specifically identified hereon and is not to be used on any other project. Contractor shall carefully review all dimensions, details, and conditions and report at once any error,
inconsistency or omission discovered before construction. The contractor assumes full liability for deviations from the intent of these plans.
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com S4.0
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FRAMING DETAILS
.
.
.
.
7/14/2022
RMSDBP22-235
EF
1
EF
2
CH
1
CH
2
CU
1
CU
2
CU
3
CD-2
50
CD-2
150
CD-1
200
12
"
Ø
D
U
C
T
S
O
X
14
"
Ø
D
U
C
T
S
O
X
18" Ø DUCT SOX
20" Ø SPIRAL R.A.
18" Ø SPIRAL S.A.
RG-1
SWR-1
250
SWR-1
250
SWR-1
300
SWR-1
200
SWR-1
200
SWR-1
200
SWR-1
200
AHU
1
T
T
T
SWR-1
200
SWR-1
200
SWR-1
200
SWR-1
200
PTAC
1
F-1
F-2
F-3
RG-2
RG-2
INTO MECHANICAL
ROOM BEYOND
24" X 12" UP TO
MECHANICAL ROOM
8" Ø UP
8" Ø UP
8" Ø UP
8" Ø S.A.
8" Ø S.A.
8" Ø S.A.
10" X 8" S.A.
14" X 10" S.A.
10" X 8" S.A.
DS
1
EF
3
14" X 10" S.A.
8" Ø UP
CD-1
200
T
AHU-1
PTAC
2
OL-2
OL-1
OL-2
20" Ø SPIRAL R.A.
18" Ø SPIRAL S.A.
12
"
Ø
D
U
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T
S
O
X
14
"
Ø
D
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T
S
O
X
18" Ø DUCT SOX
F
1
F
2
F
3
10" X 8" S.A.
24
"
X
1
2
"
S
.
A
.
SWR-1
250
SWR-1
250
SWR-1
300
M
M
M
12
"
X
8
"
O
.
A
.
10" X 8" O.A.
8" Ø O.A.
24" X 12" S.A. DOWN
10" X 8"
AHU
1
BELOW WINDOW SEE
ARCHITECTURAL
BELOW WINDOW SEE
ARCHITECTURAL
UH
1
T
UH-1
8" Ø
8" Ø
TRANSITION AS
REQUIRED
HVLS
1
HVLS
2
8" Ø S.A.
DOWN
8" Ø
10
"
x
8
"
S
.
A
.
8" Ø S.A.
DOWN
MOTORIZED DAMPER
CONNECTED TO AHU-1
OPERATION
MOTORIZED DAMPER
CONNECTED TO AHU-1
OPERATION
Date
Sheet No.
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M1.0
HVAC Plan
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Gate City
E NG INE E RI NG S ER V IC E S
3 4 0 E . C L A R K S T .
, P O C A T E L L O ,I D 8 3 2 0 1
2 0 8 .2 2 1 .9 5 0 6
PROJECT # 2238
COVE HEATER SCHEDULE
MARK
QMARK 1201/60
AMPVOLTAGE
HEATING
INSTALL PER MANUFACTURERS INSTRUCTION
NOTES
450 3.7
MANUF.
& MODEL
NUMBER LENGTH
34"
WATTS
RCC4512C
CH
1
INTEGRAL THERMOSTAT
120/1/60 INSTALL PER MANUFACTURERS INSTRUCTION45034"CH
2
INTEGRAL THERMOSTAT
EXHAUST FAN SCHEDULE
SYMBOL TYPE C.F.M.S.P.E.WATTS CHAR.R.P.M.CONTROL REMARKS
EF
1
EF
2
LIGHTCEILING120/1/608780.4 640 OUT TO WALL LOUVER
EF
3
CEILING 120/1/608780.4 640
120/1/60 1620
LIGHT
SWITCH
BROAN L100
BROAN L100
MAKE / MODEL
QMARK 3.7RCC4512C
& MODEL
FURNACE SCHEDULE
MANUF.
NUMBER NOTESDESCRIPTIONMARKAFUE
O.A.TOTAL
CFMOUTPUTCOOLING
HEATING
M.C.A.VOLTAGEESPHPCFMTONS
NOM.SUPPLY FAN MIN.
LENNOXEL196UH090XE48C 4 1600 .4 3/4 120/1/60 85,600 48,000 150 96%WITH MATCHING COOLING COILF
1 GAS / ELECTRIC
INPUT
HEATING
88,000
MOP/
FUEL
NG
& MODEL
CONDENSING UNIT SHEDULE
MANUF.
NUMBER NOTESTYPEMARK
TOTAL
MCA COOLING
MOP/
LBS.MIN. SEERCOOLING (MBTU/H)
SENIBLE / TOTAL
LENNOX13ACXN048 42,000 / 48,000 13 195 50 / 31.9 48,000 ON PADCU
1 DX
VOLTAGE
208/1/60
WEIGHT
LENNOXEL196UH090XE60C 5 1990 .5 1 120/1/60 107,200 52,000 200 96%F
2 GAS / ELECTRIC 110,000NG
LENNOX13ACXN060 50,000 / 52,000 13 218 60 / 34.6 57,000 ON PADCU
2 DX 208/1/60
DIFFUSER, GRILLE, & REGISTER SCHEDULE
SYMBOL DESCRIPTION NECK NOTESMATERIALPATTERNINSTALLATIONSIZE
CD-1 CEILING DIFFUSER STEEL 4 WAY
CD-2 STEEL
GRILLE
SIZE
10 X 10
10 X 10 4 WAY LAY - IN CEILING
RG-1 STEEL FIXED BLADE
CEILING DIFFUSER
RETURN GRILLE
DUCT / BEVELED EDGE
8" Ø
22 X 2220" Ø
SWR-1 STEEL16 X 1014 X 8WALL DIFFUSER DUCTFIXED BLADE
RG-2 STEEL FIXED BLADERETURN GRILLE 22 X 24-
LENNOX
13ACXN030 28,000 / 30,000 13 144 25 / 17.1 30,000 ON PADCU
3 DX 208/1/60
LENNOX
EL196UH090XE36C 3.5 1400 .3 1/2 120/1/60 63,900 30,000 140 96%F
3 GAS / ELECTRIC 66,000NG
OUT TO WALL LOUVER
OUT TO WALL LOUVER CEILING 8780.4BROAN L100
& MODEL
AIR HANDLING UNIT SCHEDULE
MANUF.
NUMBER NOTESDESCRIPTIONMARKOUTPUT
HEATING
FLAVOLTAGEESPHPCFM
SUPPLY FAN
CAMBRIDGE
S800 3450 .44 3 208/3/60 12 587 MBH SEE SIDE INSTALLATION DETAILAHU
1 SPACE HEATER
INPUT
HEATING
638 MBH
FUEL
NG
AIR CONDITIONER SCHEDULE
MARK EER
HEATINGCOOLING
VOLTAGE
MANUF.
& MODEL
NUMBER COPBTUBTU ELECTRIC HEAT AMP O.A. CFM
WIRED T-STAT, WALL SLEEVE,
NOTES
ARCHITECTURAL OUTDOOR GRILLE (BRONZE)
WATTS
AMANNA 7,850 230/1/607,700 11.7 310PTC073G35 3.5 KW 20 40PTAC
1
PTAC
2
8" Ø
SIDE WALL
HARD CEILING / BEVELED EDGE
WITH / OBD
8.4/15
10.9/15
6.8/15
UNIT HEATER SCHEDULE
MARK
DETROIT RADIANT 120/1/60
VOLTAGE
HEATING BTU'S
WITH SIDE WALL FLUE KIT
NOTES
75,000
MANUF.
