HomeMy WebLinkAboutFDC RELOCATION - 23-00332 - Madison Jr High - AdditionGENERAL 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 = III
4. SEISMIC DESIGN PARAMETERS:
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
PROCEDURE
IMPORTANCE FACTOR Ie = 1.25
SITE CLASS D
SEISMIC DESIGN CATEGORY D
MAPPED SPECTRAL RESPONSE
ACCELERATIONS S1 = 0.144, SS = 0.373
DESIGN SPECTRAL RESPONSE
ACCELERATIONS SD1 = 0.222, SDS = 0.373
PERCENT SNOW INCLUDED WITH
SEISMIC LOADS 20
VERTICAL SHEAR TRANSFER ELEMENTS:
PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.072
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 26.3 PSF
NET UPLIFT ON ROOF 13.6 PSF
2. VERTICAL LOADS:
LOCATION LIVE / SNOW
LOAD DEAD LOAD
ROOF 40 PSF 20 PSF
3. DEFLECTION LIMITS:
ELEMENTS LIVE LOAD TOTAL LOAD
BEAMS L/360 L/240
3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR
WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE
MAY BE COMBINED.
4.ALL FOUNDATIONS SHALL BEAR ON A MINIMUM OF 2' OF STRUCTURAL FILL
COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR) IN LIFTS NO LARGER THAT
8" THICK. PRIOR TO PLACEMENT OF FILL, THE NATIVE SOIL SHOULD BE COMPACTED
IN PLACE TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
D-698 PER GEOTECHNICAL REPORT. 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 6 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 3000 PSF
ALLOWABLE LATERAL BEARING PRESSURE 150 PSF/FT
ALLOWABLE LATERAL SLIDING COEFFICIENT 0.25
FOUNDATION BEARING DEPTH
42" BELOW FINISHED GRADE
CONCRETE:
2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER
CUBIC FOOT USING HARD-ROCK AGGREGATES. AGGREGATE USED IN CONCRETE
SHALL CONFORM TO ASTM C33.
3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SHALL BE ACCORDING TO CHAPTER 12
OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS.
STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF
REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE
STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDE
BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS
AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BE
SPLICED AT OR NEAR FLOOR LINES.
4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS
"CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR
NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS:
5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL
CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN
CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE.
6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND
CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY.
7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614,
ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED,
EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER
FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND
COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM
FORMS BEFORE PLACING CONCRETE.
ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS,
ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS
BEFORE PLACING THE CONCRETE.
8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL
JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A
MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS
(EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE
SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT
DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE
WITHIN 16 HOURS OF CONCRETE BATCHING.
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING,
ALL OTHER JOINTS MAY BE SAW CUT.
9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN
STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY
APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS SHALL
NOT IMPAIR THE STRENGTH OF THE WORK.
10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS
AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL
HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH
ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED
CONCRETE.
11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM
DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306.
12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND
APPROVED BY THE STRUCTURAL ENGINEER.
13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE
MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE.
LOCATION:MINIMUM
COVER TOLERANCE
CAST AGAINST EARTH (FOOTINGS)3"± 3 8"
SLABS ON GRADE 112"± 14"
EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER 112"± 3 8"
EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2"± 3 8"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE
GROUND ROOF SLAB 1"18"
STRUCTURAL SLABS AND WALLS 3 4"18"
BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT,
TIES, STIRRUPS AND SPIRALS 112"3 8"
1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS:
USE:CONCRETE
STRENGTH:
MAX W/C
RATIO
AIR
ENTRAINMENT
FOOTINGS 3500 PSI 0.50 5.5% ± 1%
FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1%
INTERIOR CONCRETE
SLABS ON GRADE 3500 PSI 0.45 N/A
REINFORCING STEEL:
1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER.
ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER.
GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, BEAMS,
ELEVATED SLABS AND COLUMN REINFORCING.
2.WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60
BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL
BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.
3.REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI
SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO
FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
WOOD:
1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE
ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2"
(NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED
OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF
BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE
2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSON
STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ES
APPROVAL.
2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE
GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE
WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BE
STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY.
SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED
OTHERWISE IN SCHEDULES:
USE:MATERIAL:
2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
JOISTS, TOP PLATES AND ALL OTHER
SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.)
LOCATION:NOMINAL
THICKNESS:
SPAN
INDEX
RATING:
EDGE
ATTACHMENT:
FIELD
ATTACHMENT:
WALL 7 16" OR 12"24 16 8d AT 6" O.C.8d AT 12" O.C.
ROOF 7 16" OR 12"24 16 8d AT 6" O.C.8d AT 12" O.C.
ROOF 15 32" OR 12"3216 8d AT 6" O.C.8d AT 12" O.C.
ROOF 19 32" OR 5 8"40 20 10d AT 6" O.C.10d AT 12" O.C.
ROOF 23 32" OR 3 4"48 24 10d AT 6" O.C.10d AT 12" O.C.
ROOF 7 8"60 32 10d AT 6" O.C.10d AT 12" O.C.
FLOOR 3 4" T&G 48 24
10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 7 8" T&G 60 32
10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
FLOOR 118" T&G 60 48
10d AT 6" O.C. OR
#8 SCREWS AT 6" O.C.
10d AT 6" O.C. OR
#8 SCREWS AT 12" O.C.
3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO
STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO
SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TO
SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING,
COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL
PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING
AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS:
DEFERRED SUBMITTAL ITEMS:
PREFABRICATED WOOD ROOF TRUSSES
BRICK VENEER ANCHORAGE:
BRICK VENEER ANCHOR CLIPS, ANCHORS, AND ATTACHMENTS SHALL BE
HOT-DIPPED GALVANIZED AND EITHER OF THE FOLLOWING FROM HOHMANN &
BARNARD, INC. OR APPROVED EQUAL:
1.DW-10HS W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS
2.345-BT W/ S.I.S. (SEISMICLIP INTERLOCKING SYSTEM) SEISMIC VENEER ANCHORS
INSTALLATION:
3.CLIPS SHALL BE ATTACHED AT 24" O.C. HORIZONTAL AND 16" O.C. VERTICAL (MAX)
USING #10 HOT-DIPPED GALVANIZED SCREWS.
4.WHERE WOOD BACKUP IS USED, PROVIDE SHEATHING AND WATERPROOFING AS
REQUIRED.
5.PROVIDE CONTINUOUS HOT-DIPPED GALVANIZED WIRE (9-GAUGE OR 3 16"Ø)
ATTACHED TO EACH CLIP.
SHEET INDEX
SHEET DESCRIPTION DETAILS
S1.0 GENERAL STRUCTURAL NOTES ---
S1.1 TYPICAL DETAILS T-SERIES
S1.2 TYPICAL DETAILS T-SERIES
S2.0 FOUNDATION PLAN - OVERALL ---
S2.1 FOUNDATION PLAN - AREA A ---
S2.3 FOUNDATION PLAN - AREA B ---
S2.4 ROOF FRAMING PLAN - OVERALL ---
S2.5 ROOF FRAMING PLAN - AREA A ---
S2.6 ROOF FRAMING PLAN - AREA B ---
S3.0 FOUNDATION DETAILS 100 - SERIES
S4.0 FRAMING DETAILS 200 - SERIES
CAST IN PLACE
CENTERLINE
CENTERLINE OF BEAM
CENTERLINE OF COLUMN
CENTERLINE OF WALL
CLEAR
CONCRETE
CONCRETE CONTROL JOINT
CONCRETE SAWCUT JOINT
CONCRETE MASONRY UNIT
CONNECTION
CONTINUOUS
DEAD LOAD
DOWN
DRAWING(S)
EQUAL
EQUIPMENT
EXPANSION JOINT
EACH WAY
FINISHED FLOOR
FACE OF STEEL
FACE OF WALL
GAUGE
GALVANIZED
GENERAL STRUCTURAL NOTES
CENTERLINE OF FOOTING
FACE OF MEMBER
EXPANSION BOLT
EDGE OF SLAB
DIAMETER
GALV
GSN
DN.
DWG(S)
EQ
EQUIP
EXP. JT (E.J.)
E.W.
F.F.
F.O.S.
F.O.W.
GA
F.O.M.
EXP. BOLT
E.O.S.
Ø OR DIA.
C.I.P.
C L
C.L.B.
C.L.C.
C.L.W.
CLR
CONC
C.C.J.
C.S.J.
C.M.U.
CONN.
CONT
D L
C.L.F.
W/WITH
W/O WITHOUT
T.O.P.
U.N.O.
W.W.F.
TYP
VERT
T.O.S.
T.O.W.
T.O.D.
T.O.F.
T.O.L.
T.O.M.
STD
T.O.B.
T L
SLH
SLV
SIM
SQ
PSF
PSI
REINF
PREFAB
OPP
P.C.
PLF
N.T.S.
O.C.
O.F.W.
TOP OF FOOTING
UNLESS NOTED OTHERWISE
WELDED WIRE FABRIC
TOP OF MASONRY
TOP OF PLATE
TOP OF STEEL
TOP OF WALL
TYPICAL
VERTICAL
STANDARD
TOP OF BEAM
TOP OF DECK
TOP OF LEDGER
TOTAL LOAD
OUTSIDE FACE OF WALL
PRECAST CONCRETE
POUNDS PER LINEAR FOOT
POUNDS PER SQUARE INCH
SHORT LEG VERTICAL
SHORT LEG HORIZONTAL
REINFORCING
SIMILAR
SQUARE
NOT TO SCALE
ON CENTER
OPPOSITE
PREFABRICATED
AGGREGATE BASE COURSE
AIR CONDITIONER
ABOVE FINISHED FLOOR
ALTERNATE
ANCHOR BOLT
AT (MEASUREMENT)
BEAM
BOTTOM OF BEAM
BOTTOM OF DECK
BEARING
BELOW FINISHED FLOOR
BOTTOM OF FOOTING
A.B.C.
A/C
A.F.F.
ALT
A.B.
@
BM
B.O.B.
B.O.D.
BRG
B.F.F
B.O.F.
ABBREVIATIONS
LBS (#)
MFR('S)
M.C.J.
MECH
N/A
LLV
LLH
HORIZ
K(KIP)
L L
LONG LEG VERTICAL
MANUFACTURER('S)
MASONRY CONTROL JOINT
NOT APPLICABLE
LONG LEG HORIZONTAL
POUNDS
MECHANICAL
HORIZONTAL
1000 POUNDS
LIVE LOAD
EXISTING(E)
MIN MINIMUM
MAX MAXIMUM
POUNDS PER SQUARE FOOT
GLUED-LAMINATED BEAMGLB
PFT PREFAB FLOOR TRUSSES
PRT PREFAB ROOF TRUSSES
I.F.W.INSIDE FACE OF WALL
PT PRESSURE TREATED
CONCRETE COLUMNC.C.
RME ROOF MOUNTED EQUIPMENT
GIRDER TRUSSGT
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.
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-3G PER ICC ESR-4073
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-3G PER ICC ESR-4073
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.
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 ADHESIVE.
PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED
SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL
OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BE USED ON ROOFS WHERE
BUILT-UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING
SHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING
EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND
THICKNESS (WITHIN 132") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES.
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI,
MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS,
AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK
WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT. DECK
SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO
SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010.
5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR
COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND
CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI,
FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE
FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST
AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND
CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON
A RADIUS OF CURVATURE OF 5000 FEET.
6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR
COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX =
2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI.
ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND
HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE
STAMP AND AITC STAMP AND CERTIFICATE.
7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs
SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI.
8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN
ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs
SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,200 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.
REBAR DOWELING TO CONCRETE:
FOUNDATION NOTES:
1.FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY:
XCELL ENGINEERING, LLC. REPORT NO. P23292 DATED FEBRUARY 3, 2023.
2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY
ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS.
ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT SHALL BE PERFORMED
PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL OR CONCRETE.
ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THE
GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION.
SOILS (IBC TABLE 1705.6)
VERIFICATION AND INSPECTION
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.-X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH
AND HAVE REACHED PROPER MATERIAL.-X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED
FILL MATERIALS.-X
4. DURING FILL PLACEMENT, VERIFY USE OF PROPER
MATERIALS AND PROCEDURES IN ACCORDANCE WITH THE
PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT.
VERIFY DENSITIES AND LIFT THICKNESS DURING
PLACEMENT AND COMPACTION OF COMPACTED FILL.
X -
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT
SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
PROPERLY.
-X
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
TERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
04
/
1
3
/
2
0
2
3
T8 TYPICAL REINFORCING DETAILS
TD10 NO SCALE
6 MIN
BAR OFFSET
BAR CLEARANCE SPLICE DETAIL
BEND & HOOK DETAILS
COLUMN TIES BEAM STIRRUPS
"d"
45°
"d"
"d"
1
8 8
KEYNOTES:
1.LAP - SEE G.S.N. FOR MASONRY AND
TYPICAL DETAIL FOR CONCRETE
2.MAXIMUM 15 LAP BUT NOT MORE THAN 6"
3.WIRE TIES
4.1d (1" MINIMUM)
5.RADIUS = 3d FOR BARS NOT OVER #8; 4d
FOR #9, #10, AND #11 BARS; 5d FOR #14
AND #18 BARS, 5d FOR ALL GRADE 40
BARS WITH 180 DEGREE HOOK
6.4D (4" MINIMUM)
7.12d (90 DEGREE HOOK)
8.6d (4" MINIMUM)
9.135 DEGREE BEND
10.BEND AROUND 112" PIN FOR #3 BARS.
BEND AROUND 2" PIN FOR #4 BARS. BEND
AROUND 212" PIN FOR #5 BARS.
3
1 2
4
6
7
5
55
5
99
10 10
6
8
NOTES:
1.TOP BARS ARE ANY HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE
MEMBER BELOW THE REINFORCEMENT.
2.UNLESS NOTED OTHERWISE, LAP SPLICES IN CONCRETE BEAMS, SLABS AND WALLS SHALL BE CLASS "B" TENSION LAP
SPLICES.
BAR
SIZE
CLASS B TENSION SPLICE LENGTHS
f'c = 3,000 PSI f'c = 4,000 PSI f'c = 5,000 PSI
HORIZONTAL BARS
W/ >12" OF CONC.
BELOW
VERTICAL AND
BOTTOM
HORIZONTAL BARS
HORIZONTAL BARS
W/ >12" OF CONC.
BELOW
VERTICAL AND
BOTTOM
HORIZONTAL BARS
HORIZONTAL BARS
W/ >12" OF CONC.
BELOW
VERTICAL AND
BOTTOM
HORIZONTAL BARS
#3 12"12"12"12"12"12"
#4 19"15"17"13"15"12"
#5 29"23"26"20"23"18"
#6 32"25"28"21"25"19"
#7 54"41"47"36"42"32"
#8 70"54"61"47"54"42"
#9 89"68"77"59"69"53"
#10 112"87"97"75"87"67"
T10 STEEL REINFORCING LAP SPLICES IN CONCRETE
TD14 NO SCALE
T11 TYPICAL PIPE THROUGH STEM WALL
TD61 NO SCALE
NOTE:
A.NO PIPE SHALL PASS THROUGH
FOOTINGS OR UNDER COLUMN FOOTINGS.
FOR ADDITIONAL INFORMATION SEE
PLANS AND DETAILS
B.MULTIPLE PIPES/CONDUIT SLEEVES
ALLOWED PROVIDED SLEEVES ARE
SPACED W/ MINIMUM OF 2x SLEEVE
DIAMETER BETWEEN SLEEVES
C.SLEEVES SHALL NOT OCCUR WITHIN 12"
OF POINT LOADS OR HOLDOWN ANCHORS
1'
-
0
"
MI
N
1
7
3
4
5
6
22
KEYNOTES:
1.WALL AS OCCURS, SEE PLAN
2.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
3.SLEEVE, 8"Ø MAX, PROVIDE 12" MINIMUM
CLEARANCE AROUND PIPE-CONDUIT
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.PIPE OR CONDUIT
KEYNOTES:
1.FINISHED GRADE WHERE OCCURS
2.DO NOT EXCAVATE A TRENCH CLOSER
THAN A 45° ANGLE TO BELOW BOTTOM
FOOTING OR FOUNDATION
3.BOTTOM OF CONCRETE FOOTING
4.BOTTOM OF TRENCH
NOTE:
A.DO NOT UNDERCUT EXISTING FOOTINGS
B.NO PIPE OR OTHER UTILITIES SHALL PASS
THRU WALL FOOTINGS OR UNDER
COLUMN FOOTINGS
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
T1 TRENCH PARALLEL TO CONTINUOUS STRIP FOOTING
TD01 NO SCALE
1
1
4
3
2
1
KEYNOTES:
1.CONCRETE FOOTING
2.SLEEVE - PROVIDE 12" MINIMUM
CLEARANCE AROUND PIPE OR CONDUIT
3.PIPE OR CONDUIT
4.CONCRETE FILL TO BE PLACED BEFORE
FOOTING IS POURED - FORM SAME AS
FOOTING AND POUR FULL WIDTH OF PIPE
TRENCH
5.STEM WALL
NOTE:
A.NO PIPE SHALL PASS THRU FOOTING OR
UNDER COLUMN FOOTINGS. FOR
TRENCHES GREATER THAN 3'-6" BELOW
BOTTOM OF FOOTING, SEE PIPE PASSING
BELOW WALL FOOTING DETAIL.
T2 PIPE PASSING UNDER WALL FOOTING IN SHALLOW TRENCH
TD02 NO SCALE
6"
M
I
N
8"
M
I
N
3'
-
0
"
M
A
X
8" MIN
A
SECTIONA
5
1
2
3
4
5
1
2
3
4
KEYNOTES:
1.STEM WALL
2.CONCRETE FOOTING
3.1'-6" MAXIMUM (WHERE TRENCH EXCEEDS
1'-6" NOTIFY STRUCTURAL ENGINEER
PRIOR TO PLACEMENT OF FOOTINGS)
4.BACKFILL AND RECOMPACT TRENCH PER
SOILS REPORT AND SPECIFICATIONS
5.BOTTOM OF TRENCH
NOTE:
A.DO NOT UNDERCUT EXISTING FOOTINGS
B.NO PIPES OR OTHER UTILITIES SHALL
PASS THRU WALL FOOTINGS OR UNDER
COLUMN FOOTINGS
3'
-
1
"
O
R
G
R
E
A
T
E
R
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS.
T3 PIPE PASSING BELOW FOOTING IN DEEP TRENCH
TD03 NO SCALE
5
3
2
1
44
1
KEYNOTES:
1.SLOPED FINISH GRADE
2.MINIMUM FOOTING DEPTH PER G.S.N. (12"
MINIMUM)
3.DEEPEN FOOTING AS REQUIRED TO
ACCOUNT FOR SLOPED GRADE
4.CONCRETE FOOTING
NOTE:
A.FOR ADDITIONAL INFORMATION, SEE
PLANS AND DETAILS
5'-0"
T4 TYPICAL DETAIL FOR FOUNDATION EMBEDMENT
TD04 NO SCALE
1
2
3
4
KEYNOTES:
1.CORNER DOWELS TO MATCH HORIZONTAL
REINFORCEMENT
2.CONCRETE WALL WITH REINFORCEMENT
3.LAP SPLICE PER TYPICAL STEEL
REINFORCING LAP SPLICES IN CONCRETE
DETAIL
T5 TYPICAL CONCRETE CORNER
TD05 NO SCALE
2
1
3
3
KEYNOTES:
1.CONCRETE SLAB ON GRADE
2.CONT KEYED JOINT
3.SAWCUT 18" WIDE x 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
T7 CONTROL JOINTS IN CONCRETE SLAB ON GRADE
TD07 NO SCALE
1 3
1 2
KEYNOTES:
1.MINIMUM LAP PER PLAN (24" MIN) -
TYPICAL
2.TOP OF WALL FOOTING
3.REGULAR FOOTING THICKNESS AS
SHOWN ON PLAN OR FOOTING SCHEDULE
NOTE:
A.D = 2'-0" MAX
2D 2D
D
D
D
1D MIN 1D MIN 1D MIN
2D
T6 TYPICAL STEP IN CONCRETE FOOTING
TD08 NO SCALE
2
3
1
T12 TYPICAL CONCRETE STAIRS ON GRADE
TD58 NO SCALE
KEYNOTES:
1.CONCRETE STAIRS ON GRADE, SEE PLAN
2.#4 AT 18" O.C.
