permit set · 2020. 8. 20. · permit set jul 10, 2020. 1. ... addenda. 2. the contractor shall...

13895 FIR STREETOREGON CITY, OR 97045

OREGON CITY PUBLICWORKS

PERMIT SETJUL 10, 2020

1. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FULL SET OF CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND ADDENDA.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS.

3. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO CONTINUING WITH WORK.

4. GENERAL CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE IN A BROOM CLEAN CONDITION AT ALL TIMES DURING THE PROJECT.

5. THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS HE OR SHE MAY DISCOVER. BRING UNFORSEEN CONDITIONS TO ATTENTION OF ARCHITECT UPON DISCOVERY AT ANY POINT. THE MEANS OF CORRECTING ANY ERROR OR UNFORSEEN CONDITION SHALL FIRST BE APPROVED BY THE ARCHITECT.

6. ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL TRADE.

7. THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.

8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WHETHER SHOWN HEREIN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.

9. CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY WORKERS. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL SUBCONTRACTORS' CONSTRUCTION SETS REFLECT THE SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF STAMPED CITY APPROVED PLANS WITH ALL REVISIONS, ADDENDUMS, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT AND MUST BE MADE AVAILABLE TO BUILDING AND FIRE INSPECTIONS FOR REFERENCE DURING CONSTRUCTION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION.

11. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY CONSTRUCTION.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT.

14. CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR MOUNTING ALL WALL MOUNTED SHELVES, EQUIPMENT, ACCESSORIES, CABINETS, ETC.

15. CONTRACTOR TO PROTECT ALL TREES AND ROOTS NOT SLATED FOR REMOVAL DURING CONSTRUCTION.

16. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTENANCE OF STAGING AREA AND TO ENSURE THAT MATERIALS DELIVERY AND STORAGE DOES NOT INTERFERE WITH DAILY OPERATION OF ADJACENT PROPERTIES OR PUBLIC RIGHT OF WAY.

17. GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING.

GENERAL PROJECT NOTES

VICINITY MAP

REFER TO OWNER-CONTRACTOR AGREEMENT FOR GENERAL CONDITIONS. WHERE THERE IS A CONFLICT BETWEEN THE CONTRACT AND NOTES HEREIN, THE CONTRACT TAKES PRECEDENCE.

OREGON CITY PUBLIC WORKS 625 CENTER STREETOREGON CITY, OR 97045TEL: (503) 657-0891CONTACT: JOHN LEWIS

PLANB CONSULTANCY696 MCVEY AVE, SUITE 202LAKE OSWEGO, OR 97034TEL: (503) 850-9876CONTACT: GERARD MULROONEYEMAIL: [email protected]

EMERICK CONSTRUCTION CO.7855 SW MOHAWK STREETTUALATIN, OR 97062TEL: (503) 777-5531CONTACT: JORDAN FELLEMAIL: [email protected]

SCOTT | EDWARDS ARCHITECTURE, LLP2525 E. BURNSIDE STREETPORTLAND, OREGON 97214TEL 503.226.3617FAX 503.226.3715CONTACT: BRANDON DOLEEMAIL: [email protected]

HARPER HOUF PETERSON RIGHELLIS INC.205 SE SPOKANE STREETPORTLAND, OR 97202TEL: (503) 221-1131CONTACT: ALEX SIMPSONEMAIL: [email protected]

HARPER HOUF PETERSON RIGHELLIS INC.205 SE SPOKANE STREETPORTLAND, OR 97202TEL: (503) 221-1131CONTACT: EMAIL:

WDY6443 SW BEAVERTON HILLSDALE HWY #210PORTLAND, OR 97221TEL: (503) 203-8111CONTACT: DALE DILORETOEMAIL: [email protected]

INTERFACE ENGINEERING, INC100 SW MAIN STREET, SUITE 1600PORTLAND, OR 97204TEL: (503) 382-2631CONTACT: EMAIL:

INTERFACE ENGINEERING, INC100 SW MAIN STREET, SUITE 1600PORTLAND, OR 97204TEL: (503) 382-2631CONTACT: ANDREW FLANAGANEMAIL: [email protected]

INTERFACE ENGINEERING, INC100 SW MAIN STREET, SUITE 1600PORTLAND, OR 97204TEL: (503) 382-2631CONTACT: MARK OLEARYEMAIL: [email protected]

OWNER

OWNER'S REP

CONTRACTOR

ARCHITECT

CIVIL ENGINEER

LANDSCAPE ARCHITECT

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

PLUMBING ENGINEER

ELECTRICAL ENGINEER

PROJECT SUMMARY

PROJECT IS TO REPURPOSE THE (E) WAREHOUSE AND OFFICE BUILDING TO BE ADEQUATE FOR OREGON CITY'S OPERATIONS COMPLEX.

THE SCOPE OF WORK INCLUDES SELECTIVE DEMOLITION THROUGHOUT, ADDRESSING DEFERRED MAINTENANCE ISSUES, REDESIGN ALL OFFICE INTERIOR LAYOUTS AND FACADE.

PROJECT DESCRIPTION:

13895 FIR ST., OREGON CITY, OR 97045PROJECT ADDRESS:

#32E09BTAX MAP:

Lots 2 and 3 , CLAIRMONT ACREAGE TRACTS NO. 3, in the City of Oregon City, County of Clackamas and State of Oregon.

LEGAL DESCRIPTION:

GI - GENERAL INDUSTRIALZONING:

CONTRACTOR SHALL PROVIDE DESIGN, ENGINEERING, FURNISHING AND INSTALLATION OF A COMPLETE, FUNCTIONING SYSTEM(S) BASED ON THE SCHEMATIC LAYOUT SHOWN ON THE ARCHITECTURAL DRAWINGS, DESCRIBED HEREIN AND IN COMPLIANCE WITH PREVAILING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL ORDERING OF ALL DEVICES AND FIXTURES TO ENSURE PROPER OPTIONS, ACCESSORIES AND CONFIGURATIONS. CONTRACTOR SHALL PROVIDE COMPLETE DESIGN AND DOCUMENTATION AS REQUIRED FOR SUBMISSION TO, AND APPROVAL OF ARCHITECT, OWNER, AND GOVERNING BUILDING DEPARTMENT.

UPON COMPLETION OF REVIEW BY THE ARCHITECT OR ENGINEER OF RECORD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING DOCUMENTS TO PERMIT AGENCY FOR PLANS REVIEW AND PAYING ANY PLANS CHECK AND PERMIT FEES.

1. ELEVATOR2. FIRE SUPPRESION SYSTEM3. LATERAL BRACING AND ANCHORAGE OF MECHANICAL AND ELECTRICAL EQUIPMENT

WEIGHING MORE THAN 75 LBS (EXCEPTIONS PER ASCE 7, SECTION 13.1.4)4. FLAGPOLE

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT LISTED HERE.

IN ADDITION TO THE BASE BUILDING BID, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ALTERNATES:

SEE ARCHITECTURAL DRAWINGS AND PROJECT MANUAL FOR ADDITIONAL SCOPE OF ALTERNATES.

DEFERRED / BIDDER DESIGN ITEMS

ALTERNATES

NONEMIN LOT AREA:

PROJECT AREA: 4.79 ACRES

3 STORY, 40'MAX BLDG HT:

FRONT: 10' MINSIDE: 0' MINBACK: 10' MIN

SETBACKS:

3-2E-09B-01101TAX ID#:

PROJECT TEAM

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OREGON CITYPUBLIC WORKS

JUL 10, 2020

19112

GENERAL PROJECTINFORMATION


PERMIT SET

SHEET INDEX

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SHEET INDEX


PERMIT SET

SHEET # SHEET NAME

PLUMBINGP0.01 SYMBOL LIST AND GENERAL NOTESP0.02 SCHEDULESP0.03 SCHEDULESPD2.11A DEMO FLOOR PLAN - LEVEL 1 SOUTHPD2.12A DEMO FLOOR PLAN - LEVEL 2 SOUTHP1.11A FLOOR PLAN - UNDERGROUND SOUTHP1.11B FLOOR PLAN - UNDERGROUND NORTHP2.11A FLOOR PLAN - LEVEL 1 SOUTHP2.11B FLOOR PLAN - LEVEL 1 NORTHP2.12A FLOOR PLAN - LEVEL 2 SOUTHP2.13 ENLARGED PLANSP2.14 ENLARGED PLANSP4.01 DETAILS

MECHANICALM0.01 SYMBOL LIST AND GENERAL NOTESM0.02 SCHEDULESM0.03 SCHEDULESM0.04 SCHEDULESM0.05 SCHEDULESM0.06 SCHEDULESM0.07 SCHEDULESMD2.11A DEMO FLOOR PLAN - LEVEL 1 SOUTHMD2.11B DEMO FLOOR PLAN - LEVEL 1 NORTHMD2.12A DEMO FLOOR PLAN - LEVEL 2 SOUTHM1.11A FLOOR PLAN - LEVEL 1 SOUTH - MECHANICAL ZONEM1.12A FLOOR PLAN - LEVEL 2 SOUTH - MECHANICAL ZONEM2.11A FLOOR PLAN - LEVEL 1 SOUTHM2.11B FLOOR PLAN - LEVEL 1 NORTHM2.12A FLOOR PLAN - LEVEL 2 SOUTHM2.12B FLOOR PLAN - LEVEL 2 NORTHM2.13 FLOOR PLAN - LEVEL 1 SOUTHWESTM2.14 FLOOR PLAN - LEVEL 1 SOUTHEASTM2.15 FLOOR PLAN - LEVEL 2 SOUTHWESTM2.16 FLOOR PLAN - LEVEL 2 SOUTHEASTM2.17 FLOOR PLAN - FLEET MAINTENANCE EASTM2.18 FLOOR PLAN - FLEET MAINTENANCE WESTM2.21A ROOF PLAN - SOUTHM4.01 DETAILSM4.02 DETAILSM4.03 DETAILSM5.01 PIPING DIAGRAMS

