HomeMy WebLinkAboutPLANS - 21-00546 - Costa Vida - Drive-Thru AdditionJR
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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
DMEKBBIF21-094
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SED
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.
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 = 0.143, SS = 0.369
DESIGN SPECTRAL RESPONSE
ACCELERATIONS SD1 = 0.221, SDS = 0.370
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
SPECIAL MASONRY SHEARWALL(S)R = 5, CS = 0.074
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 28.3 PSF
NET UPLIFT ON ROOF 21.8 PSF (ASD)
2. VERTICAL LOADS:
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ROOF 35 PSF 20 PSF
3. DEFLECTION LIMITS:
ELEMENTS LIVE LOAD TOTAL LOAD
ROOF 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 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.
DEFERRED SUBMITTAL ITEMS:
PREFABRICATED STEEL ROOF JOISTS
MASONRY (CONCRETE BLOCK):
MINIMUM 28 DAY MASONRY STRENGTH SHALL BE 2000 PSI.
MASONRY COMPRESSIVE STRENGTH: NET COMPRESSIVE STRENGTH OF THE OVERALL
MASONRY SYSTEM (MORTAR, UNITS, AND GROUT) SHALL BE f'M=2,000 PSI (BY UNIT
STRENGTH METHOD)
1.VERTICAL REINFORCING: #5 AT 16 INCHES ON CENTER FULL HEIGHT OF WALL,
CENTERED IN GROUTED CELL AND AT ALL WALL INTERSECTIONS, CORNERS, WALL
ENDS, JAMBS, OVER LINTELS, AND EACH SIDE OF CONTROL JOINTS (MINIMUM
UNLESS NOTED OTHERWISE ON PLANS/DETAILS). TIE AT 8'-0" VERTICALLY, WITH
SINGLE WIRE LOOP TIE OR EQUIVALENT. DOWEL ALL REINFORCING TO FOUNDATION
WITH DOWELS TO MATCH AND LAP VERTICAL WALL OR COLUMN REINFORCING.
2.CONTROL JOINTS: UNLESS NOTED OTHERWISE ON THE PLANS, PLACE CONTROL
JOINTS IN MASONRY WALLS SUCH THAT NO STRAIGHT RUN OF WALL EXCEEDS 24'-0".
CONTROL JOINTS SHALL NOT OCCUR AT WALL CORNERS, INTERSECTIONS, ENDS,
WITHIN 24" OF CONCENTRATED POINTS OF BEARING OR JAMBS, OR OVER OPENINGS
UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.
3.HORIZONTAL REINFORCING: (MINIMUM UNLESS NOTED OTHERWISE ON
PLANS/DETAILS) ONE #5 BAR IN CENTER OF 16 INCH DEEP MINIMUM CONTINUOUS
GROUTED BOND BEAM AT ELEVATED FLOOR AND ROOF LINES. FOR 8 INCH THICK
WALLS, ONE #5 BAR IN CENTER OF 8 INCH DEEP CONTINUOUS GROUTED BOND BEAM
AT INTERVALS NOT TO EXCEED 48 INCHES ON CENTER AND AT TOP OF PARAPET OR
FREE STANDING WALLS.
FOR 12 INCH THICK WALLS, TWO #5 BARS IN CENTER OF 8 INCH DEEP CONTINUOUS
GROUTED BOND BEAM AT INTERVALS NOT TO EXCEED 48 INCHES ON CENTER AND
AT TOP OF PARAPET OR FREE STANDING WALLS.
HORIZONTAL BARS AT TOP OF PARAPET OR FREE STANDING WALLS SHALL BE
PLACED 8 INCHES DOWN FROM THE TOP IN AN UPSIDE DOWN BOND BEAM BLOCK.
PLACE HORIZONTAL BARS CONTINUOUS THROUGH CONTROL JOINTS. PROVIDE BENT
BARS PER TYPICAL DETAILS, TO MATCH HORIZONTAL BOND BEAM REINFORCING, AT
CORNERS AND WALL INTERSECTION TO MAINTAIN BOND BEAM CONTINUITY.
4.TENSION LAP SPLICES OF REINFORCING STEEL IN MASONRY SHALL BE AS FOLLOWS:
REBAR SIZE STANDARD LAP RETAINING WALLS
(AT FACE OF WALL)
#4 24"30"
#5 30"46"
#6 43"55"
#7 60"64"
#8 72"72"
5.REINFORCING PLACEMENT TOLERANCES: ALL DIMENSIONS SHOWING THE LOCATION
OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER OF
STEEL. TOLERANCES FOR PLACEMENT OF VERTICAL REINFORCING SHALL BE (±) 12"
PERPENDICULAR TO WALL AND (±) 2" ALONG THE LENGTH OF THE WALL. PROVIDE 12"
CLEARANCE BETWEEN MASONRY UNITS AND REINFORCING, AND REINFORCING
RUNNING IN THE SAME DIRECTION. LAPS MAY BE BESIDE OR OVER THE REINFORCING
BEING SPLICED.
6.BLOCK QUALITY: CONCRETE BLOCK SHALL BE LIGHTWEIGHT LOAD-BEARING
CONCRETE MASONRY UNITS CONFORMING TO ASTM 90 WITH A MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI. USE BOND BEAM UNITS AT HORIZONTAL
REINFORCING.
7.MORTAR: MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF THE ASTM C270 AND
ASTM C780 STANDARDS, TYPE M OR S.
8.GROUT: GROUT SHALL CONFORM TO REQUIREMENTS OF ASTM C476. USE
SUFFICIENT WATER FOR GROUT TO FLOW INTO ALL JOINTS OF THE MASONRY
WITHOUT SEGREGATION. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE
STRENGTH OF 2500 PSI AT 28 DAYS. ALL CELLS IN CONCRETE BLOCKS CONTAINING
REINFORCING SHALL BE FILLED SOLID WITH GROUT. ALL MASONRY BELOW FINISHED
FLOOR OR GRADE SHALL BE GROUTED SOLID. ALL GROUT SHALL BE MECHANICALLY
VIBRATED.
GROUT LIFTS OF 5 FEET OR LESS IS RECOMMENDED. FOR HIGHER GROUT LIFTS,
CLEANOUTS (3"x3") AT THE BOTTOM OF ALL VERTICALLY REINFORCED CELLS SHALL
BE PROVIDED. IN ADDITION, MECHANICAL DEVICES SHALL BE USED TO POSITION AND
SECURE REINFORCING WHEN GROUT LIFTS EXCEED 5 FEET IN HEIGHT. IN SOLID
GROUTED MASONRY, CLEANOUTS SHALL NOT BE SPACED MORE THAN 32" O.C.
9.BLOCK CONSTRUCTION: ALL BLOCKS SHALL BE PLACED IN RUNNING BOND
CONSTRUCTION (UNLESS OTHERWISE NOTED) WITH ALL VERTICAL CELLS IN
ALIGNMENT.
10.MISCELLANEOUS LINTELS:
FOR MISCELLANEOUS OPENINGS (4'-8" OR LESS) NOT SHOWN ON PLANS OR
IN A SCHEDULE, BUT REQUIRED BY OTHER DISCIPLINES (MECHANICAL,
ELECTRICAL, PLUMBING, ETC.) THE FOLLOWING OPTIONS MAY BE USED IN
8" MASONRY WALLS.
OPTION #1: GROUTED REINFORCED MASONRY LINTEL: REINFORCE WITH (2)
#4 HORIZONTAL BARS IN BOTTOM OF BOND BEAM OR LINTEL BLOCK AND
SHALL BE GROUTED SOLID TO A MINIMUM DEPTH OF 12 INCHES. ALL LINTEL
REINFORCING AND GROUT SHALL EXTEND 16 INCHES PAST JAMBS.
OPTION #2: DOUBLE ANGLE LINTELS: USE (2) L312X312X14 BACK-TO-BACK.
PROVIDE 12" MINIMUM OF GROUT OVER LINTELS. BEARING FOR STEEL
ANGLE LINTELS SHALL BE 4" (±) 1" AT EACH JAMB.
OPTION #3: POWERS STEEL LINTEL: PS8-8. GROUT LINTEL 8" DEEP. BEARING
FOR POWERS STEEL LINTELS SHALL BE 4" (±) 1" AT EACH JAMB.
THESE LINTELS, OR THE OPENING THEY SPAN, SHALL NOT BE PLACED SO
AS TO INTERFERE WITH THE REQUIREMENTS OF OTHER STRUCTURAL
ELEMENTS (I.E. BOND BEAMS, LINTELS, CONTROL JOINTS, CONCENTRATED
POINTS OF BEARING, ETC.) WITHOUT THE PRIOR APPROVAL OF THE
STRUCTURAL ENGINEER.
SOLID GROUT SHALL BE PROVIDED BETWEEN WEBS AND MASONRY FACE
SHELLS FOR FULL LENGTH OF ALL STEEL LINTELS. MORTAR MAY BE USED
FOR GROUT FOR THIS PURPOSE ONLY. FACE UNITS, SOAPS, ROMANS, ETC.,
SHALL BE LAID WITH FULL HEAD AND BED JOINTS.
FOR ADDITIONAL INFORMATION AT OPENINGS IN MASONRY WALLS, SEE
TYPICAL DETAILS.
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.
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
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 GENERAL STRUCTURAL NOTES ---
S1.2 TYPICAL DETAILS T-SERIES
S1.3 TYPICAL DETAILS T-SERIES
S2.0 FOUNDATION AND ROOF FRAMING
PLAN ---
S3.0 DETAILS 100 - 200
SERIES
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
DMEKBBIF21-094
PRO
F
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ENG I N E E R
S T ATE
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6/
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2
1
14
1
3
4
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SED
STRUCTURAL ENGINEERING
GENERAL STRUCTURAL NOTES
-CONTINUED - (APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS)
SPECIAL INSPECTION ITEMS:
1.THE OWNER OR THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE
CONTRACTOR, SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE
SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF
WORK SPECIFIED PER IBC SECTION 1705 AND IDENTIFY THE APPROVED AGENCIES
TO THE BUILDING OFFICIAL. SPECIAL INSPECTIONS ARE REQUIRED AS FOLLOWS:
2.QUALITY ASSURANCE PROGRAM:
A.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE
CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND
SPECIFICATIONS.
