HomeMy WebLinkAboutREDLINED ENGINEER PLANS - 22-00474 - Transfer Station - New Scale HouseAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Alex Owens Alex.Owens@rexburg.org 208-372-2330
Don Allen Don.Allen@rexburg.org 208-372-2174
Description : Transfer Station - New Scale House
Address : 529 Airport Rd
Application Type :
Document Filename : Madison County Transfer Station arch drawings 1-31-22.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A1.1 Free text Cody Jones : Building Open 5 Restroom to meet all ADA requirements.
A1.1 Free text Cody Jones : Building Open 5 If exterior walls are not insulated office walls will need to meet
R values required.
A1.1 Free text Cody Jones : Building Open 5 Due to sheeting building to be VB.
A1.1 Free text Cody Jones : Building Open 5 Building is located in flood plain. Flood plain certificate and
elevation required.
S1.0 Free text Cody Jones : Building Open 13 Ben M. stated Connect Eng. will be doing special inspections.
E1.0 Free text Alex Owens : Electrical Open 20 Verify wiring method to be used. All electrical work to comply
with 2017 NEC.
E2.0 Callout Alex Owens : Electrical Open 21 Available fault current calculation needed.
E2.0 Callout Alex Owens : Electrical Open 21 Ensure this AIC rating of this breaker is sufficient
# 22-00474
New Commercial Building
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 07.25.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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Building is located in flood plain.
Flood plain certificate and elevation
required.
Restroom to meet all ADA requirements.
Due to sheeting building to be VB.
If exterior walls are not insulated
office walls will need to meet R
values required.
JR
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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
RMSDBPIF21-294
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NSED
STRUCTURAL ENGINEERING
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.
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 = 0.152, SS = 0.470
DESIGN SPECTRAL RESPONSE
ACCELERATIONS SD1 = 0.222, SDS = 0.446
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.069
5. WIND DESIGN PARAMETERS (STRENGTH):
ULTIMATE WIND SPEED 115 MPH (3 SECOND GUST)
WIND EXPOSURE C
IMPORTANCE FACTOR Iw = 1.00
INTERNAL PRESSURE COEFFICIENT -0.18
COMPONENT AND CLADDING PRESSURE 27.3 PSF
NET UPLIFT ON ROOF 18.0 PSF
2. VERTICAL LOADS:
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ROOF 125 PSF 15 PSF
3. DEFLECTION LIMITS:
ELEMENTS LIVE LOAD TOTAL LOAD
ROOF TRUSSES/JOISTS L/360 L/240
BEAMS L/360 L/240
FOUNDATION NOTES:
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" ±
38"
SLABS ON GRADE 1
12"± 14"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 1
12"± 38"
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2" ±
38"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"18"
STRUCTURAL SLABS AND WALLS 34"18"
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS 112"38"
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 5.5% ± 1%
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"2416 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 716" OR 12"2416 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 1532" OR 12"3216 8d AT 6" O.C. 8d AT 12" O.C.
ROOF 1932" OR 58"4020 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 23 32" OR 34"4824 10d AT 6" O.C. 10d AT 12" O.C.
ROOF 78"6032 10d AT 6" O.C. 10d AT 12" O.C.
FLOOR 3 4" T&G 4824 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 78" T&G 6032 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 6048
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:
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 TYPICAL DETAILS T-SERIES
S2.0 FOUNDATION PLAN ---
S2.1 ROOF FRAMING PLAN ---
S3.0 DETAILS 100 - 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 2000 FEET.
6. GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =
2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.
ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND
HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE
STAMP AND AITC STAMP AND CERTIFICATE.
7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs
SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.
8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs
SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI.
9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs
SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI.
10. SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR.
SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A
MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM,
4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM
ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS)
SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE
CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL
EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR
WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER
DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS.
11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307.
BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 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.
PRE-ENGINEERED BUILDING DESIGN
CRITERIA:
1.DESIGN: PRE-ENGINEERED BUILDING MANUFACTURER SHALL BE RESPONSIBLE FOR
THE ENTIRE DESIGN OF THE STEEL SUPERSTRUCTURE, ROOF, DECK, FASCIAS,
SUPPORT, BRACING, LATERAL ANALYSIS AND ALL RELATED WORK.
2.BUILDING CODE: THE ENTIRE SUPERSTRUCTURE, INCLUDING THE ROOF DECK, SHALL
BE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WIND
PRESSURES FOR ENCLOSED, PARTIALLY ENCLOSED AND UNENCLOSED BUILDING
AREAS SHALL BE CONSIDERED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING
CODE. THE PRE-ENGINEERED BUILDING SHALL BE DESIGNED TO SUPPORT SELF
WEIGHT PLUS SUPERIMPOSED DEAD, LIVE, WIND OR SEISMIC LOADING, WHICHEVER
COMBINATION PRODUCES THE MOST SEVERE CONDITION, IN ACCORDANCE WITH
THE LATEST RECOMMENDATIONS OF THE METAL BUILDING MANUFACTURERS
ASSOCIATION(MBMA).
3. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN
CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER FOR REVIEW
PRIOR TO MANUFACTURE. SHOP DRAWINGS SHALL SHOW ALL INFORMATION
INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, MEMBER SIZES AND PROPERTIES,
FRAMING PLANS, SECTIONS AND ALL PERTINENT DETAILS.
4.PURLINS AND DECK: STEEL PURLIN SPACING AND STEEL DECK SELECTION SHALL BE
THE OPTION OF THE PRE-ENGINEERED BUILDING MANUFACTURER.
5.MISCELLANEOUS FRAMING: PRE-ENGINEERED BUILDING MANUFACTURER SHALL
SUPPLY ALL THE REQUIRED SUB-FRAMING FOR ROOF OPENINGS, INCLUDING
FRAMING TO SUPPORT THE WEIGHT OF MECHANICAL EQUIPMENT. ALL ITEMS
INCLUDING ROOF OPENINGS SHALL BE SUPPORTED.
Ben M. stated Connect
Eng. will be doing
special inspections.
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
18" MIN LAP
SPLICE (TYP)
T5 TYPICAL CONCRETE CORNER
TD05 NO SCALE
2
1
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
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"
T7 STEEL REINFORCING LAP SPLICES IN CONCRETE
TD14 NO SCALE
T8 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 "PHD" 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
T9 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
T10 TYPICAL HEADER CONNECTION
TD25 NO SCALE
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
716" 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 1
12" LONG LEGS MINIMUM.
4. STAPLE SIZES AND SPACING PER REPORT NO. ICC-ESR-1539
T11 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
T12 MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISE
TD34 NO SCALE
PR
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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
RMSDBPIF21-294
10" CONCRETE SLAB ON GRADE W/
#5 AT 12" 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 = 96'-7"
CONCRETE SLAB ON GRADE
T.O.W.