ELECTRICALE0.01 SYMBOL LIST AND GENERAL NOTESE0.02 LUMINAIRE SCHEDULEE1.01 SITE PLANED2.11A DEMO FLOOR PLAN - LEVEL 1 SOUTHED2.11B DEMO FLOOR PLAN - LEVEL 1 NORTHED2.12A DEMO FLOOR PLAN - LEVEL 2 SOUTHED2.13 DEMO FLOOR PLAN - LEVEL 1 SOUTHWESTED2.14 DEMO FLOOR PLAN - LEVEL 1 SOUTHEASTED2.15 DEMO FLOOR PLAN - LEVEL 2 SOUTHWESTED2.16 DEMO FLOOR PLAN - LEVEL 2 SOUTHEASTE2.11A FLOOR PLAN - LEVEL 1 SOUTHE2.11B FLOOR PLAN - LEVEL 1 NORTHE2.12A FLOOR PLAN - LEVEL 2 SOUTHE2.13 FLOOR PLAN - LEVEL 1 SOUTHWESTE2.14 FLOOR PLAN - LEVEL 1 SOUTHEASTE2.15 FLOOR PLAN - LEVEL 2 SOUTHWESTE2.16 FLOOR PLAN - LEVEL 2 SOUTHEASTE2.17 FLOOR PLAN - FLEET MAINTENANCE EASTE2.18 FLOOR PLAN - FLEET MAINTENANCE WESTE2.21A ROOF PLAN - SOUTHE2.31A REFLECTED CEILING PLAN - LEVEL 1 SOUTHE2.32A REFLECTED CEILING PLAN - LEVEL 2 SOUTHE2.32B REFLECTED CEILING PLAN - LEVEL 2 NORTHE2.33 REFLECTED CEILING PLAN - LEVEL 1 SOUTHWESTE2.34 REFLECTED CEILING PLAN - LEVEL 1 SOUTHEASTE2.35 REFLECTED CEILING PLAN - LEVEL 2 SOUTHWESTE2.36 REFLECTED CEILING PLAN - LEVEL 2 SOUTHEASTE2.37 REFLECTED CEILING PLAN - FLEET MAINTENANCE

EASTE2.38 REFLECTED CEILING PLAN - FLEET MAINTENANCE

WESTE4.01 DETAILSE4.02 DETAILSE4.03 DETAILSE5.01 SINGLE LINE DIAGRAMSE6.01 SCHEDULESE6.02 PANEL SCHEDULESE6.03 PANEL SCHEDULES

SHEET # SHEET NAME

A2.56 FINISH WALL PLAN - LEVEL 2 SOUTHWESTA3.01 EXTERIOR ELEVATIONSA3.02 EXTERIOR ELEVATIONSA3.03 EXTERIOR ELEVATIONSA3.04 EXTERIOR ELEVATIONSA4.01 BUILDING SECTIONSA4.02 BUILDING SECTIONSA5.01 WALL SECTIONSA5.02 WALL SECTIONSA5.03 WALL SECTIONSA5.04 WALL SECTIONSA5.05 WALL SECTIONSA5.06 WALL SECTIONSA6.01 ENLARGED STAIR PLANS & SECTIONSA6.02 ENLARGED STAIR PLANS & SECTIONSA6.03 ENLARGED STAIR PLANS & SECTIONSA6.04 ENLARGED TOILET ROOM PLANSA6.05 ENLARGED TOILET ROOM PLANSA6.06 ENLARGED CASEWORK PLANSA7.01 GENERAL EXTERIOR DETAILSA7.11 EXTERIOR DETAILS - OFFICE STOREFONT OPENINGSA7.12 EXTERIOR DETAILS - OFFICE STOREFONT OPENINGSA7.13 EXTERIOR DETAILS - FLEET MAINT. OPENINGSA7.31 EXTERIOR DETAILSA7.32 EXTERIOR DETAILS - OFFICE ROOFA7.33 EXTERIOR DETAILS - WAREHOUSE ROOFA7.34 EXTERIOR DETAILS - SEISMIC JOINTSA8.01 INTERIOR ELEVATIONSA8.02 INTERIOR ELEVATIONSA8.03 INTERIOR ELEVATIONSA8.04 INTERIOR ELEVATIONSA8.05 INTERIOR ELEVATIONSA8.06 INTERIOR ELEVATIONSA8.07 INTERIOR ELEVATIONSA8.08 INTERIOR ELEVATIONSA8.09 INTERIOR ELEVATIONSA8.10 INTERIOR ELEVATIONSA8.11 INTERIOR ELEVATIONSA8.12 INTERIOR ELEVATIONSA8.13 INTERIOR ELEVATIONSA8.14 INTERIOR ELEVATIONSA8.15 INTERIOR ELEVATIONSA8.16 INTERIOR ELEVATIONSA8.17 INTERIOR ELEVATIONSA8.18 INTERIOR ELEVATIONSA8.19 INTERIOR ELEVATIONSA8.20 INTERIOR ELEVATIONSA9.11 INTERIOR DETAILSA9.12 INTERIOR DETAILSA9.13 INTERIOR DETAILSA9.14 INTERIOR DETAILSA9.15 INTERIOR DETAILSA10.01 DOOR TYPES AND DOOR FRAMESA10.02 DOOR SCHEDULEA10.11 WINDOW SCHEDULE & WINDOW TYPESA10.12 WINDOW SCHEDULE & WINDOW TYPESA10.13 INTERIOR GLAZING SCHEDULE & GLAZING TYPEA10.21 FINISH SCHEDULEA10.23 FINISH LEGEND

STRUCTURALS1.11 STRUCTURAL NOTESS1.12 INSPECTIONS AND TESTSS2.11 FOUNDATION PLAN SOUTHWESTS2.12 FOUNDATION PLAN SOUTHEASTS2.13 SECOND FLOOR FRAMING PLAN SOUTHWESTS2.14 SECOND FLOOR FRAMING PLAN SOUTHEASTS2.15 ROOF FRAMING PLAN SOUTHWESTS2.16 ROOF FRAMING PLAN SOUTHEASTS2.17 PRELIMINARY MEZZANINE PLANSS2.18 FLEET MAINTENANCE PARTIAL FOUNDATION PLANS2.19 FLEET MAINTENANCE PARTIAL ROOF PLANS2.20 WAREHOUSE FOUNDATION PLANS2.21 WAREHOUSE ROOF PLANS3.01 DETAILSS3.02 DETAILSS3.03 DETAILSS3.04 DETAILSS4.01 DETAILSS4.02 DETAILSS5.01 DETAILSS5.02 DETAILSS5.03 DETAILS

SHEET # SHEET NAME

GENERALG0.01 GENERAL PROJECT INFORMATIONG0.02 SHEET INDEXG1.01 CODE SUMMARYG1.02 LIFE SAFETY PLANS

CIVILC S COVER SHEETC0.1 CIVIL GENERAL NOTESC0.5 EXISTING CONDITIONS AND DEMO PLANC1.0 CIVIL SITE PLANC1.1 CIVIL SITE DIMENSIONING PLANC1.2 CIVIL SITE DIMENSIONING PLANC1.3 CIVIL SITE DIMENSIONING PLANC1.4 CIVIL SITE DIMENSIONING PLANC1.5 CIVIL SITE DIMENSIONING PLANC2.0 OVERALL GRADING PLANC2.1 GRADING DETAIL PLANC2.2 GRADING DETAIL PLANC2.3 GRADING DETAIL PLANC2.4 GRADING DETAIL PLANC2.5 GRADING DETAIL PLANC2.6 FIR STREET DETAIL PLANC2.7 FIR STREET DETAIL PLANC3.0 CIVIL UTILITY PLANC4.0 CIVIL DETAILSC4.1 CIVIL DETAILSC4.2 CIVIL DETAILSC4.3 CIVIL DETAILSC4.4 CIVIL DETAILSC4.5 CIVIL DETAILSC4.6 CIVIL DETAILSEC100 1200-C COVER SHEETEC200 EROSION CONTROL - CLEARING, DEMOLITION AND

MASS GRADING SHEETEC300 EROSION CONTROL - UTILITY, GRADING, PAVING

AND FINAL STABILIZATIONED400 EROSION CONTROL DETAILS

LANDSCAPEL1.0 LANDSCAPE PLANL1.1 ENLARGED LANDSCAPE LAYOUT PLANL2.0 PLANTING PLANL2.1 PLANTING PLANL2.2 PLANTING DETAILISL3.0 IRRIGATION PLANL3.1 IRRIGATION DETAILS

ARCHITECTURALA0.01 ARCHITECTURAL GENERAL NOTESA0.10 GENERAL DIAGRAMSA0.20 ASSEMBLIESA0.21 ASSEMBLIESA1.01 SITE PLANAD.01 DEMOLITION SITE PLANAD.02 DEMOLITION FLOOR PLAN-LEVEL 1 SOUTHAD.03 DEMOLITION FLOOR PLAN-LEVEL 2 SOUTHA1.02 SITE DETAILSA2.11A FLOOR PLAN - LEVEL 1 SOUTHA2.11B FLOOR PLAN-LEVEL 1 NORTHA2.12 FLOOR PLAN - LEVEL 2 SOUTHA2.13 ENLARGED PLANSA2.14 ENLARGED PLANSA2.15 ENLARGED PLANSA2.16 ENLARGED PLANSA2.17 ENLARGED PLANSA2.18 ENLARGED PLANSA2.21A ROOF PLAN-SOUTHA2.21B ROOF PLAN-NORTHA2.31A REFLECTED CEILING PLAN- LEVEL 1 SOUTHA2.32A REFLECTED CEILING PLAN- LEVEL 2 SOUTHA2.32B REFLECTED CEILING PLAN LEVEL 2 NORTHA2.33 ENLARGED REFLECTED CEILING PLANA2.34 ENLARGED REFLECTED CEILING PLANA2.35 ENLARGED REFLECTED CEILING PLANA2.36 ENLARGED REFLECTED CEILING PLANA2.37 ENLARGED REFLECTED CEILING PLANA2.38 ENLARGED REFLECTED CEILING PLANA2.51 FINISH FLOOR PLAN - LEVEL 01A2.52 FINISH FLOOR PLAN - LEVEL02A2.53 FINISH WALL PLAN - LEVEL 1 SOUTHWESTA2.54 FINISH WALL PLAN - LEVEL 1 SOUTHEASTA2.55 FINISH WALL PLAN - LEVEL 2 SOUTHEST

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OCCUPANCY

CONSTRUCTION TYPE

BUILDING CODE SUMMARY 2019 OREGON STRUCTURAL SPECIALTY CODEB (OFFICE), S-1 (VEHICLE SERVICE), S-2 (STORAGE) SEPERATED

TYPE V-B & II-B, FULLY SPRINKLERED

-

TABLE 504.3TABLE 504.4TABLE 506.2

ALLOWABLE HEIGHT / STORIES / AREA FACTOR

MODIFICATIONS

ALLOWABLE BUILDING AREA

FRONTAGE INCREASESECTION 506.3

ACTUAL HEIGHT / STORIES

If = [F/P - 0.25] x W/30

ACCESSORY OCCUPANCYSECTION 508.2

MIXED OCCUPANCYSECTION 508.3 / 508.4

CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

Aa = [At + (NS x If)] x Sa

BUILDING AREA:

TOTAL BUILDING AREA

B Occupancy (VB)

If = [F/P - 0.25] x W/30

S-1 Occupancy (IIB)

If = [F/P - 0.25] x W/30

Aa = [At + (NS x If)] x SaS-2 Occupancy (IIB)

Level I

Aa = [At + (NS x If)] x Sa

ALLOWABLE AREA RATIO 23,576 (.35) 8,869 (.11) 41,993 (.34)

= 0.70175

B: 60 FT / 3 STORY / 27000 SFS-1: 75 FT / 3 STORY / 70000 SFS-2: 75 FT / 4 STORY/ 104000 SF

If = [1/1 - 0.25] x 28.07/30

22' - 6" / 2 Story

Level 1 A-2 cafeteria is considered accessory occupancies and do not exceed10% of the Level 1 floor area. No fire separation required.Separated; 1 HR fire barrier provided between B and S-2occupancies.