B.THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE
BUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL
DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN
AUTHORITY AND THE BUILDING OFFICIAL.
OPEN-WEB STEEL JOISTS AND JOIST GIRDERS (IBC TABLE 1705.2.3)
TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
A. END CONNECTIONS - WELDING OR BOLTED -X
B. BRIDGING - HORIZONTAL OR DIAGONAL -
1. STANDARD BRIDGING -X
2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS
LISTED IN SECTION 2207.1 X
1. OPEN-WEB STEEL JOISTS AND JOIST GIRDERS.
MASONRY - LEVEL B (TMS 402/ACI 530/ASCE 5 TABLE 3.1.2)
VERIFICATION AND INSPECTION
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS -X
2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE
FOLLOWING ARE IN COMPLIANCE:
A. PROPORTIONS OF SITE-PREPARED MORTAR X
B. CONSTRUCTION OF MORTAR JOINTS X
C. GRADE AND SIZE OF PRESTRESSING TENDONS AND
ANCHORAGES X
D. LOCATION OF REINFORCEMENT, CONNECTORS, AND
PRESTRESSING TENDONS AND ANCHORAGES X
E. PRESTRESSING TECHNIQUE X
F. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X X
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
A. GROUT SPACE X
B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR
BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES X
C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND
PRESTRESSING TENDONS AND ANCHORAGES X
D. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X
E. CONSTRUCTION OF MORTAR JOINTS X
4. VERIFY DURING CONSTRUCTION:
A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X
B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER
DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL
MEMBERS, FRAMES, OR OTHER CONSTRUCTION
X
C. WELDING OF REINFORCEMENT X
D. PREPARATION, CONSTRUCTION, AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE BELOW
40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F)
X
E. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X
F. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR
BONDED TENDONS IS IN COMPLIANCE X
G. PLACEMENT OF ACC MASONRY UNITS AND CONSTRUCTION
OF THIN-BED MORTAR JOINTS X X
5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS, AND/OR PRISMS X
ANCHORAGE TO CONCRETE:
ADHESIVE ANCHORS:
HILTI HIT-HY 200 PER ICC ESR-3187
HILTI HIT-RE 500 V3 PER ICC ESR-3814
SIMPSON AT-XP PER IAPMO ER-263
SIMPSON SET-XP PER ICC ESR-2508
MECHANICAL ANCHORS:
HILTI KWIK HUS PER ICC ESR-3027
HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917
SIMPSON TITEN HD PER ICC ESR-2713
SIMPSON STRONG BOLT-2 PER ICC ESR-3037
ADHESIVES:
HILTI HIT-HY 200 PER ICC ESR-3187
HILTI HIT-RE 500 V3 PER ICC ESR-3814
SIMPSON AT-XP PER IAPMO ER-263
SIMPSON SET-XP PER ICC ESR-2508
ADHESIVE ANCHORS:
HILTI HIT-HY 200 PER ICC ESR-3963
SIMPSON AT-XP PER IAPMO ER-281
SIMPSON SET PER ICC ESR-1772
MECHANICAL ANCHORS:
HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385
HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-3785
SIMPSON TITEN HD PER ICC ESR-1056
SIMPSON STRONG BOLT-2 PER IAPMO ER-240
ADHESIVE ANCHORS:
HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR-3963
SIMPSON AT-XP PER IAPMO ER-281
SIMPSON SET PER ICC ESR-1772
2.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN
WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR
SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT
IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED
PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR OR
IAPMO ER SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC
USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF
COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION
WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION
TEMPERATURE.
3.INSTALL THE ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN
THE ANCHOR PACKAGING.
4.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S
REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIR
ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST
RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S
PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT
OF INSTALLING ANCHORS.
5.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS
AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN
ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE
DRAWINGS.
POST-INSTALLED ANCHORS:
1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL
CONSIST OF THE FOLLOWING ANCHOR TYPES. ALL ANCHORS ARE TO BE INSTALLED
PER THE MANUFACTURERS RECOMMENDATIONS.
VERIFICATION AND INSPECTION OF STRUCTURAL STEEL
(PER AISC 360-CHAPTER N)
VERIFICATION AND INSPECTION OBSERVE PERFORM
1. INSPECTION TASKS PRIOR TO WELDING (TABLE N5.4-1)
A. WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE X
B. MANUFACTURER CERTIFICATIONS FOR WELDING
CONSUMABLES AVAILABLE X
C. MATERIAL IDENTIFICATION (TYPE/GRADE)X
D. WELDER IDENTIFICATIONS SYSTEM (THE FABRICATOR OR
ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY
WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER
CAN BE IDENTIFIED. (STAMPS, IF USED, SHALL BE THE LOW
STRESS TYPE)
X
E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY),
JOINT PREPARATION, DIMENSIONS (ALIGNMENT, ROOT
OPENING, ROOT FACE, BEVEL), CLEANLINESS (CONDITION
OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND
LOCATION) , BACKING TYPE AND FIT (IF APPLICABLE)
X
F. CONFIGURATION AND FINISH OF ACCESS HOLES X
G. FIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS
AT ROOT), CLEANLINESS (CONDITION OF STEEL SURFACES)
TACKING (TACK WELD QUALITY AND LOCATION)
X
H. CHECK WELDING EQUIPMENT X
2. INSPECTION TASKS DURING WELDING (TABLE N5.4-2)
A. USE OF QUALIFIED WELDERS X
B. CONTROL AND HANDLING OF WELDING CONSUMABLES,
PACKAGING, EXPOSURE CONTROL X
C. NO WELDING OVER CRACKED TACK WELDS X
D. ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN
LIMITS, PRECIPITATION AND TEMPERATURE X
E. WPS FOLLOWED, SETTINGS ON WELDING EQUIPMENT,
TRAVEL SPEED, SELECTED WELDING MATERIALS,
SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED,
INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.),
PROPER POSITION (F, V, H, OH)
X
F. WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING,
EACH PASS WITHIN PROFILE LIMITATIONS, EACH PASS
MEETS QUALITY REQUIREMENTS
X
3. INSPECTION TASKS AFTER WELDING (TABLE N5.4-3)
A. WELDS CLEANED X
B. SIZE LENGTH AND LOCATION OF WELDS X
C. WELDS MEET VISUAL ACCEPTANCE CRITERIA, CRACK
PROHIBITION, WELD/BASE-METAL FUSION, CRATER CROSS
SECTION, WELD PROFILES, WELD SIZE, UNDERCUT,
POROSITY
X
D. ARC STRIKES X
E. K-AREA (WHEN WELDING OF DOUBLER PLATES,
CONTINUITY PLATES OR STIFFENERS HAS BEEN,
PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB
K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD).
X
F. BACKING REMOVED AND WELD TABS REMOVED (IF
REQUIRED)X
G. REPAIR ACTIVITIES X
H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED
JOINT OR MEMBER X
VERIFICATION AND INSPECTION OF STEEL DECK
(PER SDI QA/QC)
VERIFICATION AND INSPECTION OBSERVE PERFORM
1. INSPECTION OR EXECUTION TASKS PRIOR TO DECK
PLACEMENT (TABLE 1.1)
A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK
ACCESSORIES) WITH CONSTRUCTION DOCUMENTS,
INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE
METAL THICKNESS
X
B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND
DECK ACCESSORIES X
4. INSPECTION TASKS PRIOR TO BOLTING (TABLE N5.6-1)
A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR
FASTENER MATERIALS X
B. FASTENERS MARKED IN ACCORDANCE WITH ASTM
REQUIREMENTS X
C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL
(GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE
EXCLUDED FROM SHEAR PLANE)
X
D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT
DETAIL X
E. CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE
FAYING SURFACE CONDITION AND HOLE PREPARATION,
IF SPECIFIED, MEET APPLICABLE REQUIREMENTS
X
F. PRE-INSTALLED VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR
FASTENER ASSEMBLIES AND METHODS USED
X
G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS,
WASHERS AND OTHER FASTENER COMPONENTS X
5. INSPECTION TASKS DURING BOLTING (TABLE N5.6-2)
A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION,
PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE
POSITIONED AS REQUIRED
X
B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR
TO THE PRETENSIONING OPERATION X
C. FASTENER COMPONENT NOT TURNED BY THE WRENCH
PREVENTED FROM ROTATING X
D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH
THE RCSC SPECIFICATION, PROGRESSING
SYSTEMATICALLY FROM THE MOST RIGID POINT
TOWARDS THE FREE EDGES
X
6. INSPECTION TASKS AFTER BOLTING (TABLE N5.6-3)
A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED
CONNECTIONS X
7. INSPECTION OF STEEL ELEMENTS OF COMPOSITE
CONSTRUCTION PRIOR TO CONCRETE PLACEMENT
(TABLE N6.1)
A. PLACEMENT AND INSTALLATION OF STEEL DECK X
B. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD
ANCHORS X
C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL
ELEMENTS X
8. INSPECTOR SHALL BE ON PREMISES FOR INSPECTION
DURING THE PLACEMENT OF ANCHOR RODS AND OTHER
EMBEDMENTS SUPPORTING STRUCTURAL STEEL (SECTION
N5.7)
X
2. INSPECTION OR EXECUTION TASKS AFTER TO DECK
PLACEMENT (TABLE 1.2)
A. VERIFY COMPLIANCE OF DECK AND ALL DECK
ACCESSORIES INSTALLATION WITH CONSTRUCTION
DOCUMENTS
X
B. VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL
CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION
DOCUMENTS
X
C. DOCUMENT ACCEPTANCE OR REJECTION OF
INSTALLATION OF DECK AND DECK ACCESSORIES X
3. INSPECTION OR EXECUTION TASKS PRIOR TO WELDING,
(TABLE 1.3)
A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE X
B. MANUFACTURER CERTIFICATIONS FOR WELDING
CONSUMABLES AVAILABLE X
C. MATERIAL IDENTIFICATION (TYPE/GRADE)X
D. CHECK WELDING EQUIPMENT X
4. INSPECTION OR EXECUTION TASKS DURING WELDING
(TABLE 1.4)
A. USE OF QUALIFIED WELDERS X
B. CONTROL AND HANDLING OF WELDING CONSUMABLES X
C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE,
TEMPERATURE)X
D. WPS FOLLOWED X
5. INSPECTION OR EXECUTION TASKS AFTER WELDING
(TABLE 1.5)
A. VERIFY SIZE AND LOCATION OF WELDS, INCLUDING
SUPPORT, SIDELAP, AND PERIMETER WELDS X
B. WELDS MEET VISUAL ACCEPTANCE CRITERIA X
C. VERIFY REPAIR ACTIVITIES X
D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS X
6. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL
FASTENING (TABLE 1.6)
A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE,
FOR MECHANICAL FASTENERS X
B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION X
C. PROPER STORAGE FOR MECHANICAL FASTENERS X
7. INSPECTION OR EXECUTION TASKS DURING MECHANICAL
FASTENING (TABLE 1.7)
A. FASTENERS ARE POSITIONED AS REQUIRED X
B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS X
8. INSPECTION OR EXECUTION TASKS AFTER MECHANICAL
FASTENING (TABLE 1.7)
A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT
FASTENERS X
B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP
FASTENERS X
C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER
FASTENERS X
D. VERIFY REPAIR ACTIVITIES X
E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL
FASTENERS X
ANCHORAGE TO SOLID GROUTED MASONRY:
ANCHORAGE TO HOLLOW/MULTI-WYTHE MASONRY:
REBAR DOWELING TO CONCRETE:
KEYNOTES:
1.FINISHED GRADE WHERE OCCURS
2.DO NOT EXCAVATE A TRENCH CLOSER
THAN A 45 DEGREE 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 1 4 SLAB THICKNESS IN
DEPTH - CUT SHALL BE MADE SOON
ENOUGH TO PREVENT SHRINKAGE
CRACKING, BUT NOT SO SOON AS TO
CAUSE SPALLING OF THE CONCRETE
WHILE SAWING. WORK MUST BE
COMPLETE WITHIN 16 HOURS OF
CONCRETE PLACEMENT.