102'-0"
3'
-
0
"
14
'
-
0
"
6'-
4
"
14
'
-
0
"
3'
-
0
"
50
'
-
0
"
60'-0"
3'
-
0
"
14
'
-
0
"
2'
-
0
"
14
'
-
0
"
3'
-
0
"
8"19'-4"20'-0"19'-4"8"
8"19'-4"20'-0"19'-4"8"
WF18 / W1
W1
WF18 / W2
W1
WF18 / W1
W1
WF
1
8
/
W
1
W1
WF
1
8
/
W
2
WF
1
8
/
W
2
WF
1
8
/
W
1
W1
W1 W1
W1
WF18 / W2
F42
F78
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
10" CONCRETE SLAB ON GRADE W/
#5 AT 12" 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 = 96'-7"
CONCRETE SLAB ON GRADE
40'-0"10'-0"10'-0"
40'-0"10'-0"10'-0"
40'-0"10'-0"10'-0"
4'
-
6
"
11
'
-
0
"
3'
-
6
"
12
'
-
0
"
3'
-
6
"
11
'
-
0
"
4'-
6
"
WF
1
8
/
W
1
6'
-
4
"
12
'
-
0
"
WF
1
8
/
W
1
F78
6" CONCRETE SLAB ON GRADE W/
#4 AT 18" 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
F42
F42
F42
F78 F78
60°
TYP
60°
TYP
F36
T.O.F.
96'-7"
T.O.W.
102'-0"
T.O.F.
96'-7"
105 101
104
OPP105
104
101
109
106
109
102
102
102
109
109
106
OPP
105 101
104
105101
104
109
107 106
109
109
106
109 102
103
101
102
T.O.W.
100'-0"
T.O.F.
96'-7"
2 2
22
1
5 5 5 5
555
5
55
5
3'-
4
"
3
3
F36
103
2'
-
0
"
F36
103
1
60
°
TY
P
F36
1
103
F36
60
°
TY
P
1
103
F30 F30
F30 F30
19
'
-
0
"
12
'
-
0
"
19
'
-
0
"
6'-
8
"
21
'
-
8
"
21
'
-
8
"
4"
3'-0"
TYP
110
SCALE:
FOUNDATION PLAN
1/4" = 1'-0"
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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
RMSDBPIF21-294
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
F30 30" 30" 10"(3) #4 EACH WAY BOTTOM ---
F36 36" 36" 10"
(3) #4 EACH WAY
TOP AND BOTTOM ---
F42 42" 42" 10"
(4) #4 EACH WAY
TOP AND BOTTOM ---
F78 78" 78" 12"
(6) #5 EACH WAY
TOP AND BOTTOM ---
WF18 CONT 18" 10"(2) #4 CONT BOTTOM ---
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. ---
W2 6" CONCRETE #4 AT 18" O.C. #4 AT 18" 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: 58"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
5
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. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR
MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL
INFORMATION.
H. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
I. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE
FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL
INFORMATION.
J. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
K. VERIFY EXACT SIZE AND LOCATION OF DEPRESSED AND/OR
RAISED SLABS WITH ARCHITECTURAL DRAWINGS.
L. FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
M. COLUMN FOOTING SIZES ARE PRELIMINARY SIZES TO BE
VERIFIED BY STRUCTURAL ENGINEER OF RECORD TO
CONSTRUCTION. PRE-ENGINEERED BUILDING
MANUFACTURER SHALL SUBMIT DESIGN CALCULATIONS
PRIOR TO FABRICATING BUILDING COMPONENTS.
CALCULATIONS SHALL SHOW ALL FOOTING LOAD PER METAL
BUILDING MANUFACTURER'S ASSOCIATION "RECOMMENDED
DESIGN PRACTICES MANUAL".
FOUNDATION PLAN NOTES
56.7
1. (1) #4x12"-0" LONG (6"-0" EACH LEG) HAIRPIN
2. (1) #5x14"-0" LONG (7'-0" EACH LEG) HAIRPIN, BEND AS
REQUIRED AND RUN PARALLEL TO THE SCALE PIT WALL
3. 18" DIAMETER SUMP PIT
PLAN KEYNOTESX
19/32" APA RATED ROOF SHEATHING,
BLOCK ALL PANEL EDGES, FASTEN W/
10d COMMON NAILS AT 6" O.C. AT
PANEL EDGES / BOUNDARY AND AT 12"
O.C. IN THE FIELD.
TYPICAL ROOF SHEATHING:
2 TYP
5
P1
B2 B2 B2
B2B2
WJ1
5 5 5
555
5
5
202
201
201
202
B1
5
B1
5
B1
B1
WJ2
WJ2
P1
P1 P1
1 1
11
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:
SCALE:
ROOF FRAMING PLAN
1/4" = 1'-0"
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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
RMSDBPIF21-294
WOOD JOIST ( ) SCHEDULE
MARK JOIST FACE MOUNT HANGER TOP FLANGE HANGER
WJ1 1178" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88
WJ2 2x8 AT 16" O.C. --- ---
WJ
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 RATEDSHEATHING
(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: 58"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
5
ROOF FRAMING PLAN NOTES
A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY
BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS
PROJECT.
C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,
PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.
D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16"
O.C. UNO.
E. PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-0" OR LESS, (1)
TS & (1) KS, OPENINGS 6'-1" TO 9'-0", (1) TS & (2) KS, 9'-1" TO
12'-0", (2) TS & (3) KS. FOR ATTACHMENT, SEE "TYPICAL
HEADER CONNECTION" DETAIL.
F. 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 JOIST. SEE
JOIST SCHEDULE FOR ADDITIONAL INFORMATION.
K. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
L. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1) H2.5A
CLIP, UNO.
M. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
N. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5"
SHEARWALLS, UNO.
