COPYRIGHT 2020 ODOT -CCMS -RADIO SUPPORT BUILD

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COPYRIGHT 2020STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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JOB NO.

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SHEET NO.

PROJECT TEAM

PROJECT ID: B35877

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11/19/20

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ODOT - CCMS - RADIO SUPPORT BUILD.BID SET - MARCH 02, 2021

DRAWING INDEX:GENERAL

G001 COVER SHEET

G002 GENERAL NOTES LEGENDS ABBREVIATIONS

G003 CODE SUMMARY

ARCHITECTURAL

A010 ASSEMBLY TYPES

A020 ARCHITECTURAL SITE PLAN

A101 FLOOR PLAN

A130 REFLECTED CEILING PLAN

A140 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A310 WALL SECTIONS

A410 INTERIOR ELEVATIONS

A500 DETAILS AND FLASHING PROFILES

A601 DOOR SCHEDULE & LEGEND

A620 FINISH & ACCESSORY SCHEDULE

STRUCTURAL

S000 COVER SHEET

S001 GEN. STRCT'L NOTES & SPECIAL INSPECTION TABLES

S100 FOUNDATION AND ROOF FRAMING PLAN

S501 FOUNDATION DETAILS

S601 FLOOR FRAMING DETAILS

S701 ROOF FRAMING DETAILS

MECHANICAL

M001 SYMBOL LIST, GENERAL NOTES, SCHEDULES, DETAILS -MECHANICAL

M210 FIRST FLOOR PLAN - MECHANICAL

PLUMBING

P001 SYMBOL LIST AND GENERAL NOTES - PLUMBING

P210 FIRST FLOOR PLAN - PLUMBING

ELECTRICAL

E001 SYMBOL LIST AND GENERAL NOTES - ELECTRICAL

E210 FIRST FLOOR PLAN - LIGHTING

E310 FIRST FLOOR PLAN - ELECTRICAL

E501 SINGLE-LINE DIAGRAMS - ELECTRICAL

E601 SCHEDULES - ELECTRICAL

TECHNOLOGY

T001 SYMBOL LIST AND GENERAL NOTES - TECHNOLOGY

T210 FIRST FLOOR PLAN - TECHNOLOGY

Contact:Phone:Fax:Email:

ArchitectSteele Associates Architects, LLC

Darek Olson(503) 363-9867(425) 259 [email protected]

686 NW York Drive #150Bend, OR 97703

Contact:Phone:Fax:Email:

ClientOregon Department of Transportation

Raymond Cooper(541) 957-3585(541) [email protected]

3500 NW Stewart ParkwayRoseburg, OR 97470

Contact:Phone:Email:

Civil EngineerFlagline Engineering

Kyle Bonnet(541) [email protected]

686 NW York Drive, Suite 100Bend, OR 97703


Landscape ArchitectJBattleson Design

Jay Battleson(541) [email protected]

21211 NW 5th StreetBend, OR 97701


Structural EngineerFroelich Consulting Engineers

Michael Peterson(541) [email protected]

745 NW Mt. Washington Dr. Suite 205Bend, OR 97703


Mechanical EngineerInterface Engineering, Inc.

Jim McClelland(503) [email protected]

100 SW Main Street, Suite 1600Portland, OR 97204


Electrical EngineerInterface Engineering, Inc.

Mark O'leary(503) [email protected]



Fire SprinklerInterface Engineering, Inc.

Jon Schlitz(503) [email protected]



PlumbingInterface Engineering, Inc.

Todd Kolibaba(503) [email protected]



Fire AlarmInterface Engineering, Inc.

Joe Ripp(503) [email protected]



Technology EngineerInterface Engineering, Inc.

Ben Evans(503) [email protected]



Cost EstimatorACC Cost Consultants, LLC

Seth Pszczolkowski(503) [email protected]

8060 SW Pfaffle Street, Suite 110Tigard, OR 97223


Geo-Technical EngineerShannon and Wilson Geotechnical and Environmental Consultants

Stephen McLandrich(503) [email protected]

3990 Collins Way, Suite 100Lake Oswego, OR 97035


SurveyorThe Dyer Partnership Engineers & Partners, Inc.

Mike Erickson(541) [email protected]

1330 Teakwood AvenueCoos Bay, OR 97420


Energy AnalystInterface Engineering, Inc.

Shem Heiple(503) [email protected]



Comissioning AgentInterface Engineering, Inc.

Nick Marcyan(503) [email protected]



Lighting EngineerInterface Engineering, Inc.

Chris Roybal(503) [email protected]


REV. DATE DESCRIPTION

CL

DRAWING NUMBER

DRAWING NAME

DRAWING SCALE

AA WINDOW/CURTAIN WALL DESIGNATION. SEE WINDOW SCHEDULE.

A101

A9

A9

A9

A9

DATUM TAGREVISION CLOUD & TAG

REVISION CLOUD AROUND AREA OF CHANGE

DELTA SYMBOL & REVISION NUMBER

A101

1

? KEYNOTE.

A101

1

GRID HEAD

n

GLAZING DESIGNATION.

GLAZING MODIFIER

202A DOOR DESIGNATION. SEE DOOR SCHEDULE

FM9WALL, FLOOR, CEILING, ROOF DESIGNATION. SEE APPROPRIATE TYPE SHEETS.

WALL, FLOOR, BASE, CEILING FINISH TAG. THIS SYMBOL WHEN ATTACHED TO A WALL SHALL INDICATE THIS FINISH FOR ENTIRE LENGTH OF WALL FROM ONE INTERSECTION TO THE NEXT AND NOT BE TERMINATED BY WINDOWS OR DOORS UNO.

101

Roomname

ROOM NAME TAG

#

°

&

@

Ø

CENTER LINE

NUMBER

DEGREE

AND

AT

WORK POINT OR ELEV. BENCH MARK

DIAMETER OR ROUND

NORTH ARROW

SYMBOLS

DETAIL TAGS

DETAIL NUMBER

PAGE WHERE FOUND

DETAIL CUT LINE

DETAILED AREA

WALL SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

BUILDING SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

DRAWING TITLE

ELEVATION TAGS

PAGE

VIEW

ROOM FINISH TAG

FLOOR FINISH

CORRESPONDING WALL FINISHES

BASE FINISH

MISCELLANEOUS KEYED NOTE SYMBOLS

ROOM NAME

ROOM NUMBER

ELEVATION DATUM

INDICATES ITEM OR FLOOR LEVEL BEING REFERENCED

?

?

1A101

NAMEELEVATION

1

NW

SW

EWWWFF BF

1A101

1 View Name1/8" = 1'-0"

?

METAL OR WOOD STUD FRAMED WALL• WALL TYPE DESIGNATES WIDTH OF

WALL• WIDTH OF WALL DIMENSIONED ONLY AT

1/4"=1' OR LARGER SCALE• DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

METAL OR WOOD STUD FRAMED WALL W/ MASONRY OR STONE VENEER• WIDTH OF WALL DIMENSIONED FROM

FACE OF MASONRY.• WIDTH OF MASONRY WALL

DIMENSIONED FROM FACE OF STUD.• DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING.• WINDOWS DIMENSIONED TO NOMINAL


MASONRY WALL• WIDTH OF WALL DIMENSIONED TO

NOMINAL SIZE. • DOORS DIMENSIONED TO

CENTERLINE OF NOMINAL OPENING.• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT MASONRY OPENING.

CONCRETE WALL• ACTUAL WIDTH OF WALL DIMENSIONED• DOORS DIMENSIONED TO CENTERLINE

OF NOMINAL OPENING.• WINDOWS DIMENSIONED TO NOMINAL


NEW CONSTRUCTIONALL NEW CONSTRUCTION IS SHOWN HATCHED & SHADED AS ILLUSTRATED BELOW.ALL NEW CONSTRUCTION IS FULLY NOTED AS SHOWN BELOW.ALL WORK IS NEW UNLESS LABELED "EXISTING"

2'-0"

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4'-0"

1'-0

"

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8"

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10"

GR

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TO

4'-0"

4'-0"

4M

5J

OF STRUCTURE

RIGHT SIDE

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3315CRADER

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SCOTT T. STEELE

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BEND, OREGON


ARCHITECTS


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686 N

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

4/2

/2021

8:3

1:4

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G002

DAOMS

18109.01

BID

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GENERAL NOTESLEGENDS

ABBREVIATIONS

11/19/20

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SYMBOLS GENERAL NOTES:ABBREVIATIONS:

DIMENSIONING LEGEND (TYPICAL PLAN VIEWS)

SUSP SUSPENDED

SYM SYMMETRICAL

TEL TELEPHONE

TEMP TEMPERED

THK THICK

T&G TONGUE & GROOVE

TBC TOP BACK OF CURB

T.O.C. TOP OF CONCRETE ORCURB

T.O.F TOP OF FOOTING

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TDC TRAFFIC DECK COVERING

T TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VER VERTICAL

WC WATER CLOSET

WL WATER LEVEL

WP WATERPROOFING

W WIDE

W/ WITH

WD WOOD

WP WORKING POINT

WI WROUGHT IRON

(N) NEW

NR NON-RATED

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

OFF OFFICE

OC ON CENTER

OPN'G OPENING

OCC OPERATOR CONTROLCENTER

OPP OPPOSITE

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

OF OVERFLOW

OFI OWNER FURNISH ITEM

OFOI OWNER FURNISHED OWNERINSTALLED

PR PAIR

PLAS PLASTIC

PL PLATE

PLWD PLYWOOD

PC PORTLAND CEMENT

PREP PREPARATION

PT PRESSURE TREATED

PTDF PRESSURE TREATEDDOUGLAS FIR

PROJ PROJECTION

QT QUARRY TILE

REF FREFERENCE

R OR RAD RADIUS

REDW'D REDWOOD

REFL REFLECTED

REINF REINFORCE

REQ'D REQUIRED

RES RESILIENT

RR RESTROOM(S)

R RISER

RD ROOF DRAIN

RTU ROOF TOP UNIT

RM ROOM

R.O. ROUGH OPENING

SECT SECTION

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STG STORAGE

STRUCT STRUCTURAL

SIMUL SUMULATED

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET

FRP FIBER REINFORCEDPLASTIC

FIN FINISH

FF FINISH FLOOR

FO FINISHED OPENING

FHC FIRE HOSE CABINET

FLR FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FDN FOUNDATION

FH FULL HEIGHT

FS FULL SIZE

FSD FULL SIZE DETAIL

GALV OR GV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS

GFRC GLASS FIBER REINFORCEDCONCRETE

GR GRADE

GYP. BD. GYPSUM BOARD

HDWD HARDWOOD

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

LAV LAVATORY

LEV LEVEL

LTWT LIGHT WEIGHT

LTG LIGHTING

MAINT MAINTENANCE

MFG MANUFACTURER

MO MASONRY OPENING

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MB MECHANICAL BOLT

MET METAL

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MULL MULLION

ABBREV ABBREVIATION (S)

ABB ABBREVIATION (S)

A.F.F. ABOVE FINISHED FLOOR

AD ACCESS DOOR

ACOUS ACOUSTICAL

A/C AIR CONDITIONING

ALUM ALUMINUM

AB ANCHOR BOLT

APPR APPROVED

AC ASPHALT CONCRETE

BM BEAM

BLK BLOCK

BD BOARD

BOT BOTTOM

B.O.B. BOTTOM OF BEAM

BLDG BUILDING

CLG CEILING

CH CEILING HEIGHT

CEM CEMENT

C/C CENTER TO CENTER

CER CERAMIC

CLR CLEAR

CLOS CLOSET

COL COLUMN

COMPO COMPOSITION

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CORD COORDINATE

CORR CORRIDOR

CSK COUNTERSINK

DEL DELETE

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DR DOOR

DO DOOR OPENING

DBL DOUBLE

DF DOUGLAS FIR

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV OR EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

PROJECT INFORMATION

PROJECT DESCRIPTION:

PROJECT NAME : COOS COUNTY MAINTENANCE STATIONPROJECT TYPE: NEW CONSTRUCTIONOCCUPANCY GROUP: UCONSTRUCTION TYPE: V-BBUILDING AREA:

GROSS AREA: 298 S.F.OSSC AREA (NET): 219 S.F.

SITE DESCRIPTION:

TAX LOT:

ADDRESS: 59807 HIGHWAY 101, COOS BAY, OR 97420

LOT AREA:

SPECIAL INSPECTIONS:

SEE SPECIAL INSPECTION SCHEDULE ON SHEET S0.02

DEFERRED SUBMITTALS:

1. FIRE ALARM SYSTEM2. MECHANICAL CONTROLS 3. PRE-ENGINEERED JOISTS AND TRUSSES4. FALL RESTRAINT SYSTEMS

21 THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES FORDUST AND NOISE CONTROL, AND ALL REQUIRED ENVIRONMENTAL PROTECTIONWHERE WORK JOINS EXISTING CONDITIONS.

22 ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFTIN A "BROOM CLEAN" CONDITION DAILY.

23 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TOCOORDINATE AND OR CALL BLUE STAKES TO LOCATE ALL EXISTING UTILITIES,WHETHER SHOWN HEREIN OR NOT, AND WHEN IDENTIFIED TO PROTECT THEMFROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OFREPAIR OR REPLACEMENT OF IDENTIFIED UTILITIES OR OTHER PROPERTYDAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.

24 APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BYWORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION.THE GENERAL CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONECOMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS,ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OFTHE JOB SUPERINTENDENT.

25 THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING AS REQUIRED FORMOUNTING OF WALL MOUNTED SHELVES, CABINETS, HC GRAB BARS ANDPARTITION BRACES AND ALL OTHER ITEMS IDENTIFIED ON THE EQUIPMENT ORACCESSORY SCHEDULE. BLOCKING SHALL BE FIRE TREATED WHERE REQUIREDBY THE BUILDING CODE.

26 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING,UNCRATING, INSTALLATION AND HOOK-UP OF ALL OWNER FURNISHED ITEMSUNLESS NOTED OTHERWISE ON THE DRAWINGS.

27 THE GENERAL CONTRACTOR IS TO ASSURE THAT NO REBAR OR REINFORCEMENTIS PRESENT PRIOR TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEMWHICH COULD DISTURB THE STRUCTURAL SLAB OR FOUNDATION WALLS.

28 PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHEREINDICATED OR REQUIRED.

29 PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALLSURFACES WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESSNOTED OTHERWISE.

30 PROVIDE METAL CORNER TRIM AT ALL OUTSIDE CORNERS OF PLASTER ANDDRYWALL SURFACES.

31 ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALEDWITH APPROPRIATE SEALANT MATERIAL.

32 UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM,TREILLAGE, RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.

33 FOR PLUMBING, MECHANICAL, FIRE SPRINKLER AND ELECTRICAL SYSTEMS,PROVIDE APPROVED ASSEMBLIES WITH SELF CLOSING DEVICES, WHEREINDICATED OR REQUIRED, FOR ANY PENETRATIONS IN RATED CONSTRUCTION.

34 THE GC SHALL VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITHMECHANICAL, FIRE SPRINKLER AND PLUMBING PLANS. ACCESS PANELS SHALL BEFURNISHED AND INSTALLED WITH A FIRE RATING EQUAL TO THE WALL OR CEILINGASSEMBLY INTO WHICH THEY ARE TO BE INSTALLED. FINISH AND LOCATION SHALLBE APPROVED BY THE ARCHITECT.

35 THE GC SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT PADS & BASES WITHEQUIPMENT MANUFACTURERS & SHALL VERIFY ALL SIZES AND LOCATIONS OFDUCT OPENINGS ON ROOF AND INTERIOR SHAFTS.

1 THE GENERAL CONTRACTOR SHALL HEREAFTER BE REFERRED TO AS "GENERALCONTRACTOR" OR "GC". THE OWNER MAY HEREAFTER BE REFERRED TO AS"OWNER".

2 PLEASE NOTE:THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORKREGARDLESS OF THE LOCATION OF THE INFORMATION IN THE DOCUMENTS. THEGENERAL CONTRACTOR SHALL UTILIZE THE CONSTRUCTION DRAWINGS ANDWRITTEN SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO PROVIDECOMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN DRAWINGS MAYNOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS MAY NOTBE INCLUDED IN DRAWINGS.

3 CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS ANDLICENSES, EXCEPT FOR THOSE SPECIFICALLY EXCLUDED IN THE SUPPLEMENTALGENERAL CONDITIONS, FOR THE CONSTRUCTION OF THE WORK, FOR TEMPORARYOBSTRUCTIONS, ENCLOSURES, OPENING OF STREETS FOR PIPES, WALLS,UTILITIES, ENVIRONMENTAL WORK, ETC., AS REQUIRED FOR THE PROJECT.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VIOLATIONS OF THE LAW, INCONNECTION WITH THE CONSTRUCTION OR CAUSED BY OBSTRUCTING STREETS,SIDEWALKS OR OTHERWISE. CONTRACTOR SHALL GIVE ALL REQUISITE NOTICESTO PUBLIC AUTHORITIES. THE CONTRACTOR SHALL PAY ALL ROYALTIES ANDLICENSE FEES. THE CONTRACTOR SHALL DEFEND ALL SUITS OR CLAIMS FORINFRINGEMENT OF ANY PATENT OR OTHER PROPRIETARY RIGHTS AND SAVEHARMLESS AND BLAMELESS FROM LOSS, ON ACCOUNT THEREOF, THE STATE OFOREGON, AND ITS DEPARTMENTS, DIVISIONS, MEMBERS AND EMPLOYEES, PERGENERAL CONDITIONS, SECTION B.4, PERMITS.

4 UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEINGNOT IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND INSTALLATIONOF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTIONDOCUMENTS. THE GC SHALL PROVIDE AND INSTALL ALL ACCESSORIES,COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED ORSPECIFIED.

5 THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS ANDDIMENSIONS PRIOR TO BEGINNING ANY WORK AND SHALL BE RESPONSIBLE FORALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS.THE GC SHALL ACCEPT PREMISES AS FOUND. OWNER WILL MAINTAIN THEEXISTING CONDITION OF THE SITE AND EXISTING STRUCTURES AT THE TIME OFBIDDING.

6 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOTINTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANYSUCH DISCREPANCIES PRIOR TO COMMENCING WORK.

7 DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TODETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANYDISCREPANCY PRIOR TO CONTINUING WITH WORK.

8 ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD OR FACE OF BLOCKUNLESS OTHERWISE INDICATED. SEE SECTION ON "DIMENSIONING" THIS SHEET.

9 THE CONTRACTOR SHALL REPORT TO THE ARCHITECT AND THE CONSTRUCTIONPROJECT MANAGER (CPM) ALL CONDITIONS REQUIRING COORDINATION CHANGESWITH THE CONTRACT DOCUMENTS. COORDINATION APPROVAL SHALL SHALL BEOBTAINED BEFORE THE WORK BEGINS. ALL CHANGES TO THE CONTRACT COSTSHALL BE APPROVED THROUGH A CHANGE ORDER.

10 DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVERSMALL SCALE DRAWINGS.

11 THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FORCONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'SREVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLYIN WHICH THE ITEM FUNCTIONS. THE ARCHITECT WILL NOT REVIEW SHOPDRAWINGS UNTIL THE GC HAS REVIEWED AND STAMPED THE SHOPDRAWING/SUBMITTAL. THE GC IS RESPONSIBLE FOR FIELD VERIFYING ALLDIMENSIONS SHOWN ON THE SHOP DRAWINGS. THE ARCHITECT'S REVIEW OF THESHOP DRAWINGS SHALL NOT OVERRIDE THE CONDITIONS DESCRIBED IN THECONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE BY THEARCHITECT.

12 FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'SSTANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS INACCORDANCE WITH THE PROJECT SPECIFICATIONS.

13 FOR GRADING, TRENCHING ETC., CONTACT THE ARCHITECT FOR INSTRUCTIONSPRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONSBECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION.EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THEGENERAL CONTRACTOR BEFORE CONSTRUCTION.

14 ALL WORK, MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THECODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIESHAVING JURISDICTION AT THE PROJECT LOCATION. THE GENERAL CONTRACTORMUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALLGOVERNING AUTHORITIES.

15 ALL PROJECT CONSTRUCTION SHALL CONFORM WITH ANSI A-117.1-2009, AND THEAMERICANS WITH DISABILITIES ACT (ADA).

16 THE GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNINGAUTHORITIES AND UTILITIES TO REQUEST INSPECTION PRIOR TO COVERING UPANY WORK REQUIRING INSPECTION.

17 THE GENERAL CONTRACTOR SHALL MAINTAIN ALL REQUIRED EXITS AND FIRELANES IN WORKING ORDER DURING CONSTRUCTION. COORDINATE EXITINGREQUIRMENTS WITH FIRE MARSHAL.

18 THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERSWHERE SHOWN ON PLAN AND AS REQUIRED BY THE FIRE MARSHAL.

19 MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORMTO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES.SEE CODE SUMMARY, SHEET G1002.

20 THE GENERAL CONTRACTOR SHALL PROVIDE AND IS SOLELY RESPONSIBLE ANDLIABLE FOR PUBLIC AND EMPLOYEE PROTECTION AS NECESSARY AND ASREQUIRED BY THE CODES, INCLUDING EXTERIOR AND INTERIOR PEDESTRIANTRAFFIC BARRIERS. ALL WORK SHALL CONFORM TO THE ORDINANCES ANDREGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THEPROJECT. REFER TO OSSC 2019 CHAPTER 33 - SAFEGUARDS DURINGCONSTRUCTION FOR ADDITIONAL REQUIRMENTS.

26S 13W - 27,28; APN: 1000539300

70.46 ACRES


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3315CRADER

IG

TSRE

E

SCOTT T. STEELE

G

OOFER

A

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NO

TS

BEND, OREGON


ARCHITECTS


AS

SO

CIA

TE

S A

RC

HIT

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TS

LLC

686 N

W Y

OR

K D

RIV

E S

UIT

E 1

50

BE

ND

, O

R 9

7703

541.3

82.9

867

FA

X 5

41.3

85.8

816

info

@ste

ele

-arc

h.c

om

CO

OS

C

OU

NT

Y

OR

EG

ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

4/2

/2021

8:3

1:4

8 A

M

G003

CheckerAuthor

18109.01

BID

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CODE SUMMARY

11/19/20

598

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C O D E S U M M A R Y

Based on 2019 Oregon Structural Specialty

OSSC Comment:The following citations are summaries of select sections of the OSSC applicable to this project. The contractor shall refer to the OSSC for additional chapters and sections not replicated in this summary.