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.
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
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 EMBEDMENT2
3"
CLR
3"
CL
R
24"
24"
1
3
2 1
4
24"
24"
T8 CONCRETE FOOTING AT CONCRETE WALL
TD12 NO SCALE
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"
T9 STEEL REINFORCING LAP SPLICES IN CONCRETE
TD14 NO SCALE
T10 PLAN - CORNER AND END REINFORCING IN MASONRY WALLS
TD45 NO SCALE
KEYNOTES:
1.MASONRY WALL
2.BOND BEAM REINFORCING
3.CORNER BARS SAME SIZE AND SPACING
AS HORIZONTAL REINFORCING -
MINIMUM LAP PER G.S.N.
4.END #4 x 38" LONG (19" EACH LEG)
HAIRPIN AT SAME SPACING AS
HORIZONTAL REINFORCING
INTERSECTION
CORNER
1
332
2
1
2
1
1
2
3
4
2 1
END WALL
T11 TYPICAL MASONRY LINTEL
TD48 NO SCALE
KEYNOTES:
1.CONTINUE STANDARD WALL
REINFORCING THROUGH THE MASONRY
LINTEL
2.SOLID GROUT ALL LINTELS AND 2'-0" MIN
INTO ADJACENT WALLS
3.WALL REINFORCING TO EXTEND AND
HOOK BOTTOM LINTEL REINFORCEMENT
4.MASONRY LINTELS REINFORCEMENT,
SEE SCHEDULE
1
LI
N
T
E
L
D
E
P
T
H
SE
E
S
C
H
E
D
U
L
E
TY
P
I
C
A
L
M
A
S
O
N
R
Y
WA
L
L
A
B
O
V
E
WIDTH
NOTE:
A.SEE GSN FOR SPECIAL INSPECTION
REQUIREMENTS OF MASONRY LINTELS
B.ANY BAR SPLICES SHALL HAVE A MINIMUM
LENGTH OF 72 BAR DIA.
C.PROVIDE 90° STANDARD HOOK WHERE
HORIZONTAL REINFORCING DOES NOT
EXTEND 2'-0" BEYOND OPENING
2
3
1
4"
MA
X
T12 POST-INSTALLED ANCHORS IN MASONRY WALLS
TD49 NO SCALE
KEYNOTES:
1.MASONRY WALL, SEE PLAN
2.ANCHOR INSTALLATION NOT ALLOWED
IN HATCHED AREAS, TYPICAL
114"
MI
N
2
1
11
4"
MIN
T13 PLAN - TYPICAL MASONRY JAMB
TD51 NO SCALE
KEYNOTES:
1.VERTICAL BAR, SEE PLAN
2.#3 36" LONG (18" EACH LEG) HAIRPIN AT
HORIZONTAL BAR SPACING
3.TYPICAL HORIZONTAL BAR, SEE PLAN
4.JAMB LENGTH, SEE PLAN, SOLID GROUT
5.(2) #4 HORIZONTAL BARS AT 48" O.C. W/
HOOKS EACH END
1
2
3
4
4
2
"
CL
R
2
3
11
TYPE "A"
TYPE "B"
NOTES:
A.PROVIDE FOUNDATION VERTICAL
DOWEL TO MATCH AND LAP W/
VERTICAL JAMB REINFORCING
OPENING
OPENING
TYPE "C"
4 OPENING
511
11
OPENING
2
"
CL
R
TYP 3/16
CROSS BRIDGING
HORIZONTAL BRIDGING
KEYNOTES:
1.MASONRY WALL, SEE PLAN
2.L3x3x1 4" ANGLE TO RECEIVE BRIDGING
W/ (1) 5 8"Øx6" LONG TITEN HD
3.STEEL JOIST, SEE PLAN
3
2
1
3/16
TYP 3/16
3/16
1
3
2
T14 TYPICAL JOIST BRIDGING AT MASONRY WALL
TD64 NO SCALE
3/16
TYP
TYP 3/16
1/4"±
KEYNOTES:
1.ROOF FRAMING MEMBER
2.ANGLE 4"x4"x14"
3.FACE OF FRAMING MEMBER
1
1
2
3
2
4'
-
0
"
MA
X
4'-0"
MAX
6'
-
6
"
MA
X
TYP 3/16
T15 PLAN - TYPICAL OPENING IN ROOF FRAMING
TD65 NO SCALE
OPEN
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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
DMEKBBIF21-094
T16 TYPICAL MASONRY WALL REINFORCING AROUND OPENINGS - ELEVATION
T66 NO SCALE
KEYNOTES:
1.8" DEEP BOND BEAM W/ (1) #5
CONTINUOUS AT TOP OF PARAPET
2.ROOF LINE
3.16" DEEP BOND BEAM W/ (2) #5
CONTINUOUS AT ROOF AND FLOOR
LINES
4.PROVIDE 90° STANDARD HOOK WHERE
LINTEL REINFORCING EXTENDS LESS
THAN 24" BEYOND OPENING
5.TYPICAL CORNER OR JAMB VERTICAL
BARS
6.PROVIDE (1) #5 HORIZONTAL BAR
BELOW OPENINGS
7.TYPICAL WALL REINFORCING, SEE PLAN
8.FOUNDATION VERTICAL DOWEL, MATCH
ALL VERTICAL WALL REINFORCING
9.LINTEL REINFORCING, SEE PLAN
10.FULL HEIGHT VERTICAL JAMB
REINFORCING, SEE PLAN
11.SEE TYPICAL MASONRY LINTEL DETAIL
12.SEE TYPICAL MASONRY JAMB DETAIL
NOTE:
A.GROUT ALL CELLS CONTAINING
REINFORCING. SEE PLAN FOR LOCATION
OF WALLS REQUIRING FULL GROUTING
B.SPECIAL INSPECTION REQUIRED, SEE GSN
C.SEE PLAN AND CORRESPONDING DETAILS
FOR LINTEL AND JAMB REINFORCING
REQUIREMENTS
24"
MIN TYP
24"
MIN TYP
1
10
9
4
6
2
5
8
MI
N
L
A
P
12
11
11
12
OPEN
OPEN
3
T17 TYPICAL SMALL OPENING IN STEEL DECK
TD_SF10 NO SCALE
1/8
OPEN
WEB RIB
RIB
KEYNOTES:
1.STEEL DECK, SEE PLAN
2.ANGLE SUPPORT L2x2x3 16" BELOW DECK,
ANGLE MAY BE PLACED ON TOP OF DECK
W/ PRIOR APPROVAL OF ARCHITECT
3.WELD 2" AT EACH RIB, TYPICAL
NOTE:
A.AN OPENING WHICH CUTS ONE WEB (4"
MAX DIMENSION PERPENDICULAR TO
RIBS), MAY BE CUT IN DECK WITHOUT ANY
SPECIAL REINFORCING.
B.AN OPENING WHICH CUTS TWO WEBS (8"
MAX DIMENSION PERPENDICULAR TO
RIBS), WILL REQUIRE ANGLE SUPPORT
SHOWN ABOVE.
C.ANY OPENING WHICH CUTS MORE THAN
TWO WEBS, FRAME OPENING W/ TYPICAL
ANGLE SUPPORT FRAME, SEE TYPICAL
OPENING IN STEEL DECK DETAIL.