& MODEL
NUMBER FUEL
NG
INPUT
UH-75
UH
1
OL-1 ALUMINUM FIXED BLADEINTAKE GRILLE 12 X 12-
OL-2 ALUMINUM FIXED BLADERELIEF GRILLE 30 X 30-
SIDE WALL
SIDE WALL
RUSKIN ELF375DX WITH MOTORIZED
SD-50 DAMPER -115 V, CONNECTED
DUCT SOX SCHEDULE
MARK
DUCTSOX BY OWNER
COLOR
HANG
INSTALL PER MANUFACTURERS INSTRUCTIONS
NOTES
13'
MANUFACTURER HEIGHT
DS
1
SUSPENSION
SKELECORE FTS
HARDWARE
GALVANIZED CABLE
LENGTH
SEE DETAIL
DIAMETER
PER SUBMITTAL
CEILING FAN SCHEDULE
SYMBOL TYPE AMP CHAR.R.P.M.CONTROL REMARKS
FAN COMMANDERCEILING208/3/607.6 VARIABLE MILL FINISH, VERIFY MOUNTING CLERANCES
CEILING
WIRELESSS
RITE HITE
REVOLUTION 75 SERIES
MAKE / MODEL
HVLS
1
HVLS
2
RITE HITE
REVOLUTION 75 SERIES
TO CEILING WITH MFG. REQUIREMENTS
208/3/607.6 VARIABLE WIRELESSS
FAN COMMANDER
CFM
3.4
WITH MATCHING COOLING COIL
WITH MATCHING COOLING COIL
OUTPUT
60,000
HP
1/12
AND WITH MAX. HEIGHT OF CRANE ASSEMBLY
VERIFY HANG HEIGHT PLACEMENT ABOVE LIGHTING
WIRED T-STAT, WALL SLEEVE,
ARCHITECTURAL OUTDOOR GRILLE (BRONZE)
AMANNA 7,850 230/1/607,700 11.7 310PTC073G35 3.5 KW 20 403.4
RUSKIN ELF375DX
KREUGER SHR
WITH / OBD
KREUGER SHR
KREUGER SHR
KREUGER SHR
KREUGER SHR
TO AHU-1 OPERATION
DUCT CONSTRUCTION & HANGER DETAIL
DIMENSION
OF
LONGEST
SIDE,
INCHES
SHEET
METAL
GAGE
(ALL
FOUR
SIDES)
MINIMUM
REINFORCING
ANGLE SIZE
AND MAX
LONGITUDINAL
SPACING
BETWEEN
TRANSVERSE
JOINTS AND/OR
INTERMEDIATE
REINFORCING
TRANSVERSE REINFORCING, (I)
AT JOINTS
UP THRU 12 26 NONE REQ'D 26 26
13 - 18 24 NONE REQ'D 24 24
19 - 30 24 1"x1"x1/8" @ 60"-24
DRIVE
SLIP
HEMMED
S SLIP
RECOM-
MANDED
GAGE
RECOM-
MANDED
GAGE
(1) TRANSVERSE REINFORCING SIZE
IS DETERMINED BY DIMENSION OF
SIDE TO WHICH ANGLE IS APPLIED.
METAL FASTENERS - OMARK INSULPING
DURO DYNE FASTENERS OR GRIPNAILS.
GRIP NAILS SHALL BE INSTALLED
BY GRIPNAIL HAMMER GUN OR BY
AUTOMATIC FASTENER EQUIPMENT.
SELF-TAPPING
CADMIUM PLATED
HEX HEAD SHEET
METAL SCREW
HANG DUCTS UP TO
30" WIDTH WITH 1" X
18 GAGE STRAPS @
10'-0" MAX SPACING
STRAPS TO BE TIGHT
AGAINST DUCTWORK
NO POP RIVETS ALLOWED
SHEET
METAL
DUCT
PROVIDE SHEET METAL NOSING
OR SLEEVE OVER ANY EXPOSED
LINER WHICH FACES THE OPPOSITE
DIRECTION AS THE AIRFLOW
TOP & BOTTOM
SECTION OF LINER
SHALL OVERLAP
THE SIDES
SPACING PER
SMACNA (TYP.)
DUCT
LINER
NO MORE THAN
2" FROM EDGE
OF LINER
ALL ENDS OF LINER TO BE
COATED W/ ADHESIVE AND
SHALL BE BUTTED FIRMLY
TOGETHER
NO SCALE
VOLUME
DAMPER
CUT OPENING ACCURATELY
FOR SPIN IN (FLARED) FITTING.
NOTE:
DAMPERS SHOULD NOT BE INSTALLED CLOSER THAN
TWO DUCT WIDTHS TO ELBOWS OR INTERSECTIONS.
VOLUME DAMPER. PROVIDE
CONCEALED CEILING
DAMPER REGULATOR
BRANCH DUCT TAKE-OFF DETAIL NO SCALE
NOTE: PROVIDE AND INSTALL DURO DYNE SPEC-SEAL/QUAD SEAL DAMPER
WING NUT
ARM
CONTINUOUS ROD
ROUND DAMPER DETAIL NO SCALE
HANGER STRAPS
Ø50" MAX.
HANGER STRAP
3 8" BOLT
SELF TAPPING CADIUM PLATED HEX HEAD SHEET
METAL SCREW. STRAPS TO BE TIGHT AGAINST DUCT
NOTE: ALL SUPPLY AIR
DUCT SHALL BE LINED
INTERNALLY AS PER
SPECIFICATIONS. NO
POP RIVETS ALLOWED
ROUND DUCT & STRAP HANGER DETAIL NO SCALE
60" MAX
CONCENTRIC VENT TERMINATION DETAIL
18
"
M
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AV
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.
S
N
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AC
C
U
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A
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APPROX.
6"
EXHAUST
INTAKE
20 GA. GALVANIZED
SLEEVE. ALLOW PIPING
TO MOVE FREELY THRU
SLEEVE.
EXHAUST INTAKE
FLASHING
20 GA. GALANIZED SHEET
METAL STRAPCLAMP
SCREW SLEEVE SECURELY
TO 2x4 BRACING. SCREW
HEAD TO BE INSTALLED
INSIDE OF SLEEVE (TYP)
ROOF SEE
ARCH DRAWINGS
NO SCALE
3/16
3/16
MACHINE BOLT
AT END OF BRACE
HANGER
ANGLE
STEEL
BEAM
LUG PLATE
4 X 3/8 X 0'-4"
STEEL
BEAM
LUG PLATE
4 X 3/8 X 0'-4"
BRACE ANGLE
1/8
1/8
MACHINE BOLT
AT END OF BRACE
TYPE A THRU H
TYPE A THRU H
TYPE MAX.
LOAD
CAPACITY
(lbs)
MACHINE
BOLT
END
OF
BRACE
(in.)
SPREADER
SIZE
ANGLE TO
SUPPORTING
STRUCTURAL
MEMBER
A
B
C
D
E
F
G
H
1040
1415
1586
2020
2870
4800
7040
9240
3/8
3/8
1/2
1/2
5/8
3/4
7/8
1
C4x5.4
C4x5.4
C5x6.7
C6x8.5
C8x11.5
C9x13.4
C10x15.3
C12x20.7
31/2x21/2x3/8x0 fT 3" LLH
5x3x3/8x0 ft 3" LLH
2, 4x3x3/8x0 ft 4" LLH
2, 5x3x3/8x0 ft 4" LLH
2, 6x31/2x3/8x0 ft 4" LLH
2, 6x3x3/8x0 ft 10" LLH
2, 6x31/2x1/2x0 ft11 1/2LLH
2, 8x4x3/4x1 ft 1 1/2" LLH
NOTE:
1. MAXIMUM LOAD CAPACITY IS
FOR
GENERAL INFORMATION ONLY.
2. LLH = LONG LONG HORIZONTAL
SEISMIC CONNECTION TO STRUCTURE NO SCALE
Date
Sheet No.
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HVAC Schedules
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Gate City
E NG INE E RI NG S ER V IC E S
3 4 0 E . C L A R K S T .
, P O C A T E L L O ,I D 8 3 2 0 1
2 0 8 .2 2 1 .9 5 0 6
PROJECT # 2238
Date
Sheet No.
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(2
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M3.0
ENERGY COMPLIANCE
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07-21-2022
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Gate City
E NG INE E RI NG S ER V IC E S
3 4 0 E . C L A R K S T .
, P O C A T E L L O ,I D 8 3 2 0 1
2 0 8 .2 2 1 .9 5 0 6
PROJECT # 2238
DUCT SOX DETAIL
4"
3" UP
3" VTR
2 V"
2 V"2 V"
3"3" V UP
4"
3" VTR
FD-1
4"
C
O
T
G
4" WCO
4"4"
FS-1
3" VTR
3" V DOWN
2" DOWN
3" VTR
F
1
F
2
F
3
CONDENSATE LINE
2"
3/4"
1-1/4"
1-1/4"
2" V
Date
Sheet No.
Ar
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(2
0
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)
2
3
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4
5
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P1.0
Sewer & Vent Plan
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Gate City
E NG INE E RI NG S ER V IC E S
3 4 0 E . C L A R K S T .
, P O C A T E L L O ,I D 8 3 2 0 1
2 0 8 .2 2 1 .9 5 0 6
PROJECT # 2238
1/2" HWR
1/2" HWR
3/4"
DF-1
WC-1
S-1
EW-1
WC-1
S-1 JS-1
S-2
S-3
1-1/2"
OUT TO WATER METER
SEE CIVIL
6" FIRE LINE
RP /PRV STATION
3/4"
3/4"
HB-2
HB-2
HB-1
3/4"
3/4"
3/4"
3/4"
WH-1
1/2" HWR CP-1
F
1
F
2
F
3
UH
1
AHU
1
G
G
G
G G G G G G G G G G G G G
G
G
GAS REGULATOR
(TYPICAL)
G
638 MBH
@ 2 PSI
3/4"
106 MBH
@ 2 PSI
3/4"
1"
304 MBH
@ 2 PSI
379 MBH
@ 2 PSI
1"
1"
3/4"
GAS REGULATOR
(TYPICAL)
Date
Sheet No.
Ar
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5
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P2.0
Domestic Water Plan
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Gate City
E NG INE E RI NG S ER V IC E S
3 4 0 E . C L A R K S T .