Summary:Occupancy Group – U, Utility building, Radio transmitter equipment. Construction Type – V-B

Chapter 3: OCCUPANCYSection 312 Utility, Group U: Radio building. Normally not occupied.

Chapter 5: GENERAL BUILDING HEIGHTS AND AREASGroup U Occupancy Type: Radio transmitter equipmentTable 504.4 Allowable Number of Stories Above Grade Plane:

Group U; Type V-B; Non-Sprinklered = 2 Allowed/1-Story by DesignTable 506.2 Allowable Area:

Group U; Type V-B, U = 5,500 SF/240 SF actualAllowable Area Increase:506.3 Frontage Increase – Area factor increase shall be determined by 506.3.1 through 506.3.3.

506.3.2 - Equation 5-4 – Minimum Frontage Distance -W=(L1 x W1 + L2 x W2 + L3 x W3…)/FW= 3,840/64 = 60.00

506.3.3 - Equation 5-5 - Amount of Increase –If = [F/P – 0.25]W/30If = [64/64 – 0.25] * 60/30 = 1.505,500 * 1.50 = 8,250 SF Total Allowable Area / 240 SF Actual

Chapter 6: TYPES OF CONSTRUCTION602.5: Type V-B construction is that type of construction in which the structural elements, exterior walls and the interior walls are of any material permitted by this code. From Table 601:Structural frame 0-hr

Bearing wallsExterior e,f 0-hr Interior 0-hrRoof 0-hr

Footnotee Not less than the fire-resistance rating based on fire separation distance (see Table 602).Footnotef Not less than the fire-resistance rating as referenced Section 704.10.

Footnotee = Footnotef = exterior walls may be unrated.

From Table 602 – Fire-Resistance Rating for Exterior Walls Based on Fire Sep. DistanceFire Separation Type of OccupancyDistance (ft) Constr. Group UX < 5 V-B 1-hr5 < 10 V-B 1-hr10 < 30 V-B 0-hrX ≥ 30 V-B 0-hr

Chapter 7: FIRE-RESISTANT RATED CONSTRUCTION704.10 Exterior structural members located within the exterior walls…shall be provided with the highest fire resistance rating as determined in accordance with the requirements of Table 601 for Exterior Bearing Walls705 Exterior Walls705.3 Buildings on the Same Lot. For the purposes of determining the required wall and opening protection, projections and roof covering requirements, buildings on the same lot shall be assumed to have an imaginary line between them.705.6 Structural Stability. The wall shall have sufficient structural stability such that it will remain in place for the duration of time indicated by the required fire-resistance rating.705.8.1 Allowable area of openings.

Exception 1 – In other than Group H occupancies, unlimited unprotected openings are permitted in the first story above grade plane…:1.2 Where the wall faces an unoccupied space. The unoccupied space shall be on the same lot or dedicated for public use, shall not be less than 30 feet in width and shall have access from a street by a posted fire lane in accordance with the Fire Code

Chapter 8: INTERIOR FINISHESTable 803.13 Interior Wall and Ceiling finish requirements by occupancy:

Group U occupancy – Non-Sprinklered:Rooms and enclosed spaces - No restrictions

Chapter 9: FIRE PROTECTION SYSTEMS906 – [Oregon Fire Code] - Portable Fire extinguishers:

Shall be provided in occupancies and locations as required by the Oregon Fire Code, 906.2 Portable fire extinguishers shall be selected, installed and maintained in accordance with Section 906.2 and NFPA 10.906.3 Size and distribution of portable fire extinguishers shall be in accordance with Section 906.3.3 for Class C fire hazards.

Table 903.6(2), Moderate Hazard:Minimum Rating - 10-BMaximum travel distance to Extinguishers - 30 feet

907 – Fire Alarm & Detection Systems:907.2. Not required.

Chapter 10: MEANS OF EGRESS

1004 – Occupant Load:From table 1004.5

Utility – 1/300sf (gr)1010 – Doors

1010.1 Means of egress doors shall meet the requirements of this section and Section 1022.2. 1010.1.1.1 Projections into clear width. There shall not be projections into the required clear width lower than 34 inches above the floor or ground. Projections

into the clear opening width between 34 inches and 80 inches above the floor or ground shall not exceed 4 inches.1010.1.2 Egress doors shall be of the side-hinged type.1010.1.3 The opening force for interior side-swing doors without closers shall not exceed a 5 lb force. For other side-swing, sliding and folding doors, the

door latch shall release when subjected to a 15 lb force. (1102.1.2.5 – Exterior doors shall be set in motion with the application of 8.5 pounds of force) These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. The door latch shall release when subjected to a 15-pound force. The door shall be set in motion when subjected to a 30 lb force. The door shall swing to a full-open position when subjected to a 15 lb force.

1010.1.3.1 Forces shall be applied to the latch side of the door.1010.1.5 Level landings are required on both sides of all doors. Such floor or landing shall be at the same elevations on each side of the door. Exterior

landings may slope 0.25:12.1005.1.6 Landings at doors. Landings shall have a width not less than the width of the stairway or the door, whichever is greater. Doors in the fully open

position shall not reduce a required dimension by more than 7 inches. When a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing to less than one-half its required width. Landings shall have a length measured in the direction of travel of not less than 44 inches.

1010.1.7 Thresholds. Thresholds at doorways shall not exceed… 1/2- inch in height above the finished floor. Raised thresholds and floor level changes greater than 0.25 inch at doorways shall be beveled with a slope not greater than one-unit vertical in 2 units horizontal.

1013 – Exit Signs 1013.1 - Exits and exit access doorways shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or path of egress travel is not immediately visible to occupants.

Chapter 11: ACCESSIBILITY

1102 - Compliance:1102.1 – Buildings and facilities shall be designed and constructed to be accessible in accordance with this code and ACC A117.1, as detailed in this chapter.Affected Buildings – ORS 447.210(1) “Affected buildings” … includes any government building that is subject to Title II of the Americans with Disabilities Act.

1103 – Scoping Requirements:1103.1 Sites, building, structures, facilities, elements and spaces…shall be accessible to persons with physical disabilities.1103.2.4 Group U, Utility, occupancies are not required to comply with this chapter.

Chapter 12 - INTERIOR ENVIRONMENT1202.1 - General - Buildings shall be provided with natural ventilation in accordance with Section 1202.5, or mechanical ventilation in accordance with the Mechanical

Code.1204 - Lighting1204.1 Every space…shall be provided with natural light…or shall be provided with artificial light in accordance with Section 1204.2.”1204.3 Artificial light shall be provided that is adequate to provide and average illumination of 10 foot-candles over the area of the room at a height of 30 inches

above the floor level.1204.5 The means of egress shall be illuminated in accordance with Section 1008.1.

Chapter 13 – ENERGY EFFICIENCY - Based on ASHRAE Standard 90.1-2016

This facility will be constructed in Climate Zone 4-B Marine.Table 5.5-6 Building Envelope Requirements for Climate Zone 5Roof –

Metal Buildinga R-19 + R-11 Ls orR-25 + R-8 Ls (Liner System)

Walls, Above GradeMetal Building R-0 + R-15.8 c.i.Steel-framed R-13 + R-7.5 c.i.

Slab on Grade FloorsUnheated R-15 for 24 inches

Opaque DoorsSwinging U-0.370

FenestrationMetal Framing, fixed U-0.38Metal Framing, operable U-0.46

Chapter 16 – STRUCTURAL DESIGNTable 1604.5 Risk Category of Buildings

Category IV – Designated emergency preparedness…operations centers and other facilities required for emergency response. See Structural Drawings for additional information.

Chapter 17 – SPECIAL INSPECTIONSSee Structural Drawings for schedule of special inspections and related information.

Chapter 33 – SAFEGUARDS DURING CONSTRUCTIONThe general contractor and subcontractors shall review and comply with the adopted provisions of Chapter 33 of the 2019 Oregon Structural Specialty Code for the entire duration of construction activities.

.


F1

UNDER-SLAB VAPORBARRIER, SEE SPECSECTION 03 30 00

COMPACTED GRAVELSUB-BASE - SEESTRUCTURAL DRAWINGS &GEOTECHNICAL REPORT

4" CAST-IN-PLACECONCRETE SLAB, SEESTRUCTURAL DRAWINGS.

R1

FULL COVERAGEHIGH-TEMP ICE & WATERSHIELD.

4" CONTINUOUS XPSINSULATION BOARD.

METAL STUD FRAMING - SEESTRUCTURAL DRAWINGS

R-21 BATT INSULATION

PREFINISHED STANDINGSEAM METAL ROOFING,

VINYL SCRIM VAPORBARRIER

R2ROOF W/ SOFFIT

PREFINISHED METALSOFFIT.





WITHIN THE BUILDING

ROOF COVER BOARD,SEE SPECS.

ROOF COVER BOARD,SEE SPECS.

5B

5/8" FIBERGLASS MATGYPSUM SHEATHING - SEESPEC SECTION 9 21 16

PRECAST CONCRETEWAINSCOT - SEESTRUCTURAL DRAWINGS &SPEC SECTION 03 45 00

1" AIRSPACE.

5A

INTERIOR EXTERIOR

SECTION

INTERIOR

EXTERIOR

PLAN


INTERIOR EXTERIOR

SECTION

INTERIOR

EXTERIOR

PLAN

BLOCKING

METAL WALL PANELS - SEEEXTERIOR ELEVATIONS ANDSPEC SECTION 07 46 19



1" AIRSPACE.


2" CONTINUOUS XPSINSULATION BOARD (R-10.)





3/4" PLYWOOD OVER VINYLSCRIM VAPOR BARRIER




WRB - SEE SPEC SECTION07 25 00



WAINSCOT ATTACHMENTCLIP - SEE STRUCTURALDRAWINGS & SPEC SECTION03 45 00

RAINSCREEN ATTACHMENTSYSTEM - SEE SPECSECTION 07 42 13




RAINSCREEN ATTACHMENTSYSTEM - SEE SPECSECTION 07 42 13



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FLOOR TYPESROOF TYPES EXTERIOR WALL TYPES


T

NO

PAR

KING

NO

PAR

KING

NO

PAR

KING

NO PARKING

T

A

A2

2

1

1B

B

RADIO TOWER

A101

1

A020

1

PUMP HOUSE BUILDING

GENERATOR BUILDING

RADIO SUPPORT BUILDING

CONCRETE FOOTING; SEE STRUCTURAL DRAWINGS3

'-0

"

DIA.

1'-6"

PAVING OR CONCRETE; SEE SITE DRAWINGS

SLOPE CONCRETE BASE @ EXTERIOR LOCATIONS.

2 3/8" LINE POSTS/4 1/2" CORNER POSTS. POWDER COAT STEEL TUBE;APPLY TWO COATS EXTERIOR HIGH PERFORMANCE COATING; SEE FINISH LEGEND AND SPEC SECTION 32 31 13

MIN

.2

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1" = 20'-0"1 SITE PLAN

1" = 200'-0"2 OVERALL SITE PLAN 0'

SCALE : 1" = 200'-0"

600'100' 200' 400'

0' 20'10' 60'40'

SCALE : 1" = 20'-0"

n

n

GENERAL NOTES:A. SEE GENERAL NOTES ON SHEET G002.

B. SEE CIVIL DRAWINGS.

C. SEE ELECTRICAL DRAWINGS.

D. REFER TO SPECIFICATION DIVISIONS __ __ __ FOR INFORMATION ON SITE RELATED MATERIALS & INSTALLATION REQUIREMENTS.

E. TAX LOT 1200

F. 71.14 ACRES

KEYED NOTES:1

TRUE

TRUE

3/4" = 1'-0"3 SITE - TYP. FENCE POST


T

A2014

A201

A201

A201

1

2

3

A

A

22

11

B

B

16

'-0

"

16'-0"

17'-2"

1/4

" /

12

"

101

CONTROLROOM

R101

EQ EQ

A410 4

1

2

3

BA301

BA301

AA301

AA301

5B

5B 5A

5B

5B

BELOW

BELOW

BELOW

BELOW

A601

B3

A500

B2

A500

A2

6'-0

"

5A

5A 5A

1

2

3

2'-0"

METALPANEL

A601

C3

CONC.PANEL

4

KE

EP

CLE

AR

5

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0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'

1/2" = 1'-0"1 PLAN n

GENERAL NOTES:A. REFER TO GENERAL NOTES ON SHEET G002.

B. SEE WALL ASSEMBLY TYPES ON SHEET A010 FOR TYPICAL WALL CONSTRUCTION ASSEMBLIES. ALL INTERIOR WALLS, BEARING AND NON-BEARING, ARE FULL HEIGHT TO UNDERSIDE OF STRUCTURE UNLESS NOTED OTHERWISE.

C. SEE FLOOR PLANS AND BUILDING SECTIONS FOR LOCATION OF DETAILS FOR TYPICAL FLOOR-TO-FOUNDATION, FLOOR-TO-WALL, WALL-TO-ROOF ASSEMBLIES AND HEADER, SILL AND SOFFIT CONSTRUCTION.

D. REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.

E. REFER TO SPECIFICATIONS.

F. APPLY SILL GASKETS BENEATH BOTTOM PLATE AT ALL EXTERIOR STUD WALLS - SEE SPEC SECTION 06 10 00.

G. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING AS REQUIRED AT ALL MOUNTED LAVATORIES, DRINKING FOUNTAINS, CASEWORK, MIRRORS, ETC. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS, MECHANICAL DRAWINGS, AND SPECIFICATION SECTION 06 10 00. a. OWNER AND ARCHITECT WILL INSPECT ALL LOCATIONS INDICATED, OR

REQUIRED, TO HAVE BLOCKING/BACKING INSTALLED PRIOR TO COVERING FRAMING. NOTIFY OWNER AND ARCHITECT NOT LESS THAN 4 WORKING DAYS PRIOR TO COVERING FRAMING.

H. REFER TO ADA REQUIRMENTS SHEET FOR TYPICAL MOUNTING HEIGHTS OF ACCESSIBLE WALL-MOUNTED ACCESSORIES AND EQUIPMENT.

I. ELECTRICAL PANELS, TRANSFORMERS, AIR HANDLING UNITS, AND DUCTWORK SHOWN FOR CONTRACTOR CONVENIENCE. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC SIZES, CLEARANCES AND LOCATIONS.

J. REFER TO REFLECTED CEILING PLANS FOR CEILING MOUNTED EQUIPMENT.

K. GENERAL CONTRACTOR SHALL PROVIDE CONCRETE HOUSEKEEPING PADS AT FLOOR OR GROUND MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. THE PADS SHALL BE A MINIMUM 3 1/2" THICK CONCRETE WITH 6 X 6 /W2.9 X 2.9 WWF REINFORCING, UNLESS NOTED OTHERWISE OR REQUIRED. PAD DIMENSIONS SHALL BE MINIMUM 4" GREATER IN THE HORIZONTAL DIMENSION THAN BASE OF EQUIPMENT MOUNTED THERON, UNLESS NOTED OTHERWISE. EXACT PAD LOCATION SHALL BE VERIFIED IN FIELD.

L. APPLY WATER REPELLENT AT EXTERIOR EXPOSED CONCRETE SLABS PER SECTION 07 19 00.

M. REFER TO SHEET A500 FOR TYPICAL WALL AND FLASHING DETAILS.

N. EQUIPMENT LAYOUT - OFOI

KEYED NOTES:1 SCHEDULE 40 PIPE; UP TO 4'-0" A.F.F. - SEE SPEC SECTION 07 71 23

2 DOWNSPOUT AND PRECAST CONCRETE SPLASH BLOCK - SEE SPEC SECTION 07 71 23

3 P-LAM COUNTERTOP, SEE FINISH SCHEDULE

4 TACKBOARD

5 2" YELLOW PAINT

1

PROJECT REV. DATE DESCRIPTION

A

A

22

11

B

B

O.T.S.

BA301

BA301

AA301

AA301

101

CONTROLROOM

1

2 3

44

4

SURFACE MOUNTED OR SUSPENDED STRIPLIGHT

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CheckerAuthor

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1/2" = 1'-0"1 REFLECTED CEILING PLAN


B. SEE ELECTRICAL SHEETS FOR CEILING MOUNTED FIXTURES SHOWN HERE FOR REFERENCE.

C. THIS IS A REFLECTED CEILING PLAN AND IS NOT INTENDED TO BE A LIGHTING PLAN. NO WALL MOUNTED LIGHTING FIXTURES OR OTHER WALL MOUNTED APPURTENANCES ARE SHOWN. SEE THE LIGHTING PLAN FOR ALL LIGHTING AND EGRESS SIGNS, SIZE AND TYPES OF ELECTRICAL FIXTURES ETC.

D. SEE MECHANICAL DRAWINGS.

E. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE AND OCCUPANCY SENSOR INFORMATION AND INSTALLATION REQUIRMENTS.

F. REFER TO ELECTRICAL LIGHTING DRAWINGS FOR EXIT SIGNAGE.

G. REFER TO SPEC SECTION 07 46 19.

H. ALL EXPOSED DUCTS, CONDUITS, PIPING, ETC., ALONG CEILING AND WALLS, SHALL BE PAINTED. COLOR PER ARCHITECTS DIRECTION.

1 METAL PANEL SOFFIT - SEE SPEC SECTION 07 46 19

2 GUTTER - SEE SPEC SECTION 07 71 23

3 DOWNSPOUT AND PRECAST CONCRETE SPLASH BLOCK - SEE SPEC SECTION07 71 23

4 LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS.

0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'n

KEYED NOTES:1

PROJECT

LEGEND:


OS

A2014

A201

A201

A201

1

2

3A

A

22

11

B

B

16

'-0

"

16'-0"

BA301

BA301

AA301

AA301

4"

/ 12

"

1 2

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1/2" = 1'-0"1 ROOF PLAN 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'


B. REFER TO REFLECTED CEILING PLAN FOR CEILING MOUNTED EQUIPMENT.

C. PAINT ALL VTR's, FLUES, EXHAUST CAPS, AND OTHER MECHANICAL ITEMS ON THE ROOF TO MATCH THE ROOF COLOR.

D. REFER TO MECHANICAL DRAWINGS FOR ROOF PENETRATIONS SPECIFIC TO THAT TRADE.

E. REFER TO ELECTRICAL DRAWINGS FOR ROOF PENETRATIONS SPECIFIC TO THAT TRADE.

F. CONTRACTOR TO VERIFY AND IMPLEMENT ALL OSHA AND STATE SAFETY REQUIRMENTS.

G. FALL RESTRAINT DEVICES ARE DESIGN/BUILD BY THE CONTRACTOR. SEE SPEC SECTION 07 42 13. COORDINATE DESIGN W/ STRUCTURAL ENGINEER OF RECORD.



n

KEYED NOTES:1

PROJECT


LEVEL 1100'-0"

TOP PLATE110'-0"

AB BA301

11

4

5

8

LEVEL 1100'-0"

TOP PLATE110'-0"

2 1

4'-0

"

AA301

1

1

4" / 12"

4

5

6

LEVEL 1100'-0"

TOP PLATE110'-0"

A B

R101

BA301

11

9'-0

"

2

10"

3

B3A500

A3A500

7

6'-0

"

9

B5A500

LEVEL 1100'-0"

TOP PLATE110'-0"

21 AA301

1

1

4" / 12"

5

4

6

4'-0

"

17

'-4

1/4

"

88

METAL STANDING SEAM ROOFING - SECTION 07 61 00, TAYLOR METALS "MS-200 SERIES" WITH MarineGuard PAINT SYSTEM.

COLOR:

METAL SIDING - SECTION 07 46 19. TAYLOR METALS "CONTOUR SERIES - PROFILE C8."

COLOR:

PRE-CAST CONCRETE WAINSCOT - SECTION 03 45 00. NATURAL COLOR, LIGHT SAND BLAST FINISH.

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1/2" = 1'-0"3 SOUTH ELEVATION

1/2" = 1'-0"4 WEST ELEVATION


B. REFER TO FLOOR PLANS FOR HORIZONTAL LOCATIONS.

C. REFER TO BUILDING SECTIONS ON A301 AND ASSEMBLY TYPES ON A010 FOR ADDITIONAL ASSEMBLY INFORMATION.

D. SEE SPECIFICATION SECTIONS FOR DETAILED INFORMATION ON MATERIALS INDICATED ON ELEVATIONS.

E. REFER TO ELECTRICAL DRAWINGS FOR EXTERIOR ELECTRICAL FIXTURES.

F. CONTRACTOR SHALL MAKE ALL ROOF AND WALL PENETRATIONS WATER PROOF AND WEATHER PROOF. a. PROVIDE COLOR MATCHED AND WEATHER RESISTANT SEALANT AT

ALL PENETRATIONS, INCLUDING LIGHT FIXTURES AND HOSE BIBS.

G. REFER TO MECHANICAL DRAWINGS FOR EXTERIOR MECHANICAL EQUIPMENT.

H. PROVIDE FLASHING OF THE SAME COLOR AS ADJACENT TRIM OR SIDING.

I. ANY EXTERIOR METAL COMPONENTS NOT INDICATED TO BE PREFINISHED OR POWDER COATED SHALL BE EPOXY COATED. SEE SPEC SECTION 09 96 00.