A
3
SECTIONA TYPICAL DECK SECTION
2
2
1
1
2
T18 TYPICAL PIPE SLEEVE THROUGH ROOF DECK
TD_SF11 NO SCALE
PLAN VIEW
KEYNOTES:
1.PIPE SLEEVE
2.18 GA PLATE W/ #10 SHEET METAL
SCREWS AT 6' O.C., EACH WAY
3.METAL ROOF DECK, SEE PLAN
12" SQR < 4"Ø
24" SQR < 8"Ø
36" SQR < 12"Ø
1
23
2
T19 TYPICAL SPLICE IN CONTINUOUS STEEL CHORD/EDGE ANGLE
TD_SF15 NO SCALE
KEYNOTES:
1.STEEL CHORD/EDGE ANGLE - FOR SIZE
AND LOCATION, SEE PLAN
2.8" LONG x 2"x3 8" THICK STEEL PLATES
1/2" M
A
X
1/4
TYP
1
1
2
2
KEYNOTES:
1.MASONRY WALL
2.CONTROL JOINT
3.CONTROL JOINT MATERIAL PER ARCHITECTURAL
DRAWINGS AND SPECIFICATIONS
4.(1) VERTICAL BAR EACH SIDE IN SOLID GROUTED
CELLS TO MATCH VERTICAL WALL REINFORCING
5.#3x36" LONG (18" EACH LEG) HAIRPIN AT
HORIZONTAL BAR SPACING
6.TYPICAL HORIZONTAL BAR, SEE PLAN
7.EXTERIOR GRADE SEALANT OVER BACKER ROD
NOTE:
A.BOND BEAM BARS AT FLOOR AND ROOF LINES
SHALL RUN CONTINUOUS THROUGH CONTROL
JOINT
6
4
4
5
5
6
6
A
PLANA
T20 CONTROL JOINT IN MASONRY WALL
TD52 NO SCALE
1
3
2
7
7
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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
DMEKBBIF21-094
J2
101
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
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
W3 W3
W2
W2
W2
11'-4"
30
'
-
8
"
9'
-
4
"
8'
-
0
"
3'-0"
3'-0"
(E
)
L
L1
L1
L2
101
202
101
201
201
203
101
101
102
1
1
J2
J1J2
1
201
1
J2
J3
J3
J1
J2
204
J2 J1
J2
J1
22 GAGE VERCO PLB-36 DECK W/
HILTI HSN-24 PINS AT 36/7/4 PATTERN
AND VSC2 AT 12" O.C. SIDE LAP
CONNECTION
ALL DECKING SHALL BE
DOUBLE SPAN MIN.
10
K
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L
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AT
6
'
-
0
"
O
.
C
.
(3
5
0
/
2
3
0
)
J3
J3
J2
WF18 / W1
3'-4"
48
'
-
0
"
W2
202
15
'
-
4
"
5'
-
8
1 4"
5'
-
8
1 4"
250#
VERIFY
W/MECHANICAL
W2
750#
2'-0"
CJ
WEIGHT
(E
)
L
2
2
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
DMEKBBIF21-094
1.EPOXY HORIZONTAL REINFORCING FOR NEW WALL INTO EXISTING WALL W/
HILTI HIT-HY 200 EPOXY AND 4" MIN. EMBEDMENT
2.PROVIDE L4x4x14 BELOW PERIMETER OF RTU AND PROVIDE ANGLES AT
PENETRATIONS IN ROOF PER "TYPICAL OPENING IN ROOF FRAMING" DETAIL
PLAN KEYNOTESX 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
WF18 CONT 18"10"(2) #4 CONT BOTTOM 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.---
W2 8" MASONRY #5 AT 32" O.C.#5 AT 48" O.C.---
W3 8" MASONRY #5 AT 32" O.C.#5 AT 24" O.C.---
SCALE:
ROOF FRAMING PLAN
1/4" = 1'-0"
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 EXISTING
WALLS.
F.WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
G.W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR
MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL
INFORMATION.
H.L1, L2, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE OR
MASONRY LINTEL. SEE LINTEL SCHEDULE FOR ADDITIONAL
INFORMATION.
I.J1, J2, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE OR
MASONRY JAMB. SEE JAMB SCHEDULE FOR ADDITIONAL
INFORMATION.
J.CJ- AS SHOWN ON PLAN INDICATES A CONTROL JOINT IN A
CONCRETE OR MASONRY WALL. SEE GSN AND TYPICAL
DETAIL. JOINTS MAY BE SHOWN, BUT NOT NOTED ON THIS
PLAN. SEE FOUNDATION PLAN FOR NOTED LOCATIONS.
K.FOR SIDEWALK AND LANDING LOCATIONS, SEE
ARCHITECTURAL DRAWINGS.
L.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION,
M.FOR CLARITY, ALL ROOF OPENINGS MAY NOT BE SHOWN ON
THE ROOF FRAMING PLAN. FOR EXACT SIZE, NUMBER AND
LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL,
PLUMBING, AND ELECTRICAL DRAWINGS. FOR FRAMING AT
OPENINGS, SEE TYPICAL DETAILS.
N. INDICATES HVAC EQUIPMENT ON ROOF OR IN
ATTIC SPACE. SEE TYPICAL DETAILS FOR
FRAMING INFORMATION.
U.N.O XXXX# AT UNITS INDICATES ADDITIONAL DEAD LOAD
THAT JOIST MANUFACTURER SHALL DESIGN FOR TO SUPPORT
UNITS.
U.N.O PROVIDE L4x4x14 AROUND PERIMETER OF UNIT AND
ATTACH IN MANNER SIMILAR TO THAT SHOWN IN "TYPICAL
OPENING IN ROOF FRAMING DETAIL"
VERIFY EXACT SIZE AND WEIGHT OF EQUIPMENT ON ROOF
WITH MECHANICAL DRAWINGS.
PLAN NOTES
LINTEL (L) SCHEDULE
MARK SIZE REINFORCING
L1 16" DEEP (1) #4 TOP AND BOTTOM
L2 16" DEEP (2) #4 TOP AND BOTTOM
JAMB (J) SCHEDULE
SEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATION
MARK REBAR AND
QUANTITIES TYPE LENGTH REMARKS
J1 (2) #5 A 8"REBAR CENTERED
J2 (2) #5 B 16"REBAR EACH FACE
J3 (4) #5 C 18"REBAR EACH FACE
101 MASONRY WALL AT FOUNDATION
CM_S101 NO SCALE
KEYNOTES:
1.MASONRY WALL, SEE PLAN
2.DOWEL TO MATCH VERTICAL MASONRY
WALL REINFORCING SIZE AND SPACING
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
3"
CLR
3"
CL
R
2'
-
6
"
LA
P
M
I
N
2'
-
0
"
LA
P
M
I
N
8
7
6
8
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
3"
CLR
3"
CL
R
18"
18"
8
7
6
8
5
4
3
1
2
102 CONCRETE SLAB AT FOUNDATION
CM_S103 NO SCALE
201 STEEL JOIST AT MASONRY WALL
MS-SC216 NO SCALE
KEYNOTES:
1.CONT L6x4x3/8 (LLV) W/ (1) 1/2" Ø EPOXY
BOLT AND 5" MIN. EMBEDMENT AT 24" O.C.
USE HILTI-HY 270 EPOXY SYSTEM
2.BOUNDARY ATTACHMENT, SEE PLAN
3.STEEL DECK, SEE PLAN
4.STEEL JOIST, SEE PLAN
5.MASONRY WALL, SEE PLAN
6.16" DEEP BOND BEAM W/ (2) #5 BARS
CONTINUOUS
7.8" DEEP BOND BEAM W/ (1) #5 BAR
CONTINUOUS AT TOP OF PARAPET
8.L2 12x2 12x14 BETWEEN EACH JOIST
9.CONT 2x PT PLATE W/ 1/2" Ø
ANCHOR BOLTS AT 32" O.C. W/ 4"
MIN. EMBEDMENT
5
6
7
1
2
3
4
202 STEEL JOIST AT MASONRY WALL
MS-SC216 NO SCALE
KEYNOTES:
1.CONT L3x3x1/4 W/ (1) 1/2" Ø EPOXY BOLT
AND 5" MIN. EMBEDMENT AT 24" O.C. USE
HILTI-HY 270 EPOXY SYSTEM.
2.BOUNDARY ATTACHMENT, SEE PLAN
3.STEEL DECK, SEE PLAN
4.STEEL JOIST, SEE PLAN
5.MASONRY WALL, SEE PLAN
6.16" DEEP BOND BEAM W/ (2) #5 BARS
CONTINUOUS
7.8" DEEP BOND BEAM W/ (1) #5 BAR
CONTINUOUS AT TOP OF PARAPET
8.CONT 2x PT PLATE W/ 1/2" Ø
ANCHOR BOLTS AT 32" O.C. W/ 4"
MIN. EMBEDMENT
5
6
7
1
2
3
4
1/4 3
31/4 3/16 3-12
8
203 STEEL JOIST AT EXISTING WALL
MS-SC216 NO SCALE
204 STEEL JOIST ATEXISTING WALL
MS-SC216 NO SCALE
KEYNOTES:
1.CONT L3x3x1/4 W/ (1) 1/2" Ø EPOXY BOLT
AND 5" MIN. EMBEDMENT AT 24" O.C.
USING HILTY-HY 270 EPOXY SYSTEM. (THIS
APPLIES FOR A SOLID-GROUTED WALL,
SEE KEYNOTE 6 IF EXISTING WALL IS NOT
GROUTED)
2.BOUNDARY ATTACHMENT, SEE PLAN
3.STEEL DECK, SEE PLAN
4.STEEL JOIST, SEE PLAN
5.EXISTING WALL
6.AT EXISTING WALL, IF MASONRY IS
NOT GROUTED AT LOCATION
WHERE ANCHOR BOLT IS TO BE
INSTALLED, BOLT SPACING MUST
BE REDUCED TO 8" O.C. USE
HILTI-HY 270 SCREEN TUBE EPOXY
SYSTEM W/ 2-1/2" OF EMBEDMENT
KEYNOTES:
1.CONT L6x4x3/8 (LLV) W/ (1) 1/2" Ø EPOXY
BOLT AND 5" MIN. EMBEDMENT AT 24" O.C.
