DN

DN DN

DN

EXTRUDED CURB

11'-4

1 / 4"

EXTRUDED CURB

UPUP

EXISTING GYMNASIUM

EXISTINGAUDITORIUM

EXISTING AUTOSHOP

EXISTINGLIBRARY

EXISTINGMAIN BLDG

EXISTINGCAFETERIA

CLRM. PORTABLEBUILDINGUNDER SEPARATEPERMIT

CLASSROOM CLASSROOM

FITNESS ROOM

ASPHALT PATH

REMOVE EXISTING CHAIN LINK FENCE

EXISTING SIDEWALK TO REMAIN

CHAIN LINK ENCLOSURE TYP FOR 4

PROPOSEDTENT STRUCTURE

PROPOSED PORTABLE #1

PROPOSED PORTABLE #2

64'-0" 20' -6 " + -

15'-0

" VIF

27'-8

"16

'-0"

27'-8

"40

'-4" V

IF12

2'-0"

80'-0"

ASPHALT PATH

61'-3 3/4" 67'-0"

55' -

9" +

-

PROPERTY LINE

CENTER LINE OF STREET

64'-0"

ASPHALT PATHREFER TO CIVILTYP.

REVISE (E) EDGEFOR NEW PATH

EXISTINGBOILER

AP0.1 COVER SHEET & ARCHITECTURAL SITE PLAN

ZONING COMPLIANCE PAGE - CASE FILELU 14-227191 CU AD

AP1.1 CODE PLAN & NOTES

CP0.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILSCP1.1 EROSION AND SEDIMENT CONTROL PLAN AND DETAILSCP2.1 SITE GRADING PLANCP3.1 SITE UTILITES PLANCP4.1 SITE PAVING AND HORIZONTAL LAYOUT PLANSCP5.1 CIVIL GENERAL NOTES, LEGEND AND DETAILS

AP2.1 FLOOR PLAN, ELEVATIONS AND DETAILS

AP3.1 PERMIT APPEALS DECISION

EP0.1 COVER SHEET, SCHEDULES AND DIAGRAMSEP2.1 SITE AND FLOOR PLANS - ELECTRICAL / TECHNOLOGY

MP0.1 COVER SHEET, SCHEDULES AND DETAILS MECHANICAL/GAS PIPINGMP2.1 SITE AND FLOOR PLANS - MECHANICAL /GAS PIPING

ATTACHMENTS:S1.0 STRUCTURAL SPECIFICATIONS2.0 PRE-CAST CONCRETE BLOCK FOUNDATION PLANS3.0 FOUNDATION DETAILSTENT STRUCTURE BUILDING DOCUMENTS BY GUARD-ALL (14 SHEETS)PORTABLE CLASSROOM BUILDING DOCUMENTS BY MODERN BUILDING SYSTEMS (17 SHEETS)

PORTABLE CLASSROOM SPECIFCATIONS BY MODERN BUILDING SYSTEMS

WELCOME RAMP SYSTEMS, STANDARD ACCESS PLANS & DETAILS (1 SHEET)

PROJECT ADDRESS: ROOSEVELT HIGH SCHOOL6941 N CENTRAL ST.PORTLAND, OR 97203

OWNER PORTLAND PUBLIC SCHOOLS DISTRICT #1J501 N. DIXON ST.PORTLAND, OR 97227CONTACT: MICHELLE PLATTER, 503-916-2000

ARCHITECT OF RECORD BASSETTI ARCHITECTS133 SW 2ND AVENUE, #306PORTLAND, OR 97204CONTACT: LORNE MCCONACHIE, 503-224-9162

TAX ROLL: R941070110

LEGAL DESCRIPTION: THAT CERTAIN TRACT OF LAND LYING IN THE NORTHWEST ONE-QUARTER OF SECTION 7, TOWNSHIP 1 NORTH, RANGE 1 EAST, OF THE WILLAMETTE MERIDIAN, IN THE CITY OF PORTLAND, COUNTY OF MULTNOMAH AND STATE OF OREGON, DESCRIBED AS FOLLOWS:

BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF N. BURR AVENUE AS ESTABLISHED BY DEEDS IN BOOK 650. PAGE 105, AND BOOK 649, PAGE 114, MULTNOMAH COUNTY DEED RECORDS, AND THE NORTHERLY LINE OF N. CENTRAL AVENUE; THENCE SOUTH 71 DEGREE EAST, ALONG THE NORTHERLY LINE OF N. CENTRAL AVENUE, TO THE WESTERLY LINE OF N. IDA AVENUE; THENCE NORTH 20 DEGREES 15' EAST ALONG THE WESTERLY LINE OF N. IDA AVENUE TO THE SOUTHERLY LINE OF N. SMITH STREET AS WIDENED BY DEED (1921); THENCE NORTH 71 DEGREES WEST ALONG THE SOUTHERLY LINE OF N. SMITH STREET TO THE EASTERLY LINE OF N. BURR AVENUE; 1 THENCE SOUTH 20 DEGREES 25' WEST ALONG THE EASTERLY LINE OF N. BURR AVENUE TO THE POINT OF BEGINNING.

EXCEPTING THEREFROM THAT PORTION OF THE PROPERTY LYING WITHIN N. SMITH ROAD.

ZONING: R5

TOTAL SITE AREA: 745,129 SQ FT / 17.10 ACRES

GROSS BUILDING SQ FT: 234,941 SQ FT

LOT COVERAGE: 32%

JURISDICTION: CITY OF PORTLANDFIRE DISTRICT: PORTLAND FIRE AND RESCUE NO. 22SEWER DISTRICT: CITY OF PORTLAND WATER BUREAUWATER DISTRICT: CITY OF PORTLAND WATER BUREAU

PROPOSED USE: EDUCATIONAL 9TH-12TH GRADE

ISSUE DATE:

DRAWN BY:

CHECKED BY:

JOB NO:

133 SW 2nd Avenue, Suite 306Portland, Oregon 97204T (503) 224 9162 F (503) 289 1192

BALZHISER & HUBBARD ENGINEERS4800 Meadows Road, Suite 360Lake Oswego, OR 97035T (503) 961 6440

KPFF CONSULTING ENGINEERSSTRUCTURAL ENGINEER

111 SW Fifth Avenue, Suite 2500Portland, OR 97204T (503) 227 3251

INTERFACE ENGINEERINGMECHANICAL ENGINEER

100 SW Main Street, Suite 1600Portland, OR 97204T (503) 382 2266 F (503) 382 2262

CIVIL ENGINEER

INTERFACE ENGINEERINGELECTRICAL ENGINEER

# DATE

100 SW Main Street, Suite 1600Portland, OR 97204T (503) 382 2266 F (503) 382 2262

501 Dixon StreetPortland, Oregon 97227T (503) 916 2000

6941 N Central StreetPortland, OR 97203

3/20

/201

5 12

:07:

03 P

M

Checker

COVER SHEETAND SITE PLAN

13910.00

dla

ROOSEVELTHIGH SCHOOL

LIMITEDDURATIONFACILITIES:

Portland Public Schools District

03/20/15

AP0.1 1" = 30'-0"1 Overall Site Plan

TENT &PORTABLES

1/4" = 1'-0"DRAWING INDEX - TENT & PORTABLES

1/4" = 1'-0"PROJECT DATA

1/4" = 1'-0"VICINITY MAP

ROOSEVELT HIGH SCHOOLPORTLAND PUBLIC SCHOOLS DISTRICT #1

LIMITED DURATION FACILTIES TENT AND PORTABLES

SCOPE OF TENT AND PORTABLE CLASROOM BUILDING :

WORK UNDER THIS CONTRACT INCLUDES BUT NOT LIMITED TO:1.) INSTALLATION AND REMOVAL OF A LIMITED DURATION TENT STRUCTURE INCLUDING MECHANICAL, ELECTRICAL AND CIVIL SCOPE.TENT TO BE REMOVED AFTER NEW GYMNASIUM FACILITY IS APPROVED FOR OCCUPANCY.

2.) INSTALLATION AND REMOVAL OF TWO DOUBLE PORTABLES CLASSROOM BUILDINGS INCLUDING ELECTRICAL AND CIVIL SCOPE.PORTABLES TO BE REMOVED AFTER TWO SCHOOL YEARS OF USE.