3.#4 AT 18" O.C.
4.#4 AT NOSE OF STEP
5.COMPACTED SUB-GRADE BELOW STAIRS
4"
MIN
2"
CLR
3
2
4
1
5
T14 PLAN VIEW - HOLDOWN LOCATIONS/SHEARWALL END POSTS, "HD" TYPE HOLDOWNS USING SCREWS
TD16 NO SCALE
NOTE:
A.ALL CONDITIONS MAY NOT BE SHOWN.
FOR CONDITIONS NOT SHOWN, USE
THESE DETAILS AS A GUIDE.
B.SOME LARGER HOLDOWNS REQUIRE 6x6
POSTS, SEE PLANS AND SCHEDULES.
C.WHERE MULTIPLE TRIMMER STUDS OR
KING STUDS OCCUR, MAKE ADJUSTMENTS
AS REQUIRED.
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.SHEARWALL SHEATHING, SEE PLAN
3.EDGE OF FOUNDATION
4.SIMPSON HD TYPE HOLDOWN WITH
SCREWS
5.SHEARWALL END POST (2 STUDS)
TYPICAL, EXCEPT AT HDU11, AND HDU14
WHERE 6x6 POST IS REQUIRED
6.25) - SIMPSON SDS 1 4"x6" LONG WOOD
SCREWS, STAGGERED
7.SHEARWALL EDGE NAILING
8.TRIMMER STUD TO SUPPORT HEADER
9.BLOCK TO SUPPORT WINDOW SILL
10.BUILT UP WOOD POST
(2) SHEARWALLS
(1) "HD" HOLDOWN W/SCREWS
"HD" HOLDOWN W/SCREWS
WINDOW JAMB
X
"HD" HOLDOWN W/SCREWS
DOOR JAMB OR WALL END
X
HOLDOWN X
HD19 2-1/8"
1-5/16"HDU2, HDU4,
HDU5
HTT4
HTT5
1-5/16"
(2) SHEARWALLS
(1) "HD" HOLDOWN W/SCREWS
AT EXTERIOR CORNER
X
(1) SHEARWALL
(1) "HD" HOLDOWN W/SCREWS
AT EXTERIOR CORNER
X
AT RE-ENTRANT CORNER
X
(1) SHEARWALL
(1) "HD" HOLDOWN W/SCREWS
AT RE-ENTRANT CORNER
X
4
WINDOW
OPENING
DOOR
OPENING
HDU14 1-9/16"
LTT20B
LTT19 1-3/8"
1-1/2"
HDU8, HDU11 1-3/8"
3 2 7
4
1
3 2 7
7
2
1
981
3 4
4 8
3
1 4
7 2
3
6
3
2
77
32
410
5 5
5
5
5 5
5
3
3
1
2 7 2 7
3
6
1
T13 TYPICAL ANCHORAGE FOR "HD" TYPE HOLDOWN
TD56 NO SCALE
1
4"
MAX
2"
MI
N
EM
B
E
D
M
E
N
T
2
4
3
KEYNOTES:
1.HOLDOWN ANCHOR BOLT
2.TOP OF CONCRETE OR COLD JOINT
3.DBL NUT AND 2"Ø PLATE WASHER
4.ADDITIONAL VERTICAL BAR(S), SEE
SCHEDULE
5.TOP REINFORCING BAR (#4 BAR
MINIMUM) PER PLAN
5
ANCHOR SCHEDULE
ALL-THREAD
ANCHOR DIAMETER
MINIMUM
EMBEDMENT
MINIMUM VERTICAL BARS
(PROVIDE ADDITIONAL
VERTICAL BARS AS
REQUIRED)
ALTERNATE SIMPSON
ANCHOR TYPE
(INSTALL PER
MANUFACTURER)
12"12"------
5 8"16"(1) #5 OR (2) #4 SB5/8X24
7 8"18"(2) #5 SSTB34 OR SB7/8X24
1"20"(2) #6 SB1X30
T9 TYPICAL WOOD TRUSS AT NON-BEARING WALL
TD74 NO SCALE
KEYNOTES:
1.WOOD TRUSS
2.HTC4 CLIP AT WALL ENDS AND AT 48"
O.C. (MAX) REMAINDER
3.DBL TOP PLATE AT NON-BEARING WALL
NOTE:
A.NAILS SHOULD NOT BE DRIVEN
COMPLETELY FLUSH AGAINST THE
CONNECTOR AT THE TRUSS TO ALLOW
VERTICAL TRUSS MOVEMENT, ALLOW 116"
GAP BETWEEN NAIL HEAD AND TRUSS
CLIP
B.ARCH TO PROVIDE FINISH TO ALLOW FOR
3 4" VERTICAL MOVEMENT OF TRUSS
1
2
3
3
4
"
G
A
P
M
I
N
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
TERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
04
/
1
3
/
2
0
2
3
NOTE:
A.MINIMUM STAPLING SPECIFIED HEREIN
SHALL BE PROVIDED UNLESS NOTED
OTHERWISE ON PLANS, DETAILS OR
GENERAL STRUCTURAL NOTES
8d COMMON AT 12" O.C.
16 GA STAPLE AT 12" O.C.
ALTERNATE FASTENER SCHEDULE
ALTERNATE FASTENERSPECIFIED FASTENER
8d COMMON AT 6" O.C.
8d COMMON AT 4" O.C.
15 GA STAPLE AT 12" O.C.
14 GA STAPLE AT 12" O.C.
13 GA STAPLE AT 12" O.C.
16 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 3" O.C.
16 GA STAPLE AT 2.5" O.C.
15 GA STAPLE AT 2" O.C.
14 GA STAPLE AT 3" O.C.
13 GA STAPLE AT 4" O.C.
8d COMMON AT 3" O.C.
MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHING
NOTES:
1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7 16" INCH
OUTSIDE DIMENSION. AND INSTALLED WITH CROWN PARALLEL TO THE
LONG DIMENSION OF FRAMING MEMBER.
2.FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING IS LESS THAN 3
INCHES ON CENTER.
3.ALL STAPLES SHALL HAVE 11 2" LONG LEGS MINIMUM.
4.STAPLE SIZES AND SPACING PER REPORT NO. ICC-ESR-1539
T17 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
T18 MINIMUM NAILING SCHEDULE - UNLESS NOTED OTHERWISE
TD34 NO SCALE T16 TYPICAL STRAP AT WOOD BEAM
TD68 NO SCALE
KEYNOTES:
1.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
2.TRIMMER AND KING STUDS, SEE PLAN
3.WOOD BEAM, SEE PLAN
4.STRAP, SEE PLAN3
4
2
1
1
3
4
2
1
2
3
OPTION 1
OPTION 2
OPTION 3
4
T19 ELEVATION-TYPICAL 1-STORY SHEARWALL
TD19 NO SCALE
KEYNOTES:
1.SHEATHING MATERIAL
2.DOUBLE STUDS AT EACH END OF
SHEARWALL, EDGE NAIL ALONG DOUBLE
STUDS
3.FULL HEIGHT WOOD STUDS
4.BOTTOM PLATE ATTACHMENT
5.SIMPSON STHD TYPE HOLDOWN
6.MIDHEIGHT BLOCKING AND EDGE
NAILING REQUIRED
7.SIMPSON "HD" TYPE HOLDOWN
8.FINISHED FLOOR
9.CONT 2x PT SOLE PLATE
1
3
6
8
7
4
5
2
9
KEYNOTES:
1.NAILS BETWEEN SPLICE LOCATION PER
SCHEDULE - STAGGERED
2.DBL 2x TOP PLATE
3.WOOD STUD WALL, SEE PLAN
4.SPLICE OVER STUD
5.SIMPSON ST6224 OR MSTC40 STRAP AT
LOCATIONS WHERE PLATES CAN NOT BE
SPLICED
NOTE:
A.DO NOT SPLICE TOP PLATES WITHIN 6'-0"
OF ENDS OF PLYWOOD SHEARWALLS.
THIS DETAIL REQUIRED AT ALL EXTERIOR
WALLS AND OVER SHEARWALLS - NOT
REQUIRED AT INTERIOR
NON-SHEARWALLS.
(40) 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
T20 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
T15 TYPICAL HEADER CONNECTION
TD25 NO SCALET21TYPICAL WALL PENETRATION LESS THAN 10" SQUARE AT SHEARWALL
TD78 NO SCALE
KEYNOTES:
1.SHEATHING MATERIAL
2.WOOD STUD WALL
3.5" TO 10" SQUARE OPENING, PROVIDE
FULL DEPTH BLOCKING ON SIDE, TOP
AND BOTTOM W/ EDGE NAILING
4.EDGE NAILING
5.5" OR SMALLER SQUARE OPENING, NO
BLOCKING W/ EDGE NAILING REQUIRED
1
2
444
3
5
NOTES:
1.MAXIMUM ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 10% OF WALL LENGTH.
NOTES:
1.ANGLES ARE TO BE HOT DIPPED GALVANIZED.
2.LINTELS CARRY BRICK OR STONE ONLY. WHERE FLOORS, ROOFS, OR CONCENTRATED LOADS OCCUR ABOVE,
FURTHER ANALYSIS IS NECESSARY.
3.PROVIDE 1" OF BEARING EACH END FOR EACH FOOT OF SPAN (6" BEARING EACH SIDE OF OPENING MINIMUM).
4.USE THIS SCHEDULE UNLESS NOTED OTHERWISE
T22 BRICK VENEER STEEL ANGLE LINTEL
TD55 NO SCALE
BRICK VENEER STEEL ANGLE LINTEL SCHEDULE
OPENING WIDTH ANGLE SIZE
UP TO 7'-0"L31 2x312x14
7'-1" TO 9'-0"L5x31 2x14 (LLV)
9'-1" TO 10'-0"L5x312x5 16 (LLV)
10'-1" TO 11'-0"L5x312x3 8 (LLV)
11'-1" TO 12'-0"L6x4x3 8 (LLV)
12'-1" AND OVER SPECIAL ANALYSIS REQUIRED
4"
T23 TYPICAL ROOF SNOW SURCHARGE / DRIFT LOAD
TD73 NO SCALE
KEYNOTES:
1.SURCHARGE OR DRIFT SNOW LOAD AREA,
SEE PLAN
2.BALANCED ROOF SNOW LOAD, SEE GSN
3.REQUIRED LOAD INCREASE, SEE PLAN
4.EXTENT OF SURCHARGE OR DRIFT LOAD,
SEE PLAN
NOTE:
A.SURCHARGE AND DRIFT LOADS ARE IN
ADDITION TO ROOF BALANCED SNOW
LOAD
##PSF
##PSF
3
3
1
2
4
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
TERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
04
/
1
3
/
2
0
2
3
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 100'-0"
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 98'-0"
CONCRETE SLAB ON GRADE
WF18 / W1
1
F48
1
1
WF18 / W1
WF
1
8
/
W
1
WF24 / W2
WF
1
8
/
W
1
2
2
1
WF24
WF24
WF24 / W2
WF
2
4
/
W
2
WF18 / W1
WF
2
4
/
W
2
WF24 / W2
F36
2
2
1
4
A
A
A
A
A
A
5
5
5 5 5
5 5 5
5 5 5 5
5
5
5
5
F36 F36
F36
WF
1
8
/
W
3
WF
1
8
/
W
3
WF
1
8
/
W
3
5 55
6.
WF
1
6
WF16 WF
1
6
WF16
A
A
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 100'-0"
CONCRETE SLAB ON GRADE
3
3
F36 F36 F36
2
2
2
2'-0"
MIN
2'
-
0
"
MI
N
47
'
-
3
"
95'-4"
1'-41
2"6'-3"1'-5"6'-3"80'-01
2"
6'
-
4
3 4"
156'-91
2"
77
'
-
4
3 4"
36
'
-
5
1 4"
6'
-
3
"
34
'
-
8
1 2"
50'-5"10'-0"79'-5"6'-31
2"1'-1"
T.O.F.
97'-8"
5
T.O.F.
99'-8"
5
T.O.F.
97'-8"
T.O.F.
97'-8"
T.O.F.
97'-8"
6'-4"3'-3"
34
'
-
5
1 2"
10
'
-
0
"
32
'
-
1
1
1 4"
8'-6"78'-31
2"5'-4"4'-8"33'-4"
10'-10"4'-8"44'-6"
7'
-
6
3 4"
11
'
-
4
3 4"
15
'
-
6
"
1'
-
8
1 2"
6'
-
3
"
2'
-
3
1 4"
4
WF24
WF24
WF24WF24
A
A WF18 / W1
102
102
102
101
102
101
102
103
103
102
101 101
101
101
105
104
106
SIM
105
107
108
WF
1
8
/
W
3
WF
2
4
/
W
2
F48
4'
-
0
"
4'-0"
26'-8"
WF
1
8
/
W
3
WF18 / W3
2
SIM
105
109
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 98'-0"
CONCRETE SLAB ON GRADE
T.O.F.
97'-8"
SIM
105
SCALE:
FOUNDATION PLAN - OVERALL
1" = 20'
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
TERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
04
/
1
3
/
2
0
2
3
EXISTING BUILDING
EXISTING BUILDING
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 100'-0"
CONCRETE SLAB ON GRADE
WF24
WF24
WF24 / W2
WF
2
4
/
W
2
WF18 / W1
WF
2
4
/
W
2
WF24 / W2
F36
2
2
1
4
A
A
A
A
A
A
5 5 5
5 5 5 5
5
5
5
5
F36 F36
F36
WF
1
8
/
W
3
WF
1
8
/
W
3
WF
1
8
/
W
3
6.
WF
1
6
WF16 WF
1
6
WF16
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 100'-0"
CONCRETE SLAB ON GRADE
3
3
F36 F36 F36
2
2
2
156'-91
2"
77
'
-
4
3 4"
36
'
-
5
1 4"
6'
-
3
"
34
'
-
8
1 2"
50'-5"10'-0"79'-5"6'-31
2"1'-1"
T.O.F.
97'-8"
5
T.O.F.
99'-8"
5
T.O.F.
97'-8"
T.O.F.
97'-8"
T.O.F.
97'-8"
6'-4"3'-3"
34
'
-
5
1 2"
10
'
-
0
"
32
'
-
1
1
1 4"
8'-6"78'-31
2"5'-4"4'-8"33'-4"
10'-10"4'-8"44'-6"
7'
-
6
3 4"
11
'
-
4
3 4"
15
'
-
6
"
1'
-
8
1 2"
6'
-
3
"
2'
-
3
1 4"
4
WF24
WF24
WF24WF24
A
A WF18 / W1
102
103
103
102
101 101
101
101
105
104
106
SIM
105
107
108
WF
1
8
/
W
3
26'-8"
WF
1
8
/
W
3
WF18 / W3
2
SIM
105
109
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 98'-0"
CONCRETE SLAB ON GRADE
T.O.F.
97'-8"
SIM
105
SCALE:
FOUNDATION PLAN - AREA A
1/8" = 1'-0"
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
T
ERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
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 10"
CONCRETE #4 AT 18" O.C.#4 AT 10" O.C.---
W3 6" CONCRETE #4 AT 18" O.C.#4 AT 18" O.C.---
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 THICK-
NESS FOOTING REINFORCING REMARKS
F36 36"36"10"(4) #4 EACH WAY
BOTTOM ---
F48 48"24"10"
(4) #4 BARS DRILLED AND
EPOXIED PERPENDICULAR INTO
THE EXISTING FOOTING, W/ (2) #4
BARS PARALLEL W/ THE
EXISTING FOOTING
8" MIN EMBED OF EPOXIED
BARS INTO EXISTING FOOTING
WF16 CONT 16"6"(2) #4 CONT BOTTOM ---
WF18 CONT 18"10"(2) #4 CONT BOTTOM ---
WF24 CONT 24"10"(3) #4 CONT BOTTOM ---
A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE
TYPICAL TO THIS PROJECT.
C.THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N.
IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER TRADES
TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE
WORK. SEE TYPICAL DETAILS FOR ADDITIONAL
REQUIREMENTS.
D. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
E. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
F. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
G. , , - AS SHOWN ON PLAN INDICATES A SHEARWALL
HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR
ADDITIONAL INFORMATION.
H.W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR
MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL
INFORMATION.
I.WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
J.F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE
FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL
INFORMATION.
K.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
L.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
M.T.O. INTERIOR FOOTING, UNO: 99'-8"
FOUNDATION PLAN NOTES
5 6.7
A B
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
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
5
6.
1.DRILL AND EPOXY NEW FOOTING TO EXISTING FOOTING W/ 18"
LONG #4 DOWELS AT 36" O.C. PROVIDE 6" MIN EMBEDMENT
2.DRILL AND EPOXY HORIZONTAL FOOTINGS AND WALL
REINFORCEMENT INTO THE EXISTING FOUNDATIONS W/ 6" MIN
EMBEDMENT
3.SLAB STEPS ON GRADE PER ARCH, SEE TYPICAL DETAIL FOR
CONSTRUCTION INFORMATION
4.TIE NEW SLAB INTO EXISTING WALL/SLAB W/ #3 BARS AT 48"
O.C., PROVIDE 4" MIN EMBEDMENT
5.STEP FOOTING AS REQUIRED, SEE TYPICAL STEP IN
CONCRETE FOOTING DETAIL
PLAN KEYNOTESX
SHEARWALL HOLDOWN SCHEDULE
NOTES:
1. SEE TYPICAL DETAILS FOR ANCHOR BOLT EMBEDMENT REQUIREMENTS.
2. POSTS SHOWN ON THE PLANS AR A MINIMUM AS REQUIRED TO SUPPORT THE GRAVITY LOADS OF THE
STRUCTURE. ADDITIONAL STUDS OR SOLID POSTS MAY BE REQUIRED DEPENDENT ON HOLDOWN TYPES.
MARK HOLDOWN
SHEARWALL END
POST
UNO ON PLAN
ALTERNATE
HOLDOWN ANCHOR BOLT DIA.
HTT4 W/ (18) 0.162 x 2.5"
NAILS (2) 2x STUDS SIMPSON
STHD14
5 8"A
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
04
/
1
3
/
2
0
2
3
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
4" CONCRETE SLAB ON GRADE W/
#3 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
T.O. SLAB ELEVATION = 98'-0"
CONCRETE SLAB ON GRADE
WF18 / W1
1
F48
1
1
WF18 / W1
WF
1
8
/
W
1
WF24 / W2
WF
1
8
/
W
1
2
2
1
5
5
5 5 5
5 55
A
A
2'-0"
MIN
2'
-
0
"
MI
N
47
'
-
3
"
95'-4"
1'-41
2"6'-3"1'-5"6'-3"80'-01
2"
6'
-
4
3 4"
102
102
102
101
102
101
WF
2
4
/
W
2
F48
4'
-
0
"
4'-0"
SCALE:
FOUNDATION PLAN - AREA B
1/8" = 1'-0"
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
T
ERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
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 10"
CONCRETE #4 AT 18" O.C.#4 AT 10" O.C.---
W3 6" CONCRETE #4 AT 18" O.C.#4 AT 18" O.C.---
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 THICK-
NESS FOOTING REINFORCING REMARKS
F36 36"36"10"(4) #4 EACH WAY
BOTTOM ---
F48 48"24"10"
(4) #4 BARS DRILLED AND
EPOXIED PERPENDICULAR INTO
THE EXISTING FOOTING, W/ (2) #4
BARS PARALLEL W/ THE
EXISTING FOOTING
8" MIN EMBED OF EPOXIED
BARS INTO EXISTING FOOTING
WF16 CONT 16"6"(2) #4 CONT BOTTOM ---
WF18 CONT 18"10"(2) #4 CONT BOTTOM ---
WF24 CONT 24"10"(3) #4 CONT BOTTOM ---
1.DRILL AND EPOXY NEW FOOTING TO EXISTING FOOTING W/ 18"
LONG #4 DOWELS AT 36" O.C. PROVIDE 6" MIN EMBEDMENT
2.DRILL AND EPOXY HORIZONTAL FOOTINGS AND WALL
REINFORCEMENT INTO THE EXISTING FOUNDATIONS W/ 6" MIN
EMBEDMENT
PLAN KEYNOTESX
A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B.ALL SCHEDULED MARK DESIGNATIONS MAY NOT
NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE
TYPICAL TO THIS PROJECT.