EQUATION 5-#

= [27000 SF + (9000 SF x 0.70175)] x 2= 33316 SF x 2= 66632 SF

62650 SF

74438 SF

= [70000 SF + (17500 SF x .70175)] x 1= 82906 SF x 1= 82906 SF

=[104000 SF + (26000 SF x .70175)] x1=122245.5 SF x 1=122245.5 SF

If = [1/1 - 0.25] x 28.07/30= .70175 = .70175

If = [1/1 - 0.25] x 28.07/30]

INTERIOR WALL AND CEILING FNIISH REQUIREMENTS (FLAME SPREAD RATING)TABLE 803.13

CHAPTER 8: INTERIOR FINISHES

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYSCORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPSROOMS AND ENCLOSED SPACES

CHAPTER 9: FIRE PROTECTION SYSTEMS

OFFICE WAREHOUSEBCC

THE EXISTING BUILDING IS SPRINKLERED

CC

C

OCCUPANT LOAD (OL)SECTION 1004

CHAPTER 10: MEANS OF EGRESS

EXIT ACCESS TRAVEL DISTANCETABLE 1017.2

TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING

TABLE 1020.2 MINIMUM CORRIDOR WIDTH

TABLE 1006.2.1 MAX OCCUPANT LOAD FOR ONE EXITMAX COMMON PATH OF EGRESS TRAVEL

SECTION 1020.4 DEAD ENDS*LENGTH IS NOT LIMITED WHERE LENGTH < 2.5x WIDTH

486

300 FT

0

49 Occupants

44 INCHES

X < 50 FT FEET

100 FT

MOTOR VEHICLE RELATED OCCUPANCYSECTION 406

CHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE

The warehouse is considered an enclosed public parking garage.

REPAIR GARAGESECTION 406.8The motor vehicle repair room is enclosed with a 1-hour fire barrier .

HIGH-PILED COMBUSTIBLE STORAGESECTION 435The storage warehouse includes high-piled combustible storage. See floor plans for additional information

TABLE 435.5.1 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS

VB IIB

S-2

S-1

A-2B

FUTURE EXPANSION

[3,138 SF]

VB IIB

S-1B

OCCUPANCY LEGEND

BTYPE VB-SPRINKLERED

A-2 (ACCESSORY) TYPE VB-SPRINKLERED

S-1 TYPE IIB-SPRINKLERED

S-2 TYPE IIB-SPRINKLERED

STRUCTURAL SEPARATION LINE

NO OCCUPANCY

PLUMBING FIXTURE SUMMARY

OCCUPANCY (CHAPTER 3) TOTAL MALE FEMALEOCCUPANTS

MALEFEMALEWATER CLOSETS

FEMALELAVATORIES DRINKING

FOUNTAINSSERVICE

SINKS

BS-2

REQUIREDPROVIDED

MALEA-3

CHAPTER 29: PLUMBING FIXTURES

57 57 2.14 2.14 1.425 1.42588 88 0.88 0.88 0.88 0.88

4 5 3 3

99 99 0.792 1.523077 0.495 0.495113176

15 6 5 6 0

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CODE SUMMARY


PERMIT SET

LIFE SAFETY OCCUPANT LOAD SCHEDULETABLE 1004.1.2

OCCUPANT LOADFUNCTION OF SPACE0

ASSEMBLY 213BUSINESS 92KITCHEN 2LOCKER 34

STORAGE 176517

NORTHPROJECT

NORTHPROJECT

1" = 40'-0"1BUILDING AREA PLAN-LEVEL 1

1" = 40'-0"2BUILDING AREA PLAN-LEVEL 2

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CODE SUMMARY LEGEND

# SFOLF #

Function

NAMEOcc Grp

AREA NAME

OCCUPANCY (CH. 3)AREA (SF)OCCUPANT LOAD FACTOR / NUMBER OF OCCUPANTS

FUNCTION (CH. 10)

1 HOUR RATED ASSEMBLY

EXIT SIGNSHADE INDICATES ILLUMINATE FACE. ARROW INDICATES DIRECTION TO EXIT

UNOCCUPIED AREA. OCCUPANT LOAD NOT INCLUDED IN BUILDING TOTALS

100' - 0"PATH A

EXIT ACCESS PATH

FEC or FEMULTI-PURPOSE FIRE EXTINGUISER AND CABINET (FEC) OR FIRE EXTINGUISER (FE) ON BRACKET. VERIFY EXACT LOCATIONS AND QUANTITY WITH FIRE DEPARTMENT.

A EXIT ACCESS DOOR

WALL RATINGS TO CONTINUE ABOVE / BELOW ALL DOORS, RELITES, ETC.

MEANS OF EGRESS ILLUMINATION

42258 SF141300

STORAGE

STORAGE[W]S-1

348 SF2300

STORAGE

STORAGE[W]S-1

297 SF2150

BUSINESS

OFFICE[W]B

512 SF2300

STORAGE

STORAGE[W]S-1

5085 SF17300

STORAGE

FLEETSHOP [W]

S-1

262'-6"1468 SF

9815ASSEMBLY

STAFFROOM

A-3

308 SF2200

KITCHEN

KITCHENB

133 SF1300

STORAGE

VENDINGB

2140 SF15150

BUSINESS

OPENOFFICE

B

169 SF1300

STORAGE

STORAGEB

110 SF1300

STORAGE

STORAGEB

375 SF2615

ASSEMBLY

CONF RMB

578 SF4150

BUSINESS

LOBBYB

784 SF6150

BUSINESS

CREWROOM

B

968 SF7150

BUSINESS

CREWROOM

B

774 SF6150

BUSINESS

CREWROOM

B

1179 SF2450

LOCKER

MENSLOCKER

B

464 SF1050

LOCKER

WOMENSLOCKER

B

364 SF3150

BUSINESS

LAUNDRYB

MAX TRAVEL DISTANCE

89'-0"

MAX TRAVEL DISTANCE

97 SF1150

BUSINESS

RESTROOMB

1113 SF4300

STORAGE

SIGNSHOP

S-1

G FH

A

B

C

D

300 SF3150

BUSINESS

OFFICEB

144 SF1150

BUSINESS

OFFICEB

143 SF1150

BUSINESS

OFFICEB

201 SF2150

BUSINESS

OFFICEB

227 SF2150

BUSINESS

OFFICEB

889 SF6150

BUSINESS

CREWROOM

B

1732 SF12150

BUSINESS

HALLB

E

516 SF3515

ASSEMBLY

CONF. RMB

716 SF5150

BUSINESS

OPENOFFICE

B

155 SF1300

STORAGE

STORAGEB

586 SF4150

BUSINESS

LOBBYB

342 SF2315

ASSEMBLY

CONF. RMB

44 SF1300

STORAGE

STORAGEB

92 SF1150

BUSINESS

QUIETROOM

B

OPEN

OPEN

OPEN

89'-0"

MAX TRAVEL DISTANCE

4636 SF31150

ASSEMBLY

OPENOFFICE

B

90 SF1300

STORAGE

STORAGEB

120 SF1300

BUSINESS

STORAGEB

122 SF1150

BUSINESS

OFFICEB

122 SF1150

BUSINESS

OFFICEB

309 SF3150

BUSINESS

OFFICEB

247 SF2150

BUSINESS

OFFICEB

138 SF1150

BUSINESS

OFFICEB

150 SF2150

BUSINESS

OFFICEB

155' - 3"

Job Number:

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19112

LIFE SAFETY PLANS


PERMIT SET

NORTHPROJECT

3/64" = 1'-0"3LIFE SAFETY PLAN - LEVEL ONE

3/64" = 1'-0"1SECOND FLOOR

EXIT DOOR SUMMARY

EXIT #OCCUPANT

LOADREQUIRED

CLEAR WIDTHDOORWIDTH

CLEAR WIDTHPROVIDED

A 73 32" 72" 64"B 29 32" 36" 32"C 37 32" 36" 32"D 42 32" 36" 32"E 0 32" 72" 64"F 51 32" 36" 32"G 51 32" 36" 32"H 87 32" 36" 32"

NORTHPROJECT

LIFE SAFETY OCCUPANT LOAD SCHEDULETABLE 1004.1.2

OCCUPANT LOADFUNCTION OF SPACE0

ASSEMBLY 213BUSINESS 92KITCHEN 2LOCKER 34

STORAGE 176517

GRAPHIC SYMBOLS

NORTH

101A

1

A7.011

-

1A4.01

-

A5.02

1

1

1

1

NAME101

1A4.01

-

9'-0"P-#

NAMEELEVATION

IW2-41HR A

4'-0"

3RFI 123

NORTH ARROW

GRID LINE

VERTICAL DATUM

ROOM NAME AND NUMBER

EXTERIOR ELEVATION

DRAWING NUMBERSHEET NUMBER

BUILDING SECTION / WALL SECTION

INTERIOR ELEVATION

DETAIL CALLOUT

DOOR NUMBER

CEILING HEIGHT

WALL / ASSEMBLY TYPE

WINDOW TYPE

REVISION




CEILING HEIGHT ABOVE LEVEL

REVISION DOCUMENT

WALL TYPEMODIFIERS

MATERIAL / FINISH

ABBREVIATIONS

ROOM NUMBER

DOOR

MATERIAL TYPE

MATERIAL NUMBER

CONFIGURATION

2

3

4

A3.01

ACCESSORY / EQUIPMENT TYPE

#

SPOT ELEVATION

CPT-1

X'-X"

KEYNOTE

07-02

DIMENSIONS

DIMENSIONS ARE INDICATED IN THE DOCUMENTS. THE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS.

IN MANY INSTANCES THE ACTUAL DIMENSIONS MAY BE LESS IMPORTANT THAN IF ELEMENTS ARE TO BE EQUALLY SPACED OR ALIGNED. IN THESE CASES, THE NOTATION "EQ" OR "ALIGN" IS USED IN LIEU OF A DIMENSION.