56.7
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 134x512 LVL
B2 (2) 2x10 OR 4x10 OR (2) 13 4x714 LVL
1. ATTACH BEAM TO POST W/ SIMPSON LCE4Z POST CAP
2. ATTACH JOISTS TOGETHER AT RIDGE, FIT TIGHT TOGETHER
AND CONNECT WITH 1932"x714"x24" SHAPED PLYWOOD GUSSET
ON BOTH SIDES, ATTACH GUSSET TO EACH JOIST W/
CONSTRUCTION ADHESIVE AND (24) 8d NAILS
PLAN KEYNOTESX
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 4x4 DOUG FIR NO. 2 SEE TYPICAL DETAILS
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 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"
103 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
KEYNOTES:
1.PRE-ENGINEERED COLUMN, SEE PLAN
2. ANCHOR BOLTS W/ NUT AT BOTTOM
3. SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4. MINIMUM FOOTING DEPTH, SEE GSN
5.CONCRETE FOOTING & CONCRETE STEM
WALL BEYOND CONT REINFORCING
THROUGH PIER (NOT SHOWN FOR
CLARITY)
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.CONCRETE FOOTING, SEE PLAN
8.CONCRETE PIER W/ (6) #5 HOOKED
DOWELS AND (3) #3 TIES IN TOP 5" AND AT
8" O.C. REMAINDER
9.CONCRETE SLAB ON GRADE, SEE PLAN
10.HAIRPIN AS OCCURS, SEE PLAN
3"
CLR
3"
CL
R
3"
MIN
7
6
10 3
1
2
8
9
4
5
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"Ø CONCRETE PIER W/ (8) #5 HOOKED
DOWELS AND (3) #3 TIES IN TOP 5" AND AT
8" O.C. REMAINDER
8. CONCRETE GRADE BEAM, SEE PLAN
9. HAIRPIN AS OCCURS, SEE PLAN
10.CONCRETE SLAB ON GRADE, SEE PLAN
11.ANCHOR BOLTS W/ NUT AT BOTTOM
104 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
10
9
7
8
4
1
11
6
2
3"
CLR
3"
CL
R
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. WALL SHEATHING AS OCCURS, SEE PLAN
9. EDGE NAILING, SEE SHEARWALL
SCHEDULE
NOTES:
A.WATERPROOF ANY EXTERIOR WOOD
FRAMING WITHIN 8" OF GRADE PER ARCH
DRAWINGS
106 WOOD STUD WALL AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
8
7
9
6
1
2
5
4
3
KEYNOTES:
1.WALL BEYOND, SEE PLAN
2.#4 BENT DOWEL AT 18" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6. COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
18"
18"
107 CONCRFETE SLAB AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
7
6
5
4
3
1
2
109 CONCRETE SLAB AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
5
4
3
1
2
KEYNOTES:
1. WALL BEYOND, SEE PLAN
2.#4 BENT DOWEL AT 18" O.C.
3. CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
18"
18"
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.ROOF SHEATHING, SEE PLAN
201 WOOD JOIST AT WOOD STUD WALL
NO SCALE
1
2
3
55
4
7
6
8
5
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
8.BOUNDARY NAILING, SEE PLAN
9. ROOF SHEATHING, SEE PLAN
10.(4) 10d NAILS INTO EACH BLOCK
202 WOOD JOIST AT WOOD STUD WALL
NO SCALE
1
3
4
66
5
8
7
9
2
10
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
7.18"Ø CONCRETE PIER W/ (8) #5 HOOKED
DOWELS AND (3) #3 TIES IN TOP 5" AND AT
8" O.C. REMAINDER
8.CONCRETE GRADE BEAM, SEE PLAN
9. ANCHOR BOLTS W/ NUT AT BOTTOM
10. CONCRETE SLAB ON GRADE, SEE PLAN
105 PRE-ENGINEERED COLUMN AT CONCRETE FOOTING
NO SCALE
5
3
10
7
8
4
1
9
6
2
3"
CLR
3"
CL
R
3
3
3
KEYNOTES:
1. WOOD POST, SEE PLAN
2. (4) #4 BARS VERTICAL
3.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
4.#3 TIES AT AT 8" O.C.
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7. MINIMUM FOOTING DEPTH, SEE GSN
8.8"Ø OR SQR CONCRETE PIER, SEE PLAN
9.SIMPSON PBS44 POST BASE
NOTES:
A.WATERPROOF ANY EXTERIOR WOOD
FRAMING WITHIN 8" OF GRADE PER ARCH
DRAWINGS
110 WOOD POST AT FOUNDATION
NO SCALE
75
3"
CL
R
1
3"
CLR
2
6
8
4
112"
CLR
8"
MI
N
33
9
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
RMSDBPIF21-294
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Nov 16, 2021
C-
PLAN NOTES:
1
A-THE CONTRACTOR SHALL CHECK AND VERIFY ALL
DIMENSIONS AND CONNECTIONS ON THE JOB SITE.
ALL WORK SHALL BE EXECUTED FROM
MEASUREMENTS TAKEN AT THE SITE.
THE MECHANICAL CONTRACTOR SHALL BE
RESPONSIBLE TO INSURE PROPER CODE
CLEARANCES FOR ELECTRICAL AND MECHANICAL
ACCESS WHEN INSTALLING ANY EQUIPMENT
SUPPLIED BY THE MECHANICAL CONTRACTOR.
IT IS CRITICAL THAT THIS CONTRACTOR COORDINATE
EQUIPMENT LOCATIONS WITH PIPING, DUCTWORK,
ELECTRICAL CONDUIT AND BUILDING STRUCTURE TO
INSURE CODE COMPLIANCE.
B-
GENERAL NOTES:
SEE SITE PLAN FOR CONTINUATION.
RAISE 3/4" CW IN THIS LOCATION WITH BALL VALVE.
ROUTE REFRIGERATION LINES AS HIGH AS POSSIBLE. SEE
DETAIL F-MP2.0. RUN 3/4" CONDENSATE DRAIN UNDER SLAB TO
NEW PIT.
SEE TYPICAL WATER HEATER DETAIL A-MP2.0.
SEE PIPING IN OUTSIDE WALL DETAIL D-MP2.0.
SEE DETAIL H-MP2.0. NO VENTING REQUIRED FOR A BALANCED
AIR ENVIRONMENT SAND AND GREASE INTERCEPTOR UNLESS
REQUIRED BY LOCAL AHJ.
WATER LINE UNDER SLAB TO BE CONTINUOUS SOFT COPPER
WITH NO ELBOWS OR JOINTS.
TRENCH DRAIN TO BE INSTALLED IN NEW PIT. SEE DETAIL J ON
THIS SHEET. SEE ARCHITECTURAL DRAWINGS FOR PIT DETAILS.
SOME PIPING ROUTES AS SHOWN ON PLANS FOR CLARITY.
FIELD VERIFY BEST POSSIBLE ROUTES.
RUN FLUE EXPOSED TO METAL ROOF. SEE DETAIL G-MP2.0.
RUN 6"Ø EA DUCT UP TO METAL ROOF WITHIN 2' OF ROOF PEAK.
SEE DETAIL ON THIS SHEET.
2
3
ELECTRONIC THERMOSTAT
EQUIPMENT SYMBOLFC
1
T
INSULATED FLEXIBLE DUCT
CEILING DIFFUSER
ROUND BRANCH DUCT
WITH HAND DAMPER
HAND DAMPERHD
MECHANICAL LEGEND
DESCRIPTIONSYMBOL
ROOF MOUNTED UPBLAST
EXHAUST GRILLE
RETURN AIR OR
EXHAUST FAN
4
5
6
7
SCALE: 1/4" = 1'-0"
MECHANICAL FLOOR PLAN
NORTH
5' MIN750 GALLON PRE-FABBED GREASE
INTERCEPTOR WITH INTERNAL FLOW
CONTROL AND BALANCED AIR ENVIRONMENT.
SEE DETAILS ON SHEET MP2.0.