C.THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N.
IS A MINIMUM. FOUNDATION CONTRACTOR SHALL
COORDINATE WITH THE SOILS REPORT AND OTHER TRADES
TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE
WORK. SEE TYPICAL DETAILS FOR ADDITIONAL
REQUIREMENTS.
D. WALLS WITH SOLID LINES DESIGNATED
STRUCTURAL (BEARING) WALLS.
E. WALLS WITH DASHED LINES DESIGNATE
NON-STRUCTURAL (NON-BEARING) WALLS.
F. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
G. , , - AS SHOWN ON PLAN INDICATES A SHEARWALL
HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR
ADDITIONAL INFORMATION.
H.W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR
MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL
INFORMATION.
I.WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A
CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR
ADDITIONAL INFORMATION.
J.F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE
FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL
INFORMATION.
K.P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST.
SEE POST SCHEDULE FOR MORE INFORMATION.
L.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
M.T.O. INTERIOR FOOTING, UNO: 99'-8"
FOUNDATION PLAN NOTES
5 6.7
A B
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
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
5
6.
SHEARWALL HOLDOWN SCHEDULE
NOTES:
1. SEE TYPICAL DETAILS FOR ANCHOR BOLT EMBEDMENT REQUIREMENTS.
2. POSTS SHOWN ON THE PLANS AR A MINIMUM AS REQUIRED TO SUPPORT THE GRAVITY LOADS OF THE
STRUCTURE. ADDITIONAL STUDS OR SOLID POSTS MAY BE REQUIRED DEPENDENT ON HOLDOWN TYPES.
MARK HOLDOWN
SHEARWALL END
POST
UNO ON PLAN
ALTERNATE
HOLDOWN ANCHOR BOLT DIA.
HTT4 W/ (18) 0.162 x 2.5"
NAILS (2) 2x STUDS SIMPSON
STHD14
5 8"A
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
04
/
1
3
/
2
0
2
3
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
5
5
5 5 5
1
P1
(3) KS
P1
(3) KS
P2
P2
(E) PREFAB WOOD TRUSS
AT 24" O.C.
PREFAB WOOD TRUSS
AT 24" O.C.
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P2 P2 P1 P1
P2 P2
5
5 5 5 5
5
P1
(2) KS
P1
(2) KS
P1 P1 P1 P1
5
5
5
P1 P1 P1 P1
(2) KS (2) KS (2) KS (2) KS P1
(3) KS
P1
(3) KS
P1
(3) KS
P1
(3) KS
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:
19/32" APA RATED ROOF SHEATHING
W/ 10d COMMON NAILS AT 6" O.C. AT
PANEL EDGES / BOUNDARY AND AT 12"
O.C. IN THE FIELD.
TYPICAL ROOF SHEATHING:
(3) KS
(3) KS
(2) KS
(2) KS
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
5
PREFAB WOOD TRUSS
AT 24" O.C.
RME
1,500#
RME
1,500#
5
GT
GT GT
GT
OPEN
PREFAB WOOD TRUSS
AT 24" O.C.
RME
3,500#
5 55
P1 P1 P1P1
6.
D
=
1
3
,
0
0
0
#
2 TYP2TYP2TYP
3 TYP
B3 B3 B5 B5 B5
B2
B7
B3
B6B4
B4 B4 B4 B4
B4 B2
B4
B6 B6
B1
B2
B6 B3 B3 B3 B6
B3
B5 B5
BX
3 TYP
2
204 204
202
201
203
207
209
209
202 202 202
205 205 206
205 205
208
208
205
205
205 206
206 206206
209
211
210
207
16'-0"
85 PSF
0 PSF
4203
5
204209
4
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
SCALE:
ROOF FRAMING PLAN - OVERALL
1" = 20'
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
TERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
04
/
1
3
/
2
0
2
3
EXISTING BUILDING
EXISTING BUILDING
PREFAB WOOD TRUSS
AT 24" O.C.
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P1
(2) KS
P2 P2 P1 P1
P2 P2
5
5 5 5 5
5
P1
(2) KS
P1
(2) KS
P1 P1 P1 P1
5
5
5
P1 P1 P1 P1
19/32" APA RATED ROOF SHEATHING
W/ 10d COMMON NAILS AT 6" O.C. AT
PANEL EDGES / BOUNDARY AND AT 12"
O.C. IN THE FIELD.
TYPICAL ROOF SHEATHING:
(3) KS
(3) KS
(2) KS
(2) KS
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
RME
1,500#
5
PREFAB WOOD TRUSS
AT 24" O.C.
RME
1,500#
RME
1,500#
5
GT
GT GT
GT
OPEN
6.
D
=
1
3
,
0
0
0
#
2 TYP2TYP2TYP
3 TYP
B3
B6B4
B4 B4 B4 B4
B4 B2
B4
B6 B6
B1
B2
B6 B3 B3 B3 B6
B3
BX
209
209
202 202 202
205 205 206
205 205
208
208
205
205
205 206
206 206206
209
211
210
207 204209
4
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
SCALE:
ROOF FRAMING PLAN - AREA A
1/8" = 1'-0"
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
T
ERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
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
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
5
6.
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 13 4x512 LVL
B2 (2) 2x10 OR 4x10 OR (2) 13 4x714 LVL
B3 (2) 13 4x912 LVL OR 518x712 GLB
B4 (2) 13 4x117 8 LVL OR 518x1012 GLB
B5 (3) 13 4x117 8 LVL OR 518x12 GLB
B6 (3) 13 4x14 LVL OR 518x15 GLB
B7 518x2212 GLB
POST (P) SCHEDULE
NOTES:
1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.
2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.
MARK SIZE SPECIES AND GRADE CONNECTION
P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P2 (3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
1.ALIGN ADDITIONAL DRAG TRUSS W/ SHEARWALL BELOW,
ATTACH TO SHEARWALL W/ HGA10KT CLIPS AT 3'-0" O.C.
2.PROVIDE 4x6 BLOCKING W/ HUS46TF HANGER EACH END
BELOW PERIMETER OF RME AND ROOF PENETRATIONS. TRUSS
MANUFACTURER SHALL DESIGN TRUSSES FOR THE
ADDITIONAL RME WEIGHT SHOWN (ASD)
3.ROOF DRAINS, SEE ARCH FOR SIZE AND LOCATION
4.REFER TO ARCH DRAWINGS FOR REQUIRED LAYERS OF GYP
BOARD FOR FIREWALL FRAMING.
PLAN KEYNOTESX
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 112"x512" LSL
STUDS AT 16" O.C. UNO.
E.PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 6'-6" OR LESS, (1)
TS & (1) KS, OPENINGS 6'-7" TO 10'-6", (2) TS & (2) 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.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5"
SHEARWALLS, UNO.
5 6.7
04
/
1
3
/
2
0
2
3
EXISTING BUILDING
EXISTING BUILDING
EXISTING BUILDING
5
5
5 5 5
1
P1
(3) KS
P1
(3) KS
P2
P2
(E) PREFAB WOOD TRUSS
AT 24" O.C.
(2) KS (2) KS (2) KS (2) KS P1
(3) KS
P1
(3) KS
P1
(3) KS
P1
(3) KS
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:
PREFAB WOOD TRUSS
AT 24" O.C.
RME
3,500#
5 55
P1 P1 P1P1
B3 B3 B5 B5 B5
B2
B7 B5 B5
3 TYP
2
204 204
202
201
203
207
16'-0"
85 PSF
0 PSF4203
5
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
SCALE:
ROOF FRAMING PLAN - AREA B
1/8" = 1'-0"
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
T
ERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
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
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 4" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 24" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 32" O.C.
WOOD:16d STAGGERED AT 4" O.C.
5
6.
BEAM (B) SCHEDULE
MARK SIZE
B1 (2) 2x6 OR 4x6 OR (2) 13 4x512 LVL
B2 (2) 2x10 OR 4x10 OR (2) 13 4x714 LVL
B3 (2) 13 4x912 LVL OR 518x712 GLB
B4 (2) 13 4x117 8 LVL OR 518x1012 GLB
B5 (3) 13 4x117 8 LVL OR 518x12 GLB
B6 (3) 13 4x14 LVL OR 518x15 GLB
B7 518x2212 GLB
1.STRAP BEAM TO TOP PLATE W/ MSTC40 STRAP PER "TYPICAL
STRAP AT WOOD BEAM" OPTION 3, INSTALL STRAP PRIOR TO
SETTING TRUSSES
2.PROVIDE 4x6 BLOCKING W/ HUS46TF HANGER EACH END
BELOW PERIMETER OF RME AND ROOF PENETRATIONS. TRUSS
MANUFACTURER SHALL DESIGN TRUSSES FOR THE
ADDITIONAL RME WEIGHT SHOWN (ASD)
3.ROOF DRAINS, SEE ARCH FOR SIZE AND LOCATION
4.IN ADDITION TO REGULAR ROOF SNOW LOAD, TRUSS
MANUFACTURER TO DESIGN TRUSSES FOR DRIFTING SNOW
LOAD FOR LENGTH AND MAGNITUDE SHOWN, SEE TYPICAL
DETAIL.
5.PROVIDE TRUSSES AT 16" O.C. FOR FIRST 8' FROM WALL
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 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
P2 (3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAILS
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 112"x512" LSL
STUDS AT 16" O.C. UNO.
E.PROVIDE TRIMMER STUDS (TS) AND KING STUDS (KS) AT
OPENINGS AS FOLLOWS, U.N.O.: OPENINGS 4'-0" OR LESS, (1)
TS & (1) KS, OPENINGS 4'-1" TO 8'-6", (2) TS & (2) 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.FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF
FRAMING CONDITION.
M.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5"
SHEARWALLS, UNO.
5 6.7
04
/
1
3
/
2
0
2
3
101 WOOD STUD WALL AT FOUNDATION
CW_S125 NO SCALE
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ ANCHOR
BOLTS PER SHEARWALL SCHEDULE
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
5.CONCRETE FOOTING, SEE PLAN
6.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
7.MINIMUM FOOTING DEPTH, SEE GSN
8.SIDEWALK, PAVEMENT, OR FINISH GRADE
PER ARCH
9.EDGE NAILING, SEE SHEARWALL
SCHEDULE
10.WALL SHEATHING AS OCCURS, SEE PLAN
11.BRICK VENEER PER ARCH, ATTACH PER
GSN
NOTES:
A.ALL WOOD WITHIN 8" OF FINISH GRADE
SHALL BE PRESERVATIVE TREATED
LUMBER (INCLUDING SHEATHING) AND BE
WATERPROOFED PRE ARCHITECTURAL
REQUIREMENTS, SEE ARCH DRAWINGS3"
CLR
3"
CL
R
8
10
7
9
6
1
2
5
4
3
11
102 WOOD STUD WALL AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
7
1
2
5
4
3
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x4 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.EXISTING FOUNDATION SYSTEM
8.EPOXY DOWELS, SEE PLAN
9.WALL SHEATHING AS OCCURS, SEE PLAN
10.EDGE NAILING, SEE SHEARWALL
SCHEDULE
11.PROVIDE 2"x4" BLOCK-OUT AT TOP OF
STEM WALL
12.VERTICAL WALL EPOXY DOWELS, SEE
PLAN
12
10
9
6"
MIN
11
6
6"
MI
N
8
FOOTING WIDTH
SEE PLAN
103 WOOD STUD WALL AT FOUNDATION
NO SCALE
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT 2x PT SOLE PLATE W/ O.145"Ø MIN
SHOT PIN AT 32" O.C.
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
NOTES:
A.CONTINUOUS FOOTING CAN BE POURED
MONOLITHICALLY W/ SLAB AT
CONTRACTORS OPTION
1
2
3"
CLR
3"
CL
R
5
4
3
104 WOOD STUD WALL AT FOUNDATION
NO SCALE
KEYNOTES:
1.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
2.CONCRETE FOOTING, SEE PLAN
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONT 2x PT SOLE PLATE W/ TITEN-HD
ANCHORS. MATCH DIAMETER AND
SPACING W/ SHEARWALL SCHEDULE
5.WOOD STUD WALL, SEE PLAN
6.WALL SHEATHING AS OCCURS, SEE PLAN
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8.#4 BENT DOWEL AT 36" O.C.
312"
MI
N
10"
10"6
7
5
4
8
NOTES:
A.CONTINUOUS FOOTING CAN BE POURED
MONOLITHICALLY W/ SLAB AT
CONTRACTORS OPTION
3"
CLR
3"
CL
R
1
2
3
107 CONCRETE SLAB AT FOUNDATION
CW_S104 NO SCALE
3"
CLR
3"
CL
R
8
7
6
8
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.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"
105 WOOD STUD WALL AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
8
7 3
1
2
5
4
3
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.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8.WALL SHEATHING AS OCCURS, SEE PLAN
NOTES:
A.AT SIM, NO SHEARWALL SHEATHING
6
106 MASONRY WALL AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
2
1
4
3
5
6"
MI
N
KEYNOTES:
1.8" MASONRY WALL W/ #4 VERT AT 48" O.C.
AND #4 HORIZ AT 48" O.C. AND AT TOP OF
WALL
2.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE FOOTING, SEE PLAN
5.DOWEL TO MATCH VERTICAL MASONRY
WALL REINFORCING SIZE AND SPACING,
EPOXY DOWEL AT FOOTING
24
"
M
I
N
L
A
P
SEE PLAN
8"
MI
N
2'
-
0
"
M
A
X
108 CONCRETE SLAB AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
3
1
4
3
KEYNOTES:
1.CONCRETE FOOTING, SEE PLAN
2.COMPACTED SUB-GRADE BELOW
FOOTING, SEE PLAN
3.CONCRETE SLAB ON GRADE, SEE PLAN
4.CONCRETE WALL, SEE PLAN
2
VA
R
I
E
S
,
2'
-
0
"
M
A
X
109 WOOD STUD WALL AT FOUNDATION
NO SCALE
3"
CLR
3"
CL
R
1
2
5
4
3
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
6
VA
R
I
E
S
,
2'
-
0
"
M
A
X
3
2'
-
0
"
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
TERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
04
/
1
3
/
2
0
2
3
205 WOOD TRUSS AT WOOD BEAM
NO SCALE
KEYNOTES:
1.ROOF SHEATHING, SEE PLAN
2.BOUNDARY NAILING, SEE PLAN
3.WOOD TRUSS W/ HANGER, SEE
PLAN
4.WOOD BEAM, SEE PLAN
5.2x BLOCKING BETWEEN EA TRUSS
221
4 33
5
201 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.2x4x8'-0" LONG AT 48" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
3.2x BLOCKING W/ (2) 16d NAILS EACH
END
4.WOOD STUD WALL, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE
PLAN
6.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
7.EDGE NAILING, SEE SHEARWALL
SCHEDULE
8.2x6 BLOCKING W/ (5) 16d NAILS AT
EACH WALL STUD
9.2x6 BLOCKING AT 48" O.C., ALIGN W/
2x6 BLOCK AT RIGHT.
10.BOUNDARY NAILING, SEE PLAN
11.ROOF SHEATHING, SEE PLAN
12.(4) 10d NAILS AT EACH BLOCK
13.CS16 (30" LONG) STRAP AT 48" O.C.
W/ (22) 8d NAILS ATTACHING
BLOCKS TOGETHER
14.BRICK VENEER PER ARCH, ATTACH PER
GSN
1 2
3
4 5
89
11
10
12
6
7
7
7
1
2'
-
0
"
MA
X
12 13
202 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE
PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.ROOF SHEATHING, SEE PLAN
7.2x BLOCKING BETWEEN EACH
TRUSS
8.BOUNDARY NAILING, SEE PLAN
9.2x6 PARAPET INTEGRAL W/ TRUSS
BY TRUSS MANUFACTURE
10.BRICK VENEER PER ARCH, ATTACH PER
GSN
11.2x BLOCKING AT ALL SHEATHING
PANEL EDGES
1
2
3
4
9
6
8
2
5
7
5
KEYNOTES:
1.EXISTING STRUCTURE AS OCCURS
2.7 16" WALL SHEATHING
3.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
4.EDGE NAILING, SEE PLAN
5.A35 CLIP AT 24" O.C.
6.WOOD TRUSS, SEE PLAN
7.BOUNDARY NAILING, SEE PLAN
8.ROOF SHEATHING, SEE PLAN
9.2x4x8'-0" LONG AT 4'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
10.ATTACH END TRUSS TO EXISTING BRICK
VENEER W/ 14"Ø x 314" LONG TITEN TURBO
SCREWS AT 48" O.C.
203 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
6
87 7
1
5
4
3
2
9
204 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE
PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.ROOF SHEATHING, SEE PLAN
7.FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS W/ A35 CLIP
8.BOUNDARY NAILING, SEE PLAN
9.EXISTING STRUCTURE AS OCCURS
1
2
3
4
9
6
8
7
5
206 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS W/ (2) 16d NAILS, SEE
PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.2x BLOCKING BETWEEN EACH
TRUSS
5.ROOF SHEATHING, SEE PLAN
6.BOUNDARY NAILING, SEE PLAN
1
2
3
6 5
4
1
207 WOOD TRUSS AT WOOD BEAM
NO SCALE
KEYNOTES:
1.ROOF SHEATHING, SEE PLAN
2.BOUNDARY NAILING, SEE PLAN
3.EXISTING STRUCTURE AS OCCURS
4.FULL-HEIGHT 2x BLOCK BETWEEN
EACH TRUSS
5.WOOD BEAM, SEE PLAN
6.WOOD TRUSS W/ CLIP, SEE PLAN
1
56
2 3
4
10
14
5
10
208 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
2
13
9
3
3
5
4
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.EDGE NAILING, SEE SHEARWALL
SCHEDULE
4.2x8 BLOCKING BETWEEN EACH
JOIST
5.WOOD TRUSS, SEE PLAN
6.2x6 BLOCK AT EACH STUD W/ (4) 8d
NAILS
7.(4) 16d NAILS
8.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
9.WALL SHEATHING AS OCCURS, SEE
PLAN
10.BOUNDARY NAILING, SEE PLAN
11.ROOF SHEATHING, SEE PLAN
12.CONT 2x BOTTOM PLATE W/ 16d
NAILS AT 4" O.C.
13.2x6 WALL STUDS AT 16" O.C.
14.2x6 KICKER BRACE AT 32" O.C. W/ (5)
16d NAILS EACH END
15.IF KICKER BRACE EXCEEDS 6'-0"
PROVIDE PERPENDICULAR STUD
BRACE W/ (2) 16d NAILS AT EACH
KICKER
16.2x BLOCK AT EACH KICKER W/ (4) 8d
NAILS
17.BRICK VENEER PER ARCH, ATTACH PER
GSN
18.2x BLOCKING AT ALL SHEATHING
PANEL EDGES
6
11
3'
-
6
"
MA
X
10
7
12
8
3
33
15
1
14
16
1
1
KEYNOTES:
1.EXISTING STRUCTURE AS OCCURS
2.WOOD TRUSS, SEE PLAN
3.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
4.ATTACH END TRUSS TO EXISTING BRICK
VENEER W/ 14"Ø x 314" LONG TITEN TURBO
SCREWS AT 48" O.C.
5.BOUNDARY NAILING, SEE PLAN
6.ROOF SHEATHING, SEE PLAN
209 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
2
65 5
1
3
4
17
210 WOOD TRUSS AT MASONRY WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.CONT 2x PT PLATE W/ 5 8"Ø ANCHOR BOLT
AT 24" O.C. W/ 5" MIN EMBEDMENT
3.MASONRY WALL, SEE PLAN
4.BOUNDARY NAILING, SEE PLAN
5.ROOF SHEATHING, SEE PLAN
6.WOOD TRUSS W/ HGA10 CLIP AT 36" O.C.