USING HILTI-HY 270 EPOXY SYSTEM (THIS
APPLIES FOR A SOLID-GROUTED WALL,
SEE KEYNOTE 7 IF EXISTING WALL IS NOT
GROUTED)
2.BOUNDARY ATTACHMENT, SEE PLAN
3.STEEL DECK, SEE PLAN
4.STEEL JOIST, SEE PLAN
5.EXISTING WALL
6.L212,212, 14 BETWEEN EACH JOIST
7.AT EXISTING WALL, IF MASONRY IS
NOT GROUTED AT LOCATION
WHERE ANCHOR BOLT IS TO BE
INSTALLED, BOLT SPACING MUST
BE REDUCED TO 8" O.C. USE
HILTY-HY270 SCREEN TUBE EPOXY
SYSTEM W/ 2-1/2" OF EMBEDMENT
5
1
2
3
4
5
1
2
3
4
1/4 3
31/4 3/16 3-12
6
9
112"
8
112"
112"
7
112"
6
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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
DMEKBBIF21-094
Engineered
Systems
Associates
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
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B
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Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
831
MAY 2021
SR
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FLOOR PLAN - MECHANICAL
NorthSCALE: 1/4" = 1'-0"
PLAN NOTES:
M1.1
ME
C
H
A
N
I
C
A
L
F
L
O
O
R
P
L
A
N
ELECTRONIC THERMOSTAT
EQUIPMENT SYMBOLFC
1
T
INSULATED FLEXIBLE DUCT
RECTANGULAR SUPPLY AND
RETURN AIR DUCT TAKE-OFF
TURNING VANES
DUCT TRANSITION
MECHANICAL LEGEND
DESCRIPTIONSYMBOL
CEILING RETURN AIR GRILLE
PROVIDE TRANSITION FROM ROOFTOP UNIT SUPPLY AND
RETURN AIR DUCTWORK INLET & OUTLET TO 16x14 SUPPLY AND
RETURN AIR DUCTWORK.
1
1
KH
1
EF
(ON ROOF)
10"Ø EA DUCT
TRT-1
1
RT
D-1
400
D-1
400
D-1
400
R-1(2)
REMARKSWBMBH
COOLING
EATLATEATCONN
GAS
BTU IN
HEATING
BTU OUTWEIGHTMCACHARH.P.
BLOWER
ROOF TOP HEATING & AIR CONDITIONING UNIT SCHEDULE
SPESYM.CFM REQUIRED
OUTSIDE AIR
1
RT 1,200 62°F36.0 80°F LENNOX LGH036H4B WITH FACTORY ROOF CURB AND
ECONOMIZER104°F65°F3/4"550#28.03/40.7"450 208/60/1 81,000 65,000
CEILING SUPPLY DIFFUSER
ROOF MOUNTED UP-BLAST EXHAUST FAN
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.
CEILING DIFFUSERS ARE SHOWN IN APPROXIMATE LOCATIONS.
REFER TO LIGHTING PLANS AND REFLECTED CEILING PLAN FOR
EXACT LOCATIONS.
DUCT DIMENSIONS CALLED OUT ON DRAWINGS ARE INSIDE FREE
AREA DIMENSIONS. ACOUSTICAL DUCT LINER ARE TO BE ADDED
TO OVERALL MEASUREMENTS.
ALL DUCTWORK AND PIPING WHICH PASSES THRU FIRE RATED
WALLS TO BE FIRE STOPPED WITH APPROVED FOAM OR
SEALANT. REFER TO SPECIFICATIONS FOR APPROVED
MANUFACTURES.
F-
E-
D-
C-
B-
GENERAL NOTES:
R-1
D-1
CFM
REMARKSFIRE
DAMPERFINISHCONSTR.DAMPER
BALANCINGCFM
RANGESIZE THROW
GRILLE AND REGISTER SCHEDULE
PATTERNTYPESYM.
CEILING NA NANASTEEL450-70016x16 PRICE MODEL 535
STEEL NA NACEILING12x12 PRICE MODEL SMD
IN 24x24 LAY-IN MODULE300-450 WHITE
WHITE IN 24x24 LAY-IN MODULE
DRIVE THRU
101
PREP
102
PREP
103
(E) COSTA VIDA RESTAURANT
1
KH
10"Ø
E
A
SCALE: 1/4" = 1'-0"
KITCHEN HOOD SECTION
M-1
A
M-1
A
80
"
TORTILLA
GRIDDLE
EXHAUST FAN SCHEDULE
REMARKSR.P.M.WATTS CHAR.CONTROLC.F.M.TYPE S.P.E.
EF
1
SYM.
ROOF MOUNTED 600 0.5 1/3 H.P.120/60/1 1316 CAPTIVEAIRE MODEL DU33HFA UPBLAST FAN WITH FACTORY ROOF
CURB TO MATCH ROOF SLOPE AND BACKDRAFT DAMPER.HOOD
INTELOCK W/
LENGTH
KH
SYM.
1
WIDTH
48"
KITCHEN HOOD UNIT SCHEDULE
HEIGHT
24"
TYPE
VAPOR HOOD
EXH
CFM
600
FAN
SYM
1
EF
DUCT
EXHAUSTMAKE-UP
CFM
450 10"Ø
WEIGHT
163 LBS48"TYPE 2
REMARKS:
CAPTIVEAIRE MODEL 4824VHB S.S. HOOD WITH 24" HIGH FIELD WRAPPER ON FRONT AND LEFT. MOUNT HOOD AT 80" A.F.F TO
BOTTOM OF HOOD.
SCALE: 1/4" = 1'-0"
KITCHEN HOOD DETAIL
4'
-
0
"
4'-0"
10"Ø EXHAUST RISER
24"
HIGH TEMP LIGHT FIXTURE
PROVIDE STAINLESS STEEL EXTENSION
FROM HOOD TO CEILING.
10"Ø EXHAUST RISER
40
"
M
I
N
5'-0" MIN.PARAPET
MOUNT FAN ON 20" HIGH ROOF CURB
(E
)
C
O
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A
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16
x
1
4
R
A
HD
10
"
Ø
S
A
HD
HD
FROM RT-1
16
x
1
4
S
A
10"Ø SA
10"Ø SA
10"Ø SA
12"Ø RA
12"Ø RA
1
1
Engineered
Systems
Associates
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
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O
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U
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Job Number:
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Revisions:
OF
831
MAY 2021
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M2.0
ME
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A
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D
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S
CEILING DIFFUSER DETAIL WITH FLEXIBLE DUCT
NO SCALE
DUCT
SUPPORT
1" ACOUSTICAL DUCT
LINER ON INTERIOR
OF DUCT.
24" MAX TO
FIRST SUPPORT
RIGID SPIN-
IN FITTING
HAND DAMPER
HANDLE
ROUND RIGID DUCT.
WING NUT
RECTANGULAR
SUPPLY DUCT
GLUE FLEX DUCT TO FITTING,
CLAMP DOWN WITH STRAP AND
SCREW SOLID TO RIGID FITTING
ATTACH TO RIGID DUCT
WITH DRAW BAND
OPPOSED BLADE
DAMPER WHERE
SPECIFIED
LAY-IN DIFFUSER LAY-IN CEILING
ROUND TO
SQUARE
TRANSITION
GLUE FLEX DUCT TO
ADAPTER & CLAMP
DOWN WITH STRAP.
ROUND FLEXIBLE SUPPLY
DUCT TO CEILING DIFFUSER
8'-0" MAX. LENGTH
24" MAX TO
FIRST SUPPORT
DUCT SUPPORT
EXTERNAL DUCT INSULATION
ON ALL ROUND RIGID
DUCT- WORK AND FITTINGS.
REINFORCING
DUCT CONSTRUCTION AND HANGER DETAIL
MENDED
GAGE
24
26
DRIVE
RECOM-
SLIP
NO SCALE
19 - 30
13 - 18
UP THRU 12
LONGEST
INCHES
SIDE,
DIMENSION
NONE REQUIRED26
NONE REQUIRED
1"x1"x1/8" @ 60 IN24
24
(ALL
FOUR
SIDES)
OF
GAGE
METAL
SHEET
BETWEEN
INTERMEDIATE
REINFORCING
JOINTS &/OR
TRANSVERSE
ANGLE SIZE
SPACING
LONGITUDINAL
AND MAXIMUM
2"2"
26
MAX.
12" OC
24
24-
S SLIP
RECOM-
MENDED
GAGE
HEMMED
1"
TRANSVERSE REINFORCING (1)
MINIMUM AT JOINTS
(1) TRANSVERSE REINFORCING SIZE IS DETERMINED BY
DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.
GRIP NAILS SHALL BE INSTALLED
BY GRIPNAIL AIR HAMMER OR BY
AUTOMATIC FASTENER EQUIP.
METAL FASTENERS - OMARK INSULPINS,
DURO DYNE FASTENERS OR GRIPNAILS.
STRAPS TO BE
TIGHT AGAINST
DUCTWORK
HANG DUCTS UP TO 30"
WIDTH WITH 1" x 18 GAGE
STRAPS AT 10'-0"
MAXIMUM SPACING.
SELF-TAPPING CADMIUM
PLATED HEX HEAD SHEET
METAL SCREW
NO POP RIVETS ALLOWED
HANGER STRAPS
SHEET METAL DUCT
NOT MORE THAN 2"
FROM EDGE OF LINER
ALL ENDS OF LINER TO BE
COATED WITH ADHESIVE.
SEE SPECIFICATIONS.
1" THICK DUCT
LINER
TOP AND BOTTOM
SECTION OF LINER
SHALL OVERLAP
THE SIDES
ENDS OF LINER SHALL BE
BUTTED FIRMLY TOGETHER
LINER TO BE ADHERED TO
DUCT W/100% ADHESIVE
SEE SPECIFICATIONS.
UNIT
ROOFTOP
ROOF CURB
STRIP
NAILING
ROOF DECK
JOISTS
COUNTER FLASHING
PREPARED SURFACE
SINGLE PLY ROOFING
ROOFING MATERIAL
SINGLE PLY
CANT STRIP
NEOPRENE WASHERS
FASTENER WITH
INSULATION
RIGID
ROOF DECK
JOISTS
OF HOW TRUSSES ARE RUNNING
AS POSSIBLE REGARDLESS
UNIT OVER AS MANY TRUSSES
WEIGHT OF THE MECHANICAL
MANNER AS TO SPREAD THE
OVER ROOF JOISTS IN SUCH A
POSITION ROOF CURB NOTE:
NO SCALE
TYPICAL ROOFTOP MOUNTING DETAIL
FLEXIBLE DUCT SUPPORT DETAIL
NO SCALE
2' -
0
"
M
A
X
I
M
U
M
FOOT OF SUPPORT
SPACING.