GW
GW
GW
GW
GW
1
CO
SYMBOL
CLEANOUT
PLUMBING LEGEND
VENT LINE PIPING
CONDENSATE DRAIN PIPING
HOT WATER RECIRC. PIPING
ROOF DRAIN PIPING
BALL TYPE ISOLATION VALVE
PIPE RISE
PIPE DROP
VTR
COTG
VENTV
WCO
CLEANOUT TO GRADE
WALL CLEANOUT
VENT THRU ROOF
DESCRIPTION
GAS PIPINGG
SOIL OR WASTE PIPING
DOMESTIC COLD WATER PIPING
DOMESTIC HOT WATER PIPING
CD
RDL
ROOF OVERFLOW DRAIN PIPINGRDO
TD-1
TD-1
1
4" COTG
98' 6" INVERT
HB-1
4"4"2"
FD-1
WC-1
WH-1
1
1"
4"
4" COTG
4" COTG
4"
4"
2
CU
1 4 FC
23
S S S S S S SLLLLLL
INVERT ELEV. 95' 7"
INVERT ELEV. 95' 7"
4" COTG
94' 7" INVERT
T
5/8"
3/4"
6
EH
1
7
7
8
8
8
4" COTG
TRENCH SECTIONS
TRENCH
NO. *
SHALLOW
INVERT 'A'
DEEP
INV. 'B'
* TRENCH SECTIONS ARE 80" LONG. DO NOT USE
NEUTRAL SECTIONS.
52
'
-
0
"
T
R
E
N
C
H
8610 8.90" 9.50"
86011 9.50" 10.10"
8604 5.30" 5.90"
8605 5.90" 6.50"
8606 6.50" 7.10"
8607 7.10 7.70"
8608 7.70" 8.30"
8609 8.30" 8.90"
PLUMBING CONTRACTOR IS RESPONSIBLE FOR
CONCRETE ENCASEMENT AND REINFORCING.
EXTEND 4" WASTE LINE FROM END OF TRENCH AND
CONNECT TO SAND AND GREASE TRAP AS SHOWN
ON PLANS. PROVIDE FLOOR CLEAN OUT ON WASTE
LINE
'A
'
D
E
P
T
H
'B
'
D
E
P
T
H
52'-0"
50'-11"
INVERT
4"
1-1/4"
4"4"
6-1/4"
TRENCH DRAIN INSTALLATION DETAILS
NO SCALEJ
9
9
10
11
1"
RC-1EF
1 11
4" VTR10
FD-1
S-1
L-1
1/2"
5/8"
T
EH
1
FC
13
1"
EH
2
CEILING ESCUTCHEON
CEILING
FLOOR
RUN BELOW TRUSSES
BALL VALVE (TYP)
TYPICAL UNION
SUPPLY TO BUILDING
DOUBLE CHECK VALVE
BACKFLOW PREVENTER WITH
BALL VALVES AND STRAINER
3/4" HOSE
THREAD
FITTING
NO SCALE
VERTICAL WATER PRESSURE REDUCING STATIONK
COMBINATION PRESSURE
REDUCING VALVE AND STRAINER.
SET DISCHARGE AT 60 PSIG
PRESSURE GAGE
0 - 100 PSI RANGE
WATER SUPPLY
TO BUILDING
PRV
12
12
FIXTURE SCHEDULE
ADA TANK TYPE WATER CLOSET - KOHLER K-3999 "HIGHLINE" W/
ELONGATED BOWL, K-4670-C WHITE OPEN FRONT SEAT, BOLT CAPS
AND 1/2" STOP VALVE.
VENTWASTE
---
HOT COLDSYM.DESCRIPTION
WC-1 4"2"1/2"
L-1 1-1/2"1-1/2"1/2"1/2"
FD-1 2" 2"------2" FLOOR DRAIN - ZURN Z-415 WITH 5"Ø NICKEL-BRONZE STRAINER AND 2" DEEP
SEAL P-TRAP, ZURN 1022 TRAP PRIMER.
ADA WALL HUNG LAVATORY - KOHLER K-2032 "GREENWICH" WITH WALL CARRIER, MOEN
L4600 LEVER HANDLE FAUCET, K-7715 OPEN GRID STRAINER WITH OFFSET WASTE LINE,
1/2" STOPS AND 1-1/4" P-TRAP. PROVIDE INSULATING JACKET ON HW AND WASTE PIPING.
---HB-1 3/4"--- ---
--- --- 4" ---TRENCH DRAIN - ZURN 886-HD 6-3/4" WIDE HEAVY DUTY TRENCH DRAIN SYSTEM WITH 4"
END OUTLET, END CAP AND DUCTILE IRON SLOTTED GRATE, LENGTH AS PER FLOOR PLAN.
TD-1
SINGLE COMPARTMENT SINK - ELKAY MODEL PSR1918 WITH 18 GA TYPE 304
STAINLESS STEEL CONSTRUCTION, 1-HOLE FAUCET DRILLINGS, ELKAY LK1000CR
FAUCET, LK-99 STRAINER, 1-1/2" P-TRAP AND 1/2" BALL TYPE STOP VALVES.
1-1/2"1-1/2"1/2"1/2"S-1
WATER HEATER PIPING DETAIL
NO SCALE
R
3/4"
WATER HEATER ANCHOR
COLD WATER LINE
HOT WATER LINE
DIELECTRIC UNION (TYP)
HEAT TRAP FITTING
MTHERMOMETER
DRAIN VALVE W/ THREADED
HOSE CONNECTION
PIPE FULL SIZE
TO FLOOR DRAIN T&P RELIEF VALVE SIZED
TO MATCH WATER
HEATER
AMTROL ST-5
EXPANSION TANK
ELECTRIC
WATER HEATER
MIXING VALVE FOR
TEMPERED WATER
A
SUCTION
REFRIGERANT PIPING
LIQUID
MITSUBISHI ELECTRIC M-SERIES
MODEL MXZ-3C24NA2. SEER 20
REMARKSMCAEATBTUSYM.CHAR.
22.195°FCU
1 24,000 280/60/1
CONDENSING UNIT SCHEDULE
140#
WEIGHT
3/8"1/4"
REMARKS
FAN COIL SCHEDULE
FC
1 240 22#
SYM.CFM WEIGHT
MITSUBISHI M-SERIES MSZ-GL12NA WITH
OPTIONAL WALL MOUNTED THERMOSTAT.
FAN
30
MCA
1
WATTS
CONDENSATE
DRAIN
5/8"
COOLING &
HEATING CAPACITY
12,000 BTU
CHAR.