7.2x4 x 6'-0" LONG AT 48" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
8.2x TRUSS BLOCK AT 48" O.C.
9.SIMPSON HTC4 CLIP AT EACH TRUSS
BLOCK
1
2
6
1
5 4
3
7
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WOOD TRUSS ALIGNED W/ SHEARWALL W/
CLIPS PER PLAN
7.BOUNDARY NAILING, SEE PLAN
8.ROOF SHEATHING, SEE PLAN
9.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d
NAILS AT EACH TRUSS
2
3 4
6
1
8 7
5
211 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
9
8
9
55
33
11
18
NOTE:
A.PLACE A MOISTURE BARRIER BETWEEN
ANY NON-PRESSURE TREATED LUMBER
THAT IS IN CONTACT W/ (E) BRICK VENEER
NOTE:
A.PLACE A MOISTURE BARRIER BETWEEN
ANY NON-PRESSURE TREATED LUMBER
THAT IS IN CONTACT W/ (E) BRICK VENEER
NOTE:
A.PLACE A MOISTURE BARRIER BETWEEN
ANY NON-PRESSURE TREATED LUMBER
THAT IS IN CONTACT W/ (E) BRICK VENEER
NOTE:
A.PLACE A MOISTURE BARRIER BETWEEN
ANY NON-PRESSURE TREATED LUMBER
THAT IS IN CONTACT W/ (E) BRICK VENEER
2
212 WOOD TRUSS AT WOOD STUD WALL
NO SCALE
KEYNOTES:
1.WOOD TRUSS W/ CLIP, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING AS OCCURS, SEE
PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.ROOF SHEATHING, SEE PLAN
7.FULL-HEIGHT TRUSS BLOCKING
BETWEEN EACH TRUSS W/ A35 CLIP
8.BOUNDARY NAILING, SEE PLAN
9.EXISTING STRUCTURE AS OCCURS
10.GYP BOARD PER ARCH
1
2
3
4
9
6
8
7
5 NOTE:
A.PLACE A MOISTURE BARRIER BETWEEN
ANY NON-PRESSURE TREATED LUMBER
THAT IS IN CONTACT W/ (E) BRICK VENEER
10
PR
E
L
I
M
I
N
A
R
Y
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
11
6
9
7
PRO
F
E
S
S
I
O
N
A
L
ENG I N E E R
R
E
G
I
S
TERE D
S T ATE
O
F
I
D
A
H
O
M A R KEL
L
B
A
T
E
M
A
N
MECHANICAL ENGINEERING
ELECTRICAL ENGINEERING
STRUCTURAL ENGINEERING
JR
W
&
A
S
S
O
C
I
A
T
E
S
,
P
L
L
C
.
D
R
A
W
I
N
G
S
A
N
D
D
E
S
I
G
N
S
A
R
E
P
R
O
T
E
C
T
E
D
B
Y
C
O
P
Y
R
I
G
H
T
A
N
D
T
H
E
A
R
C
H
I
T
E
C
T
R
E
T
A
I
N
S
T
O
T
A
L
O
W
N
E
R
S
H
I
P
A
N
D
C
O
N
T
R
O
L
.
A
N
Y
U
N
A
U
T
H
O
R
I
Z
E
D
U
S
E
O
F
D
R
A
W
I
N
G
S
,
D
E
S
I
G
N
S
O
R
I
D
E
A
S
W
I
T
H
O
U
T
W
R
I
T
T
E
N
C
O
N
S
E
N
T
O
F
T
H
E
A
R
C
H
I
T
E
C
T
A
R
E
P
R
O
H
I
B
I
T
E
D
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
GTCDBPIF22-494
04
/
1
3
/
2
0
2
3
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
P
1
.
0
1
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
7
p
m
Engineered
Systems
Associates
Apr 19, 2023
PLAN NOTES:
SEE SITE PLAN FOR CONTINUATION.
REMOVE AND DISPOSE OF EXISTING OVERFLOW ROOF DRAIN
LINE AND WALL FLANGE AS INDICATED ON PLANS. ROUTE NEW 3"
ROOF OVERFLOW DRAIN AS INDICATED ON PLANS TO NEW WALL
FLANGE. FIELD VERIFY EXISTING CONDITIONS. RE-USE EXISTING
HEAT TRACE AS MUCH AS POSSIBLE. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION. SEE FIRE NOTE BELOW.
EXISTING ROOF DRAIN AND OVERFLOW DRAIN ABOVE TO
REMAIN. PROTECT DURING CONSTRUCTION.
SEE ROOF DRAIN PLAN ON THIS SHEET FOR CONTINUATION.
ROUTE ROOF DRAIN LINES AS HIGH AS POSSIBLE IN ROOF TRUSS
SPACE. COORDINATE WITH OTHER TRADES FOR BEST POSSIBLE
ROUTES. ROOF DRAIN LINES TO BE INSULATED. SEE
SPECIFICATIONS FOR ADDITIONAL INFORMATION. SEE PIPE
SUPPORT AND ROOF DRAIN DETAILS ON SHEET P2.01.
1
Nor
t
hSTORM, WASTE & VENT PLUMBING FLOOR PLAN - CLASSROOM
SCALE: 1/8" = 1'-0"
KEY MAP
SCALE: NO SCALE
EXISTING 6"
SANITARY
LOCATION
CLASSROOM
LOCATION
4" COTG
1
FD-1
L-1
S-1
Nor
t
h
INV. ELEV AT 1/8"
SLOPE: 97' 8"
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
HARD COLD WATER PIPING
DOMESTIC HW RECIRC. PIPING
CD CONDENSATE DRAIN LINE
G NATURAL GAS PIPING
DOMESTIC 140°F HW PIPING140°F
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.
GENERAL NOTES:
G NATURAL GAS REGULATOR
GW GREASE WASTE
A-
FIRE NOTES:
B-THE CONTRACTOR SHALL INSTALL INTUMESCENT FIRE BLOCKS
ON PLASTIC PENETRATIONS THRU FIRE RATED WALLS, FLOORS,
OR CEILINGS. REFER TO SPECIFICATIONS FOR APPROVED
MANUFACTURES.
A-THE CONTRACTOR SHALL FIRE CAULK ALL DUCT OR PIPE
PENETRATIONS THRU FIRE RATED WALLS, FLOORS, OR CEILINGS.
L-1
L-1
L-1
4" VTR
WCO
WC
O
WH-1
EW-1 JS-1
S-
1
S-1
S-1
S-1
S-1
WC-1WC-1
WC-2
WC-2U-1
U-2
FD-1FD-1
L-1
L-1
WC-1
WC-1
FD-1
FD-1
RP-1
RDO RDO RDO RDO
33
3"
WF-1
2
3"
33
2
2
3
WCO
(HIGH)
4"4"4"2"
2"
2"
2"
2"
4"
4"
2"2"
2"
2"
2"3"
2"
3"
2"
4"
4"
4"
2"3"
3"
2"
2"
4"
2"2"3"3970 SQ. FT. ROOF AREA.
3970 x 0.0104 x 1.5 = 61.9 GPM
62 GPM = 4" PIPE @ 1/8" SLOPE
RD
L
RDL RDL RDL RDL RDL RDL RDL RDL RDL RDL RDL RDL RDL
RD
L
RD
O
3970 SQ. FT. ROOF AREA.
3970 x 0.0104 x 1.5 = 61.9 GPM
62 GPM = 4" PIPE @ 1/8" SLOPE
3970 SQ. FT. ROOF AREA.
3970 x 0.0104 x 1.5 = 61.9 GPM
62 GPM = 4" PIPE @ 1/8" SLOPE
4
4
Nor
t
hROOF DRAIN PLAN
SCALE: 1/8" = 1'-0"
RD-1
RD-1
(ABOVE)
RD-1
(ABOVE)
1
6" COTG
4" (HIGH)4" (HIGH)
4" (HIGH)
4" (HIGH)4" (HIGH)
(ABOVE)
5
5
5 5
5
5
4" (HIGH)
5
6" (HIGH)
5
4" (HIGH)
5
RDO RDO RDO RDO RDO RDO RDO RDO RDO RDO RDO RDO RDO
RD
O
RD
O
5
RD
O
5
2"
ROOF
ACCESS
DF-1
2"
4"
6" RDL DN
6" (HIGH)
INV. ELEV 97' 8"
6"
CONNECT TO
EXISTING
CONNECT TO
EXISTING
3"
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
P
1
.
0
2
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
7
p
m
Engineered
Systems
Associates
Apr 19, 2023
PLAN NOTES:
Nor
t
hWATER & GAS PLUMBING FLOOR PLAN - CLASSROOM
SCALE: 1/8" = 1'-0"
KEY MAP
SCALE: NO SCALE
CLASSROOM
LOCATION
EXISTING 4" DOMESTIC
WATER RISER LOCATION
Nor
t
h
REMOVE THE EXISTING 1-1/4” AND 3” GAS PIPES AND PRESSURE
REGULATOR ON THE EXISTING EXTERIOR WALL. RELOCATED
REGULATOR TO 1-1/4” GAS PIPE ON THE ROOF. PROVIDE 3” GAS
PIPE FROM REGULATOR THROUGH NEW ROOF AND CONNECT TO
EXISTING 3”. REMOVE EXISTING GAS PIPE UNDERGROUND
BELOW THE ADDITION. IF THE LINE IS ACTIVE, CAP BELOW
GROUND 3 FEET BEYOND BUILDING FOUNDATION.
CONNECT 1” GAS PIPE TO EXISTING 3” ON ROOF (REFER TO KEY
MAP). CONFIRM EXISTING CONDITIONS PRIOR TO BID. PROVIDE
SHUT-OFF VALVE TO 1” AT CONNECTION. INSTALL GAS PIPING
ABOVE ROOF ON PYRAMID TYPE PIPE SUPPORTS AT EVERY 6’-0”
(REFER TO DETAIL SHEETS). COORDINATE SHUTDOWN WITH
OWNER.
INSTALL TRAP PRIMER MANIFOLD IN WALL WITH ACCESS DOOR
(REFER TO DETAIL SHEETS).
WATER HAMMER ARRESTOR (REFER TO SPECIFICATIONS).
ADDITION SHALL HAVE FIRE SPRINKLER COVERAGE TO MEET
NFPA 13 CODE REQUIREMENTS. FIRE SPRINKLER DESIGN SHALL
BE BASED ON HYDRAULIC CALCULATIONS AND RECENT HYDRANT
FLOW TESTS. CONNECT TO EXISTING FIRE SPRINKLER SYSTEM
AT NEAREST LOCATION IF ALLOWED BY CODE AS NOT EXCEED
THE TOTAL ALLOWABLE AREA. UNCONDITIONED SPACE
INCLUDING THE VESTIBULE SHALL HAVE DRY HEADS. REFER TO
DETAIL SHEETS FOR MORE INFORMATION.
CONNECT DOMESTIC WATER TO EXISTING 4” IN EXISTING
MECHANICAL ROOM (REFER TO KEY MAP). REFER TO DETAIL
SHEETS FOR PIPE SUPPORTS.
CONNECT GAS PIPING TO ROOFTOP UNITS WITH SHUT-OFF
VALVE, DRIP LEG AND FLEXIBLE HOSE (REFER TO DETAIL SHEET).
REFER TO SHEET P1.03 FOR CONTINUATION.
1
2
3
4
5
6
2"
6
6
5
55555
5
5
5 5 5
5
5
55
5
5
5
55
HB-1
WC-1WC-1
L-1
WC-2
WC-2
L-1
WC-1
WC-1
G G G G G G G G G G G G G G G
L-1
L-1 S-1S-1
S-1
3
U-2
RT
1
RT
2
RT
3
RT
4
RT
5
RT
7
RT
8
RT
9
RT
6
FD-1FD-1
FD-1
FD-1
WH-1
RP-1
FD-1
S-1
EW-1 JS-1
1
5
EXISTING FIRE RISER
LOCATION
TP-1
7
777777777
4
1"
1/2"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
2"
2"
2"
3/4"
3/4"
3/4"
1"
1"
1-1/4"
3/4"
1-1/2"
1-
1
/
4
"
1-1/2"U-1
3/4"
GAS LOAD CALC.
1"MAIN GAS PIPE SIZE
10 PSIDISCHARGE PRESSURE
500'DEVELOPED LENGTH
1,585,000 BTUTOTAL DESIGN LOAD
320,000 x 1 = 320,000 BTU/HRT-10
120,000 x 9 = 1,080,000 BTU/HRT-1 THRU RT-9
1,400,000 BTU/HTOTAL BTU LOAD
G
G
G
G
G
G
G
EXISTING GAS
METER LOCATION
2
1"
10 PSI TO
0.5" W.C.
REGULATOR
1"
2"
2"1-1/2"1-1/2"1-1/2"1-1/2"1-1/4"1"
3/4"
2
2
8
8
ROOF
ACCESS
(ABOVE)(ABOVE)(ABOVE)(ABOVE)(ABOVE)(ABOVE)(ABOVE)(ABOVE)(ABOVE)
2
2 2
L-1
L-1
S-1
S-1
SHUT OFF
VALVE
EXISTING 3" IN CEILING SPACE EXISTING 1-1/4"
EXISTING 1-1/4" DN EXISTING 3" UP
ON ROOF
G
1"1"1"1"1"
1"
3/4"
EW-2
EW-2 EW-2
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
P
1
.
0
3
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
8
p
m
Engineered
Systems
Associates
Apr 19, 2023
PLAN NOTES:
Nor
t
hPLUMBING FLOOR PLAN - COMMONS
SCALE: 1/8" = 1'-0"
KEY MAP
SCALE: NO SCALE
Nor
t
h
CONNECT GAS PIPING TO ROOFTOP UNIT WITH SHUT-OFF VALVE,
PRESSURE REGULATOR, DRIP LEG AND FLEXIBLE HOSE (REFER
TO DETAIL ON SHEET 2.02).
ADDITION SHALL HAVE FIRE SPRINKLER COVERAGE TO MEET
NFPA 13 CODE REQUIREMENTS. FIRE SPRINKLER DESIGN SHALL
BE BASED ON HYDRAULIC CALCULATIONS AND RECENT HYDRANT
FLOW TESTS. CONNECT TO EXISTING FIRE SPRINKLER SYSTEM
AT NEAREST LOCATION IF ALLOWED BY CODE AS NOT EXCEED
THE TOTAL ALLOWABLE AREA. UNCONDITIONED SPACE
INCLUDING THE VESTIBULE SHALL HAVE DRY HEADS. REFER TO
DETAIL SHEETS FOR MORE INFORMATION.
EXTEND GAS PIPE TO CLASSROOM ADDITOIN. SEE SHEET P1.02
FOR CONTINUATION. INSTALL GAS PIPING ABOVE ROOF ON
PYRAMID TYPE PIPE SUPPORTS AT EVERY 6’-0” (REFER TO
DETAIL SHEETS). PROVIDE OFFSETS FOR OBSTRUCTIONS
INCLUDING PARAPETS.
CONNECT DOMESTIC WATER TO EXISTING 4” IN EXISTING
MECHANICAL ROOM. REFER TO DETAIL SHEETS ON SHEET P2.01
FOR PIPE SUPPORTS.
EXTEND WATER PIPE TO CLASSROOM ADDITION. SEE SHEET
P1.02 FOR CONTINUATION. ROUTE WATER LINE IN CEILING
SPACE. COORDINATE WITH THE GENERAL CONTRACTOR AND
OWNER FOR THE REQUIRED WORK. REPAIR ANY DAMAGED
TILES. SEE PIPE SUPPORT DETAIL ON SHEET P2.01.
RELOCATE EXISTING AUTO SPRINKLER FIRE DEPARTMENT
CONNECTION. EXTEND TO EXISTING PIPE IN MECHANICAL ROOM.
COORDINATE WITH THE GENERAL CONTRACTOR FOR THE
REQUIRED PATCHING AFTER WORK IS COMPLETED.
REMOVE THE EXISTING FIRE RISER, FIRE DEPARTMENT
CONNECTION, DRAIN, AND ALL COMPONENTS INSIDE THE FIRE
RISER CLOSET. REPLACE THE FIRE RISER WITH A 4” PIPE. REPAIR
OPENINGS IN WALL.
PROVIDE A REPLACEMENT FIRE RISER WET-PIPE ALARM VALVE
ON 4” FIRE RISER IN MECHANICAL ROOM ABOVE THE 3”
CONNECTION. PROVIDE VALVES WITH TAMPER SWITCHES, FIRE
DEPARTMENT CONNECTION, DRAIN, FLOW SWITCH, AND ALL
OTHER COMPONENTS AS REQUIRED BY NFPA 13. CONNECT TO
THE EXISTING FIRE SPRINKLER AND ALARM SYSTEM.
COORDINATE WITH THE GENERAL CONTRACTOR FOR THE
REQUIRED PATCHING AFTER THE WORK IS COMPLETED.
ROUTE ROOF DRAIN LINES AS HIGH AS POSSIBLE IN ROOF TRUSS
SPACE. COORDINATE WITH OTHER TRADES FOR BEST POSSIBLE
ROUTES. ROOF DRAIN LINES TO BE INSULATED. SEE
SPECIFICATIONS FOR ADDITIONAL INFORMATION. SEE PIPE
SUPPORT AND ROOF DRAIN DETAILS ON SHEET P2.01.
TIE 4" ROOF DRAIN LINE TO NEARBY EXISTING 6" DROP. FIELD
VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
1
RT
10 1
EXISTING 6" SANITARY LOCATION
COMMONS
LOCATION
FIRE
FIRE
2
2 2
2
EXISTING
ELECTRIC
ALARM GONG
3
6
2"
4
4
5
5
6
PRV
EXISTING FIRE
DEPT CONNECTION
& DRAIN
7
FIRE
7
8
EXISTING
DRAIN
7 6
G
G
G
G
G
2"3
3
8
EXISTING 6" RDL DN
RD
L
RDL RDL RDL RDL RDL RDL RDL
2160 SQ. FT. ROOF AREA.
2160 x 0.0104 x 1.5 = 33.7 GPM
34 GPM = 3" PIPE @ 1/8" SLOPE
2200 SQ. FT. ROOF AREA.
2200 x 0.0104 x 1.5 = 34.3 GPM
35 GPM = 3" PIPE @ 1/8" SLOPE
RD
L
4" (HIGH)3" (HIGH)
3" (HIGH)3" (HIGH)
WF-2
(HIGH)
RD
O
RD
O
RD
O
RD
O
RD-2RD-2
(ABOVE)(ABOVE)
(ABOVE)
3" (HIGH)3" (HIGH)
RDO RDO RDO RDO RDO
4" (HIGH)
9
9
9
9
9
9
9
9
G
2
RD
L
EXISTING 8" RDL
10
10
---1/2"2"2"2" FLOOR DRAIN WITH PRIMER - ZURN Z-415B WITH 5"Ø
NICKEL-BRONZE STRAINER AND 2" DEEP SEAL
P-TRAP.PROVIDE WITH TRAP PRIMER CONNECTION.
REFER TO DETAIL ON THIS SHEET FOR TYPICAL
INSTALLATION AND 1/2" COLD WATER LINE CONNECTION.
FD-1
COLD
FIXTURE SCHEDULE
DESCRIPTIONSYM.HOT WASTE VENT
1"---4"2"WC-1
---4"2"WC-2
ADA FLUSH VALVE WATER CLOSET - KOHLER K-4368
"HIGHCLIFF" WITH ELONGATED BOWL, K-4670C WHITE
OPEN FRONT SEAT, SLOAN REGAL BATTERY FLUSH
VALVE AND CHINA BOLT CAPS.
FLUSH VALVE WATER CLOSET - KOHLER K-4350
"WELCOMME" WITH ELONGATED BOWL, K-4670C WHITE
OPEN FRONT SEAT, SLOAN REGAL BATTERY FLUSH
VALVE AND CHINA BOLT CAPS.
1"
ADA WALL MOUNTED URINAL - KOHLER K-4989-T
"FRESHMAN" WITH WALL CARRIER & SLOAN REGAL 186
SFSM-0.5 BATTERY FLUSH VALVE. MOUNT AT ADA LEVEL.