J. FINISHED FACE OF PRECAST PANELS TO BE SANDBLASTED UNLESS OTHERWISE NOTED.

1 PREFINISHED METAL OUTSIDE CORNER FLASHING BY SIDING MFG.

2 BUILDING SIGNAGE - DIMENSIONAL LETTER. SEE SPEC SECTION 10 14 00

3 DOOR SIGNAGE - REFER TO DOOR SCHEDULE

4 SCHEDULE 40 PIPE; UP TO 4'-0" A.F.F. - SEE SPEC SECTION 07 71 23



7 METAL SOFFIT PANELS - SEE REFLECTED CEILING PLAN & SECTION 07 46 19

8 EQUIPMENT RACK, VERIFY EXACT DIMENSIONS WITH EQUIPMENT SIZE

9 KNOX BOX VERIFY MOUNTING HEIGHT WITH FIRE DEPARTMENT PRIOR TOINSTALL

1/2" = 1'-0"1 NORTH ELEVATION

1/2" = 1'-0"2 EAST ELEVATION0'

SCALE : 1/2" = 1'-0"

2'1' 6'4' 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'

0'

SCALE : 1/2" = 1'-0"

2'1' 6'4' 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'

KEYED NOTES:1

EXTERIOR MATERIALS LEGEND:


LEVEL 1100'-0"

TOP PLATE110'-0"

AB BA301

A310

1

5B5B

F1

R1

R101

2'-0"2'-0"

5A

5A

LEVEL 1100'-0"

TOP PLATE110'-0"

21A

A301

5A

5B

5B

R1

F1

A310

2

2'-0"

2'-0"

R2

R2

4" / 12"

A310

3

1

2

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SHEET NO.

PROJECT ID: B35877

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CheckerAuthor

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B. SEE FLOOR PLANS FOR HORIZONTAL CONTROLS AND ADDITIONAL INFORMATION.

C. REFER TO EXTERIOR ELEVATIONS SHEETS.

D. REFER TO INTERIOR ELEVATIONS SHEETS.

E. SEE ROOM FINISH SCHEDULE FOR FINISH INFORMATION.

F. REFER TO STRUCTURAL DRAWINGS.



1/2" = 1'-0"A BUILDING SECTION

1/2" = 1'-0"B BUILDING SECTION0'

SCALE : 1/2" = 1'-0"

2'1' 6'4' 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'

KEYED NOTES:1


LEVEL 1100'-0"

A

F1

5B

5A

A500

C1

A500

E2

A500

D2

A500

C2

LEVEL 1100'-0"

2

F1

R1

A601

D3

A601

A3

5B

1

4" / 12"

R2

A500

E1

A500

B1

LEVEL 1100'-0"

TOP PLATE110'-0"

1

5B

5A

R2

R1

A500

E1

A500

A1

4" / 12"

2

3

4

5

6

F1

4'-0

"

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3315CRADER

IG

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SCOTT T. STEELE

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BEND, OREGON


ARCHITECTS


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686 N

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SHEET NO.

PROJECT ID: B35877

4/2

/2021

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DAOMS

18109.01

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B. SEE FLOOR PLANS FOR HORIZONTAL CONTROLS AND ADDITIONAL INFORMATION.

C. REFER TO EXTERIOR ELEVATIONS SHEETS.

D. REFER TO INTERIOR ELEVATIONS SHEETS.

E. SEE ROOM FINISH SCHEDULE FOR FINISH INFORMATION.

F. REFER TO STRUCTURAL DRAWINGS.

1 4" PERFORATED FOOTING DRAIN, TYP. CONNECT TO STORM DRAIN - SEE CIVILDRAWINGS




5 METAL PANEL SOFFIT - SEE SPEC SECTION 07 46 19

6 TYPE - C HIGH END PREFINISHED METAL FASCIA - SEE SPEC SECTION 07 62 00

1" = 1'-0"1 WALL SECTION

1" = 1'-0"2 WALL SECTION 0'

SCALE : 1" = 1'-0"

1'6" 3'2' 0'

SCALE : 1" = 1'-0"

1'6" 3'2'

KEYED NOTES:1

1" = 1'-0"3 WALL SECTION 03


PT-1

PT-1

R101

PT-1

11

PT-1

2

3

4

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SCOTT T. STEELE

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BEND, OREGON


ARCHITECTS


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686 N

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JOB NO.

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SHEET NO.

PROJECT ID: B35877

4/2

/2021

8:3

1:3

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18109.01

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1/2" = 1'-0"3 CONTROL ROOM - SOUTH

1/2" = 1'-0"4 CONTROL ROOM - WEST

1/2" = 1'-0"1 CONTROL ROOM - NORTH

1/2" = 1'-0"2 CONTROL ROOM - EAST

0'

SCALE : 1/2" = 1'-0"

2'1' 6'4' 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'

0'

SCALE : 1/2" = 1'-0"

2'1' 6'4' 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'


B. SEE ROOM FINISH SCHEDULE ON SHEET A620.

C. REFER TO DIVISION 09 SPECIFICATION SECTIONS FOR FINISH MATERIALS.

D. ALL WALLS TO BE PAINTED PT-1, UNLESS OTHERWISE NOTED.

E. ALL INTERIOR SEALANTS TO BE PAINTABLE OR TO MATCH COLOR OF ADJACENT SURFACE.

F. REFER TO DOOR SCHEDULE FOR DOOR FINISH.

G. REFER TO SPEC SECTION 06 01 00 FOR INSTALLATION OF PLYWOOD ON EXTERIOR WALLS WITH VAPOR BARRIERS. DO NOT CUT OR DAMAGE VAPOR BARRIER.

H. REFER TO FINISH SCHEDULE FOR ALL WALL COLORS.

I. PROVIDE BACKING AND BLOCKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT, AND AS INDICATED IN SPEC SECTION 06 01 00.

J. COORDINATE BACKING/BLOCKING REQUIRMENTS WITH FIXTURE AND EQUIPMENT MANUFACTURERS.

K. OWNER, ARCHITECT, AND CONTRACTOR TO REVIEW AND APPROVE ALL BACKING/BLOCKING PRIOR TO COVERING FRAMING. REFER TO SPEC SECTION 06 01 00.

1 KICK PLATE - SEE SPEC SECTION 08 71 00

2 TACKBOARD

3 P-LAM COUNTERTOP, SEE FINISH SCHEDULE

4 ANGLE BRACE - PROVIDE BLOCKING IN WALL AS NEEDED.

KEYED NOTES:1


WALL ASSEMBLY PER PLAN -SEE SHEET A010

METAL SIDING FASTENERPER MFG. SPEC

METAL SIDING FASTENERPER MFG. SPEC

BUTYL TAPE PER SIDINGMFG.

BUTYL TAPE PER SIDINGMFG.




TYPE K WALL OUTSIDECORNER





CONT. SEALANT OVER EXP. JT. FILLER AT ALL EXPOSED FACES TYP.

1 7/8"

6"

4"

4"

3"

93°

4 1/2"

4 1

/2"

1 1

/2"

1 1/2"

120°

120°



4" CONTINUOUS XPSINSULATION BOARD (R-20).

CONTINUOUS VAPORBARRIER


ROOF COVER BOARD, SEESPECS.

ROOF ASSEMBLY - SEESHEET A010

ROOF COVER BOARD, SEESPECS.

TYPE - B LOW ENDPREFINISHED METALFLASHING

PREFINISHED METAL PANELSOFFIT


TYPE -A PREFINISHEDMETAL GUTTER


WRB - SEE SPEC SECTION 07 25 00

PRECAST CONCRETE WALL PANEL, SEE SECTION 03 45 00

FOAM SILL SEAL - SEE SPEC SECTION 06 10 00

THRU-WALL FLASHING

1/2" WEEPS AT 24" O.C.

BITUMINOUS DAMPROOFING -SEE 07 11 13

FOUNDATION/FOOTING - SEE STRUCTURAL DRAWINGS

FILTER FABRIC SLEEVE OVER 4" DIA PERFORATED FOOTING DRAIN. CONNECT OUTFALL TO STORM DRAIN. SEE CIVIL DRAWINGS

PREFINISHED METALPANEL SOFFIT


TYPE D - PREFINISHEDMETAL RAKE FLASHING


CONTINUOUS VAPORBARRIER


FLASHING CLEAT

TYPE - B HIGH EAVE PREFINISHED METAL FASCIA - SEE SECTION 07 62 00







RAINSCREENATTACHMENT SYSTEM








RAINSCREEN ATTACHMENTSYSTEM



RAINSCREENATTACHMENT SYSTEM

WRB, SEE SPECS.

WRB, SEE SPECS.

PREFINISHED METALFLASHING, SEEFLASHING TYPE A.

4 1/2"


WALL ASSEMBLY PERPLAN - SEE SHEETA010


RAINSCREEN ATTACHMENTSYSTEM





WALL ASSEMBLY PER PLAN - SEE SHEET A010

METAL WALL PANELS - SEE EXTERIOR ELEVATIONS AND SECTION 07 46 19

WRB - SEE SECTION 07 25 00

SELF ADHERED MEMBRANE FLASHING

RAINSCREEN ATTACHMENT SYSTEM - SEE SECTION 07 46 19

PRE-FINSHED HEAD FLASHING - EXTEND TO COVER J-TRIM AT JAMBS

J-BOX - SEE ELECTRICAL DRAWINGS

WALL MOUNTED FIXTURE

PRE-FINISHED METAL SILL FLASHING

PRE-FINSHED BREAK METAL WRAP ALL SIDES OF 2x

10"x10" P.T. 2x

PROVIDE 'J' TRIM AT JAMB CONDITIONS

WALL ASSEMBLY PER PLAN

METAL WALL PANELS - SEE EXTERIOR ELEVATIONS

RAINSCREEN ATTACHMENT SYSTEM

2x6 BACKING, TYP. INSTALL PRIOR TO INTERIOR FINISH

ALUM. LETTER, TAP HOLES AND FASTEN TO CORROSION RESISTANT THREADED RODS

FASTEN THREADED CORROSION RESISTANT STEEL ROD, SECURELY TO 2x6 BACKING.

CORROSION RESISTANT NUTS WITH RUBBER WASHERS TO PROVIDE APPROPRIATE SPACING AT DIFFERENT METAL SIDING DEPTHS

1"

INSTALLER TO VERIFY THAT ALL METALS ARE COMPATIBLE WITH EACH OTHER

5"

4"

3 5

/8"

1"

100°

1/4

"

3/4

"1'-0 1

/2"

1"

1/2"

1/2

"

150°

108.43°

3 3/4"

1'-0 1

/2"

1"

1/2"

1/2

"

150°

1"

1'-3 1

/4"

6 1/2"

1/2"

1/2

"

150°

71.57°

WALL ASSEMBLY PER PLAN - SEE SHEET A010

METAL WALL PANELS - SEE EXTERIOR ELEVATIONS AND SECTION 07 46 19

WRB - SEE SECTION 07 25 00

SELF ADHERED MEMBRANE FLASHING

RAINSCREEN ATTACHMENT SYSTEM - SEE SECTION 07 46 19

PRE-FINSHED HEAD FLASHING - EXTEND TO COVER J-TRIM AT JAMBS

3 5/8" METAL STUD

PRE-FINISHED METAL SILL FLASHING

PROVIDE 'J' TRIM AT JAMB CONDITIONS

3 5/8" METAL STUD

RECESSED KNOXBOX MODEL 3200. ATTACH PER MANUFACTURER'S REQUIREMENTS

SOLID BACKING AS REQUIRED

P.T. BLOCKING AS REQUIRED

I

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3315CRADER

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TSRE

E

SCOTT T. STEELE

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OOFER

A

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BEND, OREGON


ARCHITECTS


AS

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686 N

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SHEET NO.

PROJECT ID: B35877

6 5 4 3 2 1

A

B

C

D

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A

B

C

D

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6 5 4 3 2 14

/2/2

021

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DAOMS

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DETAILS AND FLASHINGPROFILES

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1 1/2" = 1'-0"B2 METAL SIDING - CORNER

1 1/2" = 1'-0"A2

PRECAST CONCRETEWAINSCOT - CORNER

3" = 1'-0"E3 TYPE J - WALL BASE FLASHING

3" = 1'-0"D3 TYPE K - WALL OUTSIDE CORNER

1 1/2" = 1'-0"E1 TYP. EAVE DETAIL

1 1/2" = 1'-0"C2 WALL - BASE OF WALL

1 1/2" = 1'-0"C1 RAKE DETAIL

1 1/2" = 1'-0"D1 TYP. EAVE DETAIL

1 1/2" = 1'-0"B1 WALL - TOP OF WALL

1 1/2" = 1'-0"A1 WALL TOP OF WALL

1 1/2" = 1'-0"D2

WALL - MTL. SIDING TOCONC. PANELTRANSITION

1 1/2" = 1'-0"E2 WALL - TOP OF WALL

3" = 1'-0"B3 EXTERIOR WALL MOUNTED FIXTURE

3" = 1'-0"A3 LETTER SIGNAGE ATTACHMENT

3" = 1'-0"E4 TYPE - A GUTTER DETAIL

3" = 1'-0"D4 TYPE B - LOW END EAVE FLASHING

3" = 1'-0"B4 TYPE D - RAKE FLASHING

3" = 1'-0"C4 TYPE C - HIGH END EAVE FLASHING


3" = 1'-0"B5 KNOX BOX MOUNTING DETAIL

2HOLLOW METALFRAME, PAINT

1

HOLLOW METALPANEL, PAINT

10"

@ EDGES2" TYP.

FLUID APPLIED MEMBRANEAIR BARRIER, SEE SPECS.FLUID APPLIED MEMBRANEAIR BARRIER, SEE SPECS.

SEALANT AND BACKER RODCONT. BOTH SIDES.

HOLLOW METAL FRAME,PAINT.

SILICONE CAULKING

2"2"

MTL. J TRIM, CONT.

5/8" TYPE "X" GYP. BD.

18 GA PREFINISHED METALFLASHING.

PREFINISHED JAMB TRIMWITH HEMMED EDGE.

PRE-FINISHED, FACTORYFORMED METAL WALLPANEL.7/8" X 18 GA, GALV. STEELHAT CHANNEL WITH .2" X1.75" SLOTTED VENTS.HORIZ. @ 24" O.C.

WA

LL T

YP

ES

VA

RIE

S, S

EE

PRE-FINISHED, FACTORYFORMED METAL WALLPANEL.

7/8" X 18 GA, GALV. STEELHAT CHANNEL WITH .2" X1.75" SLOTTED VENTS.HORIZ. @ 24" O.C.

FLUID APPLIED MEMBRANEAIR BARRIER, SEE SPECS.FLUID APPLIED MEMBRANEAIR BARRIER, SEE SPECS.

SEALANT AND BACKER RODCONT. BOTH SIDES.HOLLOW METAL FRAME,PAINT.

M PREFINISHED METALFLASHING WITH CONTHOLD-DOWN CLEAT

SILICONE CAULKING

2"

WALL TYPES

VARIES, SEE

1/2

" M

AX

.

DOOR. SEE DOOR SCHEDULE.

WEATHERSTRIP.

SLOPE 1%-2%

GSM FLASHING PAN W/ TURN DOWN @ FACE OF MAT SLAB.

SET THRESHOLD IN 2 CONT. 1/2" BEDS OF SILICONE SEALANT

CONT. BUTYL TAPE UNDER ENTIRE THRESHOLD

UNDER-SLAB VAPORBARRIER, SEE SPECSECTION 03 30 00

BACKER ROD W/ SEALANT

1/2" FIBER EXPANSIONJOINT FILLER. CONT. @PERIMETER.

2"

RIGID INSULATION -TAPER TOP. SEESECTION 07 21 00

WRB, SEE SPECS.

SELF ADHEREDMEMBRANE FLASHING

HOLLOW METAL DOORAND FRAME

WALL ASSEMBLY PERPLAN - SEE SHEETA010

WAINSCOTATTACHMENT CLIP -SEE STRUCTURALDRAWINGS & SPECSECTION 03 45 00

5/8" 4"

1"

2"

3"

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3315CRADER

IG

TSRE

E

SCOTT T. STEELE

G

OOFER

A

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NO

TS

BEND, OREGON


ARCHITECTS


AS

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CIA

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EC

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LLC

686 N

W Y

OR

K D

RIV

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541.3

82.9

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85.8

816

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@ste

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h.c

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

4/2

/2021

8:3

1:4

1 A

M

A601

DAOMS

18109.01

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DOOR SCHEDULE &LEGEND

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1/4" = 1'-0"2 LEGEND - FRAME TYPES

1/4" = 1'-0"1 LEGEND - DOOR TYPES

DOOR & FRAME SCHEDULEDOOR NO.

DOOR SIZE

THICKNESS

DOOR PANELMATERIAL FINISH GLAZING

HARDWAREGROUP FIRE RATING

FRAME FRAMEMATERIAL FRAME FINISH HEAD JAMB THRESHOLD SIGNAGE TYPE SIGNAGE TEXT COMMENTSWIDTH HEIGHT TYPE TYPE

R101 6'-0" 7'-0" 1 3/4" 1 HM P N/A 22 2 HM P 5/A601 4/A601 A3/A601 PAINTED LETTERS "DANGER! ELECTRICAL EQUIPMENTAUTHORIZED PERSONNEL ONLY"

MINIMUM 4" TALL WITH CONTRASTING COLOR. REFER TO EXTERIOR ELEVATIONS.

GENERAL NOTES:A. REFER TO SPEC SECTION 07 71 00 AND SHEET A601 FOR HARDWARE GROUPS

WITH DOOR PROFILE, SIZE AND CONSTRUCTION.

B. ALL GLAZING IN DOORS AND SIDELIGHTS TO BE IG-2 CLEAR SAFETY GLAZING CONFORMING TO THE REQUIRMENTS OF OSSC 2406. SEE SPEC SECTION 08 00 00.

C. PAINT ALL HOLLOW METAL DOORS AND FRAMES PER SPEC SECTION 08 11 13 (EXTERIOR PAINT) AND 09 91 13 (INTERIOR PAINT). FINISH SCHEDULE AS INDICATED ON ELEVATIONS.

D. PROVIDE ASPHALTIC EMULSION COATING TO INTERIOR SURFACES OF HOLLOW METAL FRAMES, GROUTED OR UN-GROUTED, PER SPEC SECTION 08 11 13.

E. DIMENSIONS LISTED ARE NOMINAL DIMENSIONS OF DOOR LEAF. COORDINATE ACTUAL ROUGH OPENING DIMENSIONS WITH DOOR FRAME AND ROUGH OPENING.

F. ALL DOOR FRAMES TO BE PAINTED TO MATCH ADJACENT WALL PAINT COLOR WITH SEMI-GLOSS SHEEN. SEE ROOM FINISH SCHEDULE.

G. VISION LITES SHALL HAVE THE BOTTOM OF THE PANEL 43" MAXIMUM ABOVE FINISHED FLOOR PER ANSI A117.1 SECTION 404.2.10.

H. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUC HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR.

I. THE FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: a. INTERIOR HINGED DOOR: 5.0 POUNDS MAXIMUM.b. SLIDING OR FOLDING DOOR: 5.0 POUNDS MAXIMUM.

J. ROOM NUMBERS INDICATED IN DOOR SCHEDULE ARE SUBJECT TO CHANGE. CONFIRM ROOM NAMES & NUMBERS WITH OWNER PRIOR TO FABRICATION. SEE SPEC SECTION 10 14 00.

K. CONDUCT MEETING WITH OWNER, DOOR HARDWARE SPECIALIST, AND IT'S TECHNICIANS TO CONFIRM WHICH DOORS ARE TO RECEIVE ACCESS CONTROL SYSTEMS.

L. PREPARE WRITTEN NARRATIVE FOR PROGRAM REQUIRMENTS AT FRONT ENTRIES TO VERIFY EXPECTED OPERATION OF ALL SECURITY RELATED DOORS.

M. PROVIDE BOXES CONDUIT, WIRE AND PULL CORDS FOR FUTURE CARD READERS AT ALL EXTERIOR DOORS IDENTIFIED TO RECEIVE FUTURE CARD READERS, AND AT INTERIOR MDF/IDF ROOMS.

N. PROVIDE POWERED ACCESS MECHANISM AND ACTUATOR AT ONE EXTERIOR AND ONE INTERIOR MAIN ENTRY VESTIBULE DOORS.

O. REFER TO SHEET A570 FOR TYPICAL DOOR DETAILS.

P. SEE GLAZING TYPE NOTE ON SHEET A601.

3" = 1'-0"B3 DOOR - HM JAMB @ METAL PANEL

3" = 1'-0"D3 DOOR - HM HEAD @ METAL PANEL

3" = 1'-0"A3 DOOR THRESHOLD DETAIL

3" = 1'-0"C3 DOOR - HM JAMB @ CONC. PANEL


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BEND, OREGON


ARCHITECTS


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PROJECT ID: B35877

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BASIS OF DESIGN INDICATED BELOW. SEE SPECIFICATIONS. SUBSTITUTIONS MUST BE APPROVED BY ARCHITECT.

FINISH LEGEND

SYM. DESCRIPTION MANUFACTURER MODEL COLOR NOTES

BASE

B-1 Vinyl Wall Base Roppe. 174 Smoke 6"- Typical

EXTERIOR

CP Precast Concrete Panel - - -

MP1 METAL PANEL Taylor Metal Products Contour, C-8 SRI-26 Pacific Blue

MR Metal Roof Taylor Metal Products MS-200 SRI-22 Dark Bronze

MS Metal Soffit Taylor Metal Products Lifetime Soffit SRI-22 Dark Bronze

PC Powder coat paint for Bollards Tiger Coatings RAL 7005 RAL 7005 Smooth Matte Finish

FLOOR

SC Sealed Concrete - - -

PAINT

PT1 Field Paint MDC Wall SX 9169 4495 On Thin Ice Professional Paint

PT2 Interior Trim & Exterior Paint Sherwin Williams SW 7645 Thunder Gray Satin Latex Finish

1/2" = 1'-0"1 FINISH PLAN 0'

SCALE : 1/2" = 1'-0"

2'1' 6'4'n


B. REFER TO DIVISION 9 SPECIFICATION SECTIONS.

C. REFER TO SPEC SECTION 09 92 13 FOR ITEMS TO BE PAINTED, AND FOR ITEMS THAT ARE NOT TO RECEIVE FIELD PAINT FINISHES.

D. ALL DOOR FRAMES TO BE PAINTED PT-1, GLOSS FINISH.

E. REFER TO DOOR HARDWARE SPEC SECTION 08 71 00 AND DOOR SCHEDULE ON SHEET A601 FOR HARDWARE COLOR/FINISH.

F. REFER TO INTERIOR ELEVATIONS FOR EXTENT OF MATERIALS CALLED OUT FOR EACH WALL ON THE ROOM FINISH SCHEDULE.

G. REFER TO SHEET A540 FOR TYPICAL FLOOR FINISH DETAILS.

H. PROVIDE BACKING AND BLOCKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT, AND AS INDICATED IN SPEC SECTION 06 10 00.