208/60/1
FLOOR DRAIN IN CONCRETE FLOOR
2" WASTE LINE TO
WASTE AND VENT
NO SCALE
SYSTEM 2" DEEP SEAL P-TRAP
TO FINISH FLOOR LEVEL
STRAINER ADJUST
FLOOR DRAIN BODY
TILE AND GROUT
CONCRETE FLOOR
B
PEX PIPE FITTING DETAILS
NO SCALE
POLYMER, COPPER,
BRONZE OR BRASS FITTING
PEX PIPING
AS SHOWN
ON PLANS
REINFORCED RING
THIS TYPE (COLD EXPANSION) OF FITTING REQUIRES THAT THE PEX
PIPING, WITH REINFORCING PEX RING PLACED OVER THE END OF THE
END OF THE PIPE, IS EXPANDED BEFORE THE FITTING IS INSERTED INTO
THE PIPE END. THE EXPANDED PIPE END IS ALLOWED TO RETRACT
ONTO THE FITTING TO FORM THE SEAL. THE MEMORY OF THE PIPE
ALLOWS IT TO TIGHTEN OVER THE FITTING. AN EXPANDER TOOL IS
REQUIRED TO EXPAND THE PIPE AND THE PEX RING TOGETHER.
NOTE:
STAINLESS STEEL CAMP
BANDS ARE ALSO PERMITTED
FOR REINFORCING RING.
ALL JOINTS (TEES. ELBOWS, COUPLINGS, ETC.) ARE JOINTED SIMILARLY.
12"
6"HEAT
SOURCE
PEX PIPING
MIN. CLEARANCES
KEEP TUBING A
MINIMUM OF 12"
VERTICALLY OR 6"
HORIZONTALLY FROM
SOURCES OF HIGH
HEAT SUCH AS LIGHT
FIXTURES, FLUES OR
HEATING EQUIPMENT.
PEX PIPE HANDLING DETAILS
NO SCALE
NOTE:
USE ONLY CONTINUOUS LENGTH
TUBING (NO FITTINGS) WHEN
INSTALLING PEX UNDER OR WITHIN A
SLAB. PROTECT PEX TUBING WITH
NONMETALLIC SLEEVES WHERE IT
PENETRATES A SLAB OR
FOUNDATION WALL.
DO NOT CRUSH
OR KINK TUBING
DO NOTE DRAG TUBING
OVER ROUGH TERRAIN,
ROCKS, OR ANY SURFACE
THAT CAN CUT, PUNCTURE
OR DAMAGE TUBING WALL.
3/8" 4"
1/2" 5"
3/4" 7"
1" 9"
TUBING
SIZE
MIN. RADIUS
BENDING
TUBING AND FITTINGS SHALL BE STORED
UNDERCOVER FOR CLEANLINESS AND TO AVOID
EXPOSURE TO SUNLIGHT. CONSULT
MANUFACTURER FOR RECOMMENDED LIMITS TO
OUTSIDE STORAGE.
NATIVE SOIL
6" MIN. BASE CRUSHED & WELL-
PACKED AGGREGATE MATERIAL
APPROXIMATELY 3/4" SIZE ROCK
CA-07CLASS 1A
CONCRETE PAD BY
GENERAL CONTRACTORS
72" MAX
HEIGHT
SIDE VIEW
SEE MANUFACTURE RECOMMENDED INSTALL DETAILS.
CRUSHED AGGREGATE
MATERIAL APPROXIMATELY
3/4" SIZE ROCK, CA-7 CLASS 1A
FLOW
RISERS TO GRADE IF REQUIRED
FLOW
2-WAY
CLEANOUT
TEE (414155BC)
2-WAY CLEANOUT
TEE (414155BC)
STANDARD 4"
MECHANICAL JOINT
COUPLING
NO SCALE
PRE-FABBED TRAFFIC RATED 750
GAL GREASE INTERCEPTOR DETAIL
SIDE VIEW
OPTIONAL OUTLET
MANUFACTURE TRAFFIC
RATED COVERS
NOTES:
1) GREASE INTERCEPTOR AS SPECIFIED TO BE RATED FOR AND SUPPLIED
WITH AN INTERNAL FLOW CONTROL SYSTEM AND A BALANCED AIR
ENVIROMENT. NO VENTING REQUIRED UNLESS MANDATED BY AHJ.
2) GREASE INTERCEPTOR AS SPECIFIED TO HAVE A BUILT-IN SAMPLING
PORT. NO EXTERNAL SAMPLING PORT REQUIRED UNLESS MANDATED BY
AHJ.
3) WIDTH AND LENGTH OF EXCAVATION SHALL BE MIN OF 12" OR GREATER
THAN THE TANK DIMENSIONS ON ALL SIDES.
4) DEPTH OF EXCAVATION SHALL BE AT LEAST 6" DEEPER THAN TANK
BOTTOM.
5) STABILIZE AND COMPACT SUB GRADE TO 95% PROCTOR
6) FILL TANK WITH WATER TO DISCHARGE LEVEL TO PREVENT MOVEMENT
DURING BACKFILLING PROCESS AND TO RESIST BACKFILL LOAD.
7) BEFORE BACKFILLING AND POURING OF SLAB INSTALL RISERS AS
REQUIRED AND COVER ASSEMBLY TO SUIT FINISHED FLOOR/GRADE
LEVEL.
14" MIN WITH NO
RISER
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Nov 16, 2021
C
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H
3/4"3/4" --- ---WH-1 GAS WATER HEATER- A.O. SMITH SIGNATURE MODEL 100 40 GALLON HEATER,
AMTROL ST-5 EXPANSION TANK, T&P VALVE. WITH DUAL 3.8KW COPPER HEATING
ELEMENTS. SEE DETAIL THIS SHEET.
WH-1
EH
1 WALL MOUNTED 6824 2 208/60/1 INTEGRAL T-STAT
QMARK TYPE CRA2028-IF COMPLETE WITH SURFACE MOUNTING FRAME.
ELECTRIC HEATER SCHEDULE
SYM.TYPE BTU KW CHAR CONTROL REMARKS
EH
2 WALL MOUNTED 3412 1 208/60/1 INTEGRAL T-STAT
QMARK TYPE CRA2028-IF COMPLETE WITH SURFACE MOUNTING FRAME.
MOCP
25
INSULATION
SEAL WALL
PENETRATIONS
BUILDING WALL
WATER TIGHT.
"CUSH-A-CLAMP" OR EQUAL.
SECURE REFRIGERANT PIPING
TO SUPPORTS WITH "HYDRA-ZORB"
REFRIGERANT PIPING SUPPORT AT WALL
SUCTION LINES SHOWN.
LIQUID LINE SIMILAR.
OF SUCTION LINE
6" x 4" x 1/4" ANCHORED TO
STRUCTURE WITH 1/2" x 5-1/2"
EXPANSION BOLTS
NO SCALE
1-5/8" P-3300
ASSEMBLY.
AGAINST CLAMP
EQUAL. WELD
"UNISTRUT" OR
BOTH SIDES (TYP).
SLOPED TOP
26 GA. PRE-FINISHED SHEET METAL
CAULK ALL AROUND WEATHERTIGHT
COVER. COLOR TO BE SELECTED
BY THE ENGINEER.