DETAILS WILL GOVERN ALL DIMENSIONS NOT SHOWN ON PLANS. REFERENCE INDICATED DIMENSION POINTS.

DIMENSIONS SHOWN ARE TO GRIDLINE, CENTERLINE OF COLUMN, OR FACE OF STUD / MASONRY, UNLESS NOTED OTHERWISE.

INTERIOR WALLS WHICH ARE EQUALLY SPACED ARE DIMENSIONED TO CENTERLINE OF WALL.

DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED IN WALLS AS SHOWN ON PLANS OR LOCATED 4 1/2" FROM FACE OF WALL TO ROUGH OPENING.

A.

B.

C.

D.

E.

F.

4 1/2" TYP.

ACCENT PAINT COLOR WHERE OCCURS

1

HEIGHT ABOVE LEVEL

X'-X" TC TOP OF CURB HEIGHTX'-X" TC BOTTOM OF CURB

HEIGHT

REVISION NUMBER

FLOOR / FLOOR-CEILING / ROOF ASSEMBLY TYPE

R-1

ASSEMBLY CATEGORY

ASSEMBLY NUMBER

CASEWORK TYPE

A

Job Number:

Sheet No:

THES

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AND

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OF

THE

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PAT

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Drawing:

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19112

ARCHITECTURALGENERAL NOTES


PERMIT SET

RB RESILIENT BASERF RESILIENT FLOORRA RETURN AIRREV REVISIONSRH RIGHT HANDROW RIGHT OF WAYRD ROOF DRAINRM ROOMRO ROUGH OPENING

SCHED SCHEDULESEC SECTIONSAM SELF ADHERED MEMBRANESSK SERVICE SINKSHTHG SHEATHINGSHT SHEETSM SHEET METALSHWR SHOWERSIM SIMILARSC SOLID CORESP SOLID PIPESSM SOLID SURFACE MATERIALS SOUTHSPK SPEAKERSPEC SPECIFICATIONSSQ SQUARESF SQUARE FOOTSTN STAINSS STAINLESS STEELSTD STANDARDSTA STATIONSTL STEELSTRUCT STRUCTURALSA SUPPLY AIRSUSP SUSPENDEDSYM SYMMETRICAL

TEL TELEPHONETV TELEVISIONTEMP TEMPERATURETER TERRAZZOTHK THICK / THICKNESST/M TO MATCHTLT TOILETT&G TONGUE AND GROOVETJ TOOL JOINTTP TOPTO TOP OFTOC TOP OF CONCRETETC TOP OF CURBTOP TOP OF PARAPETTOS TOP OF STEELTOSF TOP OF SUB-FLOORTOW TOP OF WALLT TREAD OR TILETS TUBE STEELTYP TYPICAL

UL UNDERWRITER'SLABORATORY

UNF UNFINISHEDUNO UNLESS NOTED OTHERWISEUR URINAL

VB VAPOR BARRIERVR VAPOR RETARDERVP VENT PIPEVFY VERIFYVIF VERIFY IN FIELDVERT VERTICALVG VERTICAL GRAINVCT VINYL COMPOSITION TILE

WSCT WAINSCOTWC WATER CLOSETWR WATER RESISTANTWP WATERPROOFW WATTWRB WEATHER RESISTANT

BARRIERWT WEIGHTWWF WELDED WIRE FABRICW WESTWO WHERE OCCURSWF WIDE FLANGEWDW WINDOWW/ WITHW/O WITHOUTWD WOODWI WROUGHT IRON

FRZ FREEZERFURR FURRINGFUT FUTURE

GALV GALVANIZEDGI GALVANIZED IRONGA GAUGEGC GENERAL CONTRACTORGL GLULAMGR GRADEGND GROUNDGYP GYPSUMGWB GYPSUM WALL BOARD

HNDCP HANDICAPHDWR HARDWAREHDWD HARDWOODHDR HEADERHVAC HEATING VENTILATING AIR

CONDITIONINGHT HEIGHTHPL HIGH PRESSURE LAMINATEHC HOLLOW COREHM HOLLOW METALHSS HOLLOW STRUCTURAL STEELHORIZ HORIZONTALHP HORSE POWERHB HOSE BIBHW HOT WATERHR HOUR

IN INCHESID INSIDE DIAMETERINSUL INSULATIONINT INTEROIRIE INVERT ELEVATION

JT JOINTJST JOISTJH JOIST HANGERJB JUNCTION BOX

KD KILN DRIEDKW KILOWATTKIT KITCHEN

LAM LAMINATEDLAV LAVATORYLB LEADER BOXLH LEFT HANDLT LIGHTLTWT LIGHTWEIGHTLKR LOCKER

MB MACHINE BOLTMH MANHOLEMFR MANUFACTURERMO MASONRY OPENINGMAT MATERIALMAX MAXIMUMMECH MECHANICALMC MEDICINE CABINETMTL METALMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMRGWB MOISTURE RESISTANT GWBMTD MOUNTEDMULL MULLION

(N) NEWNOM NOMINALN NORTHNIC NOT IN CONCRACTNTS NOT TO SCALENO NUMBER

OBS OBSCUREOC ON CENTEROTS OPEN TO STRUCTUREOPNG OPENINGOPP OPPOSITEOD OUTSIDE DIAMETEROFCI OWNER FURNISHED

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED OWNER

INSTALLED

PNT PAINTPTD PAINTEDP PANTRYPLAS PLASTICPLAM PLASTIC LAMINATEPL PLATE OR PROPERTY LINEPLYWD PLYWOODPVC POLYVINYL CHLORIDEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPIP POURED IN PLACEPC PRECASTPT PRESSURE TREATED

QT QUARRY TILE

R RADIUS OR RISERRWL RAIN WATER LEADERREC RECOMMENDATIONREF REFERENCEREFR REFRIGERATORREINF REINFORCE(MENT)REQ'D REQUIREDRESIL RESILIENT

L ANGLE@ ATCL CENTERLINEø DIAMETER OR ROUND# POUND OR NUMBER

AFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEACT ACOUSTIC CEILING TILEADJ ADJUSTABLEALT ALTERNATEALUM ALUMINUMAB ANCHOR BOLTANOD ANODIZEDAPPROX APPROXIMATE /

APPROXIMATELYARCH ARCHITECTURAL /

ARCHITECTAD AREA DRAINASPH ASPHALTAC ASPHALTIC CONCRETE

BRG BEARINGBLW BELOWBTWN BETWEENBITUM BITUMINOUSBLK BLOCKBLKG BLOCKINGBD BOARDBOT BOTTOMBO BOTTOM OFBC BOTTOM OF CURBBLDG BUILDINGBUR BUILT UP ROOF

CAB CABINETCPT CARPETCSMT CASEMENTCIP CAST IN PLACECI CAST IRONCB CATCH BASINCLG CEILINGCL CENTERLINECT CERAMIC TILECWD CLAD WOODCO CLEAN OUTCO CLEAN OUTCLR CLEARCW COLD WATERCOL COLUMNCONC CONCRETECMU CONCRETE MASONRY UNITCONN CONNECTIONCONT CONTINUOUSCJ CONTROL JOINTCTSK COUNTERSUNKCFM CUBIC FEET PER MINUTE

DP DAMP PROOFDEG DEGREEDEPT DEPARTMENTDET DETAILDTL DETAILDIAG DIAGONALDIA DIAMETERDIM DIMENSIONDW DISHWASHERDR DOORDO DOOR OPENINGDBL DOUBLEDH DOUBLE HUNGDF DOUGLAS FIRDN DOWNDS DOWNSPOUTDWR DRAWERDWG DRAWINGDSP DRY STANDPIPEDISP GARBAGE DISPOSAL

EA EACHE EASTELEC ELECTRICALELEV ELEVATIONEMER EMERGENCYENCL ENCLOSUREEQ EQUALEQUIP EQUIPMENTEXIST EXISTING(E) EXISTINGEJ EXPANSION JOINTEXP EXPOSEDEXT EXTERIOR

FOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFC FIBER CEMENTFG FIBERGLASSFRP FIBERGLASS REINFORCED

PLASTICFIN FINISHFA FIRE ALARMFE FIRE EXTINGUISERFEC FIRE EXTINGUISHER CABINETFRT FIRE RETARDANT TREATEDFLASH FLASHINGFLR FLOORFD FLOOR DRAINFLUOR FLOURESCENTFT FOOT / FEETFTG FOOTINGFDN FOUNDATION

(a) FRONT APPROACH PULL SIDE

18" MIN.

60" M

IN.

(b) FRONT APPROACH PUSH SIDE

12" MIN.*

48" M

IN.

* IF BOTH CLOSER AND LATCH ARE PROVIDED

(c) HINGE APPROACH PULL SIDE (d) HINGE APPROACH PULL SIDE

36" MIN.

60" M

IN.

42" MIN.

54" M

IN.

(e) HINGE APPROACH PUSH SIDE (f) LATCH APPROACH PULL SIDE

22" MIN.

42" M

IN. *

*

24" MIN.

48" M

IN.*

12" MIN*

* IF BOTH CLOSER AND LATCH ARE PROVIDED** 48" MIN IF BOTH CLOSER AND LATCH ARE PROVIDED

* 54" MIN IF CLOSER IS PROVIDED

(g) LATCH APPROACH PUSH SIDE

42" M

IN.*

* 48" MIN IF CLOSER IS PROVIDED

24" MIN.

MANUEVERING CLEARANCES AT MANUAL SWINGING DOORSPER ICC A117.1-2009, FIG. 404.2.3.2

GENERAL SHEET NOTES

A. VERIFY ALL ACCESSIBILITY REQUIREMENTS WITH CURRENT CODE AND LOCAL JURISDICATION.

B. DIAGRAMS ARE INTENDED AS A REFERENCE ONLY AND ARE NOT ALL INCLUSIVE. REFERENCE CURRENT CODE AND PROJECT DOCUMENTS FOR ADDITIONAL REQUIREMENTS.

C. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DIMENSIONS SHOWN HERE AND PROPOSED WORK.

REQUIRED CLEAR FLOOR AREASPER ICC A117.1-2009

60"

60"

30" x 48" CENTERED ON LAVATORY

25" MAX.

> 27

"

4" MAX.

>= 8

0"

FIG. 604.3 SIZE OF CLEARANCE FOR WATER CLOSET

OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA

SIZE OF CLEARANCE FOR LAVATORY

PROTRUDING OBJECTSPER ICC A117.1-2009 FIG. 307.2 LIMITS OF PROTRUDING OBJECTS

review

for p

rojec

t

605.3 SIZE OF CLEARANCE FOR URINAL

30" x 48" CENTERED ON URINAL

UNIVERSAL HC SYMBOLPAINTED HIGHWAY WHITE (TWO COATS)

BACKGROUND PAINTED BLUE TO MATCH COLOR #15090 IN FED. STD. 595A

GRID SHOWN FOR REFERENCE ONLY

ALCOVE: FORWARD APPROACH

24" M

AX.