, P O C A T E L L O ,I D 8 3 2 0 1
2 0 8 .2 2 1 .9 5 0 6
PROJECT # 2238
PLUMBING FIXTURE SCHEDULE
SYMBOL DESCRIPTION COLD HOT VENT WASTE
2"
1/2"
FD-1 FLOOR DRAIN: ZURN ZN415 2"
1/2"
1/2"1/2"1-1/2"2"
1/2"2"3"
JS-1
IM-1 ICE MAKER BOX: METAL TYPE WITH BALL VALVE
MANUFACTURER
50 78
UNIT
GAS WATER HEATER SCHEDULE
RECOVERY
RATE (GPH)AND MODEL
CAP
(GAL)
VOLT
/PH
115/1/60
REMARKS
BRADFORD/WHITE -RG1PV50S6N
FUEL
NG
BTU/HR
INPUT
40,000
UNIFORM
ENERGY FACTOR
.69WH-1
DRINKING FOUNTAIN: ELKAY BI-LEVEL SIMILAR TO
EZSTL8LC 1-1/2"2"
HB-1 HOSE BIB: COMMERCIAL GRADE KEY TYPE,
WOODFORD MODEL 65
3/4"
DF-1
(GPM)
RECIRCULATION PUMP SCHEDULE
FLOW
SERVICEUNIT VOLTAGE(FT)
HEAD.
HOT WATER RECIRC 1.5 10
AND MODEL
MANUFACTURER
TACO 006-ST4-PNP115/1/60
HP
1/40CP-1
FS-1
S-1
S-2
S-3 HANDWASH SINK: BIRD BATH STYLE , BRADLEY WF2703
WC-1 WATER CLOSET: AMERICAN STANDARD 215AA.104.020, OPEN
SEAT, BALL VALVE, STAINLESS STEEL HOSE
1/2"1/2"1-1/2"2"
1/2"1/2"1-1/2"2"
1/2"1/2"1-1/2"2"
1-1/2"2"
RESTROOM SINK: KOHLER K-2005, MOEN 8425 FAUCET, GRID
DRAIN,STAINLESS STEEL HOSES, BALL VALVE, ADA PIPE JACKET
FLOOR SINK: ZURN FD2375
BREAK ROOM SINK: ELKAY DSEP1515C SINK, MOEN 7864
FAUCET, STAINLESS STEEL HOSES, BALL VALVE, P-TRAP, BASKET
STRAINER
EW-1 EYE WASH / SHOWER STATION: BRADLEY- S19314BFSS
WITH MIXING VALVE FOR TEPID SYSTEM
1/2"1/2"
JANITOR SINK: REGENGY 600S/2323X, WITH MOEN 8230
FAUCET AND GRID DRAIN
3/4"HB-2 HOSE BIB: INDOOR TYPE, WOODFORD MODEL 24P
FLOOR DRAIN DETAIL
12" TRAP PRIMER
CONNECTION OUTLET
TO
P-TRAP
CEMENT BED
TILE FLOOR
FLOOR DRAIN
1/2" BELOW THE FINISHED GRADE OR THE FINISHED FLOOR
CONCRETE FILL
STRUCTURAL SLAB
ALL FLOOR DRAINS SHALL HAVE A
TRAP PRIMER OR A TRAP SEAL.
INSTALL DEEP DEEP SEAL P-TRAPS
ON ALL FLOOR DRAINS
NO SCALECLEANOUTS DETAIL
FINISHED FLOOR
J.R. SMITH 4020 NICKEL BRONZE
TOP FLUSH WITH TOP OF FINISHED
FLOOR.
BALANCE OF PIPING
SAME AS COTG.
FLOOR CLEANOUT (FCO)
CHROME WALL COVER
AND BRASS SCREW
FINISHED FLOOR
MAY EXTEND AS
WASTE OR VENT
CLEANOUT TEE
WITH PLUG
WALL
BALANCE OF
PIPING SAME
AS COTG.
WALL CLEANOUT (WCO)
CLEANOUT TO GRADE (COTG.)
J.R. SMITH 4020 NICKEL BRONZE
TOP, FLUSH WITH FINISHED GRADE
FINISHED GRADE
16" sq. CONCRETE PAD
TROWEL SMOOTH AND
BEVEL EDGES.
NO SCALE
CABLE
RESTRAINT
PIPE
HANGER ROD
PIPE
INSULATION
CABLE RESTRAINT
SHEET METAL
SADDLE RIGID BLOCK
TYPE INSULATIONSIDE VIEW
COPPER AND GALV. PIPE
SIDE VIEW BLACK PIPE
END VIEW
END VIEWPROVIDE RIGID BLOCK
TYPE PIPE INSULATION
AT ALL HANGERS AND
SUPPORTS
SLEEVE W. I.D.
1/4" LARGER THAN
BOLT
HANGER
HANGER ROD
ANGLE BRACKET
SEISMIC CABLE
RESTRAINT
BOLT TO ANGLE
ANGLE BRACKET
PIPE INSULATION
WELD TO PIPE
NOTE:
SEE STRUCTURAL NOTES FOR DEFERRED
SUBMITTAL FOR SEISMIC BRACING
FLOOR DRAIN
TRAP PRIMER
FITTING
FINISHED FLOOR
12" (SOFT "K" COPPER
NO JOINTS UNDER FLOOR)
INSULATE WITH 12" ARMAFLEX
INSULATED PIPING
SHUT-OFF VALVE
TYPICAL FIXTURE
AUTOMATIC TRAP PRIMER
SUCH AS J.R. SMITH
2699A1-CP WITH VACUUM
BREAKER. PRIMER LOCATED
IN PLUMING CLOSET.
COLD WATER SUPPLY
FIXTURE DRAIN
ALL PIPE WALL
PENETRATIONS
SHALL HAVE
ESCUTCHEONS
TURNBUCKLE
THRU-BOLT
WOOD
JOIST
ANGLE
EYE-
BOLTS
I-BEAM
CLAMPS
U-BOLTS
ADJUSTABLE
PIPE STAND
U-BOLTS
ANGLE
TURNBUCKLE
INSERTS
WELDED STEEL
WALL BRACKET
STEEL OFFSET
WALL BRACKET
U-BOLTS
CINCH ANCHORS
(TYP.)U-BOLTS
TRAP PRIMER DETAIL NO SCALE
PIPE HANGER W/ RESTRAINTS DETAIL NO SCALE TYPICAL PIPE SUPPORT DETAIL NO SCALE
HOT WATER RECIRCULATION SCHEMATIC NO SCALE
DHR
DCW
TEMPERED
WATER
RETURN
DOMESTIC
COLD WATER
1-1/2"
3/4"
3/4"
3/4"
3/4"
LOCKABLE BALL VALVE
TO BE LOCKED OPEN
BALANCE VALVE
THERMOMETER
CIRCULATING
PUMP
WATER HEATER DETAIL NO SCALE
WATER HEATER
EXPANSION TANK
ST-5
ROUTE RELIEF PIPING TO DRAIN
PAN BELOW WATER HEATER
T & P RELIEF
VALVE
INSTALL HEAT TRAPS ON
WATER HEATER TANK
SHUT OFF VALVE
(TYPICAL)
SET HEATER WITH A 4" DEEP
GALVANIZED SHEET METAL DRAIN
PAN
ROUTE 3/4" COPPER PAN DRAIN
LINE TO FLOOR DRAIN BELOW
3/4"
120
°
F
H
W
CIRCULATING
PUMP (CP-1)
HWR
MIXING VALVE
WATER PRESSURE REG. STATION DETAIL NO SCALE
TO FIXTURES
FLOOR
1-1/2" BALL
VALVE (TYP.)
PRESSURE
GAGE, 0-120 PSI,
LIQUID FILLED
(TYP.)
TO
S
T
R
E
E
T
1-1/2"
BUILDING
WATER
LINE
1-1/2" Ø PIPE
1-1/2" Ø
1-1/2"
PRESSURE
REDUCING
VALVE1-1/2" BACKFLOW
REDUCE PRESSURE
DEVICE
NOTE:
INSTALL DOUBLE CHECK OR
REDUCED PRESSURE BACKFLOW
DEVICE AS REQUIRED BY CODE.
FIRE RISER DETAIL NO SCALE
VANE-TYPE WATERFLOW
DETECTOR
TEE CONNECTION
SYSTEM WATER GAGE
STANDARD CHECK VALVE
MAIN DRAIN VALVE
SUPPLY WATER GAGE AND
VALVE
TAMPER SWITCH
CONTROL VALVEAUTOMATIC DRIP VALVE
CHECK VALVE
FIRE DEPARTMENT
CONNECTION
DRAIN OUTLET
FOR REFERENCE ONLY. SYSTEM
SHALL BE DESIGNED AND BUILT
BY AN FIRE SPRINKLER IDAHO
LICENSED CONTRACTOR
DOUBLE CHECK
BACKFLOW VALVE
TO LANDSCRAPE
STOP & WASTE
VALVE
IRRIGATION
3/4" Ø
VERIFY WITH SITE
CONTRACTOR
Date
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P3.0
Plumbing Schedules
Ne
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B
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i
n
g
f
o
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:
Re
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b
u
r
g
,
I
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a
h
o
TB
D
07-21-2022
Mo
u
n
t
a
i
n
W
e
s
t
Gate City
E NG INE E RI NG S ER V IC E S
3 4 0 E . C L A R K S T .