2"---3/4"2"U-1
WALL MOUNTED URINAL - KOHLER K-4989-T
"FRESHMAN" WITH WALL CARRIER & SLOAN REGAL 186
SFSM-0.5 BATTERY FLUSH VALVE.
2"---3/4"2"U-2
JS-1 2"2"1/2"
BI-LEVEL ADA DRINKING FOUNTAIN - ELKAY MODEL
LZSTL8WSLK WITH BOTTLE FILLER STATION & FILTER
FRONT PUSH BAR OPERATORS, 1/2" STOP, 1-1/2" P-TRAP
AND FLEX-GUARD SAFETY BUBBLER VALVE.
---DF-1 1-1/2"1/2"1-1/2"
L-1 1-1/2"1-1/2"1/2"1/2"ADA WALL HUNG LAVATORY - KOHLER K-2031-0
"GREENWICH" WITH WALL CARRIER, MOEN L4601 LEVER
FAUCET, K-7715 OPEN GRID STRAINER WITH OFFSET
WASTE LINE, 1/2" STOPS AND 1-1/4" P-TRAP. PROVIDE
AND INSTALL INSULATING JACKET ON HW AND WASTE
PIPING.
1-1/2"1-1/2"1/2"1/2"S-1
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
P
2
.
0
1
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
9
p
m
Engineered
Systems
Associates
Apr 19, 2023
CONCRETE FILL
SLAB
STRUCTURAL
FLOOR DRAIN
OUTLET TO P-TRAP
CEMENT BED
FLOORING IF APPLICABLE
1/2" PEX
M
POWER BOX WITH 24
HOUR TIME CLOCK
120V - 1Ø POWER
BALL TYPE
SHUT-OFF VALVE
TYPICAL UNION
SOLENOID
VALVE
CAP ALL
UNUSED PORTS
RECESS MOUNTED TRAP PRIMER MANIFOLD BOX COMPLETE
WITH COVER. MOUNT WHERE SHOWN ON PLANS.
VACUUM BREAKER
3/4" COLD WATER LINE
1/2" 'PEX' PIPING TO ADDITIONAL
FLOOR DRAIN AS REQUIRED.
3/4" CW LINE
OVER RIDE
SWITCH
NO SCALE
TRAP PRIMER DETAIL
WATERPROOF
MEMBRANE WHERE
REQUIRED
SERVICE SINK INSTALLATION DETAIL
NO SCALE
2" VENT
WALL
2" DRAIN LINE P-TRAP
FLOOR
WALL CLEAN OUT
WHERE CALLED OUT
SEAL ALL AROUND WITH
SILICONE CAULKING
GROUT SINK IN PLACE
AND SET LEVEL
FLOOR MOUNTED
SERVICE SINK
CLEAN OUT DETAILS
NO SCALE
CLEANOUT TO GRADE (COTG)
WASTE LINE
FINISH GRADE
1'-0"
WALL CLEANOUT (WCO)
1/8 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.
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 BEND
G
GAS COCK
DIRT LEG
TYPICAL UNION
R
PIPE FULL SIZE TO FLOOR
G
GAS PIPING
EARTHQUAKE RESTRAINT
EARTHQUAKE RESTRAINT
HOT WATER LINE
GAS FIRED WATER HEATER PIPING DIAGRAM
NO SCALE
DRAIN VALVE W/ THREADED
HOSE CONNECTION
GAS FIRED SEALED
COMBUSTION WATER HEATER
T & P RELIEF VALVE SIZED
TO MATCH WATER HEATER
POWER VENT FAN
TYP. BALL VALVE
3/4"
TYP. CHECK VALVE
AMTROL ST-5 EXPANSION
ANCHORED TO WALL
RECIRCULATING PUMP
HOT WATER RECIRC
OPERATING
THERMOSTAT
AQUASTAT
COLD WATER LINE
EMERGENCY EYEWASH DETAIL
NO SCALE
EMERGENCY EYEWASH STATION - HAWS 7260BT WITH
PUSH-OPEN BALL VALVE, EYEWASH BOWL ,1/2" SUPPLY
LINE, WATTS SERIES LFMMV MIXING VALVE, AND 1-1/2"
WASTE LINE WITH P-TRAP. REFER TO DETAIL ON THIS
SHEET.
EW-1 1-1/2"1-1/2"1/2"1/2"
HB-1 ------3/4"---EXTERIOR HOSE BIBB - ZURN Z-1310 "ECOLOTROL" WITH
REMOVABLE KEY, VACUUM BREAKER AND AUTOMATIC
DRAIN. LENGTH TO SUIT WALL THICKNESS.
WALL FLANGE - JAY R SMITH MODEL 1770 SIZE 6" WITH
ROUGH BRONZE FINISH AND 6" DRAIN LINE
CONNECTION.
---WF-1 6"------
FLOOR MOUNTED SERVICE SINK - KOHLER K-6710
"WHITBY" W/ K-8940 WIRE RIM GUARD, K-8928 FAUCET
ASSEMBLY AND K-9142 STRAINER WITH DEEP SEAL
P-TRAP, HOSE AND HOSE CLAMP.
1/2"
EXTERIOR HOSE BIBB DETAIL
NO SCALE
FLOOR
VALVE HOUSING
REMOVABLE KEY
GRADE
GROUT AROUND
BIBB IN WALL
EXTERIOR WALL
3/4" HOSE CONNECTION
WITH ANTI-SIPHON
VACUUM BREAKER
ADJUSTABLE
CLAMP
SECURE PIPE TO
WALL STUD AT RISE
WITH PIPE CLAMP
3/4" COLD WATER
LINE DOWN IN WALL
12" MIN.
24" MAX.
EYE WASH
FOUNTAIN
PUSH
HANDLE
OPERATOR
FLOOR
33" MIN.
45" MAX.
1-1/2" DRAIN
1/2" COLD WATERMOUNTING BRACKET
FASTENED TO WALL
MOUNTING BRACKET
FASTENED TO WALL
FRONT VIEW SIDE VIEW
ADJACENT SERVICE SINK
WATTS SERIES LFMMV
MIXING VALVE IN WALL
WITH ACCESS BOX.
SINGLE COMPARTMENT SINK - ELKAY LR-1719
STAINLESS STEEL SINK WITH LK-99 STRAINER, 3-HOLE
DRILLING, MOEN 8248 TWO LEVER PADDLE FAUCET, 1/2"
STOPS AND 1-1/2" P-TRAP.
PIPE SUPPORT DETAIL
CEILING JOIST
ROOF OR
PIPING TO SUPPORTS
SECURE
CLAMP ASSEMBLYTHRU
RUN INSULATION OF
CLAMP OR EQUAL
WITH "UNISTRUT"
PIPING. SEE
TYPICAL PIPING
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
SPECIFICATIONS
TP-1 TRAP PRIMER - ZURN Z-1022XL IN-LINE PRIMER. MOUNT
RECESSED IN WALL BELOW SINK WHERE SHOWN ON
PLANS. RUN 1/2" COLD WATER LINE BELOW FLOOR TO
CORRESPONDING FLOOR DRAIN. REFER TO DETAIL ON
THIS SHEET FOR TYPICAL INSTALLATION.
------1/2"---
ROOF DRAIN DETAIL
NO SCALE
COMBINATION ROOF AND OVERFLOW DRAIN SYSTEM -
ZURN LIGHT COMMERCIAL RD1230 SYSTEM WITH 4"
ROOF DRAIN AND OVERFLOW DRAIN LINE
CONNECTIONS.
---4"------RD-1
ROOF DECK
CAST IRON BODY
UNDERDECK CLAMP
CAST IRON DOME
OVERFLOW DRAINMAIN ROOF DRAIN
ROOF INSULATION
2" HIGH WATER DAMCAST IRON CLAMP
DEVICE WITH INTEGRAL
GRAVEL GUARD
36" SQUARE FLASHING UNDER
SINGLE PLY ROOF MEMBRANE
CAST IRON DOME
OVERFLOW DRAINROOF DRAIN
RP-1 HOT WATER RECIRC. PUMP - B&G SERIES LR-20BF
'LITTLE RED' WITH 4 GPM FLOW AT 8' HEAD AND 3/4"
LINE CONNECTIONS. MOUNT NEAR WATER HEATER.
REFER TO DETAIL FOR TYPICAL PIPE CONNECTION.
(120V/1P, 1.1 AMPS)
---3/4"------
COUNTER AS DETAILED BY
ARCHITECT.
PUSH HANDLE
OPERATOR
FLOOR
1/2" COLD WATER
1/2"
SWIVELSINK AND FAUCET AS
SPECIFIED ON PLANS
NOTE:
ANSI STANDARD SPECIFIED EYEWASH NOZZLE
HEIGHTS TO BE 33" MIN. TO 45" MAX. ABOVE FLOOR.
CENTERLINE OF EYEWASH HEADS MUST BE 6"MIN.
AWAY FROM WALL.
EW-1
EMERGENCY EYE WASH
NO SCALE
1-1/2"1-1/2"1/2"---EW-2 EMERGENCY EYEWASH - HAWS MODEL 7260B WALL
MOUNTED EYE WASH WITH 11"Ø PLASTIC RECEPTOR,
PROVIDE 1/2" WASTE LINE WITH P-TRAP AND VENT.
REFER TO DETAIL ON THIS SHEET FOR TYPICAL
INSTALLATION.
M
MIXING VALVE FOR
TEMPERED WATER
3/4"3/4"------WH-1 ELECTRIC WATER HEATER - A.O. SMITH MODEL ECL-50
WITH 50 GALLON CAPACITY, (2) 4.5 KW NON-
SIMULTANEOUS ELEMENTS (208/60/1), 3/4" SUPPLIES AND
T&P RELIEF VALVE, THERMAL EXPANSION TANK, HEAT
TRAP NIPPLES.
WALL FLANGE - JAY R SMITH MODEL 1770 SIZE 4" WITH
ROUGH BRONZE FINISH AND 4" DRAIN LINE
CONNECTION.
---WF-2 4"------
COMBINATION ROOF AND OVERFLOW DRAIN SYSTEM -
ZURN LIGHT COMMERCIAL RD1230 SYSTEM WITH 3"
ROOF DRAIN AND OVERFLOW DRAIN LINE
CONNECTIONS.
---3"------RD-2
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
P
2
.
0
2
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
9
p
m
Engineered
Systems
Associates
Apr 19, 2023
ROOF TOP UNIT GAS CONNECTION DETAIL
NO SCALE
4" MIN.
4"
O
R
6
"
10-3/8"
POLYETHYLENE BASE
GALVANIZED
STRUT CLIP
POLYETHYLENE BASE
GALVANIZED STRUT CLIP
24" MIN.
R R
8"
5-
5
/
8
"
PIPING ON ROOF SUPPORT DETAILS
NO SCALE
POLYETHYLENE BASE
GALVANIZED
STRUT CLIP
PIPE CLAMPTYP. PIPE CLAMP
TYP. PIPE CLAMP
TYP. PIPE
GALVANIZED STRUT CLIP
SPRINKLER HEAD COORDINATION DETAILS
DRY PENDANT HEAD DETAIL
SPRINKLER
PIPING
3" MIN.
CLEAR
HVAC GRILLE
OR REGISTER
CEILING
SPRINKLER HEAD
6"' MIN.
SPRINKLER
PIPING
3" MIN.
CLEAR
CEILING LIGHT
FIXTURE
PENDANT
SPRINKLER HEAD
WHITE ESCHUTCHEON
WITH WHITE EXTENSION
PENDANT
SPRINKLER HEAD
WHITE ESCHUTCHEON
WITH WHITE EXTENSION
RECESSED WHITE
ESCUTCHEON AT
SUSPENDED CEILINGS
SPRINKLER
PIPING
UPRIGHT SPRINKLER
WHERE STRUCTURE
IS EXPOSED OR IN
ABOVE CEILING
INSTALLATIONS.
WHITE
CANOPY
ESCUTCHEON
CONCEALED
HEADS WITH CAP
SPRINKLER
PIPING
ROOF SYSTEM
"X
"
CEILING
DISTANCE 'X' BETWEEN
COLD BARRIER AND THE
SEAL FOR THE DRY
PENDENT HEAD SHALL
NOT BE LESS THAN 12"
LOCATION OF DRY
SPRINKLER PLUG AND SEAL
TO BE IN WARM SPACE
COLD BARRIER
FREEZING
APPLICATIONS
(TEMPERATURES
LESS THAN 32°F)
DRY PENDENT BARREL
COUPLING
PIPE
WET PIPE SYSTEM
IN WARM SPACE
CEILING
LOCATION OF DRY
SPRINKLER PLUG AND SEAL
TO BE IN WARM SPACE
COUPLING
WET PIPE SYSTEM
IN WARM SPACE
COLD BARRIER
DR
Y
P
E
N
D
E
N
T
B
A
R
R
E
L
PROVIDE AND INSTALL DRY PENDENT
HEADS IN ALL PLACES WITH FREEZING
POTENTIAL AND WHERE OUTSIDE
BUILDING INSULATION ENVELOPE.
STEEL ROOF DECK
3/8" ALL-THREAD ROD
BRANCHLINE PIPE
STEEL STRUCTURE
RETAINING STRAP STEEL STRUCTURE
BEAM CLAMP
WITH SET SCREW
STEEL ROOF DECK
BEAM CLAMP
WITH SET SCREW
RETAINING STRAP
3/8" ALL-THREAD ROD
BRANCHLINE PIPE
PIPE HANGER DETAILS
NO SCALE
NO SCALE
NO SCALE
6"
V
E
R
T
I
C
A
L
EQUIPMENT
ROOF
GROUND
JOINT UNION
CAPPED PRESSURE TEE
GAS PRESSURE REGULATOR
10# TO 1/2# (IF APPLICABLE)
PROVIDE ESCHUCEON
PLATE AROUND PIPING
FLEXIBLE GAS
CONNECTOR.
18" MAX.
DRIP LEG SAME
SIZE AS PIPE
MANUAL MAIN
SHUT-OFF VALVE
'PYRAMID' TYPE
SUPPORTS
6"
V
E
R
T
I
C
A
L
GAS LINE CONNECTION DETAIL
NO SCALE
3/4"
DROP FROM
MAIN. SEE
PLAN FOR SIZE
MANUAL MAIN
SHUT-OFF VALVEGROUND JOINT
UNION
EQUIPMENT
CASING
FLEXIBLE GAS
CONNECTOR.
18" MAX.
DRIP LEG SAME
SIZE AS DROP
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
M
1
.
0
1
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
5
p
m
Engineered
Systems
Associates
Apr 19, 2023
PLAN NOTES:
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.
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.
B-
GENERAL NOTES:
INSTALL ROOFTOP EQUIPMENT AS SCHEDULED ON SHEET M2.01.
MOUNT UNIT ON ROOF CURB AND DROP DUCTWORK DOWN THRU
ROOF. SEE DETAILS ON SHEET M2.01. COORDINATE WITH
STRUCTURAL FOR EXACT ROOF TOP UNIT LOCATION. KEEP
UNITS MIN 6' AWAY FROM OTHER ROOF TOP UNITS.
EXISTING OUTSIDE AIR LOUVER TO BE REMOVED AND DISPOSED.
EXTEND AND MODIFY DUCTWORK AS REQUIRED FOR NEW
PENTHOUSE. FIELD VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION. SEE SHEET M2.01 FOR PENTHOUSE INSTALL
DETAILS.
INSTALL NEW DUCTED PLENUM 22" WIDE, 50" HIGH, & 26" DEEP
BEHIND RETURN AIR GRILLE. DROP 20x12" RETURN AIR DUCT AND
CONNECT TO PLENUM.
1
ELECTRONIC THERMOSTAT
EQUIPMENT SYMBOLFC
1
T
INSULATED FLEXIBLE DUCT
CEILING DIFFUSER
ROUND BRANCH DUCT
WITH HAND DAMPER
HAND DAMPER
HD
MECHANICAL LEGEND
DESCRIPTIONSYMBOL
EXHAUST GRILLE
RETURN AIR OR
SMOKE DETECTOR
Nor
t
hMECHANICAL FLOOR PLAN - CLASSROOMS
SCALE: 1/8" = 1'-0"
KEY MAP
SCALE: NO SCALE
CLASSROOM
LOCATION
Nor
t
h
T T
T T T
D-1
300
D-1
300
D-1
300
D-1
300
12
x
1
2
"
S
A
HDHD
HDHD
10"Ø SA10"Ø SA
10"Ø SA
D-1
D-1D-1
D-1
300 300
300300
10" Ø SA
HD HD
HD HD
20
x
1
2
"
S
A
10"Ø SA
10"Ø SA
10"Ø SA
D-1
D-1D-1
D-1
300 300
300300
10" Ø SA
HD HD
HD HD
20
x
1
2
"
S
A
10"Ø SA
10"Ø SA
10"Ø SA
D-1
D-1 D-1
D-1
300300
300 300
10" Ø SA
HDHD
HDHD
20
x
1
2
"
S
A
12
x
1
2
"
S
A
10"Ø SA
10"Ø SA
10"Ø SA
D-1
D-1 D-1
D-1
300300
300 300
10" Ø SA
HDHD
HDHD
20
x
1
2
"
S
A
10"Ø SA
10"Ø SA
10"Ø SA
HD HD
HD HD
10"Ø SA
10"Ø SA
20
x
1
2
"
S
A
HD HD
HD HD
10"Ø SA 10"Ø SA
10"Ø SA10"Ø SA
D-1
D-1D-1
D-1
300 300
300300
10" Ø SA
HD HD
HD HD
20
x
1
2
"
S
A
10"Ø SA
10"Ø SA
10"Ø SA
D-1
300
D-1
300
D-1
300
D-1
300
D-1
300
D-1
300
D-1
300
D-1
300
20
x
1
2
"
R
A
20
x
1
2
"
R
A
20x12" RA
20
x
1
2
"
R
A
20
x
1
2
"
S
A
20
x
1
2
"
S
A
12
x
1
2
"
S
A
12
x
1
2
"
S
A
T
T
20
x
1
2
"
R
A
T
EG-1
240
D-2
190
EF
1
EG-2
70
EG-2
70
20x12" RA
D-2
190
8"Ø EA UP
RC-1
EF
2
EG-1
240
8"Ø SA
8"Ø SA
HD
D-1
350
RT
1
RT
2
RT
3
RT
4
RT
5
RT
6 RT
7
RT
8
RT
9
10"Ø EA10"Ø EA
6"
Ø
E
A
6"
Ø
E
A
8x8" EA 8"Ø EA UP
RC-1
EF
2
8"Ø EA UP
RC-1
EF
2
8"Ø EA UP
RC-1
EF
2
20
x
1
2
"
S
A
D-1
270
20x12" RA
10"Ø SA
20x12" RA
10"Ø SA
T
20x12" RA
10"Ø SA 10"Ø SA
10"Ø SA
1 1 1 1 1
1
1
1
1
12x12" EA
D-1
200
8"Ø SA
20x12"DN20x12"DN
20x12"DN 20x12"DN
20x12"DN
RG-2
RG-1RG-1RG-1
RG-1 RG-1 RG-1 RG-1 RG-1
20x12"DN 20x12"DN20x12"DN
HD
HD
10"Ø SA
2
242x42" OA UP PH-1
PH-2
2
2
3
FIRE DAMPERFD
EXIST 40x26" OA
ROOF
ACCESS
RT-1 RT-3 RT-5 RT-7
2
PH-2
20x20" OA UP
20x20" OA UP
20x20" OA
20x20" OA
12
x
1
2
"
S
A
12
x
1
2
"
S
A
12
x
1
2
"
S
A
12
x
1
2
"
S
A
3
RT-2
RT-4
RT-6
RT-9
3 3 3 3
333
2
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
M
1
.
0
2
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
6
p
m
Engineered
Systems
Associates
Apr 19, 2023
PLAN NOTES:
Nor
t
hMECHANICAL FLOOR PLAN - COMMONS
SCALE: 1/8" = 1'-0"
KEY MAP
SCALE: NO SCALE
Nor
t
h
INSTALL ROOF TOP EQUIPMENT AS SCHEDULED ON SHEET M2.01.