36" MIN.

48" M

IN.

ALCOVE: PARALLEL APPROACH

15" M

AX.

60" MIN.

30" M

IN.

48" M

AX H

IGH

EST

OPE

RAB

LE P

ART

17" M

AX44" M

AX

STANDARD MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTSDIMENSIONS ARE FROM FACE OF FINISH AND/OR CENTERLINE OF FIXTURE OR ACCESSORY

8" MIN KNEE HIGH

9"

MIRROR

CH

40" M

AX.

TO B

.O. R

EFLE

CTI

VE S

UR

FAC

E

44" M

IN.

48" M

AX.

INSULATED PIPE WRAP

ELECTRICAL AND CONTROLS

48" M

AX.

15" M

IN.

STANDARD TOILET ACCESSIBLE TOILET AND GRAB BARS

33" -

36"

39" -

41"

18" M

IN.

42"

40"

12"36" 6"

18"

ACCESSIBLE URINAL LAVATORY ACCESSIBLE SHOWER

6" MIN.

27" M

IN.

29" M

IN.

34" M

AX.

SD

TOILET ROOM ACCESSORIES

43"

SCD SCD

FIRE EXTINGUISHER CABINET

SD PTD

COAT HOOK

8" TYP. @ DOORS

33" -

36"

CL

38"48

"

CONTROLS

38"-4

3"

36" M

AX.

STAN

DIN

G

PER

SON

S

WH

EELC

HAI

R

ACC

ESSI

BLE

DRINKING FOUNTAIN SPOUT LOCATION

15" MIN.5" MAX.

15" M

IN.TPD

7" - 9"

15" M

IN.TPD

7" - 9"

17" -

19"

18"

17" -

19"

2' -

6"

Job Number:

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19112

GENERAL DIAGRAMS


PERMIT SET

GENERAL SHEET NOTES

IW2-41HR A

4'-0"

WALL TYPE SYMBOL

WALL TYPE

ACOUSTIC INSULATION

PARTIAL HEIGHT / WALL CONFIGURATIONFRAMING OR CMU/CONC SIZE

FIRE RATING (IN HOURS)

A. REFERENCE DETAILS FOR ASSEMBLIES NOT SHOWN HERE.

B. SEE FINISH SCHEDULE, INTERIOR ELEVATIONS, AND DETAILS FOR SPECIAL CONDITIONS AND APPLIED WALL FINISHES.

C. MAINTAIN FIRE RATING OF WALLS AROUND FIRE EXTINGUISHERS, CABINETS, AND OTHER RECESSED ITEMS.

D. PROVIDE ACOUSTICAL SEALANT AT FLOOR / CEILING/ WALL TRANSITIONS, RECESSED BOXES, AND PENETRATIONS OF SOUND RATED ASSEMBLIES AND OTHER CONSTRUCTION AS REQUIRED TO ACHIEVE NOTED STC RATINGS.

E. PROVIDE MOISTURE RESISTANT GYPSUM BOARD TYPICAL AT ALL RESTROOMS, BATHROOMS, AND KITCHEN WALLS.

F. ALL FRAMING AND FINISHES OF INTERIOR WALLS TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE.

G. WHERE PARTITIONS ARE SOUND RATED OR FIRE RATED AND INCLUDE PROPRIETARY MANUFACTURERS, NO SUBSTITUTIONS ARE ALLOWED.

H. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED.

I. PROVIDE DEFLECTION HEADS PER TYPICAL METAL FRAMING DETAILS.

J. FOR TYPICAL LIGHT GAUGE METAL FRAMING DETAILS SEE X/XX.

0 = MTL FURRING, 7/8" OR AS INDICATED1 = 1 5/8"2 = 2 1/2"3 = 3 1/2"4 = 46 = 6"8 = 8"

0 = MTL FURRING, 7/8" OR AS INDICATED4 = 2" x 4"6 = 2" x 6"8 = 2" x 8"

update as needed

delete wood or metal framing

sizes if not applicable to

project

STRUCTURE

CEILING

X'-X" A B C D E

X'-X"

A

B

C

D

E

PARTIAL HEIGHT WALL; HEIGHT AS INDICATED.

FRAMING AND FINISHES TERMINATE AT UNDERSIDE OF CEILING. BRACE AS REQUIRED.

FRAMING AND FINISHES TERMINATE 4" ABOVE FINISHED CEILING. BRACE AS REQUIRED.

FRAMING EXTENDS TO BOTTOM OF STRUCTURE. FINISHES TERMINATE AT 4" ABOVE FINISHED CEILING.

FRAMING AND FINISH ONE SIDE OF WALL EXTEND TO BOTTOM OF STRUCTURE. FINISH OTHER SIDE TERMINATES AT 4" ABOVE FINISHED CEILING.

FRAMING AND FINISHES BOTH SIDE EXTEND TO UNDERSIDE OF STRUCTURE ABOVE.

FLOOR

X'-X

"

or: P if height dimensioned on elevation or section

REVIE

W FOR

PROJE

CT

METAL FRAMING SIZES

WOOD FRAMING SIZES

WALL CONFIGURATION

UPDATE

EW2-X

"X"

(E) CONC WALL

CONT. RIGID INSULATION (MIN, R-11.4), TAPE SEAMS

2x FRAMING

VAPOR BARRIER

5/8" GYP BD

INTEXT

EW3-X

"X"

EXTERIOR CLADDING, REF ELEVS FOR TYPE

1/2" AIR SPACE, MIN

WRB

PLYWOOD SHEATHING, PER STUCT

2x WD FRAMING

5/8" GYP BD

VAPOR BARRIER

THERMAL BATT INSULATION(MIN, R-21)

INTEXT

EW4-X

"X"

INTEXT

EXTERIOR CLADDING, REF ELEVS FOR TYPE

1/2" AIR SPACE, MIN

WRB

2x WD FRAMING

THERMAL BATT INSULATION(MIN, R-21)

"X"

IW1-X

5/8" GYP BD; REPLACE W/ TYPE "X" WHERE 1HR FIRE RATED ASSEMBLY IS REQ'D

2x WD FRAMING, SEE STRUCT

ACOUSTIC BATT INSULATION, WHERE OCCURS

REF INTERIOR ELEVATIONS AND DETAILS FOR APPLIED WALL FINISHES

IW2-X

(E) 6" CONC WALL


IW3-X

TAG

SID

E

"X"

5/8" GYP BD



PLYWOOD SHEATHING, SEE STRUCT

EXTERIOR WALLINTERIOR WALL

X GRID LINE

X GRID LINE

X GRID LINE

INTERIOR WALL CONT

EW1-X

(E) 6" CONC WALL


INTEXT

X GRID LINE

X GRID LINE

IW4-X

MTL FRAMING, SEE STRUCT



"X"

VAPOR RETARDER

IW5-X



CLR6" "X"

FACE OF EXISTING WALL

IW6-X

5/8" GYP BD


CLR6" "X"



INTERIOR WALL CONT

IW8-X

5/8" GYP BD




"X"

IW7-X

5/8" GYP BD


CLR6" "X"


EW5-X

MTL FRAMING, SEE STRUCT



"X"

FIBER CEMENT BOARD

INTEXT

1/2" AIR SPACE, MIN

WRB

VAPOR RETARDER

IW9-X



CLR6" "X"


WRB

CORRUGATED METAL SIDING

5/8" GYP BD AS OCCURS, REF INTERIOR ELEVATIONS

EXTERIOR WALL CONT

Job Number:

Sheet No:

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Drawing:

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A0.20


JUL 10, 2020

19112

ASSEMBLIES


PERMIT SET

FINISH FLOOR, PER SCHEDULE

CONCRETE SLAB, SEE STRUCT

VAPOR BARRIER

COMPACTED CRUSHED ROCK, SEE STRUCT

F-1

FINISH FLOOR, PER SCHEDULE

PLY WOOD SHEATHING, SEE STRUCT

ROOF FRAMING, SEE STRUCT

1/2" GYP BD, WHERE OCCURS

F-2

ACOUSTIC UNDERLAYMENT

1 1/2" GYPCRETE

SINGLE PLY ROOF MEMBRANE




R-1

1/2" COVER BD

RIGID INSULATION(MIN, R-20)

SITE WALLFLOOR / ROOF / CEILING

SW1-X

FLOOR / CEILING




F-3

CMU BLOCK

SINGLE PLY ROOF MEMBRANE




R-1

1/2" COVER BD

RIGID INSULATION(MIN, R-20)

CONC RETAINING WALL

SW2-X

"X"

GENERAL SHEET NOTES

IW2-41HR A

4'-0"

WALL TYPE SYMBOL

WALL TYPE

ACOUSTIC INSULATION

PARTIAL HEIGHT / WALL CONFIGURATIONFRAMING OR CMU/CONC SIZE

FIRE RATING (IN HOURS)

A. REFERENCE DETAILS FOR ASSEMBLIES NOT SHOWN HERE.

B. SEE FINISH SCHEDULE, INTERIOR ELEVATIONS, AND DETAILS FOR SPECIAL CONDITIONS AND APPLIED WALL FINISHES.

C. MAINTAIN FIRE RATING OF WALLS AROUND FIRE EXTINGUISHERS, CABINETS, AND OTHER RECESSED ITEMS.

D. PROVIDE ACOUSTICAL SEALANT AT FLOOR / CEILING/ WALL TRANSITIONS, RECESSED BOXES, AND PENETRATIONS OF SOUND RATED ASSEMBLIES AND OTHER CONSTRUCTION AS REQUIRED TO ACHIEVE NOTED STC RATINGS.

E. PROVIDE MOISTURE RESISTANT GYPSUM BOARD TYPICAL AT ALL RESTROOMS, BATHROOMS, AND KITCHEN WALLS.

F. ALL FRAMING AND FINISHES OF INTERIOR WALLS TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE.

G. WHERE PARTITIONS ARE SOUND RATED OR FIRE RATED AND INCLUDE PROPRIETARY MANUFACTURERS, NO SUBSTITUTIONS ARE ALLOWED.

H. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED.