, P O C A T E L L O ,I D 8 3 2 0 1
2 0 8 .2 2 1 .9 5 0 6
PROJECT # 2238
ELECTRICAL SPECIFICATIONS
1. INTENT:
Provide and install complete and operable electrical systems
including but not not limited to; lighting, power, receptacles,
data, fire alarm ande etc.
Provide all required connections to all Mechanical and
Plumbing equipment, as indicated and required, including all
conduits, wiring and controls. Coordinate with mechanical
contractor and drawings.
2. COMPLIANCE WITH CODES:
All work and material shall comply with all applicable codes,
safety orders, laws, ordinances and regulations of governing
authorities and other agencies having jurisdiction including
regulations of the State and Local Fire Marshall, unless
detailed as specified to a more restrictive standard or higher
requirement.
3. INTERPRETATION OF DRAWINGS:
The electrical drawings are essentially diagrammatic in that
all provisions necessary to conform to structural,
architectural, mechanical and plumbing systems can not be
shown. All installations shall be adjusted as necessary to
conform and to avoid obstructions, without additional cost to
the owner.
All work, material and equipment called for by notes,
schedules or otherwise indicated on the drawings shall be
furnished and isntalled as though fully set forth in these
specifications.
4. VISITING THE SITE:
Contractor shall visit the site and become acquainted with
conditions to be encounterd. Extra funds will not be allowed
due to failuer to examine the site and to included existing
conditions in bid price.
5. COORDINATION WITH UTILITIES:
These plans have been prepared without utility company
comments. The contractor shall verify exact requirements for
the electrical, telephone and communication services with the
utility company representatives and provide all work and pay
all costs for a complete and operating systems, as directed by
the governing utilities.
6. MATERIALS AND WORKMANSHIP:
All workmanship shall be performed by skilled electricians
using the best standard practives of the trade. All materials
shall, unless otherwise noted, be new and in perfect
condition and working order. All material for similar uses shall
be of the same type, material and manufacturer for ease of
future maintaenance.
All equipment shall be readily accessible for maintenance and
repairs. All materials, fixtures and equipment shall be
covered or sealed upon installation so as to provide for safety
and to insure that operation and appearance will be
maintained after subsequent construction operations.
7. EXECUTION:
Raceway installation: Seperate underground conduits in a
common trench 4" minimum horizontally, 12" minimum from
other utility lines. Minimum conduit depth shall be 18".
Coordinate conduit installation with pipes, steel, footings and
ducts installed by other trades. Install conduit runs exposed to
view parallel or at right angles to structural members, walls or
building lines. Support conduit with one-hole malleable factory
made pipe straps, fastended with screws.
8. OPERATING AND ADJUSTING:
The owner reserves the right to operate any systems of
equipment prior to final comletion and acceptance of the work.
Such perliminary operation shall not be construed as an
acceptance of any work.
Each piece of equipment and all of the systems shall be
adjusted to insure proper functioning and shall be left in first
class operating condition.
9. CUTTING AND PATCHING:
Do all drilling and cutting as necessary for installation of
equipment or conduit. Cutting or drilling of structure is only
permitted with prior approval of the owner and structural
engineer.
Where cutting and patching of work is necessary, use the
same materials, workmanship and finish to neatly match all
surrounding work.
10. CONDUIT:
All conduit material and installation methods shall be as
allowed by the NEC, local AHJ and as directed by the
owner.
11. CONDUCTORS:
Type THWN or THHN copper wire insulated for 600V.
Smallest wire shall be #14 AWG unless noted otherwise.
All wiring shall be Copper unless indicated otherwise.
Type MC cable shall be permitted provided it is installed in
concealed spaces and installation complies with the Local
AHJ and NEC requirements.
Use "Ideal Yellow" pulling compound for all wire pulls.
Use Scotchlock connectors for all splices in #12 wire and
tape bolted pressure connectors for larger wire.
12. GROUNDING:
All conduit, branch circuits, feeders and etc. shall be
provided with a grounding conductor. All grounding
conductors shall be insulated and green in color, size as
shown.
13. WIRING DEVICES:
Devices shall be Standard type, Specification grade, color
as selected by owner. Decora style devices are prohibited.
Utilize GFCI and Tamper-proof devices in all locations as
defined by the NEC.
Wiring devices shall be as installed as allowed by the
NEC, local AHJ.
14. DEVICE PLATES:
Devices plate type and color shall be as directed by owner
and as required by the NEC.
15. LIGHTING FIXTURES:
As selected by owner and/or indicated in schedules. All light
fixtures shall be installed and connected by the Electrical
Contractor.
16. SERVICE EQUIPMENT & PANELBOARDS:
Service Equipment: Shall be rated as such and shall comply
with local utility co. requirments. .
Panelbards: Shall be provided with typed writtend directories
indicating loads being served.
Maintain all required clearances around equipment as
required by the NEC.
All equpment dimensions to be field verified.
17. CLEAN-UP:
Upon completion of the work, prior to final inspection,
thoroughly clean all exposed fixtures, trim and equipment
and leave the entire installation in a neat, clean and usable
condition. Remove all cement, paint, grease, oil and other
foreign substances.
18. TEST:
Test all conductors for shorts, opens, grounds or other
defects. Correct any defective work and re-test.
Demonstrate continuous satisfactory operation of all
electrical systems and equipment.
Provide training to the owner on electrical systems as
needed for owner operation and maintenance of building.
19. GUARANTEE:
Prior to final acceptacne of the project, deliver to the owner
a written one year guarantee on all workmanship, materials
and equipment and agree to repair or replace all such
defective items promptly that may occure during the
warranty period; including repair or replacement of the
premises that may be damaged due to faulty work and
materials furnished under contract.
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
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
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, LOW VOLTAGE SWITCHPOD OR DIMMER
SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND
ADDITIONAL INFORMATION.
SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION)
SWITCH SUBSCRIPTS
3 3-WAY SWITCH
4 4-WAY SWITCH
D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES)
F 7-DAY PROGRAMMABLE TIMER SWITCH
(INTERMATIC MODEL EI500WC 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 (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION)
PUSHBUTTON STATION
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:
###_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/CABLE TRAY, TERMINATE WITH INSULATED
THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED)
WALL/FLOOR ELECTRICAL PATHWAY SLEEVE;
INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE
ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO
AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED
E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRE RATINGS.
(qty) = QUANTITY OF SLEEVES AT LOCATION
EP2 = 2" HILTI SPEED SLEEVE CP-653-BA
EP4 = 4" HILTI SPEED SLEEVE CP-653-BA
###
FB#
_D-X
ELECTRICAL FLOORBOX
REFER TO "ELECTRICAL FLOORBOX SCHEDULE" FOR INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)
TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY
### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION.
_= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW)
INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING
SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS.
WALL
###
FLOOR
(qty)
(qty)
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
WAP
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
WIRELESS ACCESS POINT
WITH
WITHOUT
WEATHERPROOF
TRANSFORMER
A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL
EQUIPMENT AND ELECTRICAL CONNECTIONS.
B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL
PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL.
C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE.
ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED.
D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING
TYPES, ETC.
E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT.
F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN.
G. 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.
H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED
FEES.
J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS.
K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS
SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT
ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO
BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.
L. 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.
M. 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.
N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE:
1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA
CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND
CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION.
PROJECT GENERAL 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:
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
CA
B
.
D
I
M
E
N
S
I
O
N
S
PE
R
A
R
C
H
.
D
E
T
A
I
L
6"
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
ELECTRICAL EQUIP. CLEARANCE
ELECTRICALEQUIPMENT
NO
T
E
#
1
N O T E #4
NOTE#3
NOTE#2
NOTES:
1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT.
2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS
GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES.
3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE
THE FINISHED FLOOR.
4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE
PARTS ON BOTH SIDES OF THE WORKING SPACE.
GENERAL NOTES:
A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT.
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
BO
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P.E. #:2265
7/20/22
ELECTRICAL
SYMBOLS & DETAILS
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SCALE: NONEARECEPTACLE MOUNTING DETAIL
nLIGHT CONTROL SYMBOL SCHEDULE
SYMBOL DESCRIPTION
nLIGHT CEILING MOUNTED SENSOR, SEE nLIGHT SYSTEM
SCHEDULE FOR ADDITIONAL INFORMATION.S n##
n##B nLIGHT BACKBONE DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL
INFORMATION.
n##R nLIGHT RELAY/POWER PACK DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL
INFORMATION.
n##RP nLIGHT RELAY PANEL, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL INFORMATION.
nLIGHT SWITCH MOUNTED DEVICE, SEE nLIGHT SYSTEM SCHEDULE FOR ADDITIONAL
INFORMATION.
n##
GREEN, CAT-5e PATCH CABLE (LENGTH AS REQUIRED), PLENUM RATED.