I. COORDINATE BACKING/BLOCKING REQUIRMENTS WITH FIXTURE AND EQUIPMENT MANUFACTURERS.

J. OWNER, ARCHITECT AND CONTRACTOR TO REVIEW AND APPORVE ALL BACKING/BLOCKING PRIOR TO COVERING FRAMING, SEE SPEC SECTION 06 10 00.

ROOM FINISH SCHEDULE

NUMBER NAMEFLOORFINISH BASE FINISH NORTH WALL EAST WALL SOUTH WALL WEST WALL COMMENTS

LEVEL 1

101 CONTROL ROOM SC B-1 PT1/ PW PT1/ PW PT1/ PW PT1/ PW PAINT BOTH SIDES AND ALL EDGES OF PLYWOOD PANELS.

PROJECT


COMPLETE LEGEND

J# AT XX" OC

- INDICATES BEAM TYPE, REF BEAM SCHEDULE

- INDICATES DIRECTION DECK OR SHEATHING TO SPAN

- INDICATES JOIST TYPE AND SPACING, REF PLANS & JOIST FRAMING SCHEDULE

B-

- INDICATES SHEAR WALL TYPE. REF SHEAR WALL SCHEDULE ON S100

- INDICATES HOLDOWN TYPE. REF HOLDOWN SCHEDULE ON S100

- INDICATES WOOD SHEATHED SHEAR WALL

- INDICATES BEARING WALL

- INDICATES DIRECTION TIMBER TO SPAN

- INDICATES KEYED NOTE

- INDICATES FOOTING TYPE, REF SCHEDULE

- INDICATES CHANGE IN SLOPE

- INDICATES STEP IN ELEVATION

-

XX PSF

XX'-XX"

- INDICATES MECHANICAL UNIT

- INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS FOR LOAD & EXTENT.

- INDICATES COLD JOINT, REF DETAIL B

- INDICATES STRUCTURAL COLUMN STARTING AT THIS LEVEL. REF COLUMN SCHEDULE

XX-

- INDICATES CONCRETE WALL

- INDICATES COLUMN ABOVE

- INDICATES COLUMN BELOW

- INDICATES INTERIOR STRUCTURAL STUD WALL

- INDICATES HEADER TYPE, REF HEADER SCHEDULE

H-

W21X50 (45) C=3/4"

- INDICATES CAMBER AT MIDSPAN OF BEAM

- INDICATES NUMBER OF 3/4" DIA x X" HDD STUDS EQUALLY SPACED (TO BE FIELD WELDED)

- INDICATES BEAM SIZE.

- INDICATES ELEVATION

- INDICATES CMU WALL

L- - INDICATES LINTEL TYPE. REF SCHEDULE

XX-

- INDICATES INTERIOR ARCH WALL

CJ

-

-

-

W-

- INDICATES EXTERIOR STRUCT WALL

- | -

-

- | - INDICATES DIFFERENT HOLDOWN TYPES AT EACH END OF SHEAR WALL

/B2 S501

ROOF

ROOFFRAMING

PLAN

LEVEL 1

FOUNDATIONPLAN

17700 SW Upper Boones Ferry Rd. Suite #115Portland, Oregon 97224Office: (503) 624-7005

froelich-engineers.com |Portland, OR. | Bend, OR. | Denver, CO.


ARCHITECTS


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PROJECT ID: B35877

FE# 18-B162

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ODOT - CCMS - RADIO SUPPORT BLDGBID SET - APRIL 07, 2021

Sheet Number Sheet Name

S000 COVER SHEET

S001 GEN. STRUCT'L. NOTES & SPECIAL INSPECTION TABLES

S100 FOUNDATION AND ROOF FRAMING PLAN

S501 FOUNDATION DETAILS

S601 FLOOR FRAMING DETAILS

S701 ROOF FRAMING DETAILS

GYP BD GYPSUM BOARDGYP GYPSUM

CUST CUSTOM GT GIRDER TRUSS OC ON CENTER TAN TANGENTCU CUBIC GR GRADE T AND G TONGUE AND GROOVECTSK COUNTERSINK GND GROUND NTS NOT TO SCALE T AND B TOP AND BOTTOMCTRL CONTROL GLB GLU-LAMINATED BEAM NOM NOMINALCTR CENTER GL GLU-LAMINATED NO NUMBER SYM SYMMETRICALCORR CORRIDOR GEN GENERAL NIC NOT IN CONTRACT SUSP SUSPENDEDCONT CONTINUOUS GC GENERAL CONTRACTOR N NORTH STRUCT STRUCTURALCONSTR CONSTRUCTION GALV GALVANIZED STL STEELCONN CONNECTION GA GAUGE MUL MULLION STIFF STIFFENERCOND CONDITION MTL METAL STD STANDARDCONC CONCRETE FUT FUTURE MISC MISCELLANEOUS SS STAINLESS STEELCOMP COMPOSITE, COMPENSATION FURRG FURRING MIN MINIMUM SQ SQUARECOL COLUMN FTG FOOTING MFR MANUFACTURER, MANUFACTURED SPEC SPECIFICATION, SPECIFICATIONSCMU CONCRETE MASONRY UNIT FT FOOT, FEET MEZZ MEZZANINE SOG SLAB ON GRADECLR CLEAR FRT FIRE RETARDANT TREATED MECH MECHANICAL SL SNOW LOADCLG CEILING FRR FIRE RESITANCE RATED MB MACHINE BOLT SIMP SIMPSON STRONG TIECL CENTER LINE FRM FRAMED, FRAMING MAX MAXIMUM SIM SIMILARCJ CONTROL JOINT FR FIRE RATED, FIRE RESISTIVE MANUF MANUFACTURER, MANUFACTURED SHTG SHEATHINGCIP CAST IN PLACE FOS FACE OF STUD SHT SHEETCGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LVL LAMINATED VENEER LUMBER SGL SINGLECEM CEMENT, CEMENTITIOUS FOF FACE OF FINISH LT WT LIGHTWEIGHT SF SQUARE FEET

FOC FACE OF CONCRETE LSL LAMINATED STRAND LUMBER SECT SECTIONBU BUILT-UP FLR FLOOR LONG LONGITUDINAL SE STRUCTURAL ENGINEERBSMT BASEMENT FIN FINISH LNTL LINTEL SCHED SCHEDULEBRK BRICK FFE FINISH FLOOR ELEVATION LLV LONG LEG VERTICALBRG BEARING FF FINISH FLOOR LLH LONG LEG HORIZONTAL RO ROUGH OPENINGBRDG BRIDGE, BRIDGING FE FROELICH ENGINEERS LL LIVE LOAD REV REVISIONBP BASE PLATE FDTN FOUNDATION LIN FT LINEAL FEET, LINEAR FOOTAGE REQD REQUIREDBOW BOTTOM OF WALL FB FLAT BAR LIN LINEAR REQ REQUIREMENTS, REQUIREDBOT/BTM BOTTOM FAB FABERICATIONS / FABRICATED LF LINEAL FEET, LINEAR FOOTAGE REINF REINFORCED, REINFORCINGBOC BOTTOM OF CURB F OF F FACE TO FACE LB POUND REF REFERENCE WWF WOVEN WIRE FABRICBM BEAM LAT LATERAL RD ROOF DRAIN WT WEIGHTBLKG BLOCKING EXT EXTERIOR LAM LAMINATE, LAMINATED RCP REFLECTED CEILING PLAN WS WATERSTOPBLK BLOCK EXPO EXPOSED L ANGLE, LEFT, LENGTH RAD RADIUS WR WATER RESISTANT, WATER RESISTIVEBLDG BUILDING EXP EXPANSION WF WIDE FLANGE (STRUCTURAL STEEL)BKR BACKER EXIST EXISTING KIP KILOPOUND (1000 POUNDS) QTY QUANTITY WD WOODBEV BEVEL EW EACH WAY K KILOPOUND (1000 POUNDS) W/O WITHOUTBD BOARD ES EACH SIDE PT PRESERVATIVE TREATED,... W/ WITHBALC BALCONY EQPT EQUIP JT JOINT, JOINTS PSL PARALLEL STRAND LUMBER

EQ EQUAL JST JOIST PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELDAWS AMERICAN WELDING SOCIETY EOR ENGINEER OF RECORD PSF POUNDS PER SQUARE FOOT VFY VERIFYAVG AVERAGE ENGR ENGINEER INT INTERIOR PREFIN PREFINISHED VERT VERTICALASTM AMERICAM SOCIETY FOR TESTING AN... ELEV ELEVATOR INSUL INSULATION PREFAB PREFABRICATEDARCH ARCHTECTURE EIFS EXTERIOR INSULATED FINISH SYSTEM INSP INSPECTION PNL PANEL UTIL UTILITYAPPROX APPROXIMATELY INFO INFORMATION PLWD PLYWOOD UNO UNLESS NOTED OTHERWISEALUM ALUMINUM DWL DOWEL IN INCH, INCHES PLF POUNDS PER LINEAL FOOTALT ALTERNATE DWGS DRAWINGS ID INSIDE DIAMETER PL PLATE TYP TYPICALAFF ABOVE FINISH FLOOR DWG DRAWING ICF INSULATED CONCRETE FORMS PERP PERPENDICULAR TRANSL TRANSLUCENTAESS ARCHITECTURALLY EXPOSED... DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PE PROFESSIONAL ENGINEER TRANS TRANSVERSEADJ ADJUST, ADJUSTABLE DKG DECKING PERIM PERIMETER TOW TOP OF WALLADD ADDENDUM, ADDITION DIM DIMENSION HVAC HEATING, VENTILATION, AIR... PERF PERFORATE, PERFORATED,... TOS TOP OF SLAB, TOP OF STEELACI AMERICAN CONCRETE INSTITUTE DIAPH DIAPHRAGM HT HEIGHT PCF POUNDS PER CUBIC FOOT TOPV TOP OF PAVEMENTAB ANCHOR BOLT DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PC PRECAST TOP TOP OF PIER, TOP OF PLATE

DIA DIAMETER HORIZ HORIZONTAL PAF POWDER ACTUATED FASTENERS TOL TOLERANCE(N) NEW DF DOUG FIR (DOUGLAS FIR) HM HOLLOW METAL P/L PROPERTY LINE TOL TOP OF LINTEL, LANDING(E) EXISTING DET DETAIL HEX HEXAGONAL TOJ TOP OF JOIST@ AT DEPT DEPARTMENT HDR HEADER OSWJ OPEN WEB STEEL JOIST TOF TOP OF FOOTING ' FEET DEMO DEMOLITION HDD HEADED ANCHOR STUD OPP OPPOSITE, OPPOSITE HAND TOC TOP OF COLUMN, TOP OF CURB& AND DEFL DEFLECTION HCP HOLLOW CORE PLANK OPNG OPENING TOB TOP OF BEAM# NUMBER, POUND DBL DOUBLE HC HOLLOW CORE OH OVERHEAD THRD THREADED" INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OD OUTSIDE DIAMETER THK THICK

FOUNDATION AND FRAMING PLAN CUTS - ELEVATION DIAGRAM


PROJECT DESCRIPTION:

● SMALL LIGHT-GAUGE FRAMED BUILDING

● CONCRETE SLAB-ON-GRADE

● TYPICAL SPREAD FOOTINGS

GENERAL:

1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS) INTO THEIR WORK.

2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PROVIDED ON STRUCTURAL DRAWINGS WITH ALL DISCIPLINES INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL, GEOTECHNICAL ENGINEER, AND CIVIL ENGINEER PRIOR TO CONSTRUCTION.

5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING.

CODE REQUIREMENTS:

1. CONFORM TO THE 2019 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED UPON THE 2018 INTERNATIONAL BUILDING CODE (IBC).

2. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC.

TEMPORARY CONDITIONS:

1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT REQUIRED AS A RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES.

2. CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.

EXISTING CONDITIONS:

1. ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS.

DESIGN CRITERIA:

1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, WITH LIVE LOADS (LL) REDUCED IN ACCORDANCE WITH THE IBC:

DESIGN CRITERIA

GEOTECHNICAL CRITERIA

DESIGN BASED ON GEOTECHNICAL REPORT BY:

SHANNON & WILSON, INC. DATED 12/5/2018

ALLOWABLE SOIL BEARING PRESSURE

2,500 PSF (INCREASE 33 PERCENT FOR LOAD COMBINATIONS INCLUDING WIND AND SEISMIC)

LIVE LOAD CRITERIA

FLOOR LIVE LOADS UNIFORM LOAD (PSF)CONCENTRATED LOAD

(LBS)

STORAGE (LIGHT) 125 2000

SIDEWALKS AND DRIVEWAYS 250 8000

SNOW CRITERIA

DESIGN ROOF SNOW LOAD 20 PSF MINIMUM IN ACCORDANCE WITH THE OSSC

SNOW DRIFT PER OSSC AS SHOWN ON PLANS (IN ADDITION TO DESIGN ROOF SNOW LOAD, NOT FLAT ROOF SNOW LOAD)

GROUND SNOW LOAD Pg = 1 PSF IN ACCORDANCE WITH 2013 SNOW LOAD

ANALYSIS FOR OREGON

FLAT ROOF SNOW LOAD P f = 20 PSF

SNOW EXPOSURE FACTOR Ce

= 1.0

SNOW LOAD IMPORTANCE FACTOR I

s= 1.2

THERMAL FACTOR C t = 1.1

WIND CRITERIA

MAIN WIND FORCE RESISTING SYSTEM

130 MPH BASIC WIND SPEED

COMPONENTS AND CLADDING 130 MPH BASIC WIND SPEED

EXPOSURE CATEGORY C

GUST/INTERNAL PRESSURE GC pi = +/- 0.18

SEISMIC CRITERIA

RISK CATEGORY IV

SITE CLASS D

IMPORTANCE FACTOR I e = 1.50

SEISMIC DESIGN CATEGORY D

MCE SPECTRAL ACCELERATIONS

SS

= 1.759 S1

= 0.843

SITE COEFFICIENTS Fa

= 1.000 FV

= NULL

DESIGN SPECTRAL ACCELERATIONS S

DS= 1.172 S

D1= NULL

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE, REF ASCE 7-16 SECTION 12.8

NORTH-SOUTH DIRECTION EAST-WEST DIRECTION

SEISMIC LOAD RESISTING SYSTEM LIGHT-FRAME WALLS SHEATHED

WITH STEEL SHEETS

LIGHT-FRAME WALLS SHEATHED WITH STEEL

SHEETS

RESPONSE MODIFICATION FACTOR R = 6.5 R = 6.5

SEISMIC RESPONSE COEFFICIENT C

S= 0.271 C

S= 0.271

DESIGN BASE SHEAR BLDG 2V = 3.3 kips V = 3.3 kips

REDUNDANCY FACTORrho = 1.3 rho = 1.3

STRUCTURAL OBSERVATION:

1. THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATIONS BASED ON THE REQUIREMENTS OF THE IBC AT THE STAGES OF CONSTRUCTION LISTED BELOW. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SER TO PERFORM THESE OBSERVATIONS:

STRUCTURAL OBSERVATIONS

CONSTRUCTION PHASEOBSERVATION

BY SERCOMMENTS

PRIOR TO CONCRETE POUR X REF. FOOTNOTE A, B, C

AS REQUIRED TO ADDRESS STRUCTURAL ISSUES

X REF. FOOTNOTE A, B

A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE WITH THE STRUCTURAL DRAWINGS. SPECIAL INSPECTIONS AND TESTING ARE STILL REQUIRED.

B. A FIELD REPORT WILL BE SUBMITTED TO THE ARCHITECT AND CPM FOLLOWING EACH VISIT.

C. STRUCTURAL OBSERVATION TO OCCUR AFTER THE REINFORCING STEEL HAS BEEN INSTALLED.

SPECIAL INSPECTION AND TESTING:

1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S001. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.

SUBMITTALS:

1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE FABRICATION AND CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING:

SUBMITTALS

ITEMSUBMITTAL

(A, D)

DEFERRED SUBMITTAL

(B, D)COMMENTS

CONCRETE MIX DESIGNS X

CONCRETE REINFORCEMENT X

REINFORCING STEEL MILL CERTS

X

SLAB-ON-GRADE CONTROL JOINT LAYOUT

X

A. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. ANY MODIFICATIONS TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD.

B. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED UPON THE REQUIREMENTS OF THE IBC AND AS NOTED UNDER “DESIGN CRITERIA.”

C. THE CONTRACTOR SHALL COORDINATE THE VERTICAL AND SEISMIC RESTRAINTS OF MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-16 CHAPTER 13 AND BE DESIGNED BY AN PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.

D. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM, OR ADD TO, THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. ANY SUCH DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD.

E. THE DELEGATED DESIGNER SHALL, IN CONJUNCTION WITH THE GENERAL CONTRACTOR, COORDINATE THE VERTICAL AND SEISMIC RESTRAINTS AND LOADING OF EQUIPMENT WITH THE STRUCTURE. CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO IBC AND ASCE 7 AND BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.

F. SHOP DRAWINGS SHALL BE GENERATED AND ORIGINATE FROM THE CONTRACTOR. STRUCTURAL AUTOCAD/REVIT BACKGROUNDS WILL NOT BE RELEASED BY FE AND MAY NOT BE USED FOR THE GENERATION OF SHOP DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO GENERATE THEIR SHOP DRAWINGS.

CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO “ACI 318--BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE.

2. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, UNLESS NOTED OTHERWISE, AND SHALL BE AS FOLLOWS:

CONCRETE STRENGTHS

DESCRIPTION f'c (PSI)

WATER -CEMENT RATIO BY WEIGHT

ENTRAINED AIR

(PERCENT)OTHER

FOOTINGS, STEMWALLS 4,000 0.53 2 +/- 1.5

INTERIOR SLAB-ON-GRADE 4,500 0.48

NOTES:

A. VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS.

B. CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT CONFORMING TO ASTM C150 FOR TYPE I, OR TYPE II.

C. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260.

D. LIMITS ON CEMENTITIOUS MATERIALS FOR CONCRETE ASSIGNED TO EXPOSURE CLASS F3:

CEMENTITIOUS MATERIALSMAXIMUM PERCENT OF TOTAL

CEMENTITIOUS MATERIALS BY MASS

FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618

25

SLAG CEMENT CONFORMING TO ASTM C989

50

SILICA FUME CONFORMING TO ASTM C1240

10

TOTAL OF FLY ASH OR OTHER POZZOLANS AND SILICA FUME

35

TOTAL OF FLY ASH OR OTHER POZZOLANS, SLAG CEMENT, AND SILICA

FUME50

3. MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS:

MINIMUM CEMENT CONTENT

f'c (PSI)MINIMUM CEMENT CONTENT PER CUBIC

YARD

3,000 470 LBS.

4,000 550 LBS.

5,000 630 LBS.

NOTES:

A. FLYASH CONFORMING TO ASTM C618 “TYPE F,” OR “TYPE C” MAY BE USED TO REPLACE UP TO 20 PERCENT OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.

4. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA COMPLIANT WITH ACI-318 CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE.

5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER.

6. A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 "TYPE F, OR TYPE "G" MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES.

7. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER PRACTICAL. CONSTRUCTION JOINTS IN BEAMS, JOISTS, AND SLABS SHALL BE LOCATED AT MID-SPAN WITH REINFORCING CONTINUING THROUGH AS IF THE JOINT DID NOT OCCUR. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY BETWEEN COLUMNS OR PILASTERS.

8. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION AND CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE. THE JOINTS SHALL BE LOCATED AT MAXIMUM 12'-0" ON-CENTER EACH WAY FORMING RECTANGLES WITH A LENGTH TO WIDTH RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION. CONTROL JOINTS SHALL INTERSECT AT COLUMN BLOCKOUTS, AT ENDS OF BEARING WALLS, AND AT ALL RE-ENTRANT CORNERS IN THE SLAB.

9. ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.

10. ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE HAND SET, OR WET SET.

11. ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE SECTION 7.5.

12. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE.

13. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE.

14. PREPARATION, CONSTRUCTION AND PROTECTION OF CONCRETE DURING COLD WEATHER OR HOT WEATHER SHALL CONFORM TO ACI 318 5.12, 5.13 AND ACI 306R AND 305R.

15. FIBERMESH SHALL BE INCLUDED IN THE CONCRETE MIX. FIBERMESH 300 FIBRILLATED MICROFIBER MANUFACTURED BY SIKA SHALL BE USED. DOSAGE SHALL BE 1.5LB PER CUBIC YARD.

REINFORCING STEEL:

1. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE TO “ACI 318—BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND “ACI 315—MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.”

2. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:

REINFORCING SPECIFICATIONS AND GRADES

USEASTM SPECIFICATION AND

GRADE

ALL OTHER REINFORCEMENT ASTM A615, GRADE 60

A) THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED fy BY MORE THAN 18,000 PSI

B) THE RATIO OF THE ACTUAL TENSILE STRENGTH TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25

C) SUPPORTING MILL CERTS OF THE REBAR SUPPLIED ON THE PROJECT IS PROVIDED FOR REVIEW

3. REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS, SLABS, AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS, OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE “CRSI MANUAL OF STANDARD PRACTICE,”MSP-1.

4. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT, OR COATINGS OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE.

5. REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

6. “WET SETTING” OF REINFORCING STEEL, ANCHOR RODS, EMBEDDED PLATES AND INSERTS IS NOT PERMITTED.

7. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE LOCATIONS.

8. THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING STEEL:

TYPICAL LAP SPLICE SCHEDULE (IN)

BAR SIZE3,000 PSI 4,000 PSI 5,000 PSI

TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS

#3 28 22 24 19 22 17

#4 37 29 32 25 29 22

#5 47 36 40 31 36 28

#6 56 43 48 37 43 33

#7 81 63 70 54 63 49

#8 93 72 80 62 72 55

#9 105 81 91 70 81 63

#10 118 91 102 79 91 70

#11 131 101 113 87 101 78

NOTES:

A. FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4.

B. TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". CONTACT ENGINEER OF RECORD IF CONDITIONS VARY.

C. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR.