MOUNT ON ROOF CURB AND DROP DUCTWORK DOWN THRU
ROOF. SEE DETAILS ON SHEET M2.01. COORDINATE WITH
STRUCTURAL FOR EXACT ROOF TOP UNIT LOCATION.
INSTALL TOP OF DUCT 6" BELOW BOTTOM OF ROOF TRUSS.
ROUTE RETURN DUCTWORK IN ROOF TRUSS SPACE.
APPROXIMATE LOCATIONS OF ROOF TRUSS. SEE STRUCTURAL
PLANS FOR EXACT SIZE & LOCATIONS.
EXISTING 6" FLUE & CORRESPONDING WALL CAP TO BE
REMOVED AND RE-LOCATED. EXTEND TYPE-B FLUE AS
REQUIRED. CORE DRILL OUTSIDE WALL FOR NEW LOCATION.
MINIMUM 96" FROM FLOOR TO BOTTOM OF OPENING.
COORDINATE WITH THE GENERAL CONTRACTOR FOR THE
REQUIRED PATCHING AFTER THE WORK IS COMPLETE.
EXISTING 7" COMBUSTION VENT TO BE REMOVED AND
RE-LOCATED. CORE DRILL OUTSIDE WALL FOR NEW LOCATION.
MINIMUM 96" FROM FLOOR TO BOTTOM OF OPENING.
COORDINATE WITH THE GENERAL CONTRACTOR FOR THE
REQUIRED PATCHING AFTER THE WORK IS COMPLETE.
EXISTING PVC VENTS TO BE REMOVED. COORDINATE WITH THE
GENERAL CONTRACTOR FOR THE REQUIRED PATCHING.
REMOVE EXISTING SOFFIT GRILLE AND DISPOSED OF. RUN NEW
DUCTWORK UP TO NEW PENTHOUSE ON EXISTING ROOF.
COORDINATE WITH THE GENERAL CONTRACTOR FOR THE
REQUIRED PATCHING AND TO MODIFY EXISTING ROOF
MEMBRANE TO MAINTAIN ROOFING WARRANTY.
DROP RETURN DUCTWORK AT 45° ANGLE DOWN TO 6 INCHES
FROM LAY-IN CEILING TO BOTTOM OF DUCT.
DROP RETURN DUCTWORK IN LOCATION SHOWN ON PLANS FOR
LOW RETURN GRILLE. COORDINATE WITH THE GENERAL
CONTRACTOR FOR THE REQUIRED FURR-OUT.
1
2
3
2
RT
10
4
44
COMMONS
LOCATION
2
5
6
5
5
6
6
7
7
7
42x42" OA UPPH-1
EXIST 84x18" OA
8
8
1
NO SCALE
CEILING MOUNTED EXHAUST FAN DETAIL
EXHAUST DUCT
(SEE PLAN FOR SIZE)
CEILING GRILLE CEILING
EXHAUST FAN
FAN ASSEMBLY
CABINET
INSULATED
ROOF
INSTALL UNDER ROOF
MEMBRANE AND SEAL
WATERTIGHT
BACK-DRAFT
DAMPER
ROOF CAP
(FLAT ROOF)
ROOF CURB WHERE REQUIRED
BY ROOF MANUFACTURER
D-3
580
HDHD
HDHD
HD HD
HD HD
22x22" SA22x22" SA
D-3
580
D-3
580
D-3
580
D-3
500
D-3
500
D-3
500
D-3
500
D-3
500
12"Ø SA
22
(ABOVE)
4 44
RT-10T
18
x
4
0
"
R
A
14x50" RA UP
14x50" SA UP
32x16" RA DN
9
9
3
10
10
RG-3
(LOW)
32x16" RA DN
10
RG-3
(LOW)
HD
HD
918
x
4
0
"
R
A
22x22" RA
D-3
580
12"Ø SA12"Ø SA12"Ø SA12"Ø SA
12"Ø SA
12"Ø SA 12"Ø SA 12"Ø SA 12"Ø SA
F:
\
2
2
\
2
2
2
0
3
M
a
d
i
s
o
n
J
H
S
A
d
d
i
t
i
o
n
\
2
2
2
0
3
M
2
.
0
1
.
d
w
g
A
p
r
1
9
,
2
0
2
3
-
3
:
4
6
p
m
Engineered
Systems
Associates
Apr 19, 2023
ROOF TOP EXHAUST FAN DETAIL
NO SCALE
POWER EXHAUSTER
BIRD SCREEN
SECURE & CAULK
TO CURB
ROOFING
BACKDRAFT DAMPER
EXHAUST DUCT UP FROM
BELOW, SIZE AS SHOWN
ON PLANS
FACTORY CURB TO
MATCH ROOF SLOPE
MAX.
1"
84"
60"
48"
36"
30"
SIDE
10'-0"
SPACING
MAXIMUMHORIZONTAL
SUPPORT ANGLE
NONE REQUIRED
1-1/2"x1-1/2"x1/8"
2"x2"x1/8"
2"x2"x1/8"
2"x2"x1/8"3/8" ROUND ROD
5/16" ROUND ROD
1/4" ROUND ROD
1/4" ROUND ROD
1"x18 GAGE STRAP
HANGER
8'-0"
8'-0"
8'-0"
8'-0"
HANGER SIZES FOR RECTANGULAR DUCT
DUCT STRAP HANGER DETAIL
NO SCALE
SUPPORT ANGLE
(SEE SCHEDULE)
HANGER ROD
(SEE SCHED.)
BOTTOM ANGLES
OF ROOF JOIST
NO POP RIVETS ALLOWED
SELF TAPPING
CADMIUM PLATED
HEX HEAD SHEET
METAL SCREW.
STRAPS TO BE
TIGHT AGAINST
DUCT.
HANGER STRAPS
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.
ROOFTOP HVAC UNIT DETAIL
NO SCALE
RELIEF AIR HOOD WHEN SPECIFIED
ROOF
SUPPLY AIR DUCTWORK RETURN AIR DUCTWORK.
TURNING VANES
CONDENSING SECTION
ROOF STRUCTURE. REFER
TO ARCHITECTURAL
DRAWINGS FOR TYPE.
PROVIDE HAIL
GUARDS ON
ALL UNITS.
CONVERTIBLE PANELS FOR
HORIZONTAL DUCTWORK.
TYPICAL PACKAGED ROOF
MOUNTED EQUIPMENT
PROVIDE TRANSITIONS AS
REQUIRED FOR CONNECTION
FLEXIBLE DUCT
CONNECTION
OUTSIDE AIR INTAKE /
ECONOMIZER HOOD
PRE-FAB ROOF CURB. SHIM
TO SIT LEVEL ON ROOF
CEILING DIFFUSER DETAIL WITH FLEXIBLE DUCT
NO SCALE
HAND DAMPER
HANDLE
ROUND RIGID DUCT.
WING NUT
LAY-IN DIFFUSER LAY-IN CEILING
DUCT SUPPORT
1" ACOUSTICAL DUCT
LINER ON INTERIOR
OF DUCT.
24" MAX TO
FIRST SUPPORT
RIGID SPIN-
IN FITTING
DUCT
SUPPORT
RECTANGULAR
SUPPLY DUCT
EXTERNAL DUCT INSULATION
ON ALL ROUND RIGID DUCT-
WORK AND FITTINGS.
24" MAX TO
FIRST SUPPORT
ROUND FLEXIBLE SUPPLY
DUCT TO CEILING DIFFUSER
8'-0" MAX. LENGTH
GLUE FLEX DUCT TO
ADAPTER & CLAMP
DOWN WITH STRAP.
ROUND TO
SQUARE
TRANSITION
OPPOSED BLADE
DAMPER WHERE
SPECIFIED
ATTACH TO RIGID DUCT
WITH DRAW BAND
GLUE FLEX DUCT TO FITTING,
CLAMP DOWN WITH STRAP AND
SCREW SOLID TO RIGID FITTING
FLEX 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.
UNIT
ROOFTOP
ROOF CURB
STRIP
NAILING
ROOF DECK
JOISTS
COUNTER FLASHING
VERAL (TORCHED)
PREPARED SURFACE
SINGLE PLY ROOFING
ASPHALT
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
PATTERN REMARKSMAX NC
RATINGFINISHCONSTR.DAMPER
BALANCINGCFM
RANGESIZE THROW
GRILLE AND REGISTER SCHEDULE
SYM.TYPE
STEELDIFFUSERD-1 24x24 250-350 20NOCFMWHITE
STEELRETURN GRILLERG-1 20x48 1200 20NOWHITE PRICE MODEL 91SN/A
STEELRG-2 24x24 820 20NOWHITEN/ARETURN GRILLE PRICE MODEL 535
IN 24x24" LAY-IN CEILING
ALUMROOF CAPRC-1 120-200 N/AN/A8"Ø TWIN CITY MODEL 611CM
WITH BIRDSCREENWHITE
BRANCH
10"Ø
DUCT
PRICE MODEL SMD
IN 24x24" LAY-IN CEILING
20x12"
8"Ø N/A
STEELDIFFUSERD-2 12x12 190 30YESCFMWHITE10"Ø PRICE MODEL SMD
IN BEVELED FRAME
12x12"
EXHAUST FAN SCHEDULE
REMARKSR.P.M.H.P.CHAR.CONTROLC.F.M.TYPE S.P.E.SYM.WEIGHT
CEILING MOUNTED 195 TWIN CITY T2000.25 127 WATT 120/60/1 7402
EF N/A TIMER
SWITCH
WEIGHTSYM.EAT
COOLING
ROOFTOP HEATING & AIR CONDITIONING UNIT SCHEDULE
MCOPH.P.
BLOWER CHAR HEATING
BTU OUTBTU IN LAT MBHEAT LAT REMARKSCFMGAS
CONNSPE
RT
1
MCA
900 LB 75°F301208/60/3 120,000 96,000 65°F 116°F 36,000 55°F12001/2".6"TRANE MODEL YHC036-E3 WITH INLET
HOOD. MOUNT ON 14" HIGH PRE-FAB CURB.21.4
1
1 PROVIDE FACTORY MOUNTED 120 VOLT 1 PHASE, POWERED CONVENIENCE OUTLET AND BUILT-IN DISCONNECT ON EACH ROOF TOP UNIT.
RT
5
THRU
STEELEXHAUST GRILLEEG-1 150-350 YESN/A10x10 PRICE MODEL 535WHITE10"Ø N/A
STEELEXHAUST GRILLEEG-2 70 YESN/A6x6
PRICE MODEL 535
WHITE 6"Ø N/A
2 PROVIDE WITH FACTORY HAIL GUARDS, 2" MERV 13 FILTER, & CO2 SENSOR WITH ROOF TOP UNIT.
2
RT
10 2015 LB 75°F1003208/60/3 320,000 284,000 65°F 110°F 194,000 55°F54003/4"1"TRANE MODEL GCC180A3EMD. MOUNT ON
14" HIGH PRE-FAB CURB. PROVIDE AND
INSTALL WITH ECONOMIZER, BAROMETRIC
RELIEF, AND SMOKE DETECTOR.
79
EF
1
ROOF MOUNTED TWIN CITY DCRU MODEL 110BE DIRECT DRIVE CENTRIFUGAL
ALUMINUM WITH ROOF CURB.
620 0.5 0.5 120/60/1 1160 PROGRAMABLE160 LB DAYTIME TIMER
RT
6 900 LB 75°F1208/60/3 120,000 65°F 116°F 36,000 55°F12001/2".6"TRANE MODEL YHC036-E3 WITH
ECONOMIZER. MOUNT ON 14" HIGH PRE-FAB
CURB.
RT
7 900 LB 75°F1208/60/3 120,000 65°F 116°F 36,000 55°F12001/2".6"TRANE MODEL YHC036-E3 WITH INLET
HOOD. MOUNT ON 14" HIGH PRE-FAB CURB.
RT
9
THRU
STEELRG-3 30x30 2700 25NOWHITEN/ARETURN GRILLE PRICE MODEL 9332x16"
3021.4
3021.4
STEELPH-1 48x48x38.5 14,000 N/ANOWHITEN/APENTHOUSE
TWIN CITY MODEL TIL
(MAX FPM: 600)OPENING
PENTHOUSE DETAIL
NO SCALE
ROOF
ROOFING
STORM-PROOF
LOUVER BLADES
BIRDSCREEN
LOUVERED
PENTHOUSE WITH
BIRDSCREEN AND
WEATHER SHIELD.
FACTORY CURB TO
MATCH ROOF SLOPE
TRANSITION DUCT AS
REQUIRED TO
CONNECT TO
THROAT OPENING
THROAT
42x42
INTAKE
STEELPH-2 26x26x17.5 3,000 N/ANOWHITEN/APENTHOUSE
TWIN CITY MODEL TIL
(MAX FPM: 600)OPENING
THROAT
20x20
INTAKE
3 INSTALL CONTROL MODULE INSIDE BUILDING AND NOT WITHIN THE ROOFTOP UNIT.
3OA
400
2200
400
400
96,000
96,000
STEELDIFFUSERD-3 24x24 500-600 20NOCFMWHITE12"Ø PRICE MODEL SMD
IN 24x24" LAY-IN CEILING
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
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
1' - 6''
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
T T
(OR AS NOTED)
5' - 0''
4' - 0''
3' - 6''
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.
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:
A.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LAMP TYPES WITH FIXTURE TYPE
BEFORE ORDERING.
B.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR
EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS.
C.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER
NEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABINETS.
D.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL
EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS
AS REQUIRED.
E.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE
LOCATIONS, CEILING TYPES, ETC.
F.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED ON
ALL ELECTRICAL EQUIPMENT.
G.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER
PRIOR TO ROUGH - IN.
H.ELECTRICAL CONTRACTOR SHALL MOUNT SWITCHES AT 48" AND MOUNT
CONVENIENCE OUTLETS AT 18" OR AS SHOWN ON PLANS TO MEET HANDICAPPED
REQUIREMENTS.
I.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.
J.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING.
K.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORK
AND PAY ASSOCIATED FEES.
L.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND
ELECTRONIC BALLASTS.
M.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THE
UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE.
N.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.
O.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.
P.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.
Q.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".
GENERAL NOTES:(ALL SHEETS)
UL LISTED TAMPER RESISTANT DUPLEX RECEPTACLE
WALL MOUNTED FIXTURE
CEILING MOUNTED FIXTURE
LIGHTING 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)
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
UL LISTED TAMPER RESISTANT DOUBLE DUPLEX OUTLET (4-PLEX)
JUNCTION BOX
BRANCH PANELBOARD
J
EMERGENCY WALL LIGHT WITH 90MIN. BATTERY
PHOTOELECTRIC CELL/SWITCHE
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
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 (*
COLOR TO MATCH WIRING DEVICES)
F#EM
NIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTING
CIRCUIT.NL
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
COMMUNICATIONS BOARD, 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=(2) 1"
3.NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 1"
CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR CABLE TRAY.
TERMINATE WITH INSULATED THROAT BUSHING (UNO). PROVIDE WITH PULL
STRING.
4.INSTALL CABLES TO NEAREST IT ROOM.
DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_D
LARGE CAPACITY BOX (C = CEILING MOUNTED)
LARGE CAPACITY 2 GANG J-BOX (HUBBELL HBL260) WITH 1 GANG MUDRING AND
VANCO 1 GANG CABLE EXIT BRUSH WALL PLATE (VAN 12081). INSTALL A 1 1/2"
CONDUIT TO ABOVE ACCESSIBLE CEILING OR TO A CEILING MOUNTED BOX IN
HARD CEILING APPLICATION. INSTALL AS DIRECTED BY OWNER.
COMMUNICATIONS CABLING REQUIREMENTS:
(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
NETWORK CABLING - CAT6 PLENUM RATED, BLUE
TELEPHONE CABLING - CAT6 PLENUM RATED, YELLOW
OBTAIN COLOR SELECTED BY OWNER PRIOR TO ORDERING.
S
HVAC THERMOSTAT OR SENSOR; E.C. SHALL PROVIDE ROUGH-IN INCLUDING BACK-BOX,
MUD-RING AND 3/4" CONDUIT & PULL STRING TO ASSOCIATED HVAC UNIT. COORDINATE
EXACT LOCATIONS WITH MECH. DWGS.*
E1.0
EL
E
C
T
R
I
C
A
L
N
O
T
E
S
A
N
D
S
C
H
E
D
U
L
E
S
LED SURFACE WRAP INCLUDED LITHONIA BLWP4 4000LM LP840 MIN1 EZ1 MVOLTCEILING120/277 ADP
FIXTURE NOTES:
LIGHT FIXTURE SCHEDULE
RECESSED CAN
LIGHT LED (NO LENS)
RECESSED 120/277 LED LITHONIA LDN6-40-15-L06-AR-LSS-MVOLT-EZ10
LED STRIP
INCLUDED LITHONIA CLX-L48-4000LM-SEF-RDL-MVOLT-GZ10120/277CEILING
-40K-80CRI-CBA
WALL MOUNTED LED VARIABLE
LENGTHS
WALL PER ARCH 120/277 LED PRIMUS
ALX2 RLR LED-H-40K-UNV-SM-
(SEB,SEK,SBEK)-#-LENGTH AS INDICATED
1 CONNECT ALL EXIT AND EMERGENCY LIGHTS TO UNSWITCHED LEG OF LIGHTING CIRCUIT IN AREA.
2 THE SUFFIX "EM" DENOTES A FIXTURE TO BE SUPPLIED WITH AN EMERGENCY BATTERY DRIVER. CONNECT FIXTURES TO OPERATE WITH SURROUNDING FIXTURES
UNDER NORMAL OPERATING CONDITIONS. EC SHALL VERIFY FIXTURE COMPATIBILITY PRIOR TO ORDERING.
3 THIS FIXTURE WILL NOT COVER A J-BOX. EC SHALL WHIP FEED FOR A CLEAN INSTALLATION. EC SHALL ALSO PROVIDE ARCHITECTURAL ENDCAPS WHERE FIXTURE DOES NOT END IN A WALL
AND WILL FUNCTION AS A NIGHT LIGHT.
4 EC SHALL PROVIDE AND INSTALL ALL REQUIRED SWITCHLEGS, 0-10V DIMMING CABLE, OR NLIGHT CAT 5E CABLE TO ACHIEVE SPECIFIED LIGHTING CONTROL. INSTALL ALL
CABLE IN CONDUIT.
1
2
3
4
PROVIDE WITH ARCH ENDCAPS WHERE NECESSARY.
2x2 LED LAY-IN GRID RECESSED INCLUDED LITHONIA CPANL 2X2 24/33/44LM 40K-M4120/
277ADJUSTABLE LUMENS
LED WALL MOUNTED FLOOD LIGHT INCLUDED LITHONIA OLX1LED 20W40K DDBWALL PER ARCH 120/277
WALL OR
CEILING
BATTERY POWERED EXIT SIGN INCLUDED120 LITHONIA LHQM LED G HO SDWITH REMOTE EXTERIOR HEAD ELA QWP LO309 SD 1
#2 MULTI SERVICE FLOOR BOX: HUBBELL 10GANG WITH BOX, COVER AND DEVICES.
PROVIDE WITH (5) DUPLEX RECEPTACLES AND (2) 1 1/2" CONDUITS TO ABOVE
ACCESSIBLE CEILING
MULTI SERVICE FLOOR BOX: HUBBELL 6GANG WITH BOX, COVER AND DEVICES. PROVIDE
WITH (2) DUPLEX RECEPTACLES AND (2) 1" CONDUITS TO ABOVE ACCESSIBLE CEILING
SPEAKER/CLOCK AND CALL STATION. PROVIDE ROUGH-IN PER TYPICAL CLASSROOM
DETAIL SHEET E2.2
5 PROVIDE FIXTURE LENGTH AS SHOWN ON DRAWINGS.
5
ROUGH-IN FOR OWNER FURNISHED PA SYSTEM. 4 SQ. BOX WITH SINGLE GANG MUD RING
WITH 3/4" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR CABLE TRAY.
COORDINATE WITH OWNER PRIOR TO ROUGH-IN.