• CABLE SHALL BE INSTALLED IN 3/4" CONDUIT WHERE IT CANNOT BE INSTALLED IN AN
ACCESSIBLE CEILING SPACE.
• PROVIDE A MINIMUM OF 2FT SLACK BETWEEN ALL DEVICES AND FIXTURE
CONNECTION POINTS.
0-10V DIMMING WIRING, UTILIZE 1/2" CONDUIT WITH (2) #18 AWG.
VIOLET FOR POSITIVE, GREY FOR NEGATIVE
1. E.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL LIGHTING CONTROL
COMMISSIONING/PROGRAMMING OF ALL nLIGHT COMPONENTS. THE
COMMISSIONING/PROGRAMMING SHALL BE DONE BY A nLIGHT CERTIFIED TECHNICIAN.
2. E.C. SHALL NOTIFY OWNER 1-WEEK PRIOR TO COMMISSIONING/PROGRAMMING OF THE SYSTEM SO
THAT THE OWNER CAN PROVIDE REPRESENTATIVES DURING THE COMMISSIONING/PROGRAMMING
PERIOD.
GENERAL LIGHTING NOTES:
NOTE: ALL SYMBOLS MAY NOT BE USED
SCALE: NONEBRECESSED LIGHT FIXTURE DETAIL
FE
SCPC
WP1 WP1
SCD1
SCD1
SCD1
D1
D2
D2
D2
D2SCD2
S CD2
n4
n4
n4
n4
WD
D
D1
D1
n1
S CD1
D1
SCD7
1 2 3 4 5 6 7 8 9 10
A
B
C
D
(TYP)F4
RR
BREAK
SERVICE
MANAGER
SERVICE
RR
OFFICE
PARTS
LOBBY
GALLERY
SHOP
F5
F5
NLF1E
F1 NLF1E
F1
(TYP)F1
(TYP)F1
F6E
F6E
(TYP)F7
FX1
FX2
FX2
FX1
FX1
FX1
FX1
F6
F6
F7E
F7E
F7E
F6E
F6
F6
(TYP)F7
'LA'
'LCP'F3E
F3E
F3E
F3E
F3E
F3E
F3E
(TYP)F3
F3E
F3E
F3E
F3E
F3E
(TYP)F3
(TYP)F3
TO 'LPC'
LA-1
1
LA-3
#8's
1 LA-5
#8's
1
LA-13
LA-13
LA-13
LA-13
LA-13
LA-13 LA-13
(TYP)F8
(TYP)F8
F8
(TYP)F8
(TYP)F9
LA-13
LA-13
TO 'LPC'
LA-7
1
LA-9
1
F10E
11' -6"
F10E
11' -6"
F10E
11' -6"FX3
FX3
FX3
F11
18' -0"
F11
18' -0"
F11
18' -0"
F11
18' -0"
F11
18' -0"
F11
18' -0"
F11
18' -0"
LA-111
LA-11
LA-11 LA-11 LA-11 LA-11
LA-11
LA-11LA-11LA-11
3 4
A
B
C
D
UPPER
OFFICE
STORAGE
F1F1EF1
(TYP)F2
(TYP)F2
LA-15
LA-15
LA-15
AIRCRAFT CABLE "Y" HANGER
(TYP BOTH ENDS OF FIXTURE"
AIRCRAFT CABLE ANCHORED
SECURELY TO STRUCTURE ABOVE
LEVEL W/ BOTTOM
OF TRUSSES
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
BO
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T
H
Date
Sheet No.
A
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P.E. #:2265
7/20/22
LIGHTING PLANS
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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:#
16'8'0"SCALE: 1/8" = 1'-0"1 MAIN FLOOR LIGHTING PLAN
LIGHTING FIXTURE SCHEDULE
TYPE DESCRIPTION MOUNTING VOLTAGE LUMENS
COLOR
TEMP.(K) MFGR.CATALOG #
APPROVED
MFGR'S NOTES
F1 2X2 LED FLAT PANEL, 0-10V DIMMING, FIELD SWITCHABLE RECESSED 120-277 MED 4000 LITHONIA CPX 2X2 AL07 M4 COOPER 1
F1E 2X2 LED FLAT PANEL,0-10V DIMMING, FIELD SWITCHABLE, EMERG. BATTERY PACK RECESSED 120-277 MED 4000 LITHONIA CPX 2X2 AL07 M4 IE10WCP COOPER 1
F2 HIGHBAY LED, AIRCRAFT CABLE SUSPENSION SUSPENDED 120-277 15000 4000 LITHONIA IBG-15000LM-SEF-PFL-GND-MVOLT-GZ10-40K-80CRI-SCBA-IBGACVH COOPER 1,3
F3 HIGHBAY LED, AIRCRAFT CABLE SUSPENSION SUSPENDED 30FT AFF 120-277 24000 4000 LITHONIA IBG-24000LM-SEF-PFL-GND-MVOLT-GZ10-40K-80CRI-SCBA-IBGACVH COOPER 1,3
F3E HIGHBAY LED, AIRCRAFT CABLE SUSPENSION, EM. BATTERY PACK SUSPENDED 30FT AFF 120-277 24000 4000 LITHONIA IBG-24000LM-SEF-PFL-GND-MVOLT-GZ10-40K-80CRI-SCBA-E10WCP-IBGACVH COOPER 1,3
F4 6" ROUND RECESSED LED CAN, 0-10V DIMMING RECESSED 120-277 2000 4000 LITHONIA LDN6-40/20-LO6AR-LSS-MVOLT-EZ10 COOPER 1
F5 4FT LED SURFACE WRAPAROUND FIXTURE SURFACE 120-277 4000 4000 LITHONIA FML4W 48 AL06 SEF 840 MVOLT COOPER
F6 8FT LED STRIP, 0-10V DIMMING SURFACE OR SUSPENDED 120-277 8000 4000 LITHONIA CLX-L96-8000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI COOPER
F6E 8FT LED STRIP, 0-10V DIMMING, W/ EM BATTERY PACK SURFACE OR SUSPENDED 120-277 8000 4000 LITHONIA CLX-L96-8000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI-PS1050 COOPER
F7 4FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 4000 4000 LITHONIA CLX-L48-4000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI COOPER
F7E 4FT LED STRIP, 0-10V DIMMING SURFACE/ SUSPENDED 120-277 4000 4000 LITHONIA CLX-L48-4000LM-SEF-RDL-MVOLT-GZ10-40K-80CRI-PS1050 COOPER
F8 PENDANT LINEAR LED, AIRCRAFT CABLE SUSPENSION, 0-10V DIMMING SUSPENDED 12FT AFF 120-277 1250LM/FT 4000 FOCAL
POINT LTG
FSM4LS-FL-1250LF-40K-1C-UNV-LD1-C96**-SCBA-(PER DWG'S) COOPER 1,2,3,4
F9 PENDANT LINEAR LED, AIRCRAFT CABLE SUSPENSION, 0-10V DIMMING SUSPENDED 12FT AFF 120-277 375LM/FT 4000 FOCAL
POINT LTG
FSM4LS-FL-375LF-40K-1C-UNV-LD1-C96**-SCBA-(PER DWG'S) COOPER 1,2,3,4
F10E EXTERIOR LED WALL PACK, EMERG. BATTERY PACK WALL 120-277 4500 4000 LITHONIA WDGE2 LED-P4-40K-80CRI-VW-MVOLT-E20WC-SCBA COOPER 3
F11 EXTERIOR LED WALL PACK WALL 120-277 18000 4000 LITHONIA WDGE4 LED-P3-40K-80CRI-R3-MVOLT-SCBA COOPER 3
FX1 EXIT SIGN W/ 90MIN BATTERY,THERMOPLASTIC, GREEN LED, SINGLE/DOUBLE FACE WALL OR CEILING 120-277 N/A N/A LITHONIA LQM-S-W-3-G-20/277-EL N COOPER
FX2 EXIT SIGN/EM LIGHT COMBO W/ 90MIN BATTERY,THERMOPLASTIC, GREEN LED,
SINGLE/DOUBLE FACE
WALL OR CEILING 120-277 N/A N/A LITHONIA LHQM LED-G-SD COOPER
FX3 WALL MOUNTED EXTERIOR EMERGENCY EGRESS LIGHT, W/HEATER WALL ABOVE DOOR 120-277 N/A N/A LITHONIA AFF-OEL-SCBA-UVOLT-LTP-SDRT-WT-CW DUAL-LITE
LIGHTING CONTROL/OCCUPANCY SENSOR SCHEDULE
TYPE DESCRIPTION MFGR. CATALOG # NOTES APPROVED EQUALS
DIMMER SWITCHES - LINE VOLTAGE
D1 LINE VOLTAGE 0-10V DIMMER, ON/OFF/DIMMING PUSH-BUTTONS SENSOR SWITCH sPODMRA-D-** 2,3,4
D2 LINE VOLTAGE 0-10V DIMMER FOR MULTI-WAY OPERATION, ON/OFF/DIMMING PUSH-BUTTONS SENSOR SWITCH sPODMRA MWO-D-** 2,3,4
LIGHTING CONTROL PANELS
'LCP' SURFACE MOUNTED, 8-RELAY DIGITAL RELAY PANEL, W/nLIGHT INTERFACE ACUITY BRANDS ARP INTENC08
NLT/8SPR/MVOLT/SC/SM/DTC
6 COOPER, WATTSTOPPER, LEVITON
nLIGHT DEVICES
n1 nLIGHT ON/OFF PUSHBUTTON SENSOR SWITCH nPODM 3
n4 nLIGHT ON/OFF PUSHBUTTON, 4-CHANNEL SENSOR SWITCH nPODM-4P 3
OCC. SENSORS - CEILING (LINE VOLTAGE)
CD2 DUAL-TECHNOLOGY, LINE VOLTAGE, SMALL MOTION 800W MAX LOAD SENSOR SWITCH CMR PDT 9 COOPER, WATTSOPPER, HUBBELL
OCC. SENSORS - CEILING (LOW VOLTAGE)
CD1 DUAL-TECHNOLOGY, SMALL MOTION 360 DEGREE COVERAGE, LOW VOLTAGE, W/ISOLATED RELAY SENSOR SWITCH CM PDT 9 R 1 COOPER, WATTSTOPPER, HUBBELL
CD7 DUAL-TECHNOLOGY, CORNER MOUNT WIDE VIEW, LOW VOLTAGE, W/ISOLATED RELAY SENSOR SWITCH WV PDT 16 R (KIT) 1 COOPER, WATTSTOPPER, HUBBELL
CPC ON/OFF & AUTOMATIC DIMMING PHOTOCELL SENSOR SWITCH CM PC ADC 1 COOPER, WATTSTOPPER, HUBBELL
OCC. SENSORS - WALL MOUNTED
WDD DUAL-TECHNOLOGY, 0-10V DIMMING SENSOR SWITCH WSX-PDT-D 2,5 COOPER, WATTSTOPPER, HUBBELL
WP1 PASSIVE-INFRARED, 1-POLE, NEUTRAL REQUIRED SENSOR SWITCH WSX-** 2 COOPER, WATTSTOPPER, HUBBELL
SCALE: 1/8" = 1'-0"2 MEZZANINE FLOOR LIGHTING PLAN
16'8'0"
1 ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL
(LCP); REFER TO LIGHTING CONTROL/OCCUPANCY
SENSOR SCHEDULE FOR ADDITIONAL INFORMATION.