D. VALUES ARE FOR UNCOATED BARS.

9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL:

MINIMUM CONCRETE COVER (CAST-IN-PLACE)

USE COVER

BEAM, JOIST AND COLUMN BARS 2" (TO STIRRUPS, OR TIES)

SLAB BARS 2"

INTERIOR WALL FACES(NOT EXPOSED TO EARTH, OR WEATHER)

2" (#11 AND SMALLER)

EXTERIOR WALL FACES(EXPOSED TO EARTH, OR WEATHER)

2" (#5 AND SMALLER)

2" (#6 AND LARGER)

CONCRETE CAST AGAINST EARTH 3"

10. PROVIDE #5 CARRIER BAR AT 3’-0” MAX SPACING FOR ALL SLAB, JOIST, AND WALL REINFORCING NOT SUPPORTED BY OTHER TRANSVERSE REINFORCEMENT.

11. PROVIDE "CORNER" BAR AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE, NUMBER AND SPACING TO HORIZONTAL REINFORCING. SIZE CORNER BAR TO PROVIDE A FULL LAP WITH HORIZONTAL REINFORCEMENT ON EACH LEG.

CONCRETE ACCESSORIES:

1. PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. EMBEDDED ITEMS SHALL NOT BE LOADED, NOR SHALL WELDS BE APPLIED, FOR A MINIMUM OF 7-DAYS AFTER CASTING OF CONCRETE.

2. APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS:

APPROVED POST-INSTALLED CONCRETE ANCHORS

TYPE ANCHOR ICC REPORT

CONCRETE SCREW

SIMPSON TITEN HD ICC ESR-2713

DEWALT SCREW-BOLT+ ICC ESR-3889

HILTI KWIK HUS-EZ ICC ESR-3027

EPOXY ADHESIVE

SIMPSON SET-3G ICC ESR-4057

DEWALT PURE110+ ICC ESR-3298

HILTI HIT-RE 500V3 ICC ESR-3814

ACRYLIC ADHESIVE

SIMPSON AT-XP IAPMO UES ER-263

DEWALT AC200+ ICC ESR-4027

HILTI HY 200 ICC ESR-3187

EXPANSION

SIMPSON STRONG-BOLT II ICC ESR-3037

DEWALT POWER STUD + SD2 ICC ESR-2502

HILTI KWIK BOLT-TZ ICC ESR-1917

NOTES:

A. ANCHOR LOCATIONS AND REQUIREMENTS SHALL CONFORM TO THOSE NOTED SPECIFICALLY ON THE STRUCTURAL DRAWINGS. ALL OTHER LOCATIONS REQUIRE PRIOR APPROVAL.

B. ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC REPORT AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.

C. REINFORCEMENT SHALL NOT BE CUT IN NEW, OR EXISTING CONCRETE DURING INSTALLATION OF POST-INSTALLED ANCHORS.

D. ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, OR HOT-DIPPED GALVANIZED.

3. ADHESIVE ANCHORS SHALL BE INSTALLED ONLY IN DRY, HAMMER-DRILLED HOLES.

4. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED ONLY BY ACI/CRSI CERTIFIED ADHESIVE ANCHOR INSTALLERS.

5. ADHESIVE ANCHOR INSTALLATIONS IN HORIZONTAL, UPWARDLY INCLINED, AND OVERHEAD ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM. PLACE ADHESIVE RETAINING CAP IN THE HOLE AFTER ADHESIVE INJECTION.

6. ADHESIVE ANCHOR INSTALLATIONS EXCEEDING 10" EMBEDMENT IN DOWNWARD INCLINED, AND DOWNWARD ORIENTATIONS SHALL UTILIZE ADHESIVE MANUFACTURER'S PISTON PLUG AND TUBING DELIVERY SYSTEM.

LIGHT GAGE STEEL FRAMING:

1. METAL STUDS SHALL BE C-STUDS WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 33 AND 43 MILS AND 50 KSI FOR 54, 68, AND 97 MILS.

2. STUDS SHALL BE OF SAME SIZE, GAUGE AND SPACING AS SHOWN ON THE STRUCTURAL DRAWINGS.

3. PROVIDE BRIDGING IN CONFORMANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION'S (SSMA) RECOMMENDATIONS ADEQUATE FOR DEVELOPMENT OF THE FULL MOMENT CAPACITY.

4. ALL TRACKS SHALL BE OVERSIZED TO PROVIDE FULL STUD END BEARING.

5. SCREWS SHALL BE ELCO DRIL-FLEX, OR HILTI KWIK-FLEX (ICC ER-4780). SCREWS SHALL EXTEND THROUGH ALL MEMBERS WITH A MINIMUM OF 3 EXPOSED THREADS.

6. WELDING SHALL CONFORM WITH AWS D1.3 AND BE COMPLETED BY AWS WELDERS CERTIFIED FOR LIGHT GAGE STEEL.

7. LOW VELOCITY FASTENERS SHALL BE 0.157" DIAMETER HILTI X-U (ICC ESR-2269) OR DEWALT CSI SPIRAL DRIVE PIN (ESR-2024).

8. WHERE STUD CLIPS ARE ATTACHED SLAB EDGE ANGLES, SCREWS AND PAFS SHALL BE INSTALLED PRIOR TO CONCRETE SLAB PLACEMENT. AFTER SLAB IS PLACED, WELDS SHALL BE USED -CONTACT FROELICH ENGINEERS FOR WELD SIZES.

9. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO BRIDGING, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.

10. SPLICES IN STUDS ARE NOT PERMITTED.

11. STUDS SHALL BE SCREWED TO THE FLANGES OF BOTH UPPER AND LOWER TRACKS.

12. JOIST SHALL BE BRACED WITH BRIDGING, REF MANUFACTURER'S SPECIFICATIONS.

SOILS/GEOTECHNICAL - SPECIAL INSPECTIONS

SYSTEM OR MATERIALIBC / OSSC

CODE REFERENCE

CODE OR STANDARD

REFERENCE

FREQUENCY (NOTE 7)

REMARKS

CONTINUOUS PERIODIC

SOILS

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY

1705.6GEOTECHNICAL

REPORT

X

BY THE GEOTECHNICAL ENGINEER

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL

X

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS

X

VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL

X

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY

X

SOILS/GEOTECHNICAL - TESTING


CODE REFERENCE

CODE OR STANDARD

REFERENCE

FREQUENCY (NOTE 7)

REMARKS

CONTINUOUS PERIODIC

FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY

1705.6

VARIES; GEOTECHNICAL

REPORT OR MINIMUM PER IBC / OSSC

APPENDIX J107.5, WHICHEVER IS

GREATER

XBY THE GEOTECHNICAL ENGINEER OR QUALIFIED SPECIAL INSPECTOR

MATERIAL VERIFICATION

VARIES; CLASSIFICATION AND

TESTING OF CONTROLLED FILL

MATERIALS

XBY THE GEOTECHNICAL ENGINEER OR QUALIFIED SPECIAL INSPECTOR

TEST ELEMENTS1705.61705.7

REFERENCE SPECIFICATIONS FOR PERFORMANCE

VERIFICATION AND PROOF LOAD TESTING REQUIREMENTS

BY THE GEOTECHNICAL ENGINEER

CONCRETE - SPECIAL INSPECTIONS


CODE REFERENCE

CODE OR STANDARD

REFERENCE

FREQUENCY (NOTE 7)

REMARKS

CONTINUOUS PERIODIC

GENERAL1705.31901.6

ACI 318: 26.13

SPECIAL INSPECTIONS OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1705.3 OF THE IBC AND SECTION 26.13 OF ACI 318.

REINFORCING STEEL PLACEMENT1901.5.2

ACI 318: CH. 20,25.2, 25.3,

26.6.1-26.6.3, 26.13.3.3X

REINFORCING TO COMPLY WITH ALL CODE PROTECTION, SPACING AND TOLERANCE LIMITS.

INSPECT ANCHORS/BOLTS CAST IN CONCRETE

- ACI 318: 17.8.2 X

ALL CAST-IN-PLACE ANCHORS/BOLTS SHALL BE VISUALLY INSPECTED. REFERENCE STEEL INSPECTIONS FOR ADDITIONAL INSTALLATION, MATERIAL AND WELDING INSPECTIONS OF STEEL ITEMS EMBEDDED IN CONCRETE (HEADED STUDS, DBA's, ETC.)

VERIFYING USE OF REQUIRED MIX DESIGN(S)

1904.11904.2

ACI 318: CH. 19, 26.4.3, 26.4.4

X

CONCRETE SPECIMENS FOR TESTINGASTM C172ASTM C31

ACI 318: 26.5, 26.12X

PRIOR TO CONCRETE PLACEMENT, FABRICATE CONCRETE SPECIMENS FOR TESTING. SEE THE CONCRETE TESTING TABLE FOR ADDITIONAL INFORMATION.

CONCRETE PLACEMENTACI 318: 26.5, 26.13.3.2(a)

X

CONCRETE CURINGACI 318: 26.5.3 - 26.5.5,

26.13.3.3X

VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES

VERIFICATION OF FORMWORKACI 318: 26.11.1.2(b),

26.13.3.3X

SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED

REINFORCING STEEL MECHANICAL COUPLERS, TERMINATORS AND FORMSAVERS

ICC EVALUATION REPORTS

X

CONCRETE - TESTING


CODE REFERENCE

CODE OR STANDARD

REFERENCEFREQUENCY (NOTE 7) REMARKS

CONCRETE STRENGTH1705.3

ASTM C172ASTM C 31

ACI 318 26.12,ACI 318 26.5

ASTM C39

EACH 150 CY NOR LESS THAN EACH 5000 SF OF SLAB OR WALL PLACED EACH SHIFT

FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED

CONCRETE SLUMP ASTM C143

CONCRETE AIR CONTENT ASTM C231

CONCRETE TEMPERATURE ASTM C1064

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM ASTM SPECIFICATIONS AND GRADES:

STRUCTURAL STEEL

WIDE FLANGE SECTIONS ASTM A-992, GRADE 50 (Fy=50 KSI)

CHANNELS, ANGLES, PLATES--EXCEPT AS NOTED ASTM A-36 (Fy=36 KSI)

HOLLOW STRUCTURAL SECTIONS (TUBES) A-500, GRADE B (Fy=46KSI)

PIPE ASTM A53, TYPE E OR S (Fy=35 KSI)

PLATES WHERE NOTED ASTM A572, GRADE 50 (Fy=50 KSI)

2. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS" WITH "COMMENTARY" AND THE "CODE OF STANDARD PRACTICE," WITH EXCEPTIONS AS NOTED IN THE PROJECT SPECIFICATIONS.

3. REFERENCE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR MEMBERS PART OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS).

4. BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING A325 OR A490 HIGH STRENGTH BOLTS. BOLTS SHALL BE SNUG TIGHT UNLESS NOTED OTHERWISE.

5. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL MANUFACTURER.

6. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO PRODUCE THE SHOP DRAWINGS.

8. ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL, OR AS NOTED ON PLANS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-123, OR HAVE AN APPROVED PROTECTIVE COATING.

9. PROVIDE NON-SHRINK GROUT UNDER ALL BASE PLATES. GROUT SHALL BE FACTORY-PACKAGED, 6000 PSI MINIMUM AT 28 DAYS AND SHALL COMPLY WITH ASTM C 1107.

10. PROVIDE WEEP HOLES AT ALL EXTERIOR CLOSED SECTIONS WHERE MOISTURE MAY ACCUMULATE.

WOOD STRUCTURAL PANEL SHEATHING:

1. WOOD STRUCTURAL ROOF PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE "U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS," OR THE "APA PRP-108 PERFORMANCE STANDARDS."

2. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING AS FOLLOWS:

WOOD STRUCTURAL PANEL SHEATHING

USE THICKNESS/RATING

ROOF SHEATHING 5/8"-INDEX 32/16

3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED.

4. ROOF SHEATHING SHALL BE BLOCKED, OR HAVE EDGES SUPPORTED BY PLYCLIPS.




ARCHITECTS

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A4

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A3

S501

_

1

A

1

A

1

A

1

A

LIGHT GAUGE WALL STUDS 600S162-54 AT 16" OC (TYP)

24"x12" x CONT STRIP FOOTING WITH (2) #4 BARS CONT (TYP)

TYPB2

S501

_B2

S501

_TYP

CJ

CJ

HSS6X

4X3/16

HSS6X

4X3/16

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S501

_

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6" CONCRETE SLAB ON GRADE W/ #4

BARS AT 18" OC REF GSN ON S001 FOR

FIBERMESH

A

2

1

B

A1

S701

_

A3

S701

_A3

S701

_

1000S200-68 AT 16" OC

H1

TYP

TYP TYP

A3

S601

_ A2

S701

_TYP

1000S

200-5

4 A

T 2

4"

OC

1000S

200-5

4 A

T 2

4"

OC

2' - 0" 2' - 0"

5/8" APA RATED SHEATHING (TYP)

FOUNDATION PLAN NOTESA FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND

SCHEDULES.

B CONTRACTOR TO LAYOUT CONTROL JOINTS PER THE CRITERIA IN STRUCTURAL NOTES AND DETAIL B2/S501 AND SUBMIT TO THE DESIGN TEAM FOR REVIEW AND APPROVAL.

C STEP FOOTING FROM ELEVATION TO ELEVATION AS REQUIRED, REF DETAIL A1/S501.

D REFERENCE GEOTECHNICAL REPORT FOR SUBGRADE REQUIREMENTS.

E ALL SLAB ON GRADE FINISHES SHALL BE PER ARCHITECT.

F REFERENCE ARCHITECT FOR ALL EDGE OF SLAB DIMENSIONS.

G REFERENCE MECHANICAL / PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS AND OTHER PENETRATIONS.

ROOF FRAMING PLAN NOTESA FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND

SCHEDULES.

B REFERENCE DETAIL C1/S601 FOR TYPICAL TOP PL SPLICE CONNECTION.

C ALL POSTS FOR GIRDER TRUSSES, BEAMS, HEADERS AND / OR PURLINS SHALL CONTINUE DOWN TO SLAB OR FOUNDATION.

D VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS.

E PROVIDE HEADER TYPE H1 AT ALL OPENINGS, TYP AT BEARING WALLS UNO. REF DETAIL A3/S601 FOR TYPICAL HEADER CONSTRUCTION, UNO.

HOLDOWN SCHEDULE

MARK HOLDOWN TYPEHOLDOWN

POSTHOLDOWN ATTACHMENT

TO POSTANCHOR ROD

ANCHOR ROD EMBEDMENT DEPTH

(IN FTG.), Le

1 S/HDU6(2) 54 MIL STUDS (BACK TO BACK)

(12) #14 SCREWSUSE A 5/8" DIA SIMPSON PAB5

EMBEDDED INTO FTG PER MANUF. RECOMMENDATIONS

5"

NOTES:

1. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 (UNLESS NOTED OTHERWISE)

2. ALL HOLDOWNS AND HOLDOWN ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO MANUFACTURER'S REQUIREMENTS.

3. BUILT UP HOLDOWN POSTS SHALL BE LAMINATED IN ACCORDANCE WITH THE STANDARD BUILT-UP CFS POST DETAIL 14/S6.00.

4. THREADED ANCHOR RODS TO BE ASTM F1554 GRADE 36, A36, OR A307 UNO.

5. NUTS FOR ANCHOR RODS SHALL BE STANDARD HEX NUTS TYPE ASTM A563-A.

6. WASHER FOR ANCHOR RODS SHALL BE ASTM F844. PROVIDE WASHER BETWEEN ALL NUTS AND BASE PLATES.

7. ALL SCREWS SHALL PENETRATE STRUDS BY THREE SCREW THREADS MINIMUM.

8. HOLDOWNS SHALL OCCUR AT EACH END OF SHEAR WALLS. TYPICAL UNLESS NOTED OTHERWISE.

SHEAR WALL SCHEDULE - STEEL SHEET PANELS TO METAL STUD FRAMING

TYPE WALL SHEATHING PANEL SCREWSBOTTOM TRACK AND ANCHOR BOLTS (REF

NOTE 1, 5)

BLOCKING BTWN RAFTERS AT ROOF

COMMENTS

A0.027" STEEL SHEET

(1) SIDE

#8 SCREWS AT 6" OC FOR PANEL EDGES, 12" OC

FIELD

43 MIL TRACK W/ 5/8" DIA AB AT 48" OC

(EMBEDMENT = 7")#10 SCREWS AT 6" OC

SHEAR WALL GENERAL NOTES (APPLICABLE TO ALL SHEAR WALL TYPES):

1. IF ANCHOR BOLT SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1) ANCHOR WITHIN 12" OF EACH END.

2. ALL PANEL SCREWS SHALL BE SELF-TAPPING WITH A MINIMUM HEAD DIAMETER OF 0.3145", APPROVED FOR APPLICATIONS NOTED ABOVE, AND CONFORM TO SAE J78, ASTM C954 AND C1513.

3. ANCHOR BOLTS SHALL BE GALVANIZED AND SHALL HAVE A PLATE WASHER BETWEEN THE SILL PL AND NUT.

4. PENETRATIONS – NO BLOCKING REQUIRED AT 4 ½” x 4 ½” MAXIMUM OPENINGS PROVIDED OPENINGS ARE SEPARATED BY 8” MINIMUM, HOLE IS CIRCULAR OR SQUARE CUT WITH RADIUS CORNERS, NO OVERCUTTING, HOLES ARE NOT WITHIN LAST 16” OF SHEARWALL LENGTH, AND ACCUMULATED LENGTH OF THE OPENINGS IN THE SHEARWALL DOES NOT EXCEED THE LESSER OF 20% OF THE WALL LENGTH AND 18”. OPENINGS BEYOND THESE PARAMETERS REQUIRE APPROVAL BY THE ENGINEER OF RECORD PRIOR TO CUTTING AND DRILLING.

5. PENETRATIONS – BLOCKING REQUIRED AT 9” x 9” MAXIMUM OPENINGS PROVIDED OPENINGS ARE SEPARATED BY 16” MINIMUM, HOLE IS CIRCULAR OR SQUARE CUT WITH RADIUS CORNERS, NO OVERCUTTING, HOLES ARE NOT WITHIN LAST 16” OF SHEARWALL LENGTH, AND ACCUMULATED LENGTH OF THE OPENINGS IN THE SHEARWALL DOES NOT EXCEED THE LESSER OF 20% OF THE WALL LENGTH AND 18”. 2x BLOCKING SHALL BE PROVIDED ABOVE AND BELOW THE OPENING, FOR THE WIDTH OF THE STUD BAY. SHEAR WALL SHEATHING SHALL BE EDGE NAILED TO THIS BLOCKING. OPENINGS BEYOND THESE PARAMETERS REQUIRE APPROVAL BY THE ENGINEER OF RECORD PRIOR TO CUTTING AND DRILLING.

6. REFERENCE THE HOLDOWN SCHEDULE FOR END POST REQUIREMENTS AT EACH END OF SHEAR WALLS. EDGE SCREW SHEATHING TO END POSTS.

7. MINIMUM STUD FLANGE IS 1 5/8" AND MINIMUM RETURN LIP ON FLANGE IS 3/8". MINIMUM TRACK FLANGE WIDTH IS 1 1/4".

8. ALL SCREWS SHALL PENETRATE THE FRAMING MEMBERS BY THREE SCREW THREADS MINIMUM.

9. ALL FRAMING SCREWS CONFORM TO ASTM C1513.




ARCHITECTS



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DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

FE# 18-B162

3/3

1/2

021 3

:04:0

9 P

M

S100

MPAP

18109.01

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FOUNDATION AND ROOFFRAMING PLAN

04/07/2021

59

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1/4" = 1'-0"S100

1 FOUNDATION PLAN1/4" = 1'-0"S100

2 ROOF FRAMING PLAN


NOTE:DO NOT SLOPE FOOTINGSUNDER ANY CONDITIONS.

LONG SLOPED REBARS TO MATCH LONGFOOTING BARS

CONT FOOTING

LONG FTGBARS, REF

PLANCONT FTG

2x "H"

HF

H

H

1'-6" MIN 2x "H"

H

H

HF

STD LAP

STD LAP

1

6

1

1

CONCRETE SLAB ON GRADE, REF PLAN FOR

SIZE AND REINF

4"

TO

1'-0

"

SLAB THICKNESS

1'-0

" T

O 3

'-0

"

BARS TO MATCH SLAB REINFORCING, TYP

#4 x CONT

8"

BARS TO MATCH SLAB

REINFORCING, TYP

BARS TO MATCH SLAB REINFORCING, TYP0

" T

O 4

"

TERMINATE UPPER SLAB REBAR W/ STD 90 DEG HOOK

STD LAP

STD LAP

STD LAP

STD LAP

CFS STUD WALL, REF PLAN

(1) #4 CONT AT TOP

CONCRETE SLAB ON GRADE, REF PLAN FOR SIZE AND REINF

4"

ROUGHENED JOINT

SIZE AND REINF

REF PLAN FOR FOOTING

#4 DOWELS AT 24" OC(ALT HOOKS)

IF STEM WALL HEIGHT IS GREATER THAN 2'-6" ADD ADDITIONAL #4 HORIZ AT 12" OC

WALL SHEATHING, REF PLANAND SHEAR WALL SCHED

6"

1'-6

" M

IN

TY

P

0' -

8"

MIN

FOUNDATION DRAIN, REF ARCH

11

CL

R3

"

3" CLR

CL O

F S

TE

MW

ALL

8" STEM WALL

EXTERIOR GRADE

FA

CE

OF

ST

UD

A

ND

ST

EM

WA

LL

18 GAUGE MINIMUM BLKG W/ (2) 1/4" DIA SCREWS AT EA END

SOLID GROUT BELOW GRADE. PROVIDE WEEP

HOLES, REF ARCH

PRE-CAST CONCRETE WAINSCOT, REF ARCH

RIGID INSULATION SYSTEM, REF ARCH

10 GAUGE x 2" SS STRAP AT 48" OC MAX (MIN OF 2 PER PANEL)

W/ (2) 1/4" DIA SCREWS

SS L3x3x10 GAUGE (3" LONG) W/ (2) 1/4" DIA SCREWS TO BLKG

1"

WALL PANEL EDGE FASTENING, REF SHEAR WALL SCHED

CONT STEEL TRACK W/ ANCHORBOLT SIZE AND SPACING, REFPLAN AND SHEAR WALL SCHED

1" GAP, REF ARCH

MIN4"

THREADED INSERT PROVIDED BY PRE-CAST

MANUFACTURER AT 48" OC (MIN OF 2 PER PANEL)

1"± NON-SHRINK GROUT

1/2" DIA THREADED ROD IN SIMPSON SET-XP EPOXY (EMBED 4") FOOTING IS NOT CENTERED

UNDER STEM WALL. LOCATE AS SHOWN TO ACHIEVE REQUIRED CLEARANCE AT VENEER

0' - 1"

2

1

EXTERIOR SLAB, REF ARCH AND CIVIL

FOUNDATION DRAIN, REF ARCH

ROUGHENED JOINT

#4 DOWELS AT 24" OC (ALT HOOKS)


DOWEL SLAB REINF AS SHOWN

(2) #4 CONT

WALL BEYOND

18

" M

IN

SIZE AND REINF

REF PLAN FOR FOOTING

CL

R

3"

8" MIN

CLR

3"

FA

CE

OF

WA

LL

AN

D S

TE

MW

ALL

CL O

F S

TE

MW

ALL

AN

D F

TG

RIGID INSULATION SYSTEM, REF ARCH

A OR GH

(APPROX)

BARSIZE

D (IN)

#3#4#5

1 1/22

2 1/2

4 1/44 1/25 1/2

33

3 3/4

135 DEG HOOK (IN)

135 DEG SEISMIC STIRRUP / TIE HOOKS

135 DEG SEISMIC STIRRUP / TIE HOOKS

ALL GRADES OF STEEL

A OR G J A OR G

BARSIZE

D (IN)

180 DEG HOOKS,FT - IN.

90 DEG HOOKSFT - IN

#3#4#5

2 1/43

3 3/4

0-50-60-7

0-30-40-5

0-60-80-10

#6#7#8

4 1/25 1/4

6

0-80-100-11

0-60-70-8

1-01-21-4

#9#10#11

9 1/210 3/4

12

1-31-51-7

0-11 3/41-1 1/41-2 3/4

1-71-102-0

#12 18 1/4 2-3 1-9 3/4 2-7

90 DEG

180 DEG

RECOMMENDED END HOOKSALL GRADES OF STEEL

D = FINISHED BEND DIAMETER

A OR G A OR GH

(APPROX.)