MAX. SAG 1/2" PER
BAND CLAMP
1"x18 GAGE
SECURE TO
STRUCTURE.
ROOF TOP EXHAUST FAN DETAIL
NO SCALE
SPUN ALUMINUM
UP-BLAST ROOF
EXHAUSTER
ROOFING
EXHAUST DUCT UP FROM
BELOW, SIZE AS SHOWN
ON KITCHEN HOOD DETAILS
SECURE & CAULK
TO CURB
FACTORY HINGED CURB TO
MATCH ROOF SLOPE
1
EF
Engineered
Systems
Associates
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
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,
I
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A
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8
3
4
4
0
VO
I
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(
2
0
8
)
3
5
9
-
2
3
0
9
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(
2
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8
)
3
5
9
-
2
2
7
1
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W
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Job Number:
Date:
Drawn By:
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Drawing Number:
File:
Revisions:
OF
831
MAY 2021
SR
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CO
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ID
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N
FLOOR PLAN - PLUMBING
NorthSCALE: 1/4" = 1'-0"
PLAN NOTES:
P1.1
PL
U
M
B
I
N
G
F
L
O
O
R
P
L
A
N
CONNECT NEW 4" WASTE LINE TO EXISTING 4" OR LARGER
SEWER. FIELD VERIFY EXACT LOCATION AND DIRECTION OF
FLOW OF EXISTING SEWER MAIN.
INSTALL 1/2" BACKFLOW PREVENTOR ON 1/2" CW LINE SERVING
(2) ICE MAKERS. RUN DRAIN LINE TO FLOOR SINK BELOW WITH
AIR GAP. SEE DETAIL ON SHEET P2.0
CONNECT NEW 3/4" CW AND 1/2" HW LINES TO EXISTING 3/4" HOT
AND COLD WATER LINES AT WATER HEATER. FIELD VERIFY
EXACT LOCATION OF EXISTING PIPING.
RELOCATE EXISTING 4" PVC INTAKE AND CONNECT TO EXISTING
INTAKE ON ROOF NEXT TO EXISTING WATER HEATER FLUE.
FIELD VERIFY EXISTING CONDITIONS.
CONNECT NEW 3/4" (2 PSI) GAS LINE TO EXISTING 3/4" (2 PSI) OR
LARGER GAS LINE ON ROOF. FIELD VERIFY EXISTING LOCATION
OF GAS LINE.
INSTALL NEW GAS LINE ON ROOF ON ERICO PIPE PIER
SUPPORTS OR APPROVED EQUAL AT 10'-0" ON CENTER.
INSTALL 2 PSI TO OZ. GAS REGULATOR ON 3/4" GAS LINE
SERVING NEW RTU SIZED FOR ACTUAL BTU LOAD OF UNIT
SUPPLIED. CONNECT NEW 3/4" (OZ.) GAS LINE TO UNIT
COMPLETE WITH SHUT-OFF VALVE, DIRT LEG AND FLEXIBLE
CONNECTION. SEE DETAIL ON SHEET P2.0.
DROP 3/4" (2 PSI) GAS LINE DOWN EXPOSED ON INTERIOR SIDE
OF WALL TO SERVE GAS FIRED TORTILLA GRIDDLE. INSTALL 2
PSI TO OZ. GAS REGULATOR ON GAS LINE SIZED FOR ACTUAL
BTU LOAD OF GRIDDLE SUPPLIED. CONNECT 3/4" (OZ.) GAS LINE
TO GRIDDLE COMPLETE WITH SHUT-OFF VALVE, FLEXIBLE
CONNECTION AND DIRT LEG. SEE DETAIL ON SHEET P2.0
DROP 3/4" (2 PSI) GAS LINE DOWN THRU ROOF TO CEILING SPACE
AND RUN AS SHOWN TO SERVE TORTILLA GRIDDLE. SEAL ROOF
PENETRATION WEATHERTIGHT.
RELOCATE EXISTING SEWER CLEAN OUT TO GRADE TO NEW
LOCATION OUTSIDE OF NEW ADDITION. FIELD VERIFY EXISTING
SEWER LOCATION AND MODIFY AS REQUIRED.
RUN 3/4" CONDENSATE DRAIN LINE FROM ROOFTOP UNIT TO
ROOF AS SHOWN ON DETAIL ON SHEET P2.0
1
1
RT
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.
CEILING DIFFUSERS ARE SHOWN IN APPROXIMATE LOCATIONS.
REFER TO LIGHTING PLANS AND REFLECTED CEILING PLAN FOR
EXACT LOCATIONS.
DUCT DIMENSIONS CALLED OUT ON DRAWINGS ARE INSIDE FREE
AREA DIMENSIONS. ACOUSTICAL DUCT LINER ARE TO BE ADDED
TO OVERALL MEASUREMENTS.
ALL DUCTWORK AND PIPING WHICH PASSES THRU FIRE RATED
WALLS TO BE FIRE STOPPED WITH APPROVED FOAM OR
SEALANT. REFER TO SPECIFICATIONS FOR APPROVED
MANUFACTURES.
F-
E-
D-
C-
B-
GENERAL NOTES:
DRIVE THRU
101
PREP
102
PREP
103
(E) COSTA VIDA RESTAURANT
IB-1
IM-1
HS-1
HW-2
CW-1
FS-1
HW-1
TG-1
IM-2
FS-1
4" VTR
G
G
G
BALL TYPE ISOLATION VALVE
PIPE RISE
PIPE DROP
SYMBOL
CO
WCO
COTG
VTR
V VENT
VENT THRU ROOF
CLEANOUT
WALL CLEANOUT
CLEANOUT TO GRADE
DESCRIPTION
PLUMBING LEGEND
SOIL OR WASTE PIPING
VENT LINE PIPING
DOMESTIC HOT WATER PIPING
DOMESTIC SOFT COLD WATER
DOMESTIC HOT WATER RECIRC.
RDO
RDL ROOF DRAIN PIPING
ROOF OVERFLOW DRAIN PIPING
NATURAL GAS PIPINGG
GREASE WASTE PIPINGGW
FLOOR SINK - ZURN Z-1900-KC WITH WHITE ENAMEL
FINISH, DOME STRAINER AND 4" DEEP SEAL P-TRAP.
PROVIDE 1/2 GRATE OVER SINK.
------4"2"FS-1
ADA WALL MOUNTED HAND WASH SINK K.E.C #16- S.S.
HAND WASH SINK & FAUCET SUPPLIED BY K.E.C.
PLUMBING CONTRACTOR TO INSTALL SINK & FAUCET
WITH 1/2" STOPS AND 1-1/2" P-TRAP. PROVIDE
INSULATING JACKET ON WATER AND WASTE PIPE.
1-1/2"1/2"1/2"1-1/2"HS-1
ROOF DRAIN - JAY R SMITH MODEL 1010 SIZE 3" WITH
UNDERDECK CLAMP AND FLASHING.
------3"---
ROOF OVERFLOW DRAIN - JAY R SMITH MODEL 1080 SIZE
3" WITH 2" HIGH WATER DAM, UNDERDECK CLAMP AND
FLASHING.
------3"---
RD-1
OD-1
COLD
FIXTURE SCHEDULE
DESCRIPTIONSYM.HOT WASTE VENT
DS-1 ROOF DRAIN DOWN SPOUT - JAY R SMITH MODEL 1770
SIZE 3" WITH ROUGH BRONZE FINISH AND 3" DRAIN LINE
CONNECTION.
------3"---
TG-1 GAS FIRED TORTILLA GRIDDLE K.E.C. #37- SUPPLIED BY
K.E.C. PLUMBING CONTRACTOR TO CONNECT 3/4" GAS
LINE COMPLETE WITH SHUT-OFF VALVE, FLEXIBLE
CONNECTION AND DIRT LEG. SEE FLOOR PLANS. 50,000
BTU CAPACITY
------------
IM-1 ICE MAKER WITHOUT ICE BIN K.E.C #6 - SUPPLIED BY
K.E.C. PLUMBING CONTRACTOR TO CONNECT 3/8" CW
LINE TO UNIT AND 3/4" DRAIN LINE FROM UNIT TO FLOOR
SINK LOCATED UNDER CABINET AND TERMINATE WITH
DOWNTURNED 90° ELBOW AND AIRGAP.
---3/8"3/4"---
IB-1 ICE BIN K.E.C #7 - SUPPLIED BY K.E.C. PLUMBING
CONTRACTOR TO CONNECT 1" DRAIN LINE FROM UNIT
TO FLOOR SINK LOCATED UNDER CABINET AND
TERMINATE WITH DOWNTURNED 90° ELBOW AND
AIRGAP.
------1"---
IM-2 DRIVE THRU ICE MAKER K.E.C #41.2 - SUPPLIED BY K.E.C.
PLUMBING CONTRACTOR TO CONNECT 3/8" CW LINE TO
UNIT AND 1" DRAIN LINE FROM UNIT TO FLOOR SINK
LOCATED UNDER CABINET AND TERMINATE WITH
DOWNTURNED 90° ELBOW AND AIRGAP.
---3/8"1"---
CW-1 COLD FOOD WELL K.E.C #52 - SUPPLIED BY K.E.C.
PLUMBING CONTRACTOR TO CONNECT 1" DRAIN LINE
FROM UNIT TO FLOOR SINK LOCATED UNDER CABINET
AND TERMINATE WITH DOWNTURNED 90° ELBOW AND
AIRGAP.
------1"---
HW-1 HOT FOOD WELL K.E.C #51 - SUPPLIED BY K.E.C.
PLUMBING CONTRACTOR TO CONNECT 1" DRAIN LINE
FROM EACH COMPARTMENT OF UNIT TO FLOOR SINK
LOCATED UNDER CABINET AND TERMINATE WITH
DOWNTURNED 90° ELBOW AND AIRGAP.
------1"---
TL-1
HW-2 HOT FOOD WELL K.E.C #52 - SUPPLIED BY K.E.C.