SAME AS F1 EXCEPT SUSPENDED LEVEL
WITH BOTTOM OF TRUSS.
2x4 LED LAY-IN GRID RECESSED INCLUDED LITHONIA CPANL 2X440/50/60LM 40K-M2120/
277ADJUSTABLE LUMENS
SUSPENDED
SAME AS F1 EXCEPT RECESSED IN
SUSPENDED HARD LID
RECESSED
2000
SQ D NQOD
120/208V 3Ø 4W
LIGHTING
-
1000 20 1 1500
"N1"
20"x39"x5 3/4"
20
2000
1 500 CLASS RECEPTACLES
225
15000
125
SEE RISER
125
15000
125
15000
SEE RISER
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.
1500
1500
SPARE
CORR LIGHTING
CLASS RECEPTACLES
SPARE
RT/7
20 2
--
30 3
--
--
-
-
-
RT/8 30 3
--
--
-
-
1500
500
2000
500
500
2000
2000
2000
2000
2000
303 2000 RT/1
--2000
--2000
-
-
303 2000 RT/3
--2000
--2000
-
-
303 2000 RT/5
--2000
--2000
-
-
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
500
1000
2000
1000
3000
2500
3000
4000
4000
4000
4000
4000
4000
1500
SQ D NQOD
120/208V 3Ø 4W
LIGHTING
-
1500 20 1 2000
"N2"
20"x39"x5 3/4"
20
500
1 500
CLASS RECEPTACLES
225
13000
108
SEE RISER
104
12500
100
12000
SEE RISER
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.
1000
SPARE
CLASS RECEPTACLES
RT/6 30 3
--
--
-
-
RT/9 30 3
--
--
-
-
500
2000
500
500
2000
2000
2000
2000
2000
SPARE
303 2000 RT/2
--2000
--2000
-
-
303 2000 RT/4
--2000
--2000
-
-
500
500
500
500
500
500
500
500
1000
1000
500
500
1000
1000
1000
500
1500
1000
1500
500
500
500
4000
4000
4000
4000
4000
4000
LIGHTING
500
500
500
500
500
500
500
RECEPTACLES
SPARE
ELECT. WATER COOLER (1)
ROOF RECEPTACLES
EF/1
WALL MOUNTED EGRESS LIGHT INCLUDED LITHONIA ELM6L-LTPWALL +8 FT.120/277 1
EXISTING ELECTRICAL
ROOM
EXISTING SWITCHGEAR (SQ.-D). PROVIDE AND
INSTALL (2) 200A 3P BREAKERS IN EXISTING
SWITCHBOARD FOR NEW PANELS-"N1" AND "N2".
EXISTING IT
ROOM
FA NAC
PANELS
FACP
"N2"
"N1"
PROVIDE AND INSTALL (2) 3"C., 4-#250AL
+ GROUND TO NEW BREAKERS IN MAIN
PANEL. FIELD VERIFY BEST ROUTING.
CORE DRILL ALL REQUIRED WALL
PENETRATIONS. SEAL WALL AROUND
CONDUIT.
EXISTING
PANEL-"K"
EXISTING
PANEL-"K1"
1 2
NEW COMMONS
ADDITION
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E1.1
OV
E
R
A
L
L
P
L
A
N
E
L
E
C
T
R
I
C
A
L
SCALE:
OVERALL FLOOR PLAN - ELECTRICAL
1" = 20' - 0"20'0"40'10'
N
KEY NOTES
1 PROVIDE AND INSTALL (3) 20A 1P TANDEM BREAKERS IN EXISTING PANEL-"K" (SQ-D). PROVIDE NEW
PANEL INDEX TO REFLECT CURRENT LOAD.
PROVIDE AND INSTALL (1) 100A 3P AND (1) 20A 3P IN EXISTING PANEL-"K1" (SQ-D). PROVIDE NEW
PANEL INDEX TO REFLECT CURRENT LOAD.
2
CLASS
103
CLASS
104
CLASS
105
CLASS
106
CLASS
107
CLASS
120
CLASS
118
CLASS
110
CORR
102
CORR
101
CORR
114
CORR
109
CUST
113
STOR
119
TR
117
TR
115
TR
112
TR
111
VEST
108
S
S S S S
S
D
F8
F8
SS
S
S
S
S
S
F8
S
3 9
3 9 3 9
3 9
SEE TYPICAL CLASSROOM
DETAIL "B", SHEET E2.2
LIGHTING CIRCUIT: N2-1
SEE TYPICAL CLASSROOM
DETAIL "B", SHEET E2.2
LIGHTING CIRCUIT: N2-1
SEE TYPICAL CLASSROOM
DETAIL "B", SHEET E2.2
LIGHTING CIRCUIT: N2-3
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
LIGHTING CIRCUIT: N1-1
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
LIGHTING CIRCUIT: N1-1
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
LIGHTING CIRCUIT: N1-3
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
LIGHTING CIRCUIT: N1-3
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
LIGHTING CIRCUIT: N1-3
F7EM
F7EM F7EM F7EM
F5
F7
(TYP)F7
(TYP)
F7
(TYP)
F7EM
5
F9
(TYP)
F9
F9
F8
F8
F8
F8
F8
F8
F10
F10
F7
CIRCUIT: N1-19
CIRCUIT: N1-19
CIRCUIT: N1-19
N1-5
F11 F11
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E2.0
CL
A
S
S
R
O
O
M
L
I
G
H
T
I
N
G
P
L
A
N
SCALE:
CLASSROOM ADDITION - LIGHTING
1/8" = 1' - 0"16'8'0"
N
LIGHTING KEY NOTES
1 CONNECT ALL DIMMING POWER PACKS, SENSORS AND WALL DEVICES WITH CAT 5e CABLE COLOR
TO MATCH STRUCTURE. PROVIDE ALL 0-10V WIRING AND POWER CIRCUIT FROM EACH FIXTURE TO
POWER PACK IN 1/2" CONDUIT.
CONNECT TO EXISTING EXTERIOR LIGHTING CIRCUIT AND CONTROLS.
CONNECT OCC. SENSORS IN THIS ROOM IN PARALLEL SUCH THAT ANY SENSOR WILL ACTIVATE ALL
LIGHTING IN ROOM.
NOTE NOT USED.
CONTROL VESTIBULE LIGHTS WITH DAYLIGHT SENSOR. PROVIDE ALL REQUIRED POWER POWER PACKS,
SENSOR, 0-10V WIRING, ETC. FIXTURES TO RAMP UP AND DOWN BASED ON AMBIENT LIGHT.
E.C. SHALL PROVIDE STRUCTURE NECESSARY TO RIGIDLY MOUNT RECESSED CAN IN CANOPY.
COORDINATE WITH ARCH. DETAILS AND G.C.
SEE DETAIL "B" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "C" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "D" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "A" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
NOTE NOT USED.
CONTROL DOWN LIGHTS WITH CORRIDOR FIXTURES.
SEE DETAIL "A" SHEET E2.2 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "B" SHEET E2.2 FOR WIRING INFORMATION IN THIS ROOM.
CONNECT TO SPARE 20A 1P BREAKERS IN EXISTING PANEL-"K"
2
3
4
5
6
7
8
9
10
11
12
13
14
15
SD
2
2
5
S
PPD
F4 F4
PPD
1
S S
S S
S
F3
F6
F3
F6
F5
COMMONS
139
VEST
140
15
1
F7
(TYP)
F7EM
(TYP)
F7EM
F7EM
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E2.1
CO
M
M
O
N
S
L
I
G
H
T
I
N
G
P
L
A
N
SCALE:
COMMONS ADDITION - LIGHTING
1/8" = 1' - 0"16'8'0"
N
LIGHTING KEY NOTES
1 CONNECT ALL DIMMING POWER PACKS, SENSORS AND WALL DEVICES WITH CAT 5e CABLE COLOR
TO MATCH STRUCTURE. PROVIDE ALL 0-10V WIRING AND POWER CIRCUIT FROM EACH FIXTURE TO
POWER PACK IN 1/2" CONDUIT.
CONNECT TO EXISTING EXTERIOR LIGHTING CIRCUIT AND CONTROLS.
CONNECT OCC. SENSORS IN THIS ROOM IN PARALLEL SUCH THAT ANY SENSOR WILL ACTIVATE ALL
LIGHTING IN ROOM.
NOTE NOT USED.
CONTROL VESTIBULE LIGHTS WITH DAYLIGHT SENSOR. PROVIDE ALL REQUIRED POWER POWER PACKS,
SENSOR, 0-10V WIRING, ETC. FIXTURES TO RAMP UP AND DOWN BASED ON AMBIENT LIGHT.
E.C. SHALL PROVIDE STRUCTURE NECESSARY TO RIGIDLY MOUNT RECESSED CAN IN CANOPY.
COORDINATE WITH ARCH. DETAILS AND G.C.
SEE DETAIL "B" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "C" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "D" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "A" SHEET E2.3 FOR WIRING INFORMATION IN THIS ROOM.
NOTE NOT USED.
CONTROL DOWN LIGHTS WITH CORRIDOR FIXTURES.
SEE DETAIL "A" SHEET E2.2 FOR WIRING INFORMATION IN THIS ROOM.
SEE DETAIL "B" SHEET E2.2 FOR WIRING INFORMATION IN THIS ROOM.
CONNECT TO SPARE 20A 1P BREAKERS IN EXISTING PANEL-"K"
2
3
4
5
6
7
8
9
10
11
12
13
14
15
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E2.2
TY
P
I
C
A
L
C
L
A
S
S
R
O
O
M
E
L
E
C
T
R
I
C
A
L
J J
J
4
1 1
5
2
3
J 6
J
J
3
4
1
J6
2 5
KEY NOTES
1 LARGE CAPACITY 2-GANG J-BOX (HUBBELL #HBL260) WITH 2-GANG MUD RING AND VANCO 2-GANG
CABLE. EXIT BRUSH WALL PLATE (VAN #12082) INSTALL A 1 1/2" CONDUIT TO ABOVE ACCESSIBLE
CEILING FOR USE BY OWNER.
MOUNT DEVICE IN ARCH. MILLWORK. E.C. SHALL COORDINATE WITH MILLWORK DETAILS PRIOR TO
ROUGH-IN.
PROVIDE AND INSTALL A DEDICATED 4-PLEX RECEPTACLE AT 52" AFF FOR LAP TOP CHARGING
STATION. COORDINATE INSTALLATION WITH MILLWORK SHOP DRAWINGS.
PROVIDE AND INSTALL A DUPLEX RECEPTACLE AND A 4" SQ. L-BOX WITH SINGLE GANG MUD RING,
BRUSH COVER PLATE AND A 3/4" CONDUIT WITH PULL CORD TO ABOVE CEILING AREA, TO BE
ACCESSIBLE FROM TOP SHELF OF WARDROBE CLOSET. COORDINATE WITH ARCH. MILLWORK.
COORDINATE INSTALLATION WITH PROJECTOR MOUNTING HARDWARE.
PROVIDE AND INSTALL 120V. ABOVE CEILING FOR FUTURE USE.
4 SQ. BOX WITH SINGLE GANG MUD RING FOR OWNER FURNISHED CALL SWITCH.
4 SQ. BOX WITH HORIZONTAL SINGLE GANG MUD RING FOR SPEAKER/CLOCK.
2
3
4
5
6
NO SCALE
TYPICAL CLASSROOM "A" - ELECTRICAL
(REFER TO LIGHTING DRAWINGS)
NO SCALE
TYPICAL CLASSROOM "B" - ELECTRICAL
(REFER TO LIGHTING DRAWINGS)
7
8
3
S
S
PPD
OCCUPANCY SENSOR(S)
PER LTG DRAWINGS
ENTRY SWITCH(ES)
nPODM-DX-X
SEE PLAN
FOR CIRCUIT
PROVIDE 24" SLACK CABLE
BETWEEN ALL CONNECTIONS
FOR CEILING TILE ACCESS
CAT-5e CABLE
TYPICAL
TYPICAL 0-10V WIRING AND
ON/OFF SWITCH LEG IN 1/2"
CONDUIT
F1
(TYP)
3
S PPD
SEE PLAN
FOR CIRCUIT
S
F1
(TYP)
PROVIDE 24" SLACK CABLE
BETWEEN ALL CONNECTIONS
FOR CEILING TILE ACCESS
CAT-5e CABLE
TYPICAL
ENTRY SWITCH(ES)
nPODM-DX-X
OCCUPANCY SENSOR(S)
PER LTG DRAWINGS
TYPICAL 0-10V WIRING AND
ON/OFF SWITCH LEG IN 1/2"
CONDUIT
2
3 1
4
2
3 1
4
CAT 5e CABLE
O-10V. WIRING
LINE VOLTAGE WIRING
CAT 5e CABLE
O-10V. WIRING
LINE VOLTAGE WIRING L L L L
L L L L
L L L L
ELEVATION - 1
ELEVATION - 2
ELEVATION - 3
ELEVATION - 4
ELEVATION - 1
ELEVATION - 2
ELEVATION - 3
ELEVATION - 4
1 1/2" C.1 1/2" C.
18"
1
DATA
POWER
DATA
POWER
1
1 1/2" C.
18"
48"
3/4" C.
1/2" C.
SPEAKER/
CLOCK
8
77'-6"
E.C. SHALL COORDINATE EXACT
PROJECTOR PLACEMENTS WITH
OWNER PRIOR TO ROUGH-IN
44"
LIGHT
CONTROL
3/4" C.
E.C. SHALL PROVIDE AND INSTALL (4) 8 OUTLET,
24" LONG PLUG STRIP AT EACH CHARGING CABINET.
MOUNT ON FRONT OF SHELF AS DIRECTED BY
OWNER AND ARCHITECT. PLUG STRIP SUCH AS
TRIPPLITE #PS240810
LIGHT
CONTROL
3/4" C.
E.C. SHALL PROVIDE AND INSTALL (4) 8 OUTLET,
24" LONG PLUG STRIP AT EACH CHARGING CABINET.
MOUNT ON FRONT OF SHELF AS DIRECTED BY
OWNER AND ARCHITECT. PLUG STRIP SUCH AS
TRIPPLITE #PS240810
44"
1 1/2" C.
18"
48"
3/4" C.
1/2" C.
SPEAKER/
CLOCK
8
77'-6"
E.C. SHALL COORDINATE EXACT
PROJECTOR PLACEMENTS WITH
OWNER PRIOR TO ROUGH-IN
1 1/2" C.
18"
1
DATA
POWER
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E2.3
TY
P
I
C
A
L
L
I
G
H
T
I
N
G
D
E
T
A
I
L
S
LIGHTING CONTROL SCHEDULE
ON/OFF/DIM PUSHBUTTON SENSOR SWITCH nPODM-DX-CBA
PS
1
ON/OFF/DIM/DUAL TECH OCC SENSOR SENSOR SWITCH nWSXPDTLV-DX-CBA2
DUAL TECHNOLOGY OCCUPANCY SENSOR SENSOR SWITCH nCMPDT9ADCS
INFRARED OCCUPANCY SENSOR SENSOR SWITCH nCM10SH
4UTP CAT 5e PATCH CORD
SENSOR SWITCH PS150 SUPPLY & INSTALL AS REQ'D.POWER SUPPLY
SENSOR SWITCH nPP16-D
PP
RELAY POWER PACK, 0-10V DIMMING
PATCH CORDS SHALL BE RATED FOR THE SPACE INSTALLED (PLENUM)
3
S L
S D DAYLIGHT SENSOR SENSOR SWITCH nCM ADC
LARGE AREA INFRA RED SENSOR SENSOR SWITCH nCM62P
ON/OFF PUSHBUTTON SENSOR SWITCH nPODM-CBA
(USE BETWEEN ALL LIGHTING NETWORK DEVICES & nLIGHT FIXTURES)
1, 2, 3
NOTES:
1.ALL LIGHTING CONTROL CABLE SHALL BE WHITE IN COLOR.
2.ALL CABLE NOT INSTALLED CONCEALED ABOVE ACCESSIBLE CEILING, SHALL BE INSTALLED IN 3/4" CONDUIT.
3.PROVIDE A MIMIMUM OF 2' SLACK BETWEEN ALL DEVICE AND FIXTURE CONNECTION POINTS.
4SQ. BOX W/ SINGLE GANG MUD RING W/ 3/4" C., TO
ABOVE ACCESSIBLE CEILING OR NEXT DEVICE
SEE DETAILS THIS SHEET
SENSOR SWITCH nPP16
PPD
RELAY POWER PACK
S LINE-VOLTAGE, DUAL-TECH OCC. SENSOR SENSOR SWITCH CMR PDT 9
S LINE-VOLTAGE, DUAL-TECH OCC. SENSOR SENSOR SWITCH CMR PDT 9 ADC
W/ PHOTOCELL & 0-10V DIMMING
P
S RESTROOM ,LINE VOLTAG, DUAL-TECH SENSOR SWITCH CMR PDT 9 2P
2-POLE OCC. SENSOR.
R (1) RELAY FOR LTG, (1) RELAY FOR EXHAUST FAN CONTROL
SET TO 30 MIN. DELAY.
SEE DETAILS THIS SHEET
4 TWO CHANNEL ON/OFF/DIM PUSHBUTTON SENSOR SWITCH nPODM-2P-DX-CBA
5 FOUR CHANNEL ON/OFF/DIM PUSHBUTTON SENSOR SWITCH nPODM-4P-DX-CBA
SPECIAL LIGHTING CONTROL NOTES:
E.C. SHALL PROVIDE AND INSTALL CAT5e PLENUM RATED PATCH CORDS FROM CONTROL
DEVICE TO CONTROL DEVICE PER MANUFACTURER'S RECOMMENDATIONS.
PROVIDE 2FT. SLACK CABLE BETWEEN ALL CAT 5E CONNECTIONS TO DEVICES.
PROGRAM DEVICE OPERATION TO OWNER'S SATISFACTION.
1.
2.
3.
GENERAL NOTES:
THIS DIAGRAM IS SCHEMATIC IN NATURE; REFER TO LIGHTING DRAWINGS FOR EXACT QTY
AND LOCATION OF OCC. SENSORS, DAY-LIGHT SENSORS, WALL SWITCHES AND LIGHT
FIXTURES
NO SCALE
TYP. ROOM CONTROL DIAGRAMS - ON/OFF/DIM CONTROL
3
ENTRY SWITCH(ES)
nPODM-DX-X
PROVIDE 24" SLACK CABLE
BETWEEN ALL CONNECTIONS
FOR CEILING TILE ACCESS
S
TYPICAL
FIXTURE
OCCUPANCY SENSOR(S)
PER LTG DRAWINGS
ORIENT LIGHTS AS SHOWN
ON DRAWINGS
CAT-5e CABLE
TYPICAL
3
PPD
TYPICAL
0-10V WIRING &
ON/OFF SWITCH LEG
PPD - nLIGHT RELAY POWER PACK W/ 0-10V DIMMING
(SEE LIGHTING CONTROL SCHEDULE)
NO SCALE
TYP. CORRIDOR/COMMON AREA CONTROL DIAGRAMS
GENERAL NOTES:
THIS DIAGRAM IS SCHEMATIC IN NATURE; REFER TO LIGHTING DRAWINGS FOR EXACT QTY
AND LOCATION OF OCC. SENSORS, DAY-LIGHT SENSORS, WALL SWITCHES AND LIGHT
FIXTURES
S
TYPICAL
LUMINAIRE
OCCUPANCY SENSOR(S)
PER DRAWINGS
EMERG. FIXTURE(S)
AS PER DWGS,
CONNECTED
TO UNSWITCHED LEG
OF LIGHTING CIRCUIT
FIXTURE TO OPERATE WITH
OTHER FIXTURES ON NORMAL
CONDITIONS..
S
(REFER TO LIGHTING DRAWINGS)
PP
PP - nLIGHT RELAY POWER PACK W/ 0-10V DIMMING
(SEE LIGHTING CONTROL SCHEDULE)
TO ADDITIONAL nLIGHT
DEVICES IN CONTROL ZONE
AS APPLICABLE.