BARSIZE

D (IN)

#3#4#5

1 1/22

2 1/2

0-40-4 1/2

0-6

4 1/44 1/25 1/2

33

3 3/4

135 DEG HOOK (IN)90 DEG

HOOK (IN)

90 DEG AND 135 DEG STIRRUP AND TIE HOOKS

STIRRUP (TIES SIMILAR) STIRRUP AND TIE HOOKDIMENSIONS

ALL GRADES OF STEEL

DE

TA

ILIN

GD

IME

NS

ION

d

12d FOR #6,7,86d FOR #3,4,5

A OR GD

D

90 DEG 135 DEG

DIM

EN

SIO

ND

ET

AIL

ING

HO

OK

A O

R G

6d

D

H

135 DEG

HO

OK

A O

R G

DE

TA

ILIN

GD

IME

NS

ION

D

6d3" MIN

H

DETAILINGDIMENSION

HOOKA OR G

d J

D4d OR2 1/2" MINd

D

DETAILINGDIMENSION

A O

R G

12d

CONSTRUCTION JOINT

CONTROL JOINT

11

NOTES:CONTRACTOR MAY USE EITHER CONTROL JOINTS OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED ON PLANS.

CL CONSTRUCTION JOINT

CL CONTROL JOINT


1/2" DIA x 36" SMOOTH DOWEL AT 24" OC GREASE OR WRAP ONE END OF EACH DOWEL


1/8" x 1" SAW JOINT, SAW AS SOON AS CONC WILL SUPPORT WEIGHT OF MACHINE

WITHOUT MARRING THE SURFACE, FILL JOINT W/ JOINT FILLER, APPLY ACCORDING

TO MANUFACTURER'S RECOMMENDATIONS.

COMPACTED SUBGRADE, REF GEOTECH RECOMMENDATION

2"

6" 6"

4"

HSS COLUMN,REF PLAN

3/8" THICK BASE PL W/ (2) 3/4" DIA ANCHOR BOLTS

2"+/- NON-SHRINKGROUT

CONCRETE STEM WALL

(3) #3 TIES AT 1 1/2" OC AT TOPAND 8" OC ELSEWHERE x

W/ 135 DEG HOOKS, TYP

CL COLUMN

(3) #5 DOWELS

12"

0' -

6

1/2

"

6" MIN THREADEDPROJECTION, TYP

EM

BE

D 7

"




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ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

FE# 18-B162

3/3

1/2

021 3

:04:1

0 P

M

S501

MPRRR

18109.01

BID

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S

FOUNDATION DETAILS

04/07/2021

59

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1/2" = 1'-0"S501

A1 STEPPED FOOTING1" = 1'-0"S501

A2 SLAB STEPS1" = 1'-0"S501

A3 STEEL STUD WALL TO FOUNDATION1" = 1'-0"S501

A4 EXTERIOR WALL AT FOUNDATION - AT DOORWAY

3/8" = 1'-0"S501

B1 REBAR HOOK DETAILS1" = 1'-0"S501

B2 SLAB JOINTS1" = 1'-0"S501

B3 HSS COLUMN TO STEM WALL


0.1 01/07/21 Rev Cmts

AA

#10 SCREWS AT 6" OC

TRACK BELOW, TYP

(2) ROWS OF #10SCREWS AT 6" OC

WALL SHEATHING, REF PLAN

#10 SCREWS AT 6" OC

ISOMETRIC VIEW

CORNER - PLAN VIEW INTERSECTION - PLAN VIEW

AT 4" WALLS, 54 MIL x 3" STRAPW/ (4) #10 SCREWS TO EACH TRACK

((8) TOTAL SCREWS)AT 6" WALLS, 54 MIL x 3" STRAP

W/ (6) #10 SCREWS TO EACH TRACK((12) TOTAL SCREWS)

JAMB STUDS, REF HEADER SCHED

TYP WALL STUD FRAMING

BOX BEAM, REF DETAIL B4/S601

TRACK SECTION TO MATCH HEADER TRACKS W/ (2) ROWS OF (4) #10 SCREWS ((8) TOTAL) FROM

WEB TO JAMB AND (4) #10 SCREWS EACH FLANGE TO HEADER ((8)

TOTAL)2x2x16GA BENT PL W/ (4) #10 SCREWS

EACH LEG

1/2 STUD DEPTH, MIN

FULL HEIGHT NESTED STUD/TRACK W/ ADDITIONAL

STUD, (WHERE REQD) LAMINATED IN ACCORDANCE

W/ HEADER SCHED

SECTION A-A

CRIPPLE STUDS, MATCH SIZE AND GAUGE TO WALL ASSEMBLY

JAMB, REF DETAIL A

WALL STUD,REF PLAN

TOP TRACK, MATCHSIZE AND GAUGE TO

WALL ASSEMBLY, REF DETAIL C FOR

SPLICE CONN

BOTTOM TRACKMATCH SIZE

ANDGAUGE OF

WALLASSEMBLY

OPENINGWHERE OCCURS

BOX BEAM, REF DETAIL B4/S601

/C1 S601

/A2 S601

SILL CONNECTION, REF DETAIL C /C3 S601

RE

F T

AB

LE

SP

AC

ING

,

RE

F T

AB

LE

SP

AC

ING

,

BUILT-UP MEMBER FASTENER SIZE

FASTENER SPACING

FASTENER END DIST

FASTENER EDGE DIST

ROWS OF FASTENERS

(2) 4" STUDS

(4) 4" STUDS

(2) 6" STUDS

(4) 6" STUDS

#10 SCREWS

#10 SCREWS + 1" LONG WELDS

#10 SCREWS

#10 SCREWS +1" LONG WELDS

8"

8"

8"

8"

2.5"

2.5"

2.5"

2.5"

1"-1.5"

1"-1.5"

1"-1.5"

1"-1.5"

1 - STAGGER

1 - STAGGER

2

2

RE

F T

AB

LE

SP

AC

ING

,

EDGE DIST

EN

D D

IST

RE

F T

AB

LE

SP

AC

ING

,

EDGE DIST

EN

D D

IST

EDGE DIST

EDGE DIST

EDGE DIST

EDGE DIST

EN

D D

IST

SCREWS, REF TABLE

WELDS, REF TABLE

NOTES:1. PLYWOOD SHEATHING OR GYP BOARD FASTENERS SHALL BE STAGGERED TO EACH STUD IN BUILT-UP MEMBER.2. SCREWS SHALL BE STAGGERED EACH SIDE OF BUILT-UP MEMBER.

WELDS, REF TABLE

SCREWS, REF TABLE

SEE BLOWN UP CONNECTION

8"

MIN

STEEL STUDS, REEF PLAN

DEFLECTION TRACK (AS OCCURS)

CONT BRIDGE BAR AT 5'-0" OC MAX AND WITHIN 12" OF TOP DEFLECTION TRACKS

BC600 AT 6" STEEL STUDS (BC800 AT 8" STEEL STUDS) AT EA STUD W/ (2) #10 SCREWS TO BRIDGE BAR AND (2) #10 SCREWS TO STUDS

NO

N-D

EF

LE

CT

ION

TR

AC

K)

12

" M

AX

(5

'-0

" M

AX

AT

5'-0

" M

AX

CL CL

0' - 2 1/2"

2 1/2" MAX HOLE CENTERED IN TOP OR BOT TRACK,

HOLES TO BE SPACED NOT CLOSER THAN 18" OC, HOLES TO BE 8" CLEAR FROM ENDS

4 1/2" MAX HOLE CENTERED IN TOP OR BOT TRACK, HOLES TO BE SPACED NOT CLOSER THAN 18" OC, HOLES TO BE 8" CLEAR FROM ENDS

0' - 4 1/2"

4" STEEL TOP AND

BOT WALL TRACKS

6" STEEL TOP AND

BOT WALL TRACKS

NOTES:FOR HEADER SUPPORT ATJAMBS REF DETAIL A2/S601AND HEADER SCHEDULE

FINISH, REF ARCH

STUDS WALL, REF PLAN AND WALL SCHED FOR SIZE AND SPACING

REF FOR SIZE OF TRACK AT TOP AND BOTTOM

REF . FOR HEADER SIZE

#10 SCREWSAT 12" OC

#10 SCREWSAT 12" OC

/B2 S601

/B2 S601

STEEL STUD WALL,REF PLAN

CONT STEEL TOP TRACK

STEEL STUD BLOCK TO MATCH TRACK GAUGETHICKNESS AND TO BE FREE OF KNOCKOUTS OR

HOLES, BLOCK SHALL EXTEND FULL STUD BAY

SPLICE TO CENTERBETWEEN STUDS

ATTACH TRACK TO BLOCKW/ (4) #10 SCREWS EACHSIDE, (16) TOTAL SCREWSAT SPLICE CONN

PU

NC

H-O

UT

ALIG

NM

EN

T

"IN

DE

XE

D E

ND

S"

FO

R

(1) #10 SCREW EACH SIDE

JAMB STUDS, REF HEADER SCHED

#10 SCREW AT EACHSTUD TO TRACKCONN BOTH SIDES

SILL TRACK, REF HEADER SCHED

WALL STUDS REF PLAN

6" STUD TO MATCH WALL STUD MIL THICKNESS W/ (4) #10 SCREWS TO WALL STUD AND (2) #10 SCREWS TO SILL

HEADER SCHEDULE - METAL STUD FRAMEDMARK OPENING WIDTH

BOXED HEADER SIZE

JAMB STUD(S) FASTENERS SILL

H1 6'-1" TO 8'-0"(2) 600S162-54(2) 600T162-43REF B4/S601

HSS6x4x3/16 600T125-43

NOTES:

1. REF STUD WALL SCHEDULE FOR STUD SIZES, SPACING AND GAUGES.

2. REFERENCE DETAILS FOR TYPICAL CONNECTIONS.




ARCHITECTS



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info

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h.c

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CO

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ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

FE# 18-B162

3/3

1/2

021 3

:04:1

1 P

M

S601

MPAP

18109.01

BID

SE

T -

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07

, 2

021

FL

OO

R F

RA

MIN

G D

ET

AIL

S

FLOOR FRAMINGDETAILS

04/07/2021

59

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1" = 1'-0"S601

A1 WALL FRAMING AT CORNERS AND INTERSECTIONS1" = 1'-0"S601

A2 HEADER TO JAMB STUD1/2" = 1'-0"S601

A3 STEEL FRAMING AT WALL OPENING1" = 1'-0"S601

A4 BUILT-UP CFS POSTS

1" = 1'-0"S601

B1 STEEL STUD WALL BRIDGING12" = 1'-0"S601

B2 BOX BEAM HEADER SCHEDULE1" = 1'-0"S601

B3 ALLOWABLE HOLES THRU STEEL TOP AND BOTTOM TRACK3" = 1'-0"S601

B4 BOX HEADER DETAIL

1" = 1'-0"S601

C1 TOP TRACK SPLICE1" = 1'-0"S601

C2 STUD TO TRACK ATTACHMENT1" = 1'-0"S601

C3 WINDOW SILL TO JAMB STUD


ROOF RAFTER, REF PLAN

CONT TOP TRACK,REF PLAN FOR SPLICE

CFS STUD WALL,REF PLAN

WALL PANELEDGE ATTACHMENT,

REF SHEAR WALL SCHED

WALL SHEATHING,REF PLANS AND SHEAR

WALL SCHED

SIMPSON H2.5 CLIP AT EACH RAFTER

CONT BLKG (43 MIL MIN1 1/2" MIN FLANGE WIDTH)W/ #10 SCREWS AT 8" OC, UNO,REF SHEAR WALL SCHED

ROOF SHEATHING,REF PLAN

350S162 BLOCK x GA OF RAFTERAT EA RAFTER W/ FULLBEARING ON TRACK. ATTACHW/ (4) #10 SCREWS.

ROOF PANEL EDGE ATTACHMENT

ROOF RAFTER,REF PLAN



WALL PANEL EDGE ATTACHMENT, REF

SHEAR WALL SCHED


WALL SCHED

SIMPSON H2.5 CLIP AT EACH RAFTER

CONT BLKG (43 MIL MIN1 1/2" MIN FLANGE WIDTH)W/ #10 SCREWS AT 8" OC, UNO,REF SHEAR WALL SCHED

ROOF SHEATHING,REF PLAN

350S162 BLOCK x GA OF RAFTERAT EACH RAFTER W/ FULL

BEARING ON TRACK, ATTACHW/ (4) #10 SCREWS

ROOF PANEL EDGE ATTACHMENT24" MIN24" MAX

ATTACH OUTLOOKERTO TOP TRACK W/ (2)

#10 SCREWS

ROOF SHEATHING,REF PLAN ROOF PANEL

EDGE ATTACHMENT

ROOF RAFTER,REF PLAN

SIMPSON L50 CLIP AT EACH OUTLOOKER


WALL PANEL EDGEATTACHMENT, REF

SHEAR WALL SCHED


WALL SCHED


CONT BLKG (43 MIL MIN,1 1/2" MIN FLANGE WIDTH)W/ #10 SCREWS AT 8" OC,UNO, (REF SHEAR WALLSCHED)

OUTLOOKERSREF PLAN




ARCHITECTS



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541.3

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info

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h.c

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CO

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ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

FE# 18-B162

3/3

1/2

021 3

:04:1

1 P

M

S701

MPAP

18109.01

BID

SE

T -

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, 2

021

RO

OF

FR

AM

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DE

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ILS

ROOF FRAMING DETAILS

04/07/2021

59

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1" = 1'-0"S701

A1 ROOF RAFTER LOW TO EXTERIOR WALL - RAFTER PERPENDICULAR1" = 1'-0"S701

A2 ROOF RAFTER LOW TO EXTERIOR WALL - RAFTER PERPENDICULAR1" = 1'-0"S701

A3 RAKE OUTLOOKERS TO EXTERIOR WALL


HEAT FILTER

TOTAL SENS PUMP EMERG. APPROX. MAX SOUND

ASSOC TOTAL ESP NOM CAP CAP EDB EWB LDB LWB HTG EFF POWER DIMS WT PRESS.

SYMBOL AREA SERVED MFR MODEL VRF CFM (IN H2O) TONS (MBH) (MBH) (°F) (°F) (°F) (°F) (MBH) MERV VOLTS PH FLA W (Y/N) (LxWxH) (LBS) (dBA) NOTES

AC-03 RADIO LG LSN120HEV2 CU-03 260 - 1 12 8.2 75 62.5 55 54 12 8 208 1 0.4 30 N 33x8x13 25 36 1

NOTES:

1)

DUCTLESS SPLIT SYSTEM INDOOR UNIT SCHEDULEBASIS OF DESIGN SUPPLY FAN DX COOLING COIL ELECTRICAL

OUTDOOR UNIT TO PROVIDE POWER FOR INDOOR UNIT.

TONS QTY EMERG. APPROX. MAX SOUND

NOM OF COMPRESSOR CAP AMBIENT CAP AMBIENT POWER DIMS WT PRESS.

SYMBOL AREA SERVED MFR MODEL TONS COMPRESSORS TYPE (MBH) DB (°F) SEER (MBH) WB (°F) COP VOLTS PH MCA MOCP (Y/N) (LxWxH) (LBS) (dBA) NOTES

CU-03 RADIO LG LSU120HEV2 1 1 ROTARY 12 72 19 12 30 12 208 1 10 15 N 32x11x20 60 50 1, 2

NOTES:

1)

2)

DUCTLESS SPLIT SYSTEM OUTDOOR UNIT SCHEDULEBASIS OF DESIGN AIR SOURCE HEAT PUMP CONDENSER ELECTRICAL

COOLING HEATING

OUTDOOR UNIT TO PROVIDE POWER FOR INDOOR UNIT.

PROVIDE UNIT WITH COASTAL COATINGS FOR CORROSION PROTECTION, CAPABLE OF WITHSTANDING MIN 6,000 HOUR SALT SPRAY TEST.

BUILDING

0' - 0 17/32"MAINTAIN MIN CLEARANCE REQUIRED BY MANUFACTURER. MIN 6".

CONDENSING UNIT. MAINTAIN ALL CLEARANCES AS SPECIFIED BY MANUFACTURER.

WALL MOUNTED STEEL SUPPORT BRACKET. COORDINATE EXACT DIMENSIONS/WEIGHT WITH CONDENSING UNIT MANUFACTURER.

O

RL/RS, POWER, AND COMMUNICATIONS CABLE BUNDLE TO INDOOR UNIT. REFER TO PLANS FOR ROUTING.

FLEX CONNECTION

NEOPRENE VIBRATION ISOLATION

BUILDING BEYOND

0' - 0 1/4"

O

0' - 0 1/4"MAINTAIN MIN CLEARANCE REQUIRED BY MANUFACTURER FOR OPTIMAL PERFORMANCE. MIN 4" TO OBSTRUCTIONS.

SIDE VIEW FRONT VIEW

18" ABOVE FINISH GRADE

18" ABOVE FINISH GRADE

FINISH GRADE

NOTE:

1. FOR DRAIN CONNECTION, DISCHARGE TO EXTERIOR OF BUILDING PER MANUFACTURER'S INSTRUCTIONS.

HOOK

AIR CONDITIONING UNIT

UNIT OUTLINE

MOUNTING BRACKET

REAR VIEWSIDE VIEW

MOUNTING BRACKET PROVIDEDBY UNIT MANUFACTURER

SUPPORT ANGLE IN UNIT PROVIDED BYMANUFACTURER

SECURE MOUNTING BRACKET TO FRAMING OR BACK BOARD

KNOCKOUT FOR LEFT SIDEREFRIGERANT, DRAIN, POWERAND SIGNAL LINES.


ARCHITECTS


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LLC

686 N

W Y

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541.3

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816

info

@ste

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CO

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

0:3

1:0

2 A

M

M001

JMPHH

18109.01

BID

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02

1

SY

MB

OL L

IST

, S

CH

ED

UL

ES

, &

DE

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-M

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HA

NIC

AL

SYMBOL LIST,SCHEDULES, & DETAILS

- MECHANICAL

12/21/2020

59

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GENERAL MECHANICAL NOTESMECHANICAL SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

AbbreviationsAFF ABOVE FINISHED FLOOR

AD ACCESS DOOR

A/C AIR CONDITION(ED)

BDD BACKDRAFT DAMPER

BFF BELOW FINISHED FLOOR

BHP BRAKE HORSEPOWER

CD CEILING DIFFUSER

COP COEFFICIENT OF PERFORMANCE

CD CONDENSATE DRAIN

CU CONDENSING UNIT

CONT. CONTINUATION

CFM CUBIC FEET PER MINUTE

DB DECIBEL

DIA DIAMETER

DX DIRECT EXPANSION

DB DRY BULB

EFF EFFICIENT

ELECT ELECTRICAL

EL ELEVATION

EER ENERGY EFFICIENCY RATING

EAT ENTERING AIR TEMPERATURE

EXH EXHAUST

EF EXHAUST FAN

F FAHRENHEIT

FT FEET

FD FIRE DAMPER

FLA FULL LOAD AMPS

GAL GALLONS

HD HEAD

HTG HEATING

HP HORSEPOWER

IN INCHES

ID INSIDE DIAMETER

IE INVERT ELEVATION

KW KILOWATT

LH LATENT HEAT

LAT LEAVING AIR TEMPERATURE

MAX MAXIMUM

MIN MINIMUM

MA MIXED AIR

MH MOUNTING HEIGHT

NC NOISE CRITERIA

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OS OCCUPANCY SENSOR

OC ON CENTER

OBD OPPOSED BLADE DAMPER

OA OUTSIDE AIR

OD OUTSIDE DIAMETER

PH PHASE

LBS. POUNDS

PSI POUNDS PER SQUARE INCH

PD PRESSURE DROP

PRV PRESSURE REDUCING VALVE

QTY QUANTITY

RL REFRIGERANT LIQUID

RS REFRIGERANT SUCTION

RH RELATIVE HUMIDITY

RET RETURN

RA RETURN AIR

RPM REVOLUTIONS PER MINUTE

SEER SEASONAL ENERGY EFFICIENCY RATING

SH SENSIBLE HEAT

SOV SHUT OFF VALVE

SF SQUARE FEET

SP STATIC PRESSURE

SA SUPPLY AIR

T, TEMP TEMPERATURE

TD TEMPERATURE DIFFERENCE

MBH THOUSAND BTU'S PER HOUR

TH TOTAL HEAT

TP TOTAL PRESSURE

V VOLT

WC WATER COLUMN

W WATT

WB WET BULB

W/ WITH

W/O WITHOUT

Control Symbols

ROOM THERMOSTAT

General

CONTINUATION

DETAIL NUMBER AND SHEET LOCATION

EQUIPMENT IDENTIFICATION

KEYED NOTE

SECTION NUMBER AND SHEET LOCATION

RECTANGULAR DUCT SIZING

ROUND DUCT SIZING

Piping Fittings, Appurtenances and Equipment

CAP

CONTINUATION

FLEXIBLE CONNECTION

FLOW DIRECTION

PIPE DROP

PIPE RISE

TEE DOWN ON PIPE

TEE UP ON PIPE

Piping Systems

REFRIGERANT LIQUID

REFRIGERANT SUCTION

Piping Valves

VALVE, GENERAL

A. COORDINATE INSTALLATION OF PIPING, EQUIPMENT, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION.

B. INSTALL THERMOSTATS AT 4'-0" A.F.F. PER ADA REQUIREMENTS UNLESS OTHERWISE NOTED ON DRAWINGS. 4'-0" DIMENSION TO BE TO THE TOP OF THE THERMOSTAT.