BUTT INSULATION
METAL COVER
18 GA. GALV.
NOTE:
BRICK COLOR (TYP).
PAINT ANGLE SUPPORTS
TO MATCH BLDG. FACE
REFRIGERANT PIPE SUPPORT DETAIL
CEILING JOIST
ROOF OR
PIPING TO SUPPORTS
SECURE REFRIGERANT
CLAMP ASSEMBLY
SUCTION LINE THRU
RUN INSULATION OF
CLAMP OR EQUAL
WITH "UNISTRUT"
SUCTION LINES
TYPICAL REFRIGERANT
PIPE IN MECH. ROOM
NO SCALE
HANGER RODS
OR EQUAL (TYPICAL)
"UNISTRUT" CHANNEL
1-5/8" P-1001
INSULATION ON
ALL PIPING SUPPORTS
OF JOISTS. NO PIPING
SUPPORTS ARE TO BE
PRIOR TO FIREPROOFING
FIREPROOFING HAS
BEEN DONE.
ARE TO BE INSTALLED
ATTACHED AFTER
NOTE:
1" CHANNEL (UNISTRUT
OR FEE & MASON)
WELD TO JOISTS
F
I
PATTERN REMARKSFIRE
DAMPERFINISHCONSTR.CFM
RANGESIZE THROW
GRILLE AND REGISTER SCHEDULE
SYM.TYPE
RC-1 NAALUM125CAP
ROOF
INSECT SCREEN & BACK-DRAFT DAMPER
TWIN CITY MODEL 634M WITH ALUMNA WHITE
EXHAUST FAN SCHEDULE
REMARKSR.P.M.WATTS CHAR.CONTROLC.F.M.TYPE S.P.E.SYM.
CEILING MOUNTED 120 TWIN CITY T150 WITH BACKDRAFT DAMPER &
INSECT SCREEN.25 100 120/60/1 7501
EF SEE
ELEC.
VENT THRU METAL ROOF DETAIL
PANEL
METAL ROOF
BASE
CORROSION RESISTANT
AROUND PERIPHERY
SEALANT UNDER AND
BETWEEN TRUSSES
FROM CEILING THRU ROOF
GALVANIZED STEEL PIPE
FLASHINGS SHALL BE "BUILDEX DEKTITE" OR APPROVED
FASTENERS
EQUAL AS REQUIRED BY MANUFACTURER.
NO SCALE
CLAMP STACK TO
UNISTRUT
NOTE:
OF BASE
ATTACH UNISTRUT
STACK
SELF-DRILLING
PANEL
METAL ROOF
TO PIPE SIZE
RUBBER CONE CUT
ALUMINUM BASE
ROOF PLAN
OF BASE
G
HOSE BIBB - ZURN MODEL Z1305 "ECOLOTROL" ENCASED NON-FREEZE, LENGTH TO SUIT
WALL THICKNESS.
FC
2 240 22#30 1 5/8"12,000 BTU208/60/1 MITSUBISHI M-SERIES MSZ-GL12NA WITH
OPTIONAL WALL MOUNTED THERMOSTAT.
MMP
TEP
P.E. JOB #2189
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
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NOV. '21
DUPLEX RECEPTACLE
WALL MOUNTED FIXTURE
CEILING MOUNTED FIXTURE
FLUORESCENT FIXTURE
ELECTRICAL SYMBOL SCHEDULE
BRANCH CIRCUIT - HOME-RUN TO PANEL
BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND
MECHANICAL EQUIPMENT OR DETAIL SYMBOL
DRAWING NOTE (ON THE SHEET WHERE SHOWN)
THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNIT
FAN MOTOR CONNECTION POINT
BRANCH CIRCUIT - CONCEALED
* SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND
M.C.
V.I.F.
A.F.F.
B.F.G.
NL
E.C.
ABOVE FINISHED FLOOR
BELOW FINISHED GRADE
VERIFY IN FIELD
NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT)
MECHANICAL CONTRACTOR
ELECTRICAL CONTRACTOR
MOTOR CONNECTION POINT
T
EF
TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO)
TIME CLOCK SWITCHT
1
1
A-1,3
DOUBLE DUPLEX OUTLET (4-PLEX)
JUNCTION BOX
BRANCH PANELBOARD
J
EMERGENCY WALL LIGHT WITH 90MIN. BATTERY
PHOTOELECTRIC CELL/SWITCH
HVAC SYSTEM SENSOR - SEE MECHANICAL
E
S
WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED)
SINGLE POLE SWITCH (SEE SUBSCRIPTS)
RECESSED CAN FIXTURE
MAIN/DISTRIBUTION PANELBOARD
TRAC LIGHT SYSTEM
*
*
PUSHBUTTON (AS INDICATED ON DRAWINGS)
ROUGH-IN BOX MUD RING ORIENTATION.
RECPT.
SUB-
SCRIPTS
AC=ABOVE COUNTER
GFI=GROUND-FAULT
IG=ISOLATED GROUND
S=SURGE SUPPRESSION
TR=UL TAMPER RESISTANT
WP=WEATHERPROOF COVER W/GFCI RECEPT.
TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT
USB=RECEPTACLE W/USB CHARGER
CR=CORD REEL (SEE DETAIL)
F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE)
DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED)
B=ENCLOSED CIRCUIT BREAKER
CEILING MOUNTED DUPLEX RECEPTACLE
FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES)
DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHED
SEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES)
SWITCH
SUB-
SCRIPTS
3 = 3-WAY
4 = 4-WAY
F = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES)
T = THERMAL OVERLOAD SWITCH W/PILOT LIGHT
P = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS)
M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.)
WP = WEATHERPROOF
CEILING MOUNTED OCCUPANCY SENSOR
BLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355]
L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205]
H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255]
R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE
[SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOR
EXHAUST FAN (30 MIN. DELAY)
D = INTEGRAL DAYLIGHT SENSOR TO AUTOMATICALLY CONTROL FIXTURES IN
DAYLIGHT ZONES
H = WALL OCC. SENSOR ON/OFF/DIM
W = WALL MOUNTED ON/OFF/DIM OCCUPANCY SENSOR
*PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOR
OPERATION. [WATTSTOPPER #BZ-50]
EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ON
DRAWINGS. CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT.
EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEG
OF LIGHTING CIRCUIT.
G.C.GENERAL CONTRACTOR
N.T.S.NOT TO SCALE
V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.)
COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NC
CONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATE
CROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO.
EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE
'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONAL
ISOLATED GROUND WHERE INDICATED.