I. PROVIDE DEFLECTION HEADS PER TYPICAL METAL FRAMING DETAILS.

J. FOR TYPICAL LIGHT GAUGE METAL FRAMING DETAILS SEE X/XX.

0 = MTL FURRING, 7/8" OR AS INDICATED1 = 1 5/8"2 = 2 1/2"3 = 3 1/2"4 = 46 = 6"8 = 8"

0 = MTL FURRING, 7/8" OR AS INDICATED4 = 2" x 4"6 = 2" x 6"8 = 2" x 8"

update as needed

delete wood or metal framing

sizes if not applicable to

project

STRUCTURE

CEILING

X'-X" A B C D E

X'-X"

A

B

C

D

E

PARTIAL HEIGHT WALL; HEIGHT AS INDICATED.

FRAMING AND FINISHES TERMINATE AT UNDERSIDE OF CEILING. BRACE AS REQUIRED.

FRAMING AND FINISHES TERMINATE 4" ABOVE FINISHED CEILING. BRACE AS REQUIRED.

FRAMING EXTENDS TO BOTTOM OF STRUCTURE. FINISHES TERMINATE AT 4" ABOVE FINISHED CEILING.

FRAMING AND FINISH ONE SIDE OF WALL EXTEND TO BOTTOM OF STRUCTURE. FINISH OTHER SIDE TERMINATES AT 4" ABOVE FINISHED CEILING.

FRAMING AND FINISHES BOTH SIDE EXTEND TO UNDERSIDE OF STRUCTURE ABOVE.

FLOOR

X'-X

"

or: P if height dimensioned on elevation or section

REVIE

W FOR

PROJE

CT

METAL FRAMING SIZES

WOOD FRAMING SIZES

WALL CONFIGURATION

UPDATE

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A0.21


JUL 10, 2020

19112

ASSEMBLIES


PERMIT SET

432

433

434

434 433

432

432

431

430

428

429

429

428

429

429

429429

430

431

429

430

431

432

433

434

435

436

439

438

437

436

435

435

434

434

433

432

431

429

428

429 429

429

429

431

430

430

430

431

431

431

430

431

432

428

"GDI"SIGN

432

433

434

434 433

432

432

431

430

428

429

429

428

429

429

429429

430

431

429

430

431

432

433

434

435

436

439

438

437

436

435

435

434

434

433

432

431

429

428

429 429

429

429

431

430

430

430

431

431

431

430

431

432

428

"GDI"SIGN

432

433

434

434 433

432

432

431

430

428

429

429

428

429

429

429429

430

431

429

430

431

432

433

434

435

436

439

438

437

436

435

435

434

434

433

432

431

429

428

429 429

429

429

431

430

430

430

431

431

431

430

431

432

428

"GDI"SIGN

UP

UP

(E) FULEL TANKS & EQUIP

25'-0" SETBACK

(E) FIRE HYDRANT

25' - 0"

25' - 0"

5' - 0"

10' - 0"

GAT

E

PROPERTY LINE

PROPERTY LINE

(6) (6) (6) (6)

(5) (5) (6)

(5)

(6)

20' - 0"

10' - 0"

10' -

8 5

/8"

10' - 0"

25'-0" SETBACK

(E) UTILITY EASEMENT

(E) UTILITY EASEMENT

(E) FUEL PUMP HOUSE

STORM WATER PLANTER

S FI

R S

TREE

T

CMU TRASH ENCLOSURE

STORM WATER PLANTER

COVERED BOOT WASH

(2) (2)

MTL STAIR

(11)

(3)

PROJECT PARCELZONE: GI GENERAL INDUSTRIALJURISDICTION: OREGON CITY

STORM WATER PLANTER

MTL STAIR

(E) FIRE HYDRANT

EMERGENCY POWER GENERATOR

(E) CHAIN LINK FENCE

ADJACENT PARCELSZONE: GC GENERAL COMMERCIAL

ADJACENT PARCELSZONE: GC GENERAL COMMERCIAL

ADJACENT PARCELSZONE: GI GENERAL INDUSTRIAL

(2)

(9)

VALLEY GUTTER

40' x 14' OPENING @ (E) WAREHOUSE-TYP OF (2)

OVER HEAD DOOR, TYP OF (2)

ACCESSIBLE RAMP & SIDEWALK

MONUMENT SIGN

RELOCATE (E) FLAG POLE

SIDEWALK IMPROVEMENTS

BICYCLE RACKS-TYP OF (3)

BENCH-TYP OF (4)

LANDSCAPING

RELOCATE (E) GATE(E) CHAIN LINK FENCE-INSTALL NEW VINYL SIGHT OBSCURING SLATS IN EAST FENCE LINE

OVER HEAD DOOR & LOADING AREA

EQUIP STORAGE STRIPING

LANDSCAPE BUFFER

AC PAVING & FLEET STORAGE

STRIPING

PARKING STRIPING

LANDSCAPE AREA

(E) POLE MOUNTED LIGHT-TYP OF (3)

ADJACENT PARCELSZONE: GI GENERAL INDUSTRIAL

SEE CIVIL DWGS

19' -

8"

49' - 10

"

27' -

1"

2 5' -

0"

ZONING SUMMARYADDRESS: 13895 FIR ST.

OREGON CITY, OR 97045

TAX LOT: 1101TAXMAP: 3-2E-09B

LOT SIZE: 4.79 ACRES

TOTAL IMPERVIOUS AREA CREATED: 9,400 SF (0.21 ACRES)

(E) PARKING SPACES: 110 (2 ADA)PARKING SPACES: 69 (3 ADA)

A. NO NATURAL HAZARD AREAS EXIST ON OR WITHIN 100 FEET OF THE BOUNDARIES OF THE SITE.

B. NO KNOWN INVENTORIED HISTORIC OR CULTURAL RESOURCES EXIST ON OR WITHIN 100 FEET OF THE SITE.

C. SEE CIVIL FOR SITE RELATED DIMENSIONS

SHEET NOTES

Job Number:

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A1.01


JUL 10, 2020

19112

SITE PLAN


PERMIT SET

NORTH1" = 30'-0"1SITE PLAN

B

10' - 0" 8' - 6"

2' -

4"3'

- 8"6

' - 0

"3' - 3" 6' - 9"

18' - 6"

FD

FD

36"x72" GALV STL GRATE

6" CONC CURB

EQ EQ

SST SINK & WALL MOUNTED FAUCET

WALL MOUNTED FAUCET W/HOSE & SPRAYERHOSE REEL

8x8x16 CMU WALL

2x2x1/4 GALV STL FRAME

A1.022

FIRST FLOOR0' - 0"

10' -

0"

7' -

2"2'

- 10

"

3' -

0"

Job Number:

Sheet No:

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A1.02


JUL 10, 2020

19112

SITE DETAILS


PERMIT SET

1/4" = 1'-0"1SITE PLAN

1/4" = 1'-0"2BOOT WASH

432433

434

434 433

432

432

431

430

428

429

429

428

429

429

429429

430

429

430

431

432

433

434

435

436

439

438

437

436

435

435

434

434

433

432

431

429

428

429 429

429

429

431

430

430

430

431

431

431

430

431

432

428

"GDI"SIGN

TRAFFIC SIGN

DN

DN

(E) FULEL TANKS & SLAB

D.S.

D.S.

REQ'D SETBACK

F.H.

(E) UTILITY POLE

PROPERTY LINE

PROPERTY LINE

GAT

E

GAT

E

S FI

R S

TREE

T

DEMO ALL (E) ROOF TOP MECHANICAL EQPMT; TYP

GENERAL SHEET NOTESA. COMPLY WITH ALL APPLICABLE LOCAL CODES

AND ORDINANCES CONCERNING DEMOLITION OPERATIONS, RECYCLING, AND RESTRICTIVE REMOVAL.

B. LIMITS OF DEMOLITION SHOWN IS FOR GENERAL GUIDANCE ONLY. CONTRACTOR SHALL ASCERTAIN THE FULL EXTENT OF DEMOLITION REQUIRED TO ACCOMMODATE THE NEW WORK AND PRODUCE A CONSISTENT APPEARANCE.

C. PROVIDE TEMPORARY EXITING AS REQUIRED AND APPROVED BY LOCAL FIRE MARSHALL.

D. COORDINATE ALL DEMOLITION AND SALVAGE WITH OWNER. OWNER TO COORDINATE REMOVAL OF EXISTING FURNISHINGS, FIXTURES AND EQUIPMENT UNLESS NOTED OTHERWISE.

E. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING OF EXISTING STRUCTURE AS REQUIRED.

F. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT IMMEDIATELY OF DISCREPANCIES.

G. IF EXISTING BUILDING IS TO REMAIN OCCUPIED DURING CONSTRUCTION, CARE IS TO BE TAKEN TO MINIMIZE NOISE, DUST, ODOR AND DISRUPTION OF OCCUPANTS AND UTILITIES. ALL BUILDING OUTAGES REQUIRED FOR COMPLETION OF WORK TO BE SCHEDULED WITH OWNER WITH 48 HOUR ADVANCE NOTIFICATION.

LEGENDEXISTING WALLS

DEMO'D WALLS

Job Number:

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AD.01


JUL 10, 2020

19112

DEMOLITION SITEPLAN


PERMIT SET

1" = 30'-0"1DEMOLITION SITE PLAN NORTH

DN

UP

UP

UP

UP

UP

DN

F'

D'

B'

4

4

5

5

6

6

7

7

8

8

9

93

3

1

1

A

B

E

F

22'

2'

C

D

1''

1''

(E) ELECPANEL

(E) FIRERISER

6' 7' 8' 9'

DEMO EXISTING SLAB AT NEW TRUCK WASH

DEMO DOCK LEVELER, INFILL SLAB, TYP AT (7) LOCS

3'

3'

8' -

0"3'

- 5

69/2

56"


DEMO'D WALLS









KEYNOTES 07-02

review

for p

rojec

tJob Number:

Sheet No:

THES

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KEY PLAN

ISSUE DATE

SOUTH

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AD.02


JUL 10, 2020

19112

DEMOLITION FLOORPLAN-LEVEL 1SOUTH


PERMIT SET

1/16" = 1'-0"1DEMOLITION FLOOR PLAN-LEVEL 1 SOUTH

NORTH

DN

DN

DN

DN

DN

F'

D'

B'

4

4

5

5

6

6

7

7

8

8

9

93

3

1

1

A

B

E

F

22'

2'

C

D

1''

1''

(E) ELECPANEL

6' 7' 8' 9'

3'

3'









KEYNOTES 07-02

review

for p

rojec

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DEMO'D WALLS

Job Number:

Sheet No:

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AD.03


JUL 10, 2020

19112

DEMOLITION FLOORPLAN-LEVEL 2SOUTH


PERMIT SET

1/16" = 1'-0"1SECOND FLOOR PLAN NORTH

NO

PAR K

ING

UP

UP

UP

GENERAL SHEET NOTESA. ALL DOOR AND WINDOW DIMENSIONS ARE TO

OUTSIDE OF FRAME, TYPICALB. ALL WALL DIMENSIONS ARE TO FACE OF STUD,

UNLESS NOTED OTHERWISE.C. PROVIDE FIRE EXTINGUISHER CABINETS AS

SHOWN / SPECIFIED. COORDINATE FINAL LOCATIONS WITH FIRE MARSHALL.