PROVIDE ADDITIONAL UN-SWITCH LEG AS NEEDED FOR
CONNECTION TO BATTERY PACK OF EMERGENCY
FIXTURE(S) (F#E).
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 (GRAY & VIOLET) BETWEEN SWITCH AND LIGHT FIXTURES FOR DIMMING CONTROL.
6. PROGRAM ON/OFF TIMES OF RELAY'S AS DIRECTED BY OWNER. PROVIDE COMMISSIONING AS INDICATED IN GENERAL NOTES BELOW.
7. CUSTOM WALL STATION ENGRAVINGS IS REQUIRED FOR WALL STATION(S) AND SHALL BE SPECIFIED/COORDINATED WITH OWNER AFTER PROGRAMING OF SYSTEM.
CONTROL & OCCUPANCY SENSOR SCHEDULE NOTES:
• E.C. SHALL BE RESPONSIBLE FOR THE PROGRAMMING/COMMISSIONING OF THE LIGHTING CONTROL SYSTEMS TO FUNCTION AS INDICATED ON THE DRAWINGS AND SHALL INCLUDE ALL REQUIRED COST IN
THE BASE BID. FOR AREAS WITH DAYLIGHTING CONTROL, 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.
GENERAL LIGHTING CONTROL NOTES:
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 LENGTH AS INDICATED ON DRAWINGS.
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 OWNER.
LIGHT FIXTURE SCHEDULE NOTES:
• LIGHTING FIXTURES INDICATED IN SCHEDULE ARE BASIS OF DESIGN, ALTERNATE MANUFACTURERS SHALL BE PRE-APPROVED BY ADDENDUM. ALTERNATE MANUCATURERS SHALL SUBMIT PER-
APPROVALS TO ENGINEER A MINIMUM OF 10 DAYS PRIOR TO PROJECT BID DATE.
GENERAL LIGHTING SCHEDULE NOTES:
SCALE: NONEALIGHT FIXTURE HIGHBAY MOUNTING DETAIL
FE
MM
T
MM
T
MM
T
MM
T
MM
T
MM
T
MM
T
MM
T
FB2F
FB2F
FF
FP
MM
T
MM
T
MM
T
MM
T
1 2 3 4 5 6 7 8 9 10
A
B
C
D
WP WP WP WP WP WP
WP
WPWPWPWP
WP
1 1 1
1
1111
2
'MDP''LA'
'LB'
'LC'
3
'TTB'
WPWPWP
4
(A/E2.0)
5
5
5
5
5
6 6
5
5
5
7
1"C
1"C
42"
EWC
RR
BREAK
SERVICE
MANAGER
SERVICE
RR
OFFICE
PARTS
LOBBY
GALLERY
SHOP
42"
AC
48"48"48"48"48"48"
48"
48"
48"48"48"48"48"48"
48"
48"
48"
48"
48"
W
W
WP
AIR
COMPRESSOR
60 A/NEMA 3R
8
BRIDGE
CRANE
60 A/NEMA 1
8
99
CU-1 CU-2 CU -3
LB-14 LB-16#10's
LC-14#10's
LC-12
LC-10#10's
LB-12#10'sLB-18#10's
LA-27
LA-17
LA-16
LA-12
LA-12
LA-10
LA-10
LA-10
LA-12
LA-12
LA-14LA-14
LA-12
LA-16 LA-16
LA-18
LA-10
LA-8 LA-8
LA-8
LA-8
LA-28
LA-28
LA-28
LA-12
LA-8
LA-18
LA-18
LA-18
LA-18
LA-20
LA-24
LA-22
LA-6
LA-6
LA-6
LA-20
LA-6 LA-6
LA-20LA-20
LA-22
LA-22
LA-20
LA-24
LA-24
LA-24LA-24
LA-26
LA-22
LA-2LA-2LA-4LA-4LA-6LA-8
LA-10
LA-25
LA-16
LA-24
LA-23
LA-26
LB-2
LB-6 LB-37,39,41#6's
LB-6
LB-6
LB-8
LB-8
LB-8
LB-10
LB-10
LB-10 LC-8
LC-8
LC-8 LC-8
LC-6
LC-40,42#6's
LC-6
LC-36,38#6's
LC-4LC-2
LC-37,39,41#6's
LC-2
LC-2
LC-2LB-4
LB-4
LB-4LB-2
LB-2
10
AHU-1
HVLS-1 HVLS-2
MOTORIZED
DAMPER
LB-8
CONTROL AS
DIRECTED BY MECH.
CONTRACTOR
MOTORIZED
DAMPER
LB-2
CONTROL AS
DIRECTED BY MECH.
CONTRACTOR
PTAC-1
LA-26
CH-1
CH -2
3 4
A
B
C
D
UPPER
OFFICE
STORAGE
WH-1
LA-51,53#10's
LA-19
LA-19
LA-19
LA-19
LA-21LA-21
LA-21
LA-21 LA-21
LA-21
F-1
F-2
F-3
CP-1
LA-19
UH-1
LA-19
PTAC-2
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
INCOMING UTILITY
SERVICECONDUIT(S)
WITH INSULATED BUSHING.
SEE SITE PLAN FOR SIZE & QTY
GROUND BAR
(SQ. D #PK27GTA)
COMM. UTILITY CO.
EQUIPMENT
INSTALL INSULATED BUSHING
ON ALL CONDUIT ENDS.
TYP TOP & BOTTOM
UNISTRUT ANCHOR
TYP TOP & BOTTOM
WALL MOUNTED RACK
ORTRONICS# OR-604045451
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
BO
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Date
Sheet No.
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:
P.E. #:2265
7/20/22
POWER/DATA PLANS
Mo
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07-20-2022
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E2.0
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:#
SCALE: 1/8" = 1'-0"1 MAIN FLOOR POWER/DATA PLAN
16'8'0"
1 CONNECTION TO OVERHEAD DOOR MOTOR, COORDINATE
CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN.
PROVIDE CONDUIT AND CONDUCTORS TO PUSH-BUTTON
STATION PER MANUFACTURERS REQUIREMENTS.
2 CT CAN AND METER BASE MOUNTED ON BUILDING. SEE
POWER RISER FOR ADDITIONAL INFORMATION.
3 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR
ADDITIONAL INFORMATION.
4 (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
5 INSTALL RECEPTACLE WITHIN 18" OF THE TOP OF THE
WINDOW IN ACCORANCE WITH NEC 210.62.
6 CONNECTION TO AUTOMATIC DOORS; FIELD VERIFY
CONNECTION LOCATION AND REQUIREMENTS WITH
EQUIPMENT INSTALLERS. PROVIDE ALL REQUIRED
ROUGH-IN AND CONNECTIONS TO PUSH-BUTTONS IF
APPLICABLE.