C. ALL WORK PERFORMED AND MATERIAL SUPPLIED SHALL CONFORM TO ALL STATE AND LOCAL CODES AND ALL OTHER APPLICABLE LAWS AND STATE REGULATIONS INCLUDING APPLICABLE SEISMIC ZONE REQUIREMENTS.

D. FAN COIL UNITS (FC-X) ARE NOT TO BE LOCATED DIRECTLY OVER EQUIPMENT IN THE SPACE.

E. INSTALL ALL EQUIPMENT SUCH THAT MANUFACTURER RECOMMENDED CLEARANCES ARE MAINTAINED.

F. DETAILS APPLY WHETHER REFERENCED ON THE DRAWINGS OR NOT.

NO SCALE

1 CONDENSING UNIT - WALL MOUNTED

NO SCALE

2DUCTLESS SPLIT SYSTEMWALL-MOUNTED

M001 SYMBOL LIST, SCHEDULES, & DETAILS - MECHANICAL

M210 FIRST FLOOR PLAN - MECHANICAL

SHEET INDEX

PROJECT

CONTACT

www.interfaceengineering.com

PAUL HALLOWELL

2018-0323


TEL 503.382.2266


22

11

A

A

B

B

CU-03 AC-03

WALL BRACKET (TYP)

T

LOCATE ADJACENT TO LIGHT SWITCH. COORDINATE WITH DIVISION 26 CONTRACTOR.

1

2

RL/RS, POWER, AND COMMUNICATIONS CABLE IN SINGLE CONDUIT THROUGH WALL.

3


ARCHITECTS


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JOB NO.

DATE

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SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

0:3

1:0

4 A

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M210

JMPHH

18109.01

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FIRST FLOOR PLAN -MECHANICAL

12/21/2020

59

80

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0' 2' 4' 8'

1/2" = 1'-0"

1 LEVEL 1 FLOOR PLAN - MECHANICAL

SHEET KEYNOTES1 INSTALL AT APPROX. 9' AFF TO BOTTOM OF AC UNIT.

2 PROVIDE WALL MOUNTED SUPPORT BRACKETS, SIZED TO ACCOMODATEEQUIPMENT WEIGHT. REFER TO DETAIL 1/M001.

NORTH

3 COORDINATE WITH DIVISION 22 CONTRACTOR TO ALIGN CONDENSATEAND REFRIGERANT PIPING BUNDLE VERTICALLY ALONG WALL.

PROJECT

CONTACT


PAUL HALLOWELL

2018-0323


TEL 503.382.2266



ARCHITECTS


AS

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686 N

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

1:2

4:4

0 A

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P001

JMMTK

18109.01

BID

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PLUMBING

12/21/2020

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P001 SYMBOL LIST AND GENERAL NOTES - PLUMBING

P210 FIRST FLOOR PLAN - PLUMBING

SHEET INDEX

PLUMBING SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

General

CONTINUATION


FIXTURE TAG (LEVEL BELOW FIXTURE)

KEYED NOTE

POINT OF CONNECTION

DEMOLISH

NEW WORK

PIPE OR CONDUIT BELOW GRADE

Piping Fittings

ACCESS PANEL

AQUASTAT

BLIND FLANGE

CLEANOUT TO GRADE

CONCENTRIC REDUCER

FLOW DIRECTION

HOSE BIBB / WALL HYDRANT

OVERFLOW ROOF DRAIN

PIPE DROP

PIPE RISE

T&P RELIEF VALVE WITH PIPE TO DRAIN

TEE DOWN ON PIPE

TEE UP ON PIPE

WALL CLEANOUT

Piping Systems

CONDENSATE / INDIRECT DRAIN PIPING

PUMPED DISCHARGE

STORM DRAIN PIPING ABOVE GRADE OR FINISHED FLOOR

STORM DRAIN PIPING BELOW GRADE OR FINISHED FLOOR

Valves

CHECK VALVE

SHUTOFF VALVE, GENERAL


AP ACCESS PANEL

& AND

@ AT

BFF BELOW FINISHED FLOOR

BLDG BUILDING

CO CLEANOUT

CD CONDENSATE DRAIN

CONT. CONTINUATION

CFH CUBIC FEET PER HOUR

CFS CUBIC FEET PER SECOND

DN DOWN

DS DOWNSPOUT

D DRAIN

DFU DRAINAGE FIXTURE UNIT

FT FEET

FFE FINISHED FLOOR ELEVATION

F FIRE, FAHRENHEIT

FL FLOOR

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

' FOOT, FEET

(F) FUTURE

GPM GALLONS PER MINUTE

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HZ HERTZ

IN, " INCHES

IW INDIRECT WASTE

INV INVERT ELEVATION

L LAVATORY

MIN MINIMUM

(N) NEW

N NORTH

NIC NOT IN CONTRACT

NTS NOT TO SCALE

# NUMBER

NO. NUMBER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

PLBG PLUMBING

P PLUMBING, PUMP

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PD PRESSURE DROP, PLUMBING DEMOLITION, PUMPED DISCHARGE

QTY QUANTITY

RWL RAINWATER LEADER

SB SERVICE BOX

SHT SHEET

SF SQUARE FEET

SD STORM DRAIN

TEMP TEMPERATURE

TYP TYPICAL

V VACUUM, VENT, VOLT

WCO WALL CLEANOUT

W/ WITH

PROJECT

CONTACT


TODD KOLIBABA

2018-0323


TEL 503.382.2266


2

1

A B

4" DOWNSPOUT BY ARCHITECT

SPILL CONDENSATE6" ABOVE GRADE

AC-03


ARCHITECTS


AS

SO

CIA

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HIT

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686 N

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K D

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

1:2

4:4

1 A

M

P210

JMMTK

18109.01

BID

SE

T -

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02

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PLA

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PL

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BIN

G

FIRST FLOOR PLAN -PLUMBING

12/21/2020

59

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PO

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ITY

0' 2' 4' 8'

1/4" = 1'-0"

1 LEVEL 1 FLOOR PLAN - PLUMBINGNORTH

PROJECT

CONTACT


TODD KOLIBABA

2018-0323


TEL 503.382.2266


2P1-1. 2P1-5.2P1-3.

LABEL LABEL LABEL

JUNCTION BOX /

DIRECT CONNECTIONDUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE

54"

18"

TE

LE

PH

ON

E/D

AT

A

DO

UB

LE

DU

PLE

X

WA

LL M

OU

NT

TE

LE

PH

ON

E

RE

CE

PT

AC

LE

DU

PLE

X R

EC

EP

TA

CLE

SW

ITC

HE

S

46"

OC

CU

PA

NC

Y S

EN

SO

RS

78"

BRANCH

PANELBOARD

FINISHED FLOOR

UN

LE

SS

OT

HE

RW

ISE

NO

TE

D


ARCHITECTS


AS

SO

CIA

TE

S A

RC

HIT

EC

TS

LLC

686 N

W Y

OR

K D

RIV

E S

UIT

E 1

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

1:4

7:1

2 A

M

E001

MKOKCL

18109.01

BID

SE

T -

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07

, 2

02

1

SY

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AN

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AL N

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RIC

AL


ELECTRICAL

12/21/2020

59

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E001 SYMBOL LIST AND GENERAL NOTES - ELECTRICAL

E210 FIRST FLOOR PLAN - LIGHTING

E310 FIRST FLOOR PLAN - ELECTRICAL

E501 SINGLE LINE DIAGRAMS - ELECTRICAL

E601 SCHEDULES - ELECTRICAL

SHEET INDEX

AbbreviationsAFC ABOVE FINISHED CEILING

AFF ABOVE FINISHED FLOOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AWG AMERICAN WIRE GAUGE

A AMPERES, AMBER

AHJ AUTHORITY HAVING JURISDICTION

AIC AVAILABLE INTERRUPTING CAPACITY

BAS BUILDING AUTOMATION SYSTEM

CA CABLE

CAT CATEGORY

CLG CEILING

C CONDUIT, CLOSE, CONTROL

COORD COORDINATE

CU COPPER

dB DECIBEL

(X) DEMOLISH

DTL DETAIL

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DN DOWN

DWG DRAWING

EA EACH

EMT ELECTRICAL METALLIC TUBING

EL ELEVATION

E EMERGENCY

EF EXHAUST FAN

(E) EXISTING

FA FIRE ALARM

FMC FLEXIBLE METAL CONDUIT

FT FOOT, FEET

FBO FURNISHED BY OTHERS

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GFP GROUND FAULT PROTECTION

HT HEIGHT

ID IDENTIFICATION

IN INCH, INCHES

IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS

IG ISOLATED GROUND

KV KILOVOLT

KVA KILOVOLT AMPERES

KW KILOWATT

LED LIGHT EMITTING DIODE

LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT

LV LOW VOLTAGE

MOCP MAXIMUM OVERCURRENT PROTECTION

MIN MINIMUM

MCA MINIMUM CIRCUIT AMPS

MISC MISCELLANEOUS

MCC MOTOR CONTROL CENTER

MT, MTD MOUNT, MOUNTED

NEC NATIONAL ELECTRIC CODE

NESC NATIONAL ELECTRIC SAFETY CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

N NEUTRAL

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER


PNL PANEL

PH PHASE

PVC POLY-VINYL-CHLORIDE

PWR POWER

QTY QUANTITY

(R) RELOCATE

RFI REQUEST FOR INFORMATION

REQD REQUIRED

RMC RIGID METAL CONDUIT

RM ROOM

SHT SHEET

STD STANDARD

SPD SURGE PROTECTION DEVICE

SWBD SWITCHBOARD

TBD TO BE DETERMINED

XFMR TRANSFORMER

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UPS UNINTERRUPTIBLE POWER SUPPLY

UON UNLESS OTHERWISE NOTED

V VOLTS, VOLTAGE

WP WEATHERPROOF

W/ WITH

W/O WITHOUT

Raceways

CONDUIT CONCEALED IN WALL OR CEILING SPACE

CONDUIT ROUTED BELOW FLOOR / GRADE

CONDUIT ELLED DOWN

CONDUIT ELLED UP

CONDUIT/WIRING CONTINUATION

CONDUIT/WIRING STUBBED OUT WITH END CAP OR INSULATEDPLASTIC BUSHING

FLEXIBLE CONDUIT

Switches and ReceptaclesDUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLEOPTIONS) A = ABOVE COUNTER B = CLOCK HANGER C = FLUSH CEILING MOUNTED E = EMERGENCY F = ARC FAULT PROTECTED BY BREAKER IN PANEL G = GROUND FAULT CIRCUIT INTERRUPTER H = HOSPITAL GRADE K = CHILD RESISTANT COVER L = ISOLATED GROUND P = PENDANT MOUNTED WITH CORD GRIPS. VERIFY PENDANTLENGTH R1 = HALF SWITCHED BY OCCUPANCY SENSOR RELAY R2 = FULLY SWITCHED BY OCCUPANCY SENSOR RELAY S = SPLIT WIRED T = TAMPER RESISTANT SHUTTERED RECEPTACLE U = USB PORT(S) W = WEATHERPROOF CONTINUOUS USE COVER, GFCI PROTECTED,WITH WEATHER-RESISTANT RECEPTACLE

DUPLEX RECEPTACLE, FLUSH FLOOR

DOUBLE DUPLEX RECEPTACLE, FLUSH FLOOR

DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEXRECEPTACLE FOR OPTIONS

EQUIPMENT ELECTRICAL CONNECTION

SPECIAL PURPOSE RECEPTACLE. LETTER CODE DENOTESRECEPTACLE CONFIGURATION LX-XXR = NEMA CONFIGURATION TWIST-LOCK RECEPTACLE X-XXR = NEMA CONFIGURATION STRAIGHT BLADE RECEPTACLE P = PENDANT MOUNT WITH CORD GRIPS. VERIFY PENDANT LENGTH X = COORDINATE RECEPTACLE CONFIGURATION WITH EQUIPMENTBEING SUPPLIED

CEILING MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY U = ULTRASONIC, 360 DEG RANGE H = ULTRASONIC, HALLWAY PATTERN v (LOWERCASE) = VACANCY CONTROL DESIGNATION

WALL MOUNTED OCCUPANCY SENSOR P = PASSIVE INFRARED D = DUAL TECHNOLOGY v (LOWERCASE) = VACANCY CONTROL DESIGNATION

WALL MOUNTED OCCUPANCY SENSOR/SWITCH S = PASSIVE INFRARED WITH INTEGRAL "OFF" SWITCH T = DUAL RELAY PASSIVE INFRARED WITH TWO INTEGRAL "OFF"SWITCHES D = PASSIVE INFRARED WITH INTEGRAL DIMMER TO OFF. v (LOWERCASE) = VACANCY CONTROL DESIGNATION

MULTIPLE CHANNEL SURFACE METAL RECEPTACLE RACEWAYWITH LOW VOLTAGE DIVIDERS, LENGTH AND RECEPTACLES ASINDICATED

PHOTO ELECTRIC SWITCH D = CONTINUOUS DIMMING PHOTOCELL S = SWITCHED PHOTOCELL

SINGLE POLE SWITCH 2 = DOUBLE POLE SWITCH 3 = THREE-WAY SWITCH 4 = FOUR-WAY SWITCH a THRU z (LOWERCASE) = LUMINAIRE CONTROL DESIGNATION D = DIMMER F = FAN SPEED CONTROL K = KEY OPERATED SWITCH L = LIGHTED HANDLE M = MANUAL MOTOR STARTER WITH THERMAL OVERLOAD P = SWITCH WITH PILOT LIGHT S = SENTRY SWITCH T = INTERVAL TIMER W = WEATHERPROOF SWITCH V = LOW VOLTAGE SWITCH

Connections / Equipment

COMBINATION ADJUSTABLE FREQUENCY DRIVE WITH SAFETYDISCONNECT SWITCH

COMBINATION MOTOR STARTER/FUSED DISCONNECT SWITCH

HEAVY DUTY FUSED DISCONNECT SWITCH

MOTOR CONNECTION

NON-FUSED DISCONNECT SWITCH

TRANSFORMER

FIRE SMOKE DAMPER

SMOKE DAMPER

CEILING MOUNTED JUNCTION BOX

FLOOR MOUNTED JUNCTION BOX

WALL-MOUNTED JUNCTION BOX

General



KEYED NOTE

DEMOLISH

EXISTING WORK

NEW WORK

Lighting

RECESSED 1' X 4' LUMINAIRE



RECESSED LUMINAIRE

SURFACE MOUNTED 2' X 4' LUMINAIRE

SURFACE OR PENDANT MOUNTED 1' X 4' LUMINAIRE

SURFACE OR PENDANT MOUNTED STRIPLIGHT

WALL MOUNTED 6" WIDE LUMINAIRE

WALL MOUNTED 12" WIDE LUMINAIRE

WALL MOUNTED LUMINAIRE

MiscellaneousBRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TOPANEL WITH CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG MINIMUMUNLESS NOTED OTHERWISE. SHORT TICK MARKS INDICATE PHASECONDUCTORS. LONG TICK MARKS INDICATE NEUTRALCONDUCTORS. A SINGLE CURVED TICK MARK INDICATESINSULATED GREEN GROUND CONDUCTOR. SECOND CURVED TICKMARK INDICATES "ISOLATED GROUND" (GREEN INSULATION WITHYELLOW STRIPE) CONDUCTOR.

BRANCH PANEL

CIRCUIT BREAKER

DRY TYPE TRANSFORMER

FLUSH WALL MOUNTED BRANCH PANEL

GROUND BAR

MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL

ELECTRICAL SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.

NO SCALE

1 OUTLET LABELING

NO SCALE

2 TYPICAL MOUNTING HEIGHTS

GENERAL SHEET NOTESA. CONSULT ALL DRAWINGS AND SPECIFICATIONS IN THIS PROJECT AND

BECOME FAMILIAR WITH ALL EQUIPMENT TO BE INSTALLED. COORDINATEALL ASPECTS OF THE CONSTRUCTION WITH THE OTHER TRADES ON THEJOB TO ENSURE THAT ALL WORK AND MATERIALS REQUIRED PROVIDE ACOMPLETE AND OPERATIONAL FACILITY ARE INCLUDED IN THE BID.

B. COORDINATE WITH GENERAL CONTRACTOR DURING BID FOR DIVISION 23LINE VOLTAGE POWER CONNECTIONS TO CONTROLS / POWER SUPPLIES(IF ANY) NOT ALREADY CONTAINED WITHIN THE DOCUMENTS TO BEINCLUDED IN DIVISION 26 SCOPE OF WORK.

C. PROVIDE CONNECTIONS TO ALL 120V FIRE ALARM PANELS / POWERSUPPLIES. COORDINATE WITH DIVISION 28 DESIGN BUILD CONTRACTOR

D. PANELBOARD SCHEDULES DO NOT SHOW ALL CIRCUIT BREAKERS FORBRANCH CIRCUITS. PRICE TO ALLOW FOR CIRUIT BREAKERS TO BEADDED AS NEEDED.

E. PROVIDE 120V CIRCUITS / CONNECTIONS TO ALL DOOR HARDWARE /DOOR POWER SUPPLIES AS INDICATED ON DOOR HARDWARESCHEDULES. REFER TO ARCHITECTURAL DRAWINGS.

F. PROVIDE PRICING FOR CONNECTIONS / DISCONNECTS TO FIRESPRINKLER AIR COMPRESSORS, JOCKEY PUMPS, AND BELLS.

PROJECT

CONTACT


KRISTINE LEAVENS

2018-0323


TEL 503.382.2266


EXPIRES: 12/31/22EXPIRES: 12/31/22EXPIRES: 12/31/22EXPIRES: 12/31/22

OS

UL/IP DRIVER/

RATING POWER SUPPLY LIGHT SOURCE MFG/CATALOG # NOTES

T4C

CHAIN HUNG LED STRIPLIGHT; WIDE DISTRIBUTION; 3.11INWIDE x 3.06IN HIGH x 4FT LONG

COLD-ROLLED STEEL CURVED FROSTEDACRYLIC

SUPENDED 2'-0" BELOWCEILING; MOUNTED TO AVOID

OTHER MEP SYSTEMS

WHITE UL DAMP INTEGRAL DRIVER; 0-10VDIMMING

7100 NOMINAL LUMENS; 4000KLED; 80CRI

54 COLUMBIA MPS SERIES;OR APPROVED

SC4

WALL MOUNTED SITE/AREA LED; TYPE 4 DISTRIBUTION;NOMINAL 9IN WIDE x 8IN HIGH x 5.5IN DEEP

DIE CAST ALUMINUM VISUAL COMFORTOPTICS

WALL MOUNTED @ 9'-0" AFF DARK BRONZE;FINISH TO BECORROSIVERESISTANT

IP66 INTEGRAL DRIVER;INTEGRAL MOTION

SENSOR TO DIM TO 50%

1200 NOMINAL LUMENS; 4000KLED; 80CRI

10 LITHONIA WDGE 1 SERIES;OR APPROVED

1

2

3

4

5

6

7

8

LUMINAIRE SCHEDULE - RADIO CONTROL

TYPE DESCRIPTION HOUSING SHIELDING MOUNTING FINISHINPUTWATTS

NOTES:

THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS.

DIMMING CONTROL PROTOCOL (0-10VDC, LINE VOLTAGE, DALI, ETC.) COMPATIBLE WITH LIGHTING CONTROL SYSTEM AS SPECIFIED AND SHOWN ON DRAWINGS.

PROVIDE +/- 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED.

COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN.

SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED.

PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND DIMMABLE LED DRIVER INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD.

REMOTE DRIVERS: UL LISTED FOR THEIR APPLICATION. DRIVERS MARKED AS UL RECOGNIZED COMPONENT BUT NOT UL LISTED ARE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO OWNER.

PROVIDE FUNCTIONAL TESTING OF LIGHTING AND LIGHTING CONTROLS IN ACCORDANCE WITH THE OREGON ZERO ENERGY READY COMMERCIAL CODE FUNCTIONAL TESTING REQUIREMENTS.

2

1

B

'T4C' 'T4C'

'SC4'

2. 2.

4.

CONTROLLED VIA PHOTOCELL


ARCHITECTS


AS

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HIT

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TS

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686 N

W Y

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K D

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E 1

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541.3

82.9

867

FA

X 5

41.3

85.8

816

info

@ste

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h.c

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CO

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C

OU

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OR

EG

ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

1:4

7:1

4 A

M

E210

MKOKCL

18109.01

BID

SE

T -

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RIL

07

, 2

02

1

FIR

ST

FLO

OR

PLA

N -

LIG

HT

ING

FIRST FLOOR PLAN -LIGHTING

12/21/2020

59

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0' 1' 2' 4'

1/2" = 1'-0"

1 LEVEL 1 CEILING PLAN - LIGHTING NORTH

PROJECT

CONTACT


KRISTINE LEAVENS

2018-0323


TEL 503.382.2266



T

2

1

A B

PANEL '2SB2'

CU-03AC-03

1

E001

2

E001(TYP)

50A/3P DISCONNECT

TRANSFORMER 'X2SB2'

1.