F
M
LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE OR
EQUAL (* COLOR TO MATCH WIRING DEVICES)S
SS
S
F#E
NIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTING
CIRCUIT.NL
SP
SWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE,
W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES)
P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301]
P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302]
D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100]
D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200]
S
DATA/COMM. SYMBOL SCHEDULE
TELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)
DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)
TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW)
_T-X
_D-X
_T/_D-X
TELEPHONE & DATA OUTLET NOTES:
1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO IT ROOM,
TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES
INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR
ADDITIONAL INFORMATION. PROVIDE J-HOOKS 3FT ON CENTER ABOVE
ACCESSIBLE CEILING FOR SUPPORT OF CABLING.
2. CONDUIT SIZES (X): 2=1/2", 3=3/4" & 4=1", 5=1
14" OR (2) 1"
3. NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 1"
CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY. TERMINATE
WITH INSULATED THROATBUSHING (UNO). PROVIDE WITH PULL STRING.
DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_D
CEILING MOUNTED SPEAKER AND BACKBOX
T.V. OUTLET (C = CEILING MOUNTED)
UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 34" CONDUIT
TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE
WITH INSULATED THROAT BUSHING. INSTALL CONNECTOR AND
FACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET TO NEAREST
TV SYSTEM AMPLIFIER. PROVIDE J-HOOKS 3FT ON CENTER ABOVE
ACCESSIBLE CEILING FOR SUPPORT OF CABLING.
V VOLUME CONTROLLER
COMMUNICATIONS CABLING REQUIREMENTS:
(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
NETWORK CABLING - CAT6 PLENUM RATED, BLUE
TELEPHONE CABLING - CAT6 PLENUM RATED, YELLOW
TELEVISION CABLING - COAXIAL, RG-6
1. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPE
BEFORE ORDERING.
2. ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT
LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.
3. ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER
NEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABINETS.
4. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL
EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS
AS REQUIRED.
5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE
LOCATIONS, CEILING TYPES, ETC.
6. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR
TO ROUGH - IN.
7. ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNT
CONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET HANDICAPPED
REQUIREMENTS.
8. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE
TO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS, ETC.
9. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
10. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORK
AND PAY ASSOCIATED FEES.
11. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND
ELECTRONIC BALLASTS.
12. ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THE
UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE.
13. UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO
COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDICAL,
KITCHEN,EQUIPMENT ETC. THE EXACT ROUGH-IN REQUIREMENTS FOR THERE
EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BE
RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT.
14. 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 DOING ANY WORK.
15. E.C. 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.
16. 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".
PROJECT GENERAL NOTES:
TO BE MOUNTED AS CLOSE TO
TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM
NO SCALE
FINISHED FLOOR
ARCHITECTURAL PLANS AND DETAILS.
DOOR JAMBS AS POSSIBLE.
COORDINATE ALL DEVICES WITH
18" - 24"
T.V. OUTLET
ALL MOUNTING HEIGHTS TYPICAL
UNLESS NOTED OTHERWISE.
ALL SWITCHES AND THERMOSTATS
NOTES:
THERMOSTAT OR
MECHANICAL SWITCH
LIGHT SWITCH
CONVENIENCE OUTLET
TELEPHONE / DATA OUTLET
S
T T
(OR AS NOTED)
5' - 0''
4' - 0''
3' - 6''
50 60 70 80
S
A.
COORDINATE OUTLET HEIGHTS WITH
ARCHITECTS MILLWORK DWGS. TO
INSURE THAT OUTLETS WILL NOT FALL
BEHIND CABINETS, BACKSPLASHES,
OR INTERFERE WITH WAINSCOTING, ETC.
(OR AS NOTED)
@ MILLWORK
XX"
*
B.
D.
*COORDINATE LIGHT SWITCH & OUTLET
HEIGHTS WITH ARCHITECTURAL WAINS-
COTING AND OR TILE WORK SO AS NOT
TO FALL MIDWAY IN THESE FINISHES.
*
MOUNT VERTICAL OR
HORIZONTAL TO MATCH
EXISTING DEVICES (TYP)
VERIFY WITH MECH.
MUD RING ORIENTATION.
PE
R
N
E
C
3
8
4
-
4
.
WA
L
L
PLAN VIEW
ELECTRICAL EQUIP. CLEARANCE DETAIL
NO SCALE
PER NEC 110-26.
36"
ELEVATION VIEW
30"
WA
L
L
6'
-
6
"
A
.
F
.
F
.
66
"
FINISHFLOOR
36"
PANEL OR ELECTRICAL
EQUIPMENT OR
C
E
I
L
I
N
G
6'
A
.
F
.
F
.
RECEPTACLE MOUNTING DETAIL
NO SCALE
TO SUIT WALL
RAISED RING
CONDUIT(S)
ENTRANCE
4'' SQUARE
BOX
BACK OF COVER W/FELT-TIP MARKER
TO BE AS PER SPECIFICATIONS.
COVER PLATES - STYLE & COLOR
CIRCUIT NUMBER TO BE WRITTEN ON
NORMAL POWER COLOR - (SEE SPECS)
RECEPTACLE - 20 AMP
RATED - SEE SPECIFICATIONS.
GROUND CONDUCTORGREEN INSULATED
W 50A 208V 1Ø WELDER OUTLET
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.
SPECIAL NOTE FOR UTILITY COMPANY LIGHTING REBATES & INCENTIVES:
BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHED
MULTI SERVICE A/V FLOOR BOX, LEGRANDE 10 GANG, WITH (4) DUPLEX RECEPTACLES,
AND ALL ACCESSORIES, FRAMES, PLATES ETC FOR ALL A/V AND DATA CABLES AS
DIRECTED BY OWNER. EC SHALL COORDINATE ALL REQUIREMENTS WITH OWNER PRIOR
TO ROUGH-IN
14" ATOMIC CLOCK, LACROSSE #W73143
A/V OUTLET
HUBBELL NSAV62M WITH POWER COMPARTMENT ON BOTTOM. W/SURGE RECPT. INSTALL (2)1" COND.
FROM LV COMPARTMENT TO ABOVE ACCESSIBLE CEILING FRO EACH OUTLET SHOWN EC SHALL ALSO
PROVIDE AND INSTALL (1)50FT. RAPID RUN, CL2-RATED, PC RUNNER CABLE AND (2)INTEGRATED A/V
WALL PLATES. WITH RCA/VGA/GA/SOUND INSTALL (1)PLATE IN A/V BOX. INSTALL THE SECOND PLATE
AS DIRECTED BY OWNER IN FIELD, IN ONE OF THE J-BOXES SHOWN ON THE DRAWINGS.
E1.0
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A
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D
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A
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LIGHTING 1000500
120/240V 1Ø 3W
SQ D NQ (NEMA 3R)
-
"A"
20 1 1500
1500
120
200
RECEPTACLES
20"x39"x5 3/4"
SEE RISER
11000
91 87
10500
SEE RISER
DETERMINED
TO BE
FEED TOP
DIMENSIONS
LOAD
FEED BOTTOM
WATTS
CONDUIT SIZE
S.C. INT CAP/BKR.AMPS
WATTS
FEEDER CONDUCTOR SIZE:
TOTAL LOAD/PHASE
REMARKS:
35
37
41
39
25
27
29
33
31
19
17
23
21
LOAD NAME
7
11
15
13
9
NO.