PLUMBING CONTRACTOR TO CONNECT 1" DRAIN LINE
FROM UNIT TO FLOOR SINK LOCATED UNDER CABINET
AND TERMINATE WITH DOWNTURNED 90° ELBOW AND
AIRGAP.
------1"---
TL-1 TO GO LINE FAUCET K.E.C #49 - SUPPLIED BY K.E.C.
PLUMBING CONTRACTOR TO CONNECT 1/2" HW LINE
COMPLETE WITH BALL TYPE SHUT-OFF VALVE AND S.S.
BRAIDED FLEXIBLE CONNECTION.
1/2"---------
4" COTG
INV. ELEV. 97'-0"
1
(E) SEWER MAIN
2" V. & WCO
2" V. & WCO
2" WCO
(E) WATER HEATER
(E) GAS PIPING ON ROOF
3/4" (2 PSI)
ABOVE CLG.
3/4"
1/2"
PENETRATE WALL
& SEAL ALL AROUND
3/4"
1/2"
1/2"
1/2"
2
2
3
3
1/2"
2"
1/2"
1/2"
3/4"
2"4"
2"
2"
4"
4"4"
4"
(E) SEWER COTG'S(NEW) SEWER COTG
LOCATIONS
(ON ROOF)
4
4
(E) C02 TANK & PIPING TO BE
RELOCATED BY OTHERS
5
5
6
7
7
8
8
BALL VALVES
1" DRAIN
1" DRAIN
G
G
G
G
G
G
3/4" (2 PSI)
ABOVE CLG.
3/4" (2 PSI)
ABOVE CLG.
6
RISE OVER
PARAPET
3/4" (2 PSI) ON ROOF
4
DS-1 DS-2
(+18" ABOVE GRADE)(HIGH AS POSS.)
DS-2 ROOF OVERFLOW DRAIN DOWN SPOUT - JAY R SMITH
MODEL 1770 SIZE 3" WITH ROUGH BRONZE FINISH AND 3"
DRAIN LINE CONNECTION.
------3"---
OD-1
(ABOVE)
RD-1
(ABOVE)
3"3"
9
9
10
10
10
(E) GAS PIPING ON ROOF
(E) RISE OVER PARAPET
12
12
ROOF AREA
530 SQ. FT.
Engineered
Systems
Associates
MECHANICAL ENGINEERING
Engineered Systems Assoc.
1335 East Center Street
Pocetello, Idaho 83204
Tel:(208) 233-0501
Fax:(208) 233-0529
ELECTRICAL ENGINEERING
Payne Engineering INC.
1832 East Center Street
Pocetello, Idaho 83201
Tel:(208) 232-4439
Fax:(208) 232-1435
Consultants:
11
5
2
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)
3
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WW
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C
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Job Number:
Date:
Drawn By:
Checked By:
Plot Date:
Drawing Number:
File:
Revisions:
OF
831
MAY 2021
SR
DCS
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ID
A
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AD
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P2.0
PL
U
M
B
I
N
G
D
E
T
A
I
L
S
CLEAN OUT DETAILS
NO SCALE
CLEANOUT TO GRADE (COTG)
WASTE LINE
FINISH GRADE
1'-0"
WALL CLEANOUT (WCO)
1/8 C.I. BEND
FLOOR LINE
WALL
BRASS CLEANOUT PLUG WITH
COUNTER SUNK HEAD
16" SQUARE CONC PAD
TROWEL SMOOTH
1/8 BEND IF CLEANOUT
OCCURS AT END OF LINE.
CAST IRON WASTE LINE.
LENGTH TO SUIT.
CHROME WALL
COVER AND
SCREW
MAY EXTEND AS A
WASTE OR VENT
PLUGGED TEE
WITH CLEANOUT
BALANCE OF PIPING SAME AS
CLEANOUT TO GRADE.
1/8 CAST
IRON BEND
SWIVEL GAS HOSE CONNECTOR DETAIL
NO SCALE
(REC
.
)
36" M
I
N
30" M
I
N
(REC
.
)
18"M
I
N
(REC
.
)
VERT
I
C
A
L
HOR
I
Z
O
N
T
A
L
WALL BRACKET
TYPICAL
KITCHEN
EQUIPMENT
(SEE FLOOR
PLANS)
SHUT-OFF
VALVE
SWIVEL QUICK
DISCONNECT
FITTINGS AND
FLEXIBLE HOSE
RESTRAINING
CABLE BY
OTHERS
EQUIPMENT
REGULATOR
BACKFLOW PREVENTER DETAIL
NO SCALE
IN OUT
AIR GAP
FUNNEL DRAIN
1" DRAIN LINE TO NEAREST
FLOOR DRAIN OR SERVICE SINK
WATTS 009 SERIES REDUCED
PRESSURE BACKFLOW
PREVENTER SIZE TO MATCH
LINE SIZE AS SHOWN ON PLANS.TYPICAL TEST COCK
SHUT-OFF VALVE SHUT-OFF VALVE
UNIONUNION
ICE MAKER CW LINE
OVERFLOW
ROOF DRAIN DETAIL
OVERFLOW LINE
ROOF DECK
NO SCALE
RDL
UNDERDECK
CLAMP
ROOF DRAIN
36" SQUARE
FLASHING UNDER
SINGLE PLY ROOF
MEMBRANE
RIGID INSULATION
3'-0"
DRAIN
WATER
2" HIGH
DAM
NO SCALE
CONDENSATE DRAIN (ROOFTOP UNIT)
4"MIN.
DEEP SEAL
P-TRAP
ROOFTOP UNIT
DRAIN CONNECTION
OPEN TO ATMOSPHERE
DRAIN PIPING TO BE THE
SAME SIZE AS THE DRAIN
PAN CONNECTION SIZE
NO LESS THAN 2 TIMES THE
PIPE DIAMETER
DRAIN ON ROOF
6"
V
E
R
T
I
C
A
L
EQUIPMENT
ROOF
GROUND
JOINT UNION
ROOF TOP GAS PRESSURE REGULATOR DETAIL
NO SCALE
CAPPED PRESSURE TEE
GAS
PRESSURE
REGULATOR
2# TO 1/2#
PROVIDE
ESCHUCEON
PLATE AROUND
PIPING
FLEXIBLE
GAS
CONNECTOR.
18" MAX.
DRIP LEG
SAME SIZE
AS PIPE
MANUAL MAIN
SHUT-OFF
VALVE
'PYRAMID'
TYPE
SUPPORTS
P.E. JOB:
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
Consulting Engineers
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831
JUNE '21
ELECTRICAL ENGINEERING
ORIGINAL SIGNED BY:
TODD E. PAYNE
DATED ORIGINAL SIGNED:
6-24-2021
ON FILE AT:
PAYNE ENGINEERING INC.
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E1.0
SYMBOL SCHEDULE CONT.
VOLUME CONTROL. PROVIDE AND INSTALL A 4SQ. WITH SINGLE GANG BOX WITH 3/4"
CONDUIT TO ABOVE CEILING FOR VOLUME CONTROL BY OTHERS.
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.ALL FLUORESCENT FIXTURES SHALL BE SUPPLIED WITH T8 (35K) LAMPS AND
ELECTRONIC BALLASTS WITH -20% THD. UNLESS INDICATED OTHERWISE.
7.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED ON
ALL ELECTRICAL EQUIPMENT.
8.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR
TO ROUGH - IN.
9.ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNT
CONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET HANDICAPPED
REQUIREMENTS.
10.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.
11.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
12.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORK
AND PAY ASSOCIATED FEES.
13.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND
ELECTRONIC BALLASTS.
14.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THE
UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE.
15.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.
16.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.
17.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.
18.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
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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
"
FINISH
FLOOR
36"
PANEL OR ELECTRICAL
EQUIPMENT OR
C
E
I
L
I
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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 CONDUCTOR
GREEN INSULATED
POWER SUPPLY CONDUIT FOR
CEILING OR WALL "J" BOX.
RECESSED LIGHT FIXTURE MOUNTING DETAIL
NO SCALE
CEILING TILE
ACOUSTIC
ALL SIDES
SUPPORT CLIPS
TEE BAR GRID
INDEPENDENT OF CEILING SYSTEM. (TYPICAL)
SUPPORT WIRE BY ELECTRICAL CONTRACTOR
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:
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 (1-DUPLEX RECEPTACLE) SUCH AS
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
W = WALL MOUNTED ON/OFF/DIM
*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
S
P
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
W
50A 208V 1Ø WELDER OUTLET
BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHED
MULTI PURPOSE SCRUBWATER FLOOR BOX. FSR #FL200-4-CSK-S45MM-BKT-FL200-SCU-CBA.
WITH DUPLEX RECEPTACLE. E.C. SHALL COORDINATE WITH FLOOR TYPE.
HUBBELL CFB2G30/24GCCVRALU/FBNPDUP/FBNPBNK1/HBL8300GRY
VOLUME CONTROL. PROVIDE AND INSTALL A 4SQ. WITH 2 GANG BOX WITH 3/4"
CONDUIT TO ABOVE CEILING FOR VOLUME CONTROL BY OTHERS.
2V
4 SQUARE BOX WITH SINGLE GANG MUDRING AND 1" CONDUIT TO ABOVE
ACCESSIBLE CEILING FOR CABLING BY OWNER.
FIRE RATED, MULTI SERVICE POKE THRU, LEGRAND EVOLUTION 8ATC2 WITH 2 DUPLEX
RECEPTACLE AND MOUNTING FRAME FOR TWO DATA JACKS. AND ONE HDMI JACK. BOX
COVER 8CTC2XX, FINISH BY ARCHITECT. PROVIDE CORE DRILL. INSTALL (1) 1/4" CONDUIT TO
AV BOX, (1) 1 1/4" CONDUIT TO ABOVE ACCESSIBLE CEILING AND POWER.
LARGE CAPACITY 2 GANG JBOX (HUBBELL HBL260) WITH 2 GANG MUDRING AND VANCO 2
GANG CABLE EXIT BRUSH WALL PLATE (VAN 12082). INSTALL 2" CONDUIT FROM BOX
DOWN THRU WALL INTO CEILING SPACE OF FLOOR BELOW FOR AV CABLING.