7 RECEPTACLE(S) AND DATA OUTLET(S) INSTALLED IN
MILLWORK. E.C. SHALL ROUTE POWER AND DATA CONDUIT
UNDERGROUND AND STUB-UP INTO MILLWORK. FIELD
VERIFY EXACT STUP UP LOCATIONS WITH MILLWORK AND
OWNER PRIOR TO ROUGH-IN.
8 FUSE DISCONNECT SWITCH PER EQUIPMENT NAMEPLATE.
9 CONNECT EXHAUST FAN TO ROOM LIGHTING CIRCUIT AND
CONTROL WITH LIGHTING
10 PROVIDE AND INSTALL (2) 2" SPARE CONDUITS STUB OUT
OF BULDING FOR FUTURE WASHBAY BUILDING AND
MONUMENT SIGN. E.C. SHALL FIELD VERIFY STUB OUT
LOCATION WITH OWNER AND G.C. PRIOR TO INSTALLATION.
SCALE: 1/8" = 1'-0"2 MEZZANINE FLOOR POWER/DATA PLAN
16'8'0"SCALE: NONEATELEPHONE TERMINAL BOARD (TTB) DETAIL
ELECTRICAL FLOORBOX SCHEDULE
ID DESCRIPTION MFGR. FLOORBOX p/n COVERPLATE p/n
POWER
DEVICES
DATA
DEVICES NOTES
FB2F 2-GANG, MULTI-SERVICE CONCRETE
FLOORBOX, W/FLUSH STYLE
RECTANGULAR COVER, 3" MIN. POUR
HUBBELL CFB2G30CR 24GTCVRXXX (1) DUPLEX
RECPT.
PER
OWNER
1,2,3
1. PROVIDE REQUIRED SUB-PLATES FOR INSTALLATION OF POWER, DATA AND AV DEVICES.
2. E.C. SHALL FIELD LOCATE EXACT PLACEMENT OF FLOORBOX WITH ARCHITECT/OWNER PRIOR TO INSTALLATION.
3. PROVIDE CONDUIT (SIZE AS INDICATED ON DRAWINGS) TO ACCESSIBLE CEILING SPACE FOR ROUTING OF DATA AND/OR
LOW VOLTAGE CABLING.
FLOORBOX SCHEDULE NOTES:
SHOP SPECIAL NOTES:
• ALL WIRING METHODS AND DEVICES LOCATED IN SHOP AND
AREAS OPEN TO THE SHOP SHALL CONFORM TO NEC
ARTICLE 511, SECTION 501.15 and 210.8(B).
• ALL SURFACE RACEWAY INSTALLED BELOW 6'-0" AFF SHALL
BE RIGID GALVANIZED STEEL CONDUIT.
• PROVIDE AND INSTALL CONDUIT SEAL-OFFS TO COMPLY
WITH NEC SECTION 511, 501.15 AND LOCAL AHJ.
• WHERE PANELS ARE INSTALLED IN SHOP AREA,
INSTALLATION SHALL BE IN COMPLIANCE WITH NEC
ARCTICAL 511, SECTION 501.15, SECTION 240.24(A) AND
LOCAL AHJ REQUIREMENTS.
• ALL UNDERGROUND CONDUITS INSTALLED IN SHOP/LNG
BAY AREAS SHALL BE INSTALLED IN COMPLIANCE WITH NEC
ARTICLE 511 AND SECTION 501.15.
FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL CONTRACTOR.
PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL FIRE CODE
AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, VOLTAGE
DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND
INSTALLATION.
A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE
BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS
CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80"
AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON
ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT.
B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA
REQUIREMENTS.
C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS
OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES
ACCORDING TO ROOM SIZE,ETC.
E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL
PATTERN.
F. PROVIDE REQUIRED MONITORING OF FIRE SPRINKLER SYSTEM, COORDINATE WITH
FIRE SPRINKLER CONTRACTOR.
G. ALL HVLS (HIGH VOLUME LOW SPEED) FANS SHALL BE INTERCONNECTED TO FIRE
ALARM SYSTEM AND SHUT-DOWN UPON ACTIVATION OF FIRE ALARM.
FIRE ALARM SYSTEM DESIGN:
MECHANICAL - FURNACE SCHEDULE
EQUIP. ID VOLTS PH. HP FLA CIRCUIT FEEDER NOTES
F-1 120 V 1 3/4 14 A LA-42 3/4"C.,2#10+1#10G 1,4
F-2 120 V 1 1 16 A LA-44 3/4"C.,2#10+1#10G 1,4
F-3 120 V 1 1/2 10 A LA-46 3/4"C.,2#12+1#12G 1,4
MECHANICAL - CONDENSING UNIT SCHEDULE
EQUIP. ID VOLTS PH. MCA MOCP CIRCUIT FEEDER DISCONNECT NOTES
CU-1 208 V 1 32 A 50 A LA-48,50 #8'S 60 A/FUSED/3R 2,4
CU-2 208 V 1 35 A 60 A LA-52,54 #6'S 60 A/FUSED/3R 2,4
CU-3 208 V 1 17 A 25 A LA-47,49 #10'S 60 A/FUSED/3R 2,4
1. E.C. SHALL PROVIDE LOCAL DISCONNECT RATED, THERMAL-OVERLOAD SWITCH FOR EQUIPMENT;
SWITCH RATING SHALL NOT BE LESS THEN CIRCUIT BREAKER SUPPLYING EQUIPMENT.
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. EQUIPMENT IS FACTORY SUPPLYED WITH DISCONNECT AND CONVIENENCE OUTLET; E.C. SHALL
PROVIDE ALL NECESSARY CONNECTIONS.
4. 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.
5. E.C. SHALL INTERLOCK FAN WITH FIRE ALARM SYSTEMS, FAN SHALL DE-ENERGIZED UPON
ACTIVATION OF FIRE ALARM SYSTEM, COORDINATE WITH M.C. AND FIRE ALARM INSTALLER.
MECHANICAL SCHEDULE NOTES:
MECHANICAL - AIR HANDLING UNIT SCHEDULE
EQUIP. ID VOLTS PH. HP FLA CIRCUIT FEEDER NOTES
AHU-1 208 V 3 3 12 A LC-31,33,35 #12'S 3
MECHANICAL - CEILING FAN SCHEDULE
EQUIP. ID VOLTS PH. FLA CONTROL CIRCUIT FEEDER NOTES
HVLS-1 208 V 3 6 A WIRELESS CONTROLLER LB-32,34,36 #12'S 5
HVLS-2 208 V 3 6 A WIRELESS CONTROLLER LB-38,40,42 #12'S 5
MECHANICAL - PTAC SCHEDULE
EQUIP. ID VOLTS PH. WATTS FLA CIRCUIT FEEDER NOTES
PTAC-1 208 V 1 3500 W 17 A LA-39,41 #10'S
PTAC-2 208 V 1 3500 W 17 A LA-43,45 #10'S
UTILITY XFMR BY ROCKY MOUNTAIN
POWER (RMP). PAD AND VAULT
PROVIDED AND INSTALLED BY E.C.
PER RMP STANDARDS
UNDERGROUND SECONDARY;
(4) 4" CONDUIT, TRENCHING AND BACKFILL
BY ELEC. CONTRACTOR, CONDUCTORS
BY UTILITY CO.
FAULT CURRENT
CALULATIONS WERE
BASED ON
INFINITE BUS, WITH AN
ESTIMATED 300KVA
TRANSFORMER WITH
A 3.21%Z.
PANEL
'LA'
MAIN FLOOR
UNDERGROUND PRIMARY;
(2) 4"CONDUIT, TRENCHING AND BACKFILL
BY ELEC. CONTRACTOR, CONDUCTORS
BY UTILITY CO.
PANEL
'LB'
PANEL
'LC'
800A
208Y/120V,3P,4W
NEMA 3R
CT CAN
PANEL
'MDP'
GND
BAR
(3) 3"C., EA.
W/4#300
METER BASE & CT CAN
PER RMP CO.
REQUIREMENTS
GROUNDING
ELECTRODE
SYSTEM
M
(2) 2" C. FOR FUTURE
WASHBAY AND MONUMENT
SIGN
*25,972A
*19,817A *13,443A *6,324A
BLDG.
STEEL
WATER
MAIN
GROUND BAR
AT MAIN TTB
GRND
RODS
STAND-OFF GROUND BAR LOCATED
IN ELEC. RM NEXT TO SERVICE EQUIP.
GROUND BAR SHALL BE ERICO #EGBA14412CC
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
#3/0 Cu
#4
C
u
CONCRETE ENCASED
ELECTRODE
3/
4
"
C
.
,
1
#
6
C
u
#3
/
0
C
u
#3
/
0
C
u
#2
C
u
BOND
TO FIRE
SPRINKLER
RISER
#3
/
0
C
u
13053
STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP
OFESSIONALENGIN
EE
R
1823 E. Center
Pocatello, Idaho 83201
tel (208) 232-4439
www.payneengineeringinc.com
Engineering Inc.