3
5
WATTS
1
LOCATION
MAKE/MODEL
CLASS
CIR LOAD LLAMPEABAMPE
LOAD/POLE
MAIN LUGS ONLY
MAIN BRKR. AMPS
MAIN SW.
BRK PO
AMPS
PO BRK
40
42
36
38
AMPS.
26
34
32
30
28
22
24
18
20
LOAD NAME
8
16
14
10
12
4
6
2
NO.
CIR
SURFACE
FLUSH
SUPPLY WITH INTEGRAL SPD.
OH DOORS
WATER HEATER120
1000
1000
1000
1000
1000
1000
1000
1000
500
500
500
500
500
500
1500
1500
1500
1500
1500
1000
1000
10002500
SPARE
SPARE
EH-1
PREPARED SPACE
20 2
---
1000
1000
EH-1 20 2
---
1000
1000
CU-1 25 2
---
1500
1500
SPARE
SPARE
EH-2
-- - 500
2 20 500
SPARE
1000
1000
1500
1500
1500
Verify wiring method to
be used. All electrical
work to comply with
2017 NEC.
S W
F F1
1
F3
F3
F3
3
F5 F4
F5 F5
F5F4
F4F4
F4 F4
SCALE 1
106
T.R.
103CLOS
102WORK
101
HALL
105
WORK
104
SCALE 2
107
F1 F1
F1
F1 F1
S S
1
F2
A-5
A-1
5
5
5
S
A-5
2
MAIN SERVICE METER AND DISCONNECT.
FIELD VERIFY EXACT LOCATION.
M
"A"
M
GFI
GFI
M
M
GFI
GFI
AC
GFI
AC
GFI
SCALE 1
106
T.R.
103
CLOS
102
WORK
101
HALL
105
WORK
104
SCALE 2
107
A-7 A-9
A-8,10
4
4
A-18
A-11
A-2,4,6
A-13
A-14
A-28
A-16
A-12
AC
GFI
AC
GFI
1
CU T
1
FC
2
FC
1
EH 1
EH
2
EH
T
WP
GFI
MMP
TEP
P.E. JOB #2189
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
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867
NOV. '21
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KEY NOTES
1 OVERRIDE SWITCH FOR SCALE ROOM.
CONTROL LIGHTING WITH TIME CLOCK AND OVERRIDE SWITCH. PROGRAM TIME CLOCK PER
OWNER.
CONTROL PHOTO CELL ON, TIME CLOCK OFF. ORIENT PHOTO-CELL TO NORTH SKY.
2" CONDUIT WITH SWEEP 90°'S FOR SCALE CONTROLS. E.C. SHALL FIELD DETERMINE DESTINATION
AND EXACT LOCATION WITH SCALE SUPPLIER PRIOR TO ROUGH-IN.
SUPPLY THIS FIXTURE WITH SIRE GUARD.
2
3
SCALE:
MAIN PLAN - LIGHTING
1/8" = 1' - 0"16'8'0"SCALE:
MAIN PLAN - POWER
1/8" = 1' - 0"16'8'0"
NO SCALE
POWER RISER DIAGRAM
M
LEVEL
MAIN
PANEL
"A"
GROUND
PER NEC
METER PER
POWER CO.
200A 120/240V 1Ø MAIN
BREAKER IN NEMA 3R
3"C., 3-#250AL
+ GROUND
SPECIAL NOTE:
IN GENERAL SWITCH LEG CONDUCTORS ARE NOT SHOWN. E.C. SHALL
PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE
DESCRIBED CONTROL SCHEMES, INCLUDING ALL 0-10V. CONTROL WIRING.
CATALOG #
LIGHT FIXTURE SCHEDULE
DESCRIPTIONTYPE
4 FT LED SURFACE WRAP CEILING 120 INCLUDED
VOLTMOUNT LAMPS MFGR.
LITHONIA BLWP4 40L ADP GZ10 LP840 -
NOTES*
FLOOD
LED WALL MOUNTED WALL PER ARCH -LITHONIA CSXW LED 30C 700 40K T4M MVOLT CBA NOTE 4
EGRESS LIGHT
LED EXIT WITH WALL PER ARCH -LITHONIA LHQM LED GHO ELASDQWP LO309 NOTE 2
FLOOD
LED LOW BAY AC CABLE TO BTM -LITHONIA JEBL 18000LM GL MVOLT 40K 80CRI -
FIXTURE NOTES:
OPERATE WITH THE INDICATED SWITCHING.
3. "N.L." DENOTES A FIXTURE CONNECTED TO THE UN SWITCHED LEG OF THE LIGHTING CIRCUIT FOR USE AS A NIGHT LIGHT.
2. ALL BATTERY FIXTURES ARE TO BE CONNECTED TO THE UNSWITCHED LEG OF LIGHTING CIRCUIT FEEDING THE AREA.
TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT. WIRE SUCH THAT UNDER NORMAL POWER CONDITIONS THE FIXTURE WILL
1. THE SUFFIX "EM" DENOTES A FIXTURE SUPPLIED WITH AN EMERGENCY BATTERY DRIVER. CONNECT BATTERY DRIVER
4. COLOR SHALL BE SELECTED BY ARCHITECT.
INCLUDED
INCLUDED
INCLUDED
-
LED BATTERY EGRESS LIGHT WALL PER ARCH -LITHONIA ELM6L UVOLT LTP HO NOTE 2INCLUDED
CORD OF STRUCT.DWHXD
ENCLOSURE
4
5
MECHANICAL EQUIPMENT SCHEDULE
CIRCUITMCASYMBOL
FC
1 COIL
DESCRIPTION
FAN
H.P.VOLTS
12081-
Ø
30 -
WATTS FEEDER
1/2"C., 2-#12 + GROUND NOTES 1., 2.
REMARKS
FC
2 COIL
FAN 12081-30-
CU
1 UNIT
CONDENSING 22.1 208 1 - -A-27
MOCP
-
-
25
EH
1 HEATER
ELECTRIC - 208 1 - 2000
A-19-
EH
2 HEATER
ELECTRIC - 208 1 - 1000 A-24-
NOTES 1., 2.
NOTE 3.
1/2"C., 2-#12 + GROUND
1/2"C., 2-#10 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
A-23
SCHEDULE NOTES:
1. POWER INDOOR UNIT FROM OUTDOOR UNIT.
2. INSTALL A 1/2" CONDUIT FROM FAN COIL TO COND. UNIT FOR CONTROL.
3. PROVIDE AND INSTALL A LOCAL DISCONNECT.
Ensure this AIC rating of
this breaker is sufficient
Available fault current
calculation needed.