TO ADDITIONAL
FIXTURES IN
CONTROL ZONE
TO ADDITIONAL
FIXTURES IN
CONTROL ZONE
TYPICAL ON/OFF SWITCH LEG
IN 1/2" CONDUIT
NO SCALE
TYPICAL POWER PACK DETAIL
nPP16D
CAT-5e
N H N
0-10 V
LED DRIVER
BLU
BLK/ORN
WHT
GRN
GRY
VIO
BLU
PPD
2
PPD2
NO SCALE
TYP. OFFICE CONTROL DIAGRAM
(REFER TO LIGHTING DRAWINGS)
TYPICAL 0-10V WIRING AND
ON/OFF SWITCH LEG IN 1/2"
CODNUIT
ON/OFF/DIM DUAL TECH. OCC.
SENSOR
(REFER TO LIGHTING DRAWINGS)
LINE VOLTAGE CIRCUIT
SEE PLAN
SENSOR SWITCH nEPP5 D KO5 AMP RELAY DIMMING POWER PACKPPD2
TYPICAL CAT5e
CABLE
A
B
C
D
N
TO NEXT
FIXTURE
IN THE EVENT THAT FIXTURES IN DAYLIGHT ZONES
ARE CONTROLLED BY (2) DIFFERENT RELAY POWER
PACKS, PROVIDE A 2 POLE SINGLE THROW "DAYLIGHT
ZONE" SWITCH AND ROUTE SWITCH LEGS FOR EACH
RELAY
CAT 5e CABLE (WHITE)
O-10V. WIRING
LINE VOLTAGE WIRING
CAT 5e CABLE (WHITE)
O-10V. WIRING
LINE VOLTAGE WIRING
SEE PLAN
FOR CIRCUIT
CAT 5e CABLE (WHITE)
O-10V. WIRING
LINE VOLTAGE WIRING
S WALL OCC. SENSOR (ON/OFF)SENSOR SWITCH WSXPDT-CBAW
S 2-POLE WALL OCC. SENSOR (ON/OFF)SENSOR SWITCH WSXPDT2P-CBAW2
EMERG. FIXTURE(S)
AS PER DWGS,
CONNECTED
TO UNSWITCHED LEG
OF LIGHTING CIRCUIT
FIXTURE TO OPERATE WITH
OTHER FIXTURES ON NORMAL
CONDITIONS.
0-10 V
LED DRIVER
LIGHTING COMMISSIONING NOTE:
E.C. SHALL PROVIDE FACTORY CERTIFIED COMMISSIONING OF ALL LIGHTING
CONTROL SYSTEMS. E.C. SHALL PROVIDE FACTORY CERTIFIED ON-SITE TRAINING
FOR ALL LIGHTING CONTROL SYSTEMS. TRAINING MUST BE VIDEO RECORDED AND
TURNED OVER TO OWNER FOR FUTURE REFERENCE. E.C. SHALL FIELD ADJUST
LUMEN VALUES OF ALL F2, F11 AND F14 FIXTURES TO SATISFACTION OF OWNER
AND ENGINEER.
4.THESE PRODUCTS CONSTITUTE THE BASIS OF DESIGN. EQUAL SOLUTIONS BY COOPER AND WATTSTOPPER
ARE ACCEPTABLE.
CLASS
103
CLASS
104
CLASS
105
CLASS
106
CLASS
107
CLASS
120
CLASS
118
CLASS
110
CORR
102
CORR
101
CORR
114
CORR
109
CUST
113
STOR
119
TR
117
TR
115
TR
112
TR
111
VEST
108
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
POWER CIRCUITS: N1-2,4,6
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
POWER CIRCUITS: N1-8,10,12
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
POWER CIRCUITS: N1-14,16,18
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
POWER CIRCUITS: N1-20,22,24
SEE TYPICAL CLASSROOM
DETAIL "A", SHEET E2.2
POWER CIRCUITS: N1-21,23,25
SEE TYPICAL CLASSROOM
DETAIL "B", SHEET E2.2
POWER CIRCUITS: N2-8,10,12,14,16
SEE TYPICAL CLASSROOM
DETAIL "B", SHEET E2.2
POWER CIRCUITS: N2-11,13,15,17,19
SEE TYPICAL CLASSROOM
DETAIL "B", SHEET E2.2
POWER CIRCUITS: N2-21,23,25,27,29
"N1"
"N2"
N2-20
N2-2,4,6
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E3.0
CL
A
S
S
R
O
O
M
P
O
W
E
R
P
L
A
N
SCALE:
CLASSROOM ADDITION - POWER
1/8" = 1' - 0"16'8'0"
N
POWER KEY NOTES
1 CONNECT TO 20A 1P BREAKERS IN EXISTING PANEL-'K".
COMMONS
139
VEST
140
1
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E3.1
CO
M
M
O
N
S
P
O
W
E
R
P
L
A
N
SCALE:
COMMONS ADDITION - POWER
1/8" = 1' - 0"16'8'0"
N
POWER KEY NOTES
1 CONNECT TO 20A 1P BREAKERS IN EXISTING PANEL-'K".
CLASS
103
CLASS
104
CLASS
105
CLASS
106
CLASS
107
CLASS
120
CLASS
118
CLASS
110
CORR
102
CORR
101
CORR
114
CORR
109
CUST
113
STOR
119
TR
117
TR
115
TR
112
TR
111
VEST
108
T T T T T
T T T
T
F F
1
RT
2
RT
3
RT
4
RT
5
RT
6
RT
7
RT
8
RT
9
RT
2
EF
1
EF
F
2
EFF
2
EF
F
2
EF
F
F
T
1
N2-22
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E4.0
CL
A
S
S
R
O
O
M
M
E
C
H
.
C
O
N
N
E
C
T
I
O
N
S
P
L
A
N
SCALE:
CLASSROOM ADDITION - MECH. CONNECTIONS
1/8" = 1' - 0"16'8'0"
N
KEY NOTES
1 24/7 PROGRAMMABLE TIME CLOCK. PROGRAM AS DIRECTED BY OWNER.
COMMONS
139
VEST
140
10
RT
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E4.1
CO
M
M
O
N
S
M
E
C
H
.
C
O
N
N
E
C
T
I
O
N
S
P
L
A
N
SCALE:
COMMONS ADDITION - MECH. CONNECTIONS
1/8" = 1' - 0"16'8'0"
N
MECHANICAL EQUIPMENT SCHEDULE
CIRCUITMCASYMBOL
EH
1 HEATER
DESCRIPTION
ELECTRIC
H.P.VOLTS
-208 1 -
Ø
2.0 N1-27
K.W.FEEDER
1/2"C., 2-#12 + GROUND
REMARKS
SCHEDULE NOTES:
EH
2 HEATER
ELECTRIC -208 1 -4.0 NOTE 5.
EF
1 FAN
EXHAUST -120 3 .5 -N2-24 NOTE 1.
EF
2 FAN
EXHAUST -120 1 -127 NOTE 2.NOTE 2.
(WATT)
MOCP
-
-
-
-
RT
1 UNIT
ROOF TOP 21.4 208 3 1 -N1-26 NOTES 1., 3.30
RT
2 UNIT
ROOF TOP 208 3 1 -N2-32
RT
3 UNIT
ROOF TOP 208 3 1 -N1-32
RT
4 UNIT
ROOF TOP 208 3 1 -N2-38
RT
5 UNIT
ROOF TOP 208 3 1 -N1-38
RT
6 UNIT
ROOF TOP 208 3 1 -N2-31
RT
7 UNIT
ROOF TOP 208 3 1 -N1-31
RT
8 UNIT
ROOF TOP 208 3 1 -N1-37
RT
9 UNIT
ROOF TOP 208 3 1 -N2-37
RT
10 UNIT
ROOF TOP 79 208 3 3 -NOTE 4.1 1/4"C., 3-#2CU + GRND100
21.4 30
21.4 30
21.4 30
21.4 30
21.4 30
21.4 30
21.4 30
21.4 30
1/2"C., 3-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 2-#12 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
1/2"C., 3-#10 + GROUND
NOTES 1., 3.
NOTES 1., 3.
NOTES 1., 3.
NOTES 1., 3.
NOTES 1., 3.
NOTES 1., 3.
NOTES 1., 3.
NOTES 1., 3.
NOTES 1., 3.
1.PROVIDE AND INSTALL LOCAL DISCONNECT
2.CONNECT TO LIGHTING CIRCUIT. CONTROL WITH FAN TIMER SWITCH.
3.PROVIDE AND INSTALL A 1/2" CONDUIT TO RESPECTIVE STAT.
4.CONNECT TO 100A 3P BREAKER IN EXISTING PANEL-"K1".
CLASS
103
CLASS
104
CLASS
105
CLASS
106
CLASS
107
CLASS
120
CLASS
118
CLASS
110
CORR
102
CORR
101
CORR
114
CORR
109
CUST
113
STOR
119
TR
117
TR
115
TR
112
TR
111
VEST
108
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E5.0
CL
A
S
S
R
O
O
M
F
I
R
E
A
L
A
R
M
P
L
A
N
SCALE:
CLASSROOM ADDITION - FIRE ALARM
1/8" = 1' - 0"16'8'0"
N
COMMONS
139
VEST
140
10
RT
1
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E5.1
CO
M
M
O
N
S
F
I
R
E
A
L
A
R
M
P
L
A
N
SCALE:
COMMONS ADDITION - FIRE ALARM
1/8" = 1' - 0"16'8'0"
N
FIRE ALARM RISER DIAGRAM
NO SCALE
CONTROL PANEL
FIRE ALARM
(FACP)
4 #14 FS
TO TELEPHONE BOARD
2 #14 D
2 #14 R
ANN
TS
}CABINET
H
2 #14
WP
CONTROL
2" C.,
SYNC.}
TYPICAL NOTIFICATION
APPLIANCE CIRCUIT
TYPICAL
STROBE CIRCUIT
TYPICAL INITIATING
DEVICE CIRCUIT
FIRE SPRINK SYSTEM
FLOW /TAMPER SW. CKT.
REMOTE ANNUNCIATOR
CIRCUIT
MECH. EQUIPMEMT
FAN SHUT DOWN
DOOR HOLDER
CIRCUIT
(2) CAT 6 CABLES
CONDUIT (TYP)
SPECIAL NOTE:
MEET THE SPECIFIED DESIGN CRITERIA.
DETERMINED BY THE ELECTRICAL AND FIRE ALARM CONTR'S. TO
FIRE ALARM SYSTEM CONDUIT AND OR CABLE ROUTING SHALL BE*
*SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE
AUTHORITY HAVING JURISDICTION. OBTAIN A WRITTEN LETTER
OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE WITH
SHOP DRAWINGS SUBMITTAL TO ENGINEER.
LOCATED AT A COMMON HEIGHT.
ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES
HORN / STROBES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE
LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL
80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS,
BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS
NFPA ALLOWS HORN / STROBES TO BE MOUNTED AT A HEIGHT RANGE
DUCT DETECTOR, ETC.. FALSE ALARM WILL OCCUR.
HAS A POWER HELD CONTACTS. (FLOW , TAMPER, HOOD SYSTEM,
DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH
TO MEET ADA REQUIREMENTS.
MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE
QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA
ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR
NEED EOLR. (END OF LINE RESISTORS).
DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES.
ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT
NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN.
DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO
DO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OF
ACCORDING TO ROOM SIZE, ETC.
PROVIDE THE REQUIRED CANDELA RATING OF ALL HORN / STROBES
FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING.
HORNS / STROBES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3
LOCATION AND LAYOUT ONLY.
SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL
ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED
THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE
LOCAL, STATE AND ADA REQUIREMENTS.
IN CORRIDORS, HORN / STROBES MUST BE LOCATED WITHIN 15'
14.
TEMPORAL PATTERN.
12.
13.
11.
10.
AND NEC REQUIREMENTS.
ANY AIR DIFFUSER.
7.
9.
8.
6.
5.
4.
3.
2.
DO NOT INSTALL MORE THAN (10) HORN / STROBES ON ANY SINGLE
FIRE ALARM SYSTEM NOTES:
CLASS "B" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14
WIRE IN THE TOTAL LOOP.
1.
EOL
EOL
EOL
EOL
A. Provide all the equipment, materials and labor necessary to
expand the existing fire alarm system. The system addition
shall be connected directly to the existing main fire alarm
panel. The installation shall be as recommended by the
manufacturer and accepted by the local authority having
jurisdiction. When the system is complete, a factory
representative shall test the system, make adjustments and
place the system in operating order.
Existing system is Simplex. Field verify prior to bidding.
B. Within twenty days after the contract award and prior to the
purchase of any equipment, the fire alarm system contractor
shall submit for approval six (6) copies of the following:
1. A list of materials that are to be used on the project,
including manufacturer, model number and technical
information.
2. Preliminary circuit diagrams showing interconnection of
all modules, detectors, horns, panels and wiring counts.
Diagrams are to be 11"x17" done in a good workmanlike
manner.
3. Technical manuals for all of the equipment that is to be
used on the project.
4. Submit shop drawings and required calculations to the
local authority having jurisdiction. Obtain a written
Letter of Acceptance of the proposed system. Include
with shop drawings submittal to engineer.
C. Contractor shall provide and install all required power
supplies, electronics and connections to modify existing
system to accept new addition. Complete system shall
maintain UL listing.
FIRE ALARM SYSTEM EXPANSION NOTES:
EXISTING
SIMPLEX
FIRE ALARM SYMBOL SCHEDULE
WALL MOUNTED HORN/STROBE (## = CANDELA RATING)
WALL MOUNTED STROBE ONLY (## = CANDELA RATING)
CEILING MOUNTED HORN/STROBE (## - STROBE CANDELA RATING)
CEILING MOUNTED STROBE ONLY (## - STROBE CANDELA RATING)
WALL MOUNTED HORN ONLY
MANUAL PULL STATION
PHOTOELECTRIC SMOKE DETECTOR
ADDRESSABLE MONITORING MODULE
TAMPER SWITCH (VERIFY EXACT NUMBER W/ FIRE SPRINKLER CONTR.)
FLOW SWITCH (VERIFY EXACT NUMBER W/ FIRE SPRINKLER CONTR.)
##
##
##
##
MAGNETIC DOOR HOLD-OPEN
F
SD FIRE/SMOKE DAMPER
WALL MOUNTED FIRE ALARM BELL, MOUNT @ 10'-0"
FIRE ALARM RELAY MODULE
HEAT DETECTORH
DETECTOR
SUB-
SCRIPTS
D = DUCT DETECTOR
ID = IN-DUCT DETECTOR
M = MULTI-STATION DETECTOR (120V W/ BATTERY BACKUP)
GENTEX# S1209F OR EQUAL.
FIRE ALARM VOICE EVACUATION PANEL, PROVIDE CONNECTION TO FACP AS
REQUIRED. MOUNT TOP @ 6'-0".
FIRE ALARM ANNUCIATOR PANEL (VERIFY LOCATION WITH LOCAL AHJ PRIOR
TO ROUGH-IN) PANEL SHALL BE FLUSH MOUNTED TOP @ 5'-0".
FIRE ALARM CONTROL PANEL (PROVIDE (2) DEDICATED PHONE LINES) MOUNT
TOP @ 6'-0".
FIRE ALARM LED INDICATOR LIGHT
T = REMOTE TEST STATION FOR DUCT DETECTOR
CEILING MOUNTED HORN ONLY
MM
TS
FS
RM
FACP
VEP
ANN
NOTIFICATION APPLIANCE EXTENDER PANEL(S), PROVIDE NUMBER OF PANELS
AS REQUIRED TO MEET CURRENT NFPA 72 VOLTAGE DROP CALCULATIONS.
MOUNT TOP @ 6'-0".NAC
KEY NOTES
1 PROVIDE AND INSTALL A DUCT DETECTOR AND RELAY MODULE. CONNECT TO SHUT DOWN UNIT
UPON DETECTION.
CLASS
103
CLASS
104
CLASS
105
CLASS
106
CLASS
107
CLASS
120
CLASS
118
CLASS
110
CORR
102
CORR
101
CORR
114
CORR
109
CUST
113
STOR
119
TR
117
TR
115
TR
112
TR
111
VEST
108
3
2
1
1
1 1 1 1
1 1
MMP
TEP
P.E. JOB #22133
Pocatello, Idaho 83201
Engineering Inc.
1823 E. Center
tel (208) 232-4439 fax (208) 232-1435
RE
X
B
U
R
G
,
MA
D
I
S
O
N
S
C
H
O
O
L
D
I
S
T
R
I
C
T
#
3
2
1
ID
A
H
O
890
APRIL '23
JU
N
I
O
R
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
E6.0
CL
A
S
S
R
O
O
M
C
A
B
L
E
T
R
A
Y
P
L
A
N
SCALE:
CLASSROOM ADDITION - CABLE TRAY
1/8" = 1' - 0"16'8'0"
N
ENLARGED VIEW
CABLE TRAY MOUNTING DETAIL
(WIDTH AS SPECIFIED)
A
SECTION A-A
CABLE TRAY CUTTING TOOL
3. ALL TURNS IN ANY DIRECTION OR PLANE SHALL BE RADIUSED. NO SHARP
E.C. SHALL PROVIDE AND INSTALL ALL REQUIRED
MOUNTING HARDWARE & INSTALLATION PRACTICES
PER MANUFACTURER.
E.C. SHALL MAINTAIN
12" MIN. ABOVE CABLE
TRAY. (TYPICAL)
LOCATE 5FT. ON CENTER.
ANCHOR TO STRUCTURE
3/8" ALL-THREAD ROD
ELECT. CONTR. SHALL PROVIDE AND INSTALL A COMPLETE STEEL WIRE MESH CABLE TRAY SYSTEM FOR ROUTING
DATA AND/OR COMMUNICATIONS CABLE. SUSPEND AND SUPPORT FROM BLDG. STRUCTURE, USING 3/8" ALLTHREAD.
SUPPORT AS RECOMMENDED BY MANUFACTURER. TRAY DIMENSIONS SHALL BE 12"W x 2"D. UTILIZE RADIUSED ELBOWS
AND TEES. SHARP 90'S, ARE NOT ACCEPTABLE. NOTE THAT THIS TRAY SYSTEM HAS BEEN SELECTED TO
FACILITATE EASE OF ROUTING UP/OVER/AROUND EXISTING OR NEW DUCTWORK, PIPING, AND OTHER EQUIPMENT. THIS
INSTALLATION WILL REQUIRE FIELD MODIFICATION TO MEET SPECIFIED CLEARANCES. PROVISIONS FOR THIS TYPE
OF ENVIRONMENT SHALL BE INCLUDED IN THE BASE BID. ACCEPTABLE MANUFACTURERS: EZ TRAY BY CABOLOFIL
CORNERS ARE PERMISSIBLE.
AND FLEX TRAY BY GS METALS.
CABLE TRAY SYSTEM:
STEEL HANGER
CABLE TRAY
B
B
ON THIS DWG. AND IN THE SPECIFICATIONS. ALONG WITH ALL MISC.
2. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION
INCLUDING STRUCTURAL, HVAC, PIPING, FIRE SPRINK. ETC. MAKE NECESSARY
1. E.C. SHALL PROVIDE AND INSTALL ALL COMPONENTS AS DESCRIBED
ADJUSTMENTS TO ACCOMMODATE THESE TRADES.
COMPONENTS REQUIRED FOR A COMPLETE TRAY SYSTEM.
CABLE TRAY NOTES
A
SECTION B-B
ANGLED BLADES OFF-SET BLADES
OFF-SET BOLT CUTTER
12"
DATA
6"
INTERCOM
TRAY MANAGEMENT DETAIL
NO SCALE
CABLE TRAY INSTALLATION SHALL CONFORM
TO NEC 392
6"
KEY NOTES
1 PROVIDE AND INSTALL A 2" CONDUIT FROM CABLE TRAY TO ABOVE
ACCESSIBLE CEILING SHOWN FOR DATA CABLING. INSTALL INSULATED BUSHINGS
2
3
BOTH ENDS.
PROVIDE AND INSTALL (2) 4" SLEEVES THROUGH WALL. INSTALLATION AND
CAULKING TO MAINTAIN FIRE RATING.
(4) 4" CONDUIT THROUGH WALL TO IT ROOM.