1.

1.

3.

9.

3.

3.

W

5.

2M

2MW

MOUNT ON BACKBOARD

1

1


ARCHITECTS


AS

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CIA

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S A

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LLC

686 N

W Y

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541.3

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85.8

816

info

@ste

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-arc

h.c

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CO

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C

OU

NT

Y

OR

EG

ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

1:4

7:1

5 A

M

E310

MKOKCL

18109.01

BID

SE

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1

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PLA

N -

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RIC

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FIRST FLOOR PLAN -ELECTRICAL

12/21/2020

59

80

7 H

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WA

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CIL

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0' 1' 2' 4'

1/2" = 1'-0"

1 LEVEL 1 FLOOR PLAN - ELECTRICALNORTH

GENERAL SHEET NOTESA. MOUNT DEVICES / EQUIPMENT ON FIRE RETARDANT BOARD TO MAINTAIN

INTEGRITY OF THE BOARD.

PROJECT

CONTACT


KRISTINE LEAVENS

2018-0323


TEL 503.382.2266

SHEET KEYNOTES1 TECHNOLOGY EQUIPMENT SHOWN FOR COORDINATION. FOR EQUIPMENT

INFORMATION, REFER TO TECHNOLOGY SHEET T210.



Key

A = AluminumC = Conduit onlyG = Upsized ground conductorS = ServicesecondaryX = Separately derived system

A, C, S, X

2 #12 CU, 1 #12 CU GND., IN 3/4" C. 202

4 #12 CU, 1 #12 CU GND., IN 3/4" C. 204

2 #10 CU, 1 #10 CU GND., IN 1" C. 302

3 #6 CU, 1 #10 CU GND., IN 3/4" C. 503

4 #4 CU, 1 #10 CU GND., IN 1-1/4" C. 604

4 #2 CU, 1 #8 CU GND., IN 1-1/4" C. 1004

4 #2 CU, 1 #6 CU GND., IN 1-1/4" C. 1004X

ONE 2" DIAMETER EMPTY CONDUIT WITH PULL CORD 100C

3 #1 CU, 1 #6 CU GND., IN 1-1/4" C. 1253

3 #3/0 CU, 1 #6 CU GND., IN 2" C. 2003

3 #3/0 CU, 1 #2/0 CU GND., IN 2" C. 2003G

4 #3/0 CU, 1 #6 CU GND., IN 2" C. 2004

ONE 3" DIAMETER EMPTY CONDUIT WITH PULL CORD 200C

4 #4/0 CU, 1 #4 CU GND., IN 2-1/2" C. 2254

4 - 250 kcmil CU, 1 #4 CU GND., IN 2-1/2" C. 2504

4 - 250 kcmil CU, 1 #2 CU GND., IN 2-1/2" C. 2504X

THREE 3" DIAMETER EMPTY CONDUIT WITH PULL CORD 800C

3 SETS OF (4 - 400 kcmil CU, 1 #2/0 CU GND., IN 3" C.)10004

THREE 3" DIAMETER EMPTY CONDUIT WITH PULL CORD1000C

3 SETS OF (4 - 400 kcmil CU IN 3" C.)1000S

FEEDER SCHEDULE

SPD

1

E701

F

F

UH-01

MINIMUM 20FT. REBAR IN

CONCRETE FOOTING/

FOUNDATION (MINIMUM 1/2" DIAMETER)

COPPER TO TELEPHONE

TERMINAL BOARD MAIN

GROUND BUS BAR (TMGB)

1-1/2"C. WITHPULL WIRE

INTEGRAL SURGEPROTECTIVEDEVICE

INTEGRAL SURGE

PROTECTIVE

DEVICE

(TYPICAL)

EMERGENCY DIESEL GENERATOR400 KW / 500 kVA, 480Y / 277 VOLT

GENERAL SHEET NOTES

SYSTEM AND REQUIRED STANDBY SYSTEM SERVING DOWN

TO ELEVATOR TO 0.01 SECONDS. PROVIDE A SELECTIVELY

COORDINATED STANDBY BRANCH SYSTEM TO 0.1 SECONDS.

UG UGUG UG UG UGUG

PROVIDE

FEED-THRU

LUGS

LIGHTING

GENERATOR

BUILDING

0.7 KW

FOR GC

TRAILER

UG

UG

UG

1000C

NEUT. BUS

SEE SITE

PLAN

3P

1000A 2

FULL LENGTH

M

GROUND BUS

#3/0 BARE COPPER

BUILDING

STEEL

COLD

WATER

PIPE

20'-0"C/CRODS AT

GROUND

10'-0"

#4 COPPER

PACIFIC POWER

UTILITY

TRANSFORMER

CONCRETE

PAD/VAULT PER

PACIFIC POWER

UTILITY

REQUIREMENTS

METER PER

POWER COMPANY

REQUIREMENTS

MAIN DISTRIBUTION SWITCHBOARD (4MDS)

#2/0 BARE COPPER

1000 AMP BUS

2004 10004

1000A

3P

SPD

60A

3P

200A

3P

2003

GENERATOR MAIN DISTRIBUTION

SWITCHBOARD '4GDS' 480Y / 277 VOLT,

3 PHASE, 4 WIRE AVAILABLE FAULT

AVAILABLE FAULT DUTY 23,502 A RMS

10004

2004 10004

1000A

3P

200A

3P

1000 AMP BUS

3P

1000A

3P

60A

200C

3P

200A

SPACE

3P

100A

200C

3P

200A

STAND-BY I-LINE DISTRIBUTION PANELBOARD (4SBDP)


480Y/277 VOLT, 3 PHASE, 4 WIRE

2003G

GENERATOR

PANEL

'4LS1'

2004

SPD

10004

STAND-BY BYPASS ISOLATION

TRANSFER SWITCH 'ATS-SB'

NEMA 1, 1000A, 480V, 4 POLE

LIFE-SAFETY BYPASS ISOLATION

TRANSFER SWITCH 'ATS-LS'

NEMA 1, 200A, 480V, 4 POLE

LOCATED IN GENERATOR BUILDING



1000 AMP, SS NEMA 4X

800C

3P

800A

NEMA 1, 225A, 480V, 3 POLE

FIRE PUMP AUTOMATIC TRANSFER SWITCH 'ATS-FP'


FIRE PUMP

125 HP

LOCATED IN PUMP HOUSE

2003

10004

SHEET KEYNOTES

PROVIDE 4 INCH HIGH CONCRETE HOUSEKEEPING PAD

UNDER TRANSFORMER / SWITCHBOARD. HIGHEST

INSTALL FEEDER FROM TRANSFORMER SECONDARY TO

2

1

POSITION OF CIRCUIT BREAKER HANDLE NOT TO

EXCEED 6 FEET, 7 INCHES ABOVE FINISHED FLOOR

PER NEC 240.24(A).

3 IF A UNIT HAS INTEGRAL DISCONNECT: PROVIDE WEATHER-

PROOF JUNCTION BOX WITH TERMINALS. TERMINATE

ALUMINUM WIRES IN JUNCTION BOX FOR TRANSITION TO

COPPER CONNECTION AT MECHANICAL EQUIPMENT.

4 FEEDER UPSIZED TO REDUCE VOLTAGE DROP.

5 PROVIDE CIRCUIT BREAKER SUITABLE FOR BACKFEED DUE

TO PRESENCE OF ON-SITE GENERATED POWER. PROVIDE

ENGRAVED LABELS PER NEC IDENTIFYING PHOTVOLTAIC

SYSTEM VOLTAGE, PHASE, AND WIRE INFORMATION.

6 PROVIDED INDIVIDUALLY METERED CIRCUIT BREAKERS

7

LOCATE CIRCUIT BREAKER AT OPPOSITE END OF BUSBAR

FROM THE UTILITY SOURCE. MEET NEC 705.12(D)(2)(3)(b).

PROVIDE WARNING LABEL: "WARNING: INVERTER OUTPUT

CONNECTION. DO NOT RELOCATE THIS OVERCURRENT

DEVICE".

PROVIDE A SELECTIVELY COORDINATED LIFE-SAFETY BRANCHA.

2

2

1P

20A

3P

1000A

1000S

5

3P

60A

SPD

3P

50A

GEN BLDG

PANEL

'FACP'

MAIN BREAKER IN SWITCHBOARD / PANEL, NOT TO

EXCEED 25 FEET PER NEC 240.21(C)(6).

2

SINGLE BREAKER, DUAL PURPOSE DOCKING STATIONFOR LOAD BANK AND TEMPORARY POWER CONNECTIONSPER NEC 700.3F. PROVIDE WITH 16 SERIES, QUICKCONNECT MALE CAM LOCK PANELMOUNTS, COLORCODED TO SYSTEM VOLTAGE. TRYSTAR GDS LEGACYPADMOUNT SERIES OR APPROVED EQUAL. NEMA 1ENCLOSURE 1000A, 480V, 4 POLE WITH GROUND LUG.

7


480Y/277 VOLT, 3 PHASE, 4 WIRE

1000 AMP BUS

20A

503

2

11004X

#6 CU.

3P

225A

1P

GEN BLDG

PANEL

2SB1

2254

3P

50A

1P

PUMP HOUSE

PANEL

4SB3

604

2

11004X

#6 CU.

RADIO BLDG

PANEL

2SB2

20A

3P

225A

3P

#6 COPPER

20A

SPARE

1253

12504X

#2 CU.

PUMP HOUSE

PANEL

2SB3

200C

302100C

3P

20A

1P

20A

202

503

GFP

5

GFP

5

GFP

GFP

ADMINISTRATION

BUILDING

30 kVA

480-208Y/120V,

3 PHASE, 4 WIRE

TRANSFORMER 'X2SB1'

30 kVA

480-208Y/120V,

3 PHASE, 4 WIRE

TRANSFORMER 'X2SB2'

75 kVA

480-208Y/120V,

3 PHASE, 4 WIRE

TRANSFORMER 'X2SB3'

GENERATOR

BUILDING

1.4 KW SITE

LIGHTING

POLES

SITE SEPTIC

TANKSTORAGEDEICERADMINISTRATION

BUILDING

50A/3P

6

6

6 6

6

6

4

IN SWITCHBOARD / PANELBOARD.

202

SPARE

3P

20A

3P

20A 20A

3P

SPARE

200A/3P

2504

WP

SPARESPARE

3.0 KW



4

8 IF CIRCUIT BREAKER IS ADJUSTABLE TO 1200A:

PROVIDE ARC ENERGY REDUCTION PER NEC 240.87.

8 8 8

8

8

TRAPEZE MOUNT


ARCHITECTS


AS

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

1:4

7:1

6 A

M

E501

MKOKCL

18109.01

BID

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E D

IAG

RA

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SINGLE LINE DIAGRAMS- ELECTRICAL

12/21/2020

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NO SCALE

1 ONE-LINE POWER DISTRIBUTION DIAGRAM

PROJECT

CONTACT


KRISTINE LEAVENS

2018-0323


TEL 503.382.2266



2018-0323

Ckt. C.B. C.B. Ckt.

No. Description / Location A/Pole Note Ph. Note A/Pole Description / Location No.

1 R - EAST INTERIOR 540 R 20/1 A 20/1 100 L L - INTERIOR 2

3 R - WEST INTERIOR 720 R 20/1 B 20/1 10 L L - EXTERIOR 4

5 R - EXTERIOR 180 R 20/1 C 20/2 847 M AC-03, CU-03 6

7 SPARE 20/1 A - 847 M --- 8

9 R - IDF CABINET 360 R 20/1 B 20/1 SPARE 10

11 SPARE 20/1 C 20/1 SPARE 12

13 SPARE 20/1 A 20/1 SPARE 14

15 SPARE 20/1 B 20/1 SPARE 16

17 SPARE 20/1 C 20/1 SPARE 18

19 BUSSED SPACE A BUSSED SPACE 20

21 BUSSED SPACE B BUSSED SPACE 22

23 BUSSED SPACE C BUSSED SPACE 24

Total Connected Load: Ph. A 1,487 VA 12 Amps Panel Connected Load: 3.6 KVA 10.0 Amps

Total Connected Load: Ph. B 1,090 VA 9 Amps Sub-Fed Connected Load: 0.0 KVA 0.0 Amps

Total Connected Load: Ph. C 1,027 VA 9 Amps Total Demand Load: 4.1 KVA 11.3 Amps

Notes: Accessories: Provide Fully Rated Breakers

Panel '2SB2' 120/208V, 3 Ph., 4 W.; 100A Bus with 100A Main Circuit Breaker Surface Mounted Panelboard with aminimum Available Fault rating of 104A RMS

Load Load

(VA)|Type (VA)|Type

AC-03 AIR CONDITIONING UNIT CONTROL ROOM 101 208/1 30 W 15 202 SEE NOTE 2

CU-03 CONDENSING UNIT RADIO EXTERIOR 208/1 10 15 202 2SB2-6,8.

GENERAL MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES

A.

B. MOCP = MAXIMUM OVER CURRENT PROTECTION

MCA = MINIMUM CIRCUIT AMPACITY

C.

MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES

1

2

WIRE / CONDUIT SCHEDULE

202 2 #12 CU, 1 #12 CU GND., IN 3/4" C.

MECHANICAL EQUIPMENT CONNECTION SCHEDULE

ITEM DESCRIPTION LOCATIONVOLTS /PHASE LOAD MCA MOCP

WIRE /CONDUIT CIRCUIT NOTES

THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. ACTUAL MANUFACTURER FOR EQUIPMENT MAY BE DIFFERENT. COORDINATEWITH MECHANICAL EQUIPMENT SUBMITTALS FOR LOADS AND OVER CURRENT PROTECTION REQUIREMENTS PRIOR TO INSTALLATION OF WIRING.

PROVIDE DISCONNECTING MEANS FOR EACH ITEM OF EQUIPMENT LISTED IN THE SCHEDULE ABOVE, EXCEPT AS SPECIFICALLY NOTEDOTHERWISE IN SCHEDULE NOTES, BELOW.

NOT USED.

POWERED VIA OUTDOOR UNIT CU-1.


ARCHITECTS


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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

EXPIRES: 12/31/22

4/1

/202

1 1

1:4

7:1

7 A

M

E601

MKOKCL

18109.01

BID

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SCHEDULES -ELECTRICAL

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PROJECT

CONTACT


KRISTINE LEAVENS

2018-0323


TEL 503.382.2266




ARCHITECTS


AS

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CIA

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LLC

686 N

W Y

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K D

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541.3

82.9

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info

@ste

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h.c

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CO

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ON

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

4/1

/202

1 9

:52

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M

T001

MKOKCL

18109.01

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TECHNOLOGY

12/21/2020

59

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TECHNOLOGY SYMBOL LISTNOTE: This is a standard symbol list and not all items listed may be used.


AV AUDIO VISUAL

ATS AUTOMATIC TRANSFER SWITCH

BC BARE COPPER

CATV CABLE TELEVISION

CAT CATEGORY

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

COAX COAXIAL

COM COMMUNICATION

C CONDUIT

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CNTL CONTROL

CPT CONTROL POWER TRANSFORMER

CR CONTROL RELAY

CT CURRENT TRANSFORMER

EA EACH

E EMERGENCY

(E) EXISTING

LC FIBER OPTIC CONNECTOR

SC FIBER OPTIC CONNECTOR

FDU FIBER OPTIC DISTRIBUTION UNIT

FF FINISH FLOOR

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FT FOOT, FEET

GRC GALVANIZED RIGID STEEL CONDUIT

ANMW GEL-FILLED UNDERGROUND CABLE

G, GND GROUND

HH HANDHOLE

IN INCH, INCHES

IT INFORMATION TECHNOLOGY

IDF INTERMEDIATE DISTRIBUTION FRAME

IMC INTERMEDIATE METAL CONDUIT

LAN LOCAL AREA NETWORK

LV LOW VOLTAGE

MDF MAIN DISTRIBUTION FRAME

MSB MAIN SWITCHBOARD

MTS MANUAL TRANSFER SWITCH

MATV MASTER ANTENNA TELEVISION

MISC MISCELLANEOUS

M MOTOR

NC NORMALLY CLOSED

NO NORMALLY OPEN

NA NOT APPLICABLE

NTS NOT TO SCALE

OSP OUTSIDE PLANT


OFOI OWNER FURNISHED, OWNER INSTALLED

PTZ PAN, TILT, ZOOM

PNL PANEL

PVC POLY-VINYL-CHLORIDE

POE POWER OVER ETHERNET

PBX PRIVATE BRANCH EXCHANGE

QTY QUANTITY

RFI REQUEST FOR INFORMATION

RM ROOM

TBB TELECOMMUNICATIONS BONDING BACKBONE

TGB TELECOMMUNICATIONS GROUNDING BUS BAR

TELE TELEPHONE

TTB TELEPHONE TERMINAL BOARD

TYP TYPICAL

UPS UNINTERRUPTABLE POWER SUPPLY

UON UNLESS OTHERWISE NOTED

WP WEATHERPROOF

WAN WIDE AREA NETWORK

WAP WIRELESS ACCESS POINT

WI-FI WIRELESS FIDELITY

W/ WITH

W/O WITHOUT

HANDHOLE

PULL BOX

TELECOMMUNICATIONS VAULT

TELEPHONE BACKBOARD

Reference Symbols


KEYED NOTES

SECTION NUMBER AND SHEET LOCATION

Telecommunications

STANDARD COMMUNICATIONS OUTLET WITH (3) CAT6CABLE(S) TO NEAREST MDF/IDF AND 1"C. TO ACCESSIBLECEILING SPACE.

TELEPHONE OUTLET WITH (1) CAT6 CABLE TO NEARESTMDF/IDF AND 3/4" C. TO ACCESSIBLE CEILING SPACE.

ALTERNATE COMMUNICATIONS OUTLET (X): A = ABOVE COUNTER WITH (3) CAT6 CABLE(S) TO NEARESTTELECOM ROOM AND 1"C. TO ACCESSIBLE CEILING SPACE. C = SINGLE GANG BOX, FLUSH IN CEILING, MOUNTED TO TILEBRIDGE WITH (2) CAT6 CABLE(S) TO NEAREST TELECOM ROOM. T = TAMPER RESISTANT WITH (3) CAT6 CABLE(S) TO NEARESTTELECOM ROOM AND 1"C. TO ACCESSIBLE CEILING SPACE. # = XX CAT 6 CABLES TO NEAREST TELECOM ROOM AND 1" CTO ACCESSIBLE CEILING SPACE

LOCATION FOR FLUSH CEILING MOUNT WIRELESS ACCESSPOINT OUTLET WITH (1) CAT6 CABLE TO NEAREST TELECOMROOM AND 1"C. ACCESSIBLE CEILING SPACE, UON.

LOCATION FOR FLUSH WALL MOUNT WIRELESS ACCESS POINTOUTLET WITH (1) CAT6 CABLE TO NEAREST TELECOM ROOMAND 1"C. ACCESSIBLE CEILING SPACE, UON.

FLUSH FLOOR COMBINATION COMMUNICATIONS OUTLET WITH(4) UL LISTED, INDOOR/OUTDOOR RATED CAT6 CABLE(S) AND1" UNDER SLAB CONDUIT TO NEAREST TELECOM ROOM, UON.

Electronic Security

DOOR POSITION SWITCH/CONTACT WITH 3/4" C TOACCESSIBLE CEILING AND CABLING TO NEAREST TELECOMROOM

ELECTRIC LATCH CONNECTION WITH 3/4" C TO ACCESSIBLECEILING AND CABLING TO NEAREST TELECOM ROOM

REQUEST TO EXIT DEVICE WITH 3/4" C TO ACCESSIBLECEILING AND CABLING TO NEAREST TELECOM ROOM

WALL MOUNTED ACCESS CONTROL CARD READER WITH 3/4" CTO ACCESSIBLE CEILING AND CABLING TO NEAREST TELECOMROOM

VIDEO SURVEILLANCE CAMERA WITH 1" C TO ACCESSIBLECEILING SPACE AND (1) CATEGORY 6 CABLE TO NEARESTTELECOM ROOM.

Equipment

2-POST EQUIPMENT RACK

DOUBLE-SIDED VERTICAL WIRE MANAGEMENT

MAJOR EQUIPMENT, CABINETS OR PANELS

Paging/Intercom

CEILING SPEAKER WITH 1/2" C TO ACCESSIBLE CEILING ANDCABLING TO NEAREST TELECOM ROOM

FLUSH MOUNTED WALL SPEAKER WITH 1"C. TO ACCESSIBLECEILING SPACE AND CABLING PER SPECIFICATIONS. HEIGHTAS INDICATED.

Raceways

CABLE RUNWAY, WIDTH AS INDICATED

CONDUIT AND CONDUCTORS ABOVE GRADE

CONDUIT AND CONDUCTORS BELOW GRADE OR SLAB

CONDUIT DOWN

CONDUIT SLEEVE

CONDUIT UP

CONDUIT/WIRING CONTINUATION

FLEXIBLE CONDUIT

T001 SYMBOL LIST AND GENERAL NOTES - TECHNOLOGY

T210 FIRST FLOOR PLAN - TECHNOLOGY

SHEET INDEX

PROJECT

CONTACT


KRISTINE LEAVENS

2018-0323


TEL 503.382.2266


SC

REX

CD DL L2

1

A B

(2) 4" C. INCOMINGFIBER FROM GENERATOR BUILDING

WALL MOUNT RACK

+108"WP

+84"

+120"

MOUNT CENTER OF BOX AT 36" AFF


ARCHITECTS


AS

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686 N

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info

@ste

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CO

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JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

PROJECT ID: B35877

4/1

/202

1 9

:52

:27 A

M

T210

MKOKCL

18109.01

BID

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FIRST FLOOR PLAN -TECHNOLOGY

12/21/2020

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0' 2' 4' 8'

1/4" = 1'-0"

1 LEVEL 1 FLOOR PLAN - TECHNOLOGYNORTH

GENERAL SHEET NOTESA. MOUNT DEVICES / EQUIPMENT ON FIRE RETARDANT BOARD TO MAINTAIN

INTEGRITY OF THE BOARD.

PROJECT

CONTACT


KRISTINE LEAVENS

2018-0323


TEL 503.382.2266


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