D. ALL INTERIOR WALLS TO BE TYPE XXXX, UNLESS NOTED OTHERWISE.

E. SEE STRUCTURAL FOR ALL SHEAR AND BEARING WALL LOCATIONS.

LEGEND1 HOUR RATED ASSEMBLY

EXISTING WALLS

NEW WALLS

F'

D'

B'

4

4

5

5

6

6

7

7

8

8

9

9

10

101'

1'

3

3

1

1

A

B

E

F

2

2'

C

D

A3.013

A3.012

2A4.01

2A4.01

3A4.01

3A4.01

A3.042

A3.033

2A4.02

2A4.02

OFFICES154

CONF.160

STORAGE145

STORAGE151 STAFF

ROOM144

KITCHEN118

VENDING143

RESTROOM102

WOMENSLOCKER

141

WOMENS140

MUD ROOM138

WASTE /STORMCREWROOM

113

WATERCREWROOM

116

PARKSCREWROOM

119

OFFICE114

OFFICE115

OFFICE117

OFFICE118

OFFICE111

STREETSCREWROOM

110

COPY152

FLEET SHOP310

LOBBY100

MENS130

LAUNDRY137

FIXED SEATING,TYP.

OFFICE120

OFFICE121 SHWR

131

OFFICE158

OFFICE312

A3.021

(E) FIRERISER

TOILET/SHWR

135

SHWR132

SHWR142

OFFICE112

ELEC106

MENSLOCKERS

133

OFFICE155

OFFICE157

OFFICE156

SIGN SHOP322

STORAGE323

OPENOFFICE

159

A3.032

A3.023

A3.022

PROPERTY LINE

STORM WATER PLANTER

COVERED BOOT WASH

MTL STAIR

STORM WATER PLANTER

MTL STAIR

SIDEWALK IMPROVEMENTS

LANDSCAPING

STRIPING

CONC RETAINING WALL

STRIPPING

VEHICLE WASH BAY

OVERHEAD DOOR-TYP OF (4)

AC PAVING & PARKING STRIPPING

A3.031

MECH313

RESTROOM314

HALLWAY103

HALLWAY104

A3.024

1A4.01

1A4.01

JANITOR134

WORK SHOP311

3'

3'

Job Number:

Sheet No:

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A2.11A


JUL 10, 2020

19112

FLOOR PLAN - LEVEL1 SOUTH


PERMIT SET

1/16" = 1'-0"1FLOOR PLAN-LEVEL 1 SOUTH

NORTH

F'

D'

B'

10

10

11

11

12

12

13

13

14

14

15

15

16

16

17

17

18

18

19

19

20

20

J1

I1

G1

F1

E1

C1

B1

A1

H1

D1

K1

A3.041

A3.043 1

A4.02

1A4.02

NORTHWAREHOUSE

301

147'

- 11

"

113'

- 11

1/4

"33

' - 1

1 3/

4"

80' - 0 1/4"

A3.034

(E) FUEL PUMP HOUSE

STORM WATER PLANTER

OVER HEAD DOOR & LOADING AREA

(E) FULEL TANKS & EQUIP

(39,986 SF)

STRIPING

OVER HEAD -TYP OF (3) EAST FACADE

300D

300E

301E

301B

301C

301A

301D

WAREHOUSE300

300F

3' - 6"

16' - 0"

3' - 6"

5' - 0"

2' -

0"16

' - 0

"2'

- 0"

3' - 9" 16' - 0" 3' - 9"

300G

3' - 6"

16' - 0"

3' - 6"


EXISTING WALLS

NEW WALLS







Job Number:

Sheet No:

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W

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Drawing:

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NORTH

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A2.11B


JUL 10, 2020

19112

FLOOR PLAN-LEVEL1 NORTH


PERMIT SET

1/16" = 1'-0"1FLOOR PLAN-LEVEL 1_NORTH

NORTH

DN

DN

DN

F'

D'

B'

4

4

5

5

6

6

7

7

8

8

9

9

10

101'

1'

3

3

1

1

A

B

E

F

22'

2'

C

D

A3.013

A3.012

2A4.01

2A4.01

3A4.01

3A4.01

A3.042

A3.033

2A4.02

2A4.02

[3,138 SF]

OPEN TO BELOW

OFFICE231

OFFICE230

TOILET221

TOILET223

OPEN TO BELOW

OFFICE233

OPEN TO BELOW

OPEN

OFFICE212

QUIETROOM

226

SERVER220

STORAGE225

CONFERENCE236

OFFICE232

STORAGE229

STOR237

A3.021

MEZZANINE400

LARGEFORMATLAYOUT

213

COPY235

OFFICE211

A3.032

A3.023

A3.022

A3.031

3A5.04

2A5.04

4A5.04

1A5.04

2A5.06

TOILET222OPEN

OFFICE224

I.T. LAB210

ENGINEERINGLOBBY

200FUTURE

EXPANSION238

A3.024

1A4.01

1A4.01

3'

3'

LOBBYSTAIRS

239

4' - 0" 64' - 2 3/8" 58' - 5 5/8" 23' - 4" 23' - 4" 23' - 4" 23' - 4" 23' - 4" 22' - 3" 23' - 0"

31' -

9 3

/8"

26' -

9 5

/8"

26' -

7 1

/2"

26' -

10

1/8"

30' -

10

1/2"

A1.022








EXISTING WALLS

NEW WALLS

Job Number:

Sheet No:

THES

E DR

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W

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Drawing:

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SOUTH

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A2.12


JUL 10, 2020

19112

FLOOR PLAN - LEVEL2 SOUTH


PERMIT SET

1/16" = 1'-0"1SECOND FLOOR PLAN

NORTH

UP

UP

1'

1'

3

3

1

1

AA

BB

22'

2'

CC

DD

2A4.01

2A4.01

3A4.01

3A4.01

STORAGE145

STORAGE151

STAFFROOM

144

VENDING143

RESTROOM102

WOMENSLOCKER

141

WOMENS140

MUD ROOM138

WASTE /STORMCREWROOM

113

WATERCREWROOM

116

PARKSCREWROOM

119

OFFICE114

OFFICE115

OFFICE117

OFFICE118

OFFICE111

STREETSCREWROOM

110

LOBBY100

MENS130

LAUNDRY137

17' -

4"

ENTRYPORTICO WD BENCH

MTL LOCKERS & BENCHES, OFCI

OFFICE120

OFFICE121

SHWR131

METAL STAIR ELEV

DISPLAY WALL W/CASEWORK BELOW

DISPLAY WALL

WATER FOUNTAIN & BOTTLE FILLER

STOR172

STAIRS171

OFFICE112

SHWR132

TOILET/SHWR

135

ELEC106

MENSLOCKERS

133

128' - 2"

5' - 6" 27' - 6" 6' - 8" 30' - 0 3/8" 58' - 5 5/8"

17' -

4"

9' -

3 1/

2"26

' - 1

0 1/

8"30

' - 1

0 1/

2"

(E) CONC WALL

BIKE RACK

(E) FDC TO REMAIN-PT

(E) PIPE COLUMN

STORAGE AREA BELOW (E) STAIR W/ EXTERIOR ACCESS DOOR - 13" GRADE DIFFERENCE

(E) STAIR TO REMAIN

SHWR142

WASH DN AREA

MAIL/SUPPLY

A8.03 13

14

15

16

A8.043 A8.0411

A8.04

8

A8.0415 A8.04 17

A8.05

2

A8.033

A8.06

5A8.06

15

A8.01

2

4

1

2

12

9

10

16

13

14

20

19

18

57

6

4

1

2

4

13

4

3 1

14

3

17

16 14A8.0612A8.06

7

A8.06

21

A8.01 5

A8.02

2

A8.08

4

A8.08

11

7

6

13

10

11

9

8 6

20

19

18

3

3 1

2

12

13

10

A8.087 5A8.07

8

57

A8.07

4

3 1

2

A8.03

12

A8.03

8

9

10

11

5

6

7

A8.05

8

A8.05

12

5

6

79

10

11HALLWAY

103

HALLWAY103

HALLWAY104

HALLWAY104

HALLWAY105

PUBLICCOUNTER

101

100A

160A

102

110

112

111

114

115

113 116

117

118

119

120

121

135

136B

140130

104

143

106

144A

144F

145

151

160B

136A

171

STAIRS

3A5.04

2A5.04

A6.0422

A6.0421

A6.0420

A6.0512

S6 S6 S6 S6 S6 S6

S6

S13

S13

S6

S7

S4

S6

LOBBYSTAIRS

170

1' - 6" 4' - 0" 2' - 7" 7' - 10" 7' - 10" 9' - 3" 9' - 3" 7' - 10" 7' - 10" 5' - 1 3/8" 39' - 7 5/8" 18' - 10"

12' -

2"

2' -

6"17

' - 4

"9'

- 3

1/2"

10' -

2 5

/8"

3' -

3 1/

4"13

' - 4

1/4

"17

' - 9

1/2

"8'

- 0"

3' -

7"1'

- 6"

A8.088

9

JANITOR134

1A4.01

1A4.01

134

ENTRYVESTIBULE

136

3'

3'

11' - 4 7/8" 8' - 8 3/8" 11' - 4 3/4"

FEC

A8.06 2

FEC

COUNTER

300H

300I

300J

100B

103

A1.022

18

A7.119

A7.125

24' - 0"

14' -

0"

18' -

0"








EXISTING WALLS

NEW WALLS

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

GIN

AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

TED

OR

USED

W

ITHO

UT T

HE W

RITT

EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

LE P

ATH:

Drawing:

NOT F

OR

CONS

TRUC

TION

KEY PLAN

ISSUE DATE

SOUTHWEST

C:\R

evit_

Loca

l\OC

- Pu

blic

Wor

ks F

acilit

y_m

sald

ivar

agui

rre.rv

t

A2.13


JUL 10, 2020

19112

ENLARGED PLANS


PERMIT SET

1/8" = 1'-0"1FLOOR PLAN-LEVEL 1 SOUTHWEST

NORTH

UP

UP

1'

1'

3

3

1

1

EE

FF

2'

2'