Consulting Engineers
BO
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Date
Sheet No.
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P.E. #:2265
7/20/22
POWER RISER,
SCHEDULES &
DETAILS
Mo
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07-20-2022
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E3.0
SCALE: 12" = 1'-0"1 POWER RISER DIAGRAM
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:
POWER RISER FEEDER SCHEDULE
SOURCE LOAD
# OF CONDUIT
RUNS
CONDUIT
SIZE FEEDER SIZE
CONDUCTOR
TYPE
LOAD
AMPS
FEEDER
BREAKER SIZE
MDP PANEL LA 1 2" 3-#3/0, 1-#3/0, 1-#6 COPPER 156 A 200 A
MDP PANEL LB 1 2" 3-#3/0, 1-#3/0, 1-#6 COPPER 72 A 200 A
MDP PANEL LC 1 2" 3-#3/0, 1-#3/0, 1-#6 COPPER 104 A 200 A
FEEDER SCHEDULE LEGEND & NOTES
QTY & SIZE
OF PHASE
CONDUCTOR(S)
QTY-#PHASE SIZE, QTY-#NEUTRAL SIZE, QTY-#GROUND SIZE
QTY & SIZE
OF NEUTRAL
CONDUCTOR(S)
QTY & SIZE
OF GROUND
CONDUCTOR(S)
1. # OF RUNS INDICATES THE NUMBER OF PARALLEL RUNS FOR THE FEEDER.
2. FEEDER SIZE IN SCHEDULE IS AS INDICATED BELOW:
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 12400 VA 100.00% 12400 VA
Welder 16000 VA 87.50% 14000 VA
Receptacle 18060 VA 77.69% 14030 VA TOTAL EST. DEMAND AMPS:324 A
Other 1000 VA 100.00% 1000 VA TOTAL CONN. AMPS.:331 A
Motor 49118 VA 107.15% 52632 VA TOTAL EST. DEMAND:116830 VA
Lighting 9959 VA 100.00% 9959 VA TOTAL CONN. LOAD:119341 VA
HVAC 13978 VA 100.00% 13978 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR EST. DEMAND PANEL TOTALS
PANEL LOAD SUMMARY
TOTAL AMPS:317 A 313 A 366 A
TOTAL LOAD:38.0 kVA 37.5 kVA 43.9 kVA
23 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 24
21 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 22
19 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 20
17 0 -- 1 -- -- PREPARED SPACE 18
15 0 -- 1 -- -- PREPARED SPACE 16
13
SPARE -- 100 A 3
0 -- 1 -- -- PREPARED SPACE 14
11 14990 0 12
9 10630 0 10
7
PANEL LC 200 A 3
11890 0
3 200 A -- SPARE
8
5 19931 9019 6
3 18656 8383 4
1
PANEL LA 200 A 3
17642 8483
3 200 A PANEL LB
2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT
SERVICE ENTRANCE RATED
NOTES:
MFG/ MODEL:SQ. D/I-LINE DIMENSIONS:44"W x 11.5"D x *"H FEED:BOTTOM
ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:800 A
MOUNTING:SURFACE WIRES:4 PANEL AMPS:800 A
FED FROM:PHASES:3 PANEL TYPE:MBR Mountain West
LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:42k PROJECT:
PANEL: MDP
PAYNE ENGINEERING
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:
TOTAL ESTIMATED DEMAND AMPS:153 A
TOTAL AMPS:147 A 157 A 167 A
TOTAL LOAD:17.6 kVA 18.7 kVA 19.9 kVA
53 2250 2912 54
51
Water Heater 30 A 2
2250 2912
2 60 A HVAC
52
49 1414 2662 50
47
HVAC 25 A 2
1414 2662
2 50 A HVAC
48
45 1750 1176 1 20 A Furnace 46
43
PTAC 20 A 2
1750 1920 1 30 A Furnace 44
41 1750 1656 1 25 A Furnace 42
39
PTAC 20 A 2
1750 0 1 20 A -- SPARE 40
37 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 38
35 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 36
33 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 34
31 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 32
29 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 30
27 Overhead Door 20 A 1 1176 540 1 20 A Receptacle 28
25 Elec. Heating/Recpt. 20 A 1 617 622 1 20 A Receptacle 26
23 Elec. Heating/Recpt. 20 A 1 617 1080 1 20 A Receptacle 24
21 Receptacle 20 A 1 1080 720 1 20 A Receptacle 22
19 Receptacle 20 A 1 1293 900 1 20 A Receptacle 20
17 Receptacle 20 A 1 360 900 1 20 A Receptacle 18
15 Lighting 20 A 1 1065 1140 1 20 A Receptacle 16
13 Lighting 20 A 1 1316 1000 1 20 A Automatic Doors 14
11 Lighting - Exterior LCP 20 A 1 1030 1080 1 20 A Receptacle 12
9 Lighting LCP 20 A 1 740 900 1 20 A Receptacle 10
7 Lighting LCP 20 A 1 1425 1080 1 20 A Receptacle 8
5 Lighting - Shop LCP 20 A 1 1500 1080 1 20 A Receptacle 6
3 Lighting - Shop LCP 20 A 1 1500 360 1 20 A Receptacle 4
1 Lighting - Shop LCP 20 A 1 1500 360 1 20 A Receptacle 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT
NOTES:
MFG & 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:N/A
MOUNTING:SURFACE WIRES:4 PANEL AMPS:225 A
FED FROM:MDP PHASES:3 PANEL TYPE:MLO Mountain West
LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:22k PROJECT:
PANEL: LA
PAYNE ENGINEERING
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:
TOTAL ESTIMATED DEMAND AMPS:82 A
TOTAL AMPS:71 A 70 A 75 A
TOTAL LOAD:8.5 kVA 8.4 kVA 9.0 kVA
41 4667 730 42
39 4667 730 40
37
Bridge Crane 60 A 3
4667 730
3 20 A Shop Fan
38
35 PREPARED SPACE -- -- 1 -- 730 36
33 PREPARED SPACE -- -- 1 -- 730 34
31 PREPARED SPACE -- -- 1 -- 730
3 20 A Shop Fan
32
29 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 30
27 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 28
25 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 26
23 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 24
21 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 22
19 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 20
17 SPARE -- 20 A 1 0 1176 1 20 A Overhead Door 18
15 SPARE -- 20 A 1 0 1176 1 20 A Overhead Door 16
13 SPARE -- 20 A 1 0 1176 1 20 A Overhead Door 14
11 SPARE -- 20 A 1 0 1176 1 20 A Overhead Door 12
9 SPARE -- 20 A 1 0 540 1 20 A Receptacle 10
7 SPARE -- 20 A 1 0 590 1 20 A Receptacle 8
5 SPARE -- 20 A 1 0 540 1 20 A Receptacle 6
3 SPARE -- 20 A 1 0 540 1 20 A Receptacle 4
1 SPARE -- 20 A 1 0 590 1 20 A Receptacle 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT
NOTES:
MFG & 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:N/A
MOUNTING:SURFACE WIRES:4 PANEL AMPS:225 A
FED FROM:MDP PHASES:3 PANEL TYPE:MLO Mountain West
LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:22k PROJECT:
PANEL: LB
PAYNE ENGINEERING
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:
TOTAL ESTIMATED DEMAND AMPS:107 A
TOTAL AMPS:101 A 89 A 127 A
TOTAL LOAD:11.9 kVA 10.6 kVA 15.0 kVA
41 3833 4000 42
39 3833 4000
2 50 A G Welder
40
37
Air Compressor 60 A 3
3833 4000 38
35 1441 4000
2 50 A G Welder
36
33 1441 -- 1 -- -- PREPARED SPACE 34
31
Air Handler 20 A 3
1441 -- 1 -- -- PREPARED SPACE 32
29 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 30
27 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 28
25 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 26
23 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 24
21 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 22
19 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 20
17 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 18
15 SPARE -- 20 A 1 0 0 1 20 A -- SPARE 16
13 SPARE -- 20 A 1 0 1176 1 20 A Overhead Door 14
11 SPARE -- 20 A 1 0 1176 1 20 A Overhead Door 12
9 SPARE -- 20 A 1 0 1176 1 20 A Overhead Door 10
7 SPARE -- 20 A 1 0 720 1 20 A Receptacle 8
5 SPARE -- 20 A 1 0 540 1 20 A Receptacle 6
3 SPARE -- 20 A 1 0 180 1 20 A Receptacle 4
1 SPARE -- 20 A 1 0 720 1 20 A Receptacle 2
CKT CIRCUIT DESCRIPTION NOTE AMPS P A B C P AMPS NOTE CIRCUIT DESCRIPTION CKT
NOTES:
MFG & 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:N/A
MOUNTING:SURFACE WIRES:4 PANEL AMPS:225 A
FED FROM:MDP PHASES:3 PANEL TYPE:MLO Mountain West
LOCATION: VOLTAGE:120/208 Wye A.I.C. RATING:10k PROJECT:
PANEL: LC
PAYNE ENGINEERING
SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL
In talking with engineer,
grounding is to meet 250.66
2017 NEC requirements