A/V OUTLET:
HUBBELL ENCLOSURE# NSAV62M
(1) POWERKIT HBL #NSOKPS WITH DUPLEX RECEPTACLE, AND (1) 4-PORT DATA PLATE HBL# NSP14W.
OTHER ITEMS BY E.C.:
INSTALL 1 1/4"C TO FLOOR BOX WHERE APPLICABLE. CABLE BY OWNER.
INSTALL 1 1/4" CONDUIT TO ABOVE ACCESSIBLE CEILING.
4 SQUARE BOX WITH 2 GANG MUDRING AND 1" CONDUIT TO ABOVE
ACCESSIBLE CEILING FOR CABLING BY OWNER.
2
EXISTING MULTI METER
PACK
4
NEW PANEL-"D"
3"C., 4-#250AL
+ GROUND
2
2
1 3
1 3
D-25
P.E. JOB:
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
Consulting Engineers
RE
X
B
U
R
G
,
CO
S
T
A
V
I
D
A
ID
A
H
O
AD
D
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831
JUNE '21
ELECTRICAL ENGINEERING
ORIGINAL SIGNED BY:
TODD E. PAYNE
DATED ORIGINAL SIGNED:
6-24-2021
ON FILE AT:
PAYNE ENGINEERING INC.
EL
E
C
T
R
I
C
A
L
S
I
T
E
P
L
A
N
E1.1SCALE:
SITE PLAN - ELECTRICAL
1" = 20' - 0"20'0"40'10'
N
KEY NOTES
1 DRIVE UP ORDER SPEAKER POST AND MENU BOARD. PROVIDE AND INSTALL A 1" CONDUIT WITH
PULL CORD FROM POST TO POST TO DRIVE THROUGH WINDOW FOR COMMUNICATION CABLE.
FIELD COORDINATE.
STUB A 1" CONDUIT OUT FOR VEHICLE SENSOR LOOP. COORDINATE WITH SUPPLYING
MANUFACTURER.
PROVIDE 120V TO EACH POST. MAKE ALL REQUIRED CONNECTIONS. CONTROL ON/OFF WITH
PILOT LIGHT SWITCH ADJACENT TO PANEL. LABEL SWITCH "PILOT LIGHT".
E.C. SHALL CONNECT NEW PANEL TO EXISTING 200A 3P BREAKER AND METER SOCKET. FIELD
VERIFY EXACT FEEDER ROUTING.
2
3
4
PREP
103
DRIVE THRU
101
PREP
102
3
4
3
F1
F1
F1EM
F1EM
F1
F1
1
F2
3
2
(TYP)
PREP
103
DRIVE THRU
101
PREP
102
D-17
NEW PANEL-"D" WITH
FLOOR TO CEILING
SKIRTING
D-19
F
1
EF
1
RT
D-21
D-23
PREP
103
DRIVE THRU
101
PREP
102
6
27.1
48
33
34
36
37
40
41.2
51
55
52
60.1
73
64
P.E. JOB:
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
Consulting Engineers
RE
X
B
U
R
G
,
CO
S
T
A
V
I
D
A
ID
A
H
O
AD
D
I
T
I
O
N
831
JUNE '21
ELECTRICAL ENGINEERING
ORIGINAL SIGNED BY:
TODD E. PAYNE
DATED ORIGINAL SIGNED:
6-24-2021
ON FILE AT:
PAYNE ENGINEERING INC.
EL
E
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T
R
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F
L
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E2.0
KEY NOTES
1 DISCONNECT AND REMOVE EXISTING EXTERIOR WALL LIGHT IN CONFLICT WITH REMODEL. SPLICE
AND EXTEND CIRCUIT. REINSTALL FIXTURE ON NEW EXTERIOR WALL.
F1 SHALL BE A 2x4 FLAT PANEL 6000 LUMEN SUCH AS LITHONIA EPANL 2X4 6000LM 80CRI 40K MIN10
ZT MVOLT. PROVIDE EMERGENCY BATTERY E10WCP FOR FIXTURE DESIGNATED "EM".
F2 FIXTURE SHALL BE AN EXIT SIGN WITH REMOTE EXTERIOR EGRESS LIGHT SUCH AS LITHONIA
LHQM LED G HORO ELA SD QWP LO309.
SCALE:
MAIN PLAN - LIGHTING
1/8" = 1' - 0"16'8'0"SCALE:
MAIN PLAN - POWER
1/8" = 1' - 0"16'8'0"
N N
SCALE:
MAIN PLAN - KITCHEN EQUIPMENT
1/8" = 1' - 0"16'8'0"
N
3000
SQ D NQOD
120/208V 3Ø 4W
ITEM 34 (1)
-
1000 20 1 3000
"D" (2)
20"x39"x5 3/4"
30
2000
1 2000 ITEM 48 (1)
225
18500
154
-
85
10200
145
17500
-
DETERMINED
TO BE
B
MAIN BRKR. AMPS
LOAD/POLE
MAIN LUGS ONLY
19
FEEDER CONDUCTOR SIZE:
TOTAL LOAD/PHASE
REMARKS:
AMPS
WATTS
41
29
37
39
35
33
31
27
25
21
23
CLASS
LOCATION
MAKE/MODEL
LOAD NAME AAMPWATTSNO.
9
17
15
11
13
7
5
1
3
E
BRKCIRLOAD
MAIN SW.
OP
L
20
S.C. INT CAP/BKR.
40
CONDUIT SIZE
42
30
38
36
34
32
28
26
24
22
AMPS.
NO.WATTSECAMP
10
18
16
14
12
8
6
2
4
FEED BOTTOM
FEED TOP
DIMENSIONS
BRK
AMPS
LOP LOAD CIR
SURFACE
FLUSH
LOAD NAME
SUPPLY WITH INTEGRAL SPD. (1) GFCI BREAKER (2) PROVIDE WITH FLOOR TO CEILING FACTORY SKIRTING.
ITEM 37 (1)
ITEM 40 (1)
ITEM 41.2
ITEM 52 (1)
ITEM 55
ITEM 60.1 (1)
ITEM 73 (1)
RECEPTACLES
1000
1000
1000
1000
1000
1000
1000
1000
301 2000 ITEM 48 (1)
302 2000 ITEM 51
--2000 -
202 1000 ITEM 36 (1)
--1000 -
202 1000 ITEM 33 (1)
--1000 -
502 5000 ITEM 27.1 (1)
--5000 -
203 1500 ITEM 6
--1500 -
---1500
KITCHEN EQUIPMENT SCHEDULE
CIRCUITAMPSITEM NO.DESCRIPTION
ICE MAKER W/O BIN
H.P.VOLTS
12.8 208 3 -
Ø
3.3 D-38
K.W.FEEDER
1/2"C., 4-#12 + GROUND NOTE 1.
REMARKS
6
ICE MAKER COND.-115 1 ---1/2"C., 2-#12 + GROUND POWER FROM ICE HEAD6.2
OVEN, CONVEYOR 41.0 208 1 --D-34 3/4"C., 2-#6 + GROUND NOTE 2.27.1
ELECTRICAL
AFF (IN)
72
62
PLANETARY MIXER 11.0 220 1 1.5 -D-30 NOTE 2.33 12 1/2"C., 2-#12 + GROUND
DOUGH DIVIDER 8.0 120 1 -1 D-1 NOTE 2.34 12 1/2"C., 2-#12 + GROUND
DOUGH PRESS 15.0 220 1 --D-26 NOTE 2.36 42 1/2"C., 2-#12 + GROUND
TORTILLA GRIDDLE 10.0 120 1 --D-3 NOTE 2.37 15 1/2"C., 2-#12 + GROUND
REFRIGERATOR 7.8 115 1 1/3 0.9 D-5 NOTE 2.40 16 1/2"C., 2-#12 + GROUND
ICE MAKER 11.3 115 1 --D-7 -41.2 72 1/2"C., 2-#12 + GROUND
PANINI GRILL 18.3 120 1 --D-2, D-4 NOTE 2.48 16 1/2"C., 2-#10+ GROUND
HOT WELL 23.2 208 1 -3.6 D-22 -51 16 1/2"C., 2-#10+ GROUND
COLD FOOD WELL 3.5 120 1 --D-9 NOTE 2.52 16 1/2"C., 2-#12+ GROUND
HOT FOOD WELL 8.3 120 1 -1.0 D-11 -55 16 1/2"C., 2-#12+ GROUND
DRINK DISPENSER 8.5 120 1 1/10 1.0 D-13 NOTE 2.60.1 44 1/2"C., 2-#12+ GROUND
SODA DISPENSER 5.2 120 1 --D-15 NOTE 2.73 44 1/2"C., 2-#12+ GROUND
SCHEDULE NOTES:
1. PROVIDE LOCAL DISCONNECT AND MAKE ALL CONNECTIONS.
2. PROVIDE GFCI BREAKER FOR THIS EQUIPMENT.
REFRIGERATOR 2.0 115 1 1/6 0.2 D-6 NOTE 2.64 16 1/2"C., 2-#12+ GROUND
1000
MECHANICAL EQUIPMENT SCHEDULE
CIRCUITMCASYMBOL
EF
1 EXHAUST FAN
DESCRIPTION
KITCHEN HOOD
H.P.VOLTS
-120 1 1/3
Ø
-D-37
K.W.FEEDER
1/2"C., 2-#12 + GROUND ON HOOD
PROVIDE CONTROL SWITCH
REMARKS
RT
1 UNIT
ROOF-TOP 28.0 208 1 3/4 -D-39 3/4"C., 2-#8 + GROUND AND SERVICE RECEPTACLE
PROVIDE LOCAL DISCONNECT
2
3
201 1000 ITEM 64 (1)
SPARE
ROOF RECEPTACLE
DRIVE UP MENU
SPARE
EF/1
RTU/1 40 2
---
1000
200
1000
500
3000
3000
1000
1000
1000
1000
1000
1000
3000
1000
2200
1000
2000
1000
5000
1000
5000
4500
2000
4500