DD

2A4.01

2A4.01

3A4.01

3A4.01

OFFICES154

STORAGE151

STAFFROOM

144

VENDING143

RESTROOM102

WOMENS140

LOBBY100

MENS130

9'x10' OVERHEAD DOOR

OFFICE120

OFFICE121

SHWR131

OFFICE158

COPY152

(E) PIPE COLUMN

KITCHEN118

HALL153

WD BENCH

WATER FOUNTAIN & BOTTLE FILLER

MAIL/SUPPLY PUBLIC COUNTER

CONF.160

ELEC106

31' -

9 3

/8"

16' -

5 3

/4"

10' -

3 7

/8"

CUBICAL

(E) CONC WALL

A8.01

2

4

3 1

A8.02

2

A8.08

4

A8.08

11

3

3 1

2

12

13

10

A8.09

15

17

16 14

A8.09

10 A8.08 14

A8.093A8.097

A8.087

6

5

12

11 9

A8.07

8

5

6

7

A8.07

4

3 1

2

17

16

158

5

6

4

1

2

A8.05A8.05 5

6

79

10

11

A6.04

4

1

2

3

A6.04 5

6

7

OFFICE157

OFFICE156

OFFICE155

A8.07 910

HALLWAY104

OPENOFFICE

159

151

145

144A

153A

144F

104

144B

143

158

100A

160A

160B

154

144D

106

155

156

157

153B

141E

A6.04

14

1315

2A5.04

4A5.04

1A5.04

STAIRS

S4

S6

S14

S5

S6 S6 S6 S6 S6 S6

S6

S6

A3.024

A8.088

9

1' -

6"

25' -

5 3

/8"

4' -

10"

12' -

1 5

/8"

12' -

2"

2' -

6"

126' - 8"

1' - 6" 4' - 0" 60' - 0 7/8" 62' - 7 1/8"

3' - 8 1/2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 5' - 6 3/8"

7' - 10 1/4" 37' - 1" 17' - 8"

5' -

6 1/

8"11

' - 1

1 1/

8"10

' - 6

1/2

"3'

- 9

5/8"

A8.09

13

1A4.01

1A4.01

3'

3'

141C

FEC

FEC

DISPLAY WALL

BIKE RACK

(E) FDC TO REMAIN-PT

A7.117

18

STORAGE145

STORAGE151


EXISTING WALLS

NEW WALLS







Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

GIN

AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

TED

OR

USED

W

ITHO

UT T

HE W

RITT

EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

LE P

ATH:

Drawing:

NOT F

OR

CONS

TRUC

TION

KEY PLAN

ISSUE DATE

SOUTHEAST

C:\R

evit_

Loca

l\OC

- Pu

blic

Wor

ks F

acilit

y_m

sald

ivar

agui

rre.rv

t

A2.14


JUL 10, 2020

19112

ENLARGED PLANS


PERMIT SET

1/8" = 1'-0"1FLOOR PLAN-LEVEL 1 SOUTHEAST

NORTH

DN

DN

D'

1'

1'

3

3

1

1

AA

BB

22'

2'

CC

DD

2A4.01

2A4.01

3A4.01

3A4.01

OPEN TO BELOW

TOILET221

TOILET223

OPEN TO BELOW

OPEN TO BELOW

OFFICE212

QUIETROOM

226 OPEN TO BELOW

SERVER220

STORAGE225

(E) PIPE COLUMN

ELEV

METAL GUARD RAIL

METAL GUARD RAIL

METAL GUARD RAIL

STOR237

LARGEFORMATLAYOUT

213

126' - 8"

84' -

4 1

/8"

17' -

4"

9' -

3 1/

2"6'

- 0

1/2"

20' -

9 3

/4"

5' -

7 3/

8"4'

- 4

1/4"

7' -

7 7/

8"8'

- 4

1/4"

3' -

4 7/

8"1'

- 6"

STOR215

CUBICALS

A8.01

7

6

A8.08 5

A8.10 5

8

7

6

A8.11 1

4

3

2

A8.12

4

A8.10 1

4

3

2

1

2

3

A8.10

13

12

10

OFFICE211

A8.12 57

ENGINEERINGLOBBY

200

TOILET222

OPENOFFICE

224

I.T. LAB210

HALLWAY214

200

210

225

220

237

221

226

215

201

212

223

2226

A8.10 911

A8.1113

3A5.04

2A5.04

A6.0612

A6.05133

A6.0515

214

S11

S3S3S3S12S3S3S3

S8

S9

S2

S7

S1

CONFERENCE236

KITCHENETTE225

STAIR229

CONFERENCE236

1' - 6" 4' - 0" 60' - 0 7/8" 4' - 1 1/2" 58' - 5 5/8"

2' - 7" 7' - 10" 7' - 10" 9' - 5 1/4" 11' - 8 3/4" 7' - 10" 7' - 10" 4' - 11 7/8"

CONFERENCE236

CONFERENCE236

A8.11

6

7

8

5

1A4.01

1A4.01

3'

3'

A1.022

180"

A7.124

CONFERENCE147








EXISTING WALLS

NEW WALLS

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

GIN

AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

TED

OR

USED

W

ITHO

UT T

HE W

RITT

EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

LE P

ATH:

Drawing:

NOT F

OR

CONS

TRUC

TION

KEY PLAN

ISSUE DATE

SOUTHWEST

C:\R

evit_

Loca

l\OC

- Pu

blic

Wor

ks F

acilit

y_m

sald

ivar

agui

rre.rv

t

A2.15


JUL 10, 2020

19112

ENLARGED PLANS


PERMIT SET

1/8" = 1'-0"1FLOOR PLAN-LEVEL 2 SOUTHWEST

NORTH

DN

1'

1'

3

3

1

1

EE

FF

2'

2'

DD

2A4.01

2A4.01

3A4.01

3A4.01

OPEN TO BELOW

OFFICE231

OFFICE230

OPEN TO BELOW

OFFICE233

OPEN TO BELOW QUIET

ROOM226

OPEN TO BELOW

CONFERENCE236

STORAGE229

OFFICE232

1' -

6"5'

- 2

5/8"

20' -

4 1

/4"

4' -

8 1/

2"26

' - 9

5/8

"

ENTRY PORTICO

OBSERVATION WINDOW

COPY235

1' - 6" 4' - 0" 60' - 0 7/8" 63' - 3 7/8"

A8.08 5

A6.055

A8.1411

12

9

10

A8.13 1

A8.13

6

A8.1311A8.13 13

A8.14

2

A8.12 8

A8.14 5

A8.10

13

8

7

6

4

13

16

15

14

12

9

10

8

57

4

3

2

11

10

9

12

10

230

232

236

226

231

233

204

229

STAIR

2A5.04

4A5.04

1A5.04

A8.14 1314

CUBICALS

S1

S14

S14

S2

S3 S3 S3 S3 S3

S3

S3

S10

A3.024

0' -

6 1/

8"11

' - 7

1/2

"12

' - 2

"2'

- 6"

58' -

7 1

/8"

13' - 10 1/2" 10' - 2" 10' - 2" 10' - 2" 10' - 2" 5' - 6 3/8"

5' -

6 1/

8"11

' - 1

1 1/

8"10

' - 4

1/2

"3'

- 11

5/8

"

1A4.01

1A4.01

3'

3'

126' - 8"

S3

A7.118A7.31

1

IG3

18








EXISTING WALLS

NEW WALLS

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

GIN

AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

TED

OR

USED

W

ITHO

UT T

HE W

RITT

EN C

ONS

ENT

OF

THE

ARCH

ITEC

T.FI

LE P

ATH:

Drawing:

NOT F

OR

CONS

TRUC

TION

KEY PLAN

ISSUE DATE

SOUTHEAST

C:\R

evit_

Loca

l\OC

- Pu

blic

Wor

ks F

acilit

y_m

sald

ivar

agui

rre.rv

t

A2.16


JUL 10, 2020

19112

ENLARGED PLANS


PERMIT SET

1/8" = 1'-0"1FLOOR PLAN-LEVEL 2 SOUTHEAST

NORTH

D ISEÑ AD O PO R: AN GEL LA RA




B'

6 7 8 9

2A4.02

2A4.02

MEZZANINE400

RETRACTABLE GUARDRAIL

1A5.06

A6.037

7' - 4" 5' - 0"

18A7.13

16' -

10"

F'

D'

B'

6

6

7

7

8

8

9

9

2A4.02

2A4.02

FLEET SHOP310

OFFICE312

A8.158

7

3

6

A8.15

A8.181

A3.022

MECH313

RESTROOM314

NEW MTL STAIRS

OVERHEAD DOOR, TYP AT (6) LOCS

PEDESTRIAN STRIPING PER

WORK SHOP311

TRUCKWASH

315

310E

310A

311

312

320A

300B

300A

320B

315

WAREHOUSE300

320C

313

314

310B

310C

310D

2A5.06

5

41

A5.06

3A4.02

3A4.02

7' - 3" 6' - 0" 9' - 0" 9"

23' - 4" 23' - 4" 22' - 3"

61' -

9 1

/2"

51' -

9 5

/256

"

7' -

4"9'

- 0"

6' -

5 1/

2"16

' - 0

"4'

- 0"

16' -

0"

8' -

5 1/

2"11

' - 1

0"2'

- 6"

16' -

0"

4' -

0"16

' - 0

"3'

- 9"

8' -

3"16

' - 0

"2'

- 0"

2' -

0"16

' - 0

"4'

- 0"

CL

CL

8' -

6"

3/8"

/ 1'

-0"

3/8"

/ 1'

-0"

1/4" / 1'-0"1/4" / 1'-0"

SERVICE BAY 1

SERVICE BAY 2

NEW SLOPED SLAB

A6.036

6' -

0"

6' - 0"

SEISMIC JOINT COVER

SEISMIC JOINT COVER

A6.0514

6' -

0"

IG5

IG4

S15

S16

EYEWASH STATION

UTILITY SINK

IW4-8

IW4-8

IW5-6 IW6-6

IW8-6

IW7-6 IW5-6

IW9-6

STRAIGHT RUN

35' - 0"INDUSTRIAL WASH CURTAIN

A7.341

A7.342

STR

AIG

HT

RU

N

21' -

9"

A7.343

1' - 0"

1' - 0"

A7.1313

A8.15 1

2

A8.16

1

2

A8.17

1

2

A8.182

/20 A7.13

4' - 1"

4' -

0"

9' - 0" 3' - 0"








EXISTING WALLS

NEW WALLS

Job Number:

Sheet No:

THES

E DR

AWIN

GS

ARE

THE

ORI

GIN

AL U

NPUB

LISH

ED W

ORK

O

F TH

E AR

CHIT

ECT

AND

MAY

NO

T BE

DUP

LICA

TED

OR

USED

W

ITHO

UT T

permit set · 2020. 8. 20. · permit set jul 10, 2020. 1. ... addenda. 2. the contractor shall...

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