GROSS BUILDING SF ADDED TO EXISTING SITE:TENT; 7,200 SFPORTABLES: 3,540 SFLOT COVERAGE: 33% WITH TENT AND TWO PORTABLES ADDED TO SITE

LAND USE APPLICATION: LU 14 227191 CU AD

REVISIONS

1 PERMIT 0BRE-SUBMISSION

3/20/15

ZONINGCOMPLIANCEPAGE - CASE FILELU 14-227191 CU AD

REQUIRED DECISION OF THE HEARING OFFICER:"THE THREE TEMPORARY CLASSROOM BUILDINGS AND THE TENSION FABRIC GYMNASIUM TENT MUST BEREMOVED FROM THE CAMPUS BY THE START OF THE 2017-2018 SCHOOL YEAR. RESTORATION OF THE AREAWHERE THE STRUCTURES WERE LOCATED, FOR RETURN TO PUBLIC USE AS OPEN SPACE AND A PEDESTRIANPLAZA, MUST COMMENCE AS SOON AS THE WEATHER ALLOWS SUCH REDEVELOPMENT TO OCCUR. IF THETIME-FRAME FOR USING THESE TEMPORARY STRUCUTURES MUST EXTEND BEYOND THIS REQUIRED DEADLINE,APPROVAL THROUGH A TYPE II CONDITIONAL USE WILL BE REQUIRED FOR THE EXTENDED USAGE."

REFERENCE DOCUMENT

REFERENCE DOCUMENT

REFERENCE DOCUMENT

REFERENCE DOCUMENT

DN

DN DN

DN

EXTRUDED CURB

11'-4

1 / 4"

EXTRUDED CURB

UPUP

EXISTING GYMNASIUM

EXISTINGAUDITORIUM

EXISTING AUTOSHOP

EXISTINGLIBRARY

EXISTINGMAIN BLDG

EXISTINGCAFETERIALIMITED DURATION

FACILITIES UNDERSEPARATE PERMIT

to c

ente

rline

of s

treet

39'-9

1/2

" + -

COVERED PORCH

PROPOSEDPORTABLECLASSRM.BUILDING

64'-0"

134'-

11 1

/2"

57'-9 1/2"

30'-

4 1/

2" V

IF

PROPERTY LINE

7'-6"

PROJECT ADDRESS: ROOSEVELT HIGH SCHOOL6941 N CENTRAL ST.PORTLAND, OR 97203

OWNER PORTLAND PUBLIC SCHOOLS DISTRICT #1J501 N. DIXON ST.PORTLAND, OR 97227CONTACT: MICHELLE PLATTER, 503-916-2000

ARCHITECT OF RECORD BASSETTI ARCHITECTS133 SW 2ND AVENUE, #306PORTLAND, OR 97204CONTACT: LORNE MCCONACHIE, 503-224-9162

TAX ROLL: R941070110

LEGAL DESCRIPTION: THAT CERTAIN TRACT OF LAND LYING IN THE NORTHWEST ONE-QUARTER OF SECTION 7, TOWNSHIP 1 NORTH, RANGE 1 EAST, OF THE WILLAMETTE MERIDIAN, IN THE CITY OF PORTLAND, COUNTY OF MULTNOMAH AND STATE OF OREGON, DESCRIBED AS FOLLOWS:

BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF N. BURR AVENUE AS ESTABLISHED BY DEEDS IN BOOK 650. PAGE 105, AND BOOK 649, PAGE 114, MULTNOMAH COUNTY DEED RECORDS, AND THE NORTHERLY LINE OF N. CENTRAL AVENUE; THENCE SOUTH 71 DEGREE EAST, ALONG THE NORTHERLY LINE OF N. CENTRAL AVENUE, TO THE WESTERLY LINE OF N. IDA AVENUE; THENCE NORTH 20 DEGREES 15' EAST ALONG THE WESTERLY LINE OF N. IDA AVENUE TO THE SOUTHERLY LINE OF N. SMITH STREET AS WIDENED BY DEED (1921); THENCE NORTH 71 DEGREES WEST ALONG THE SOUTHERLY LINE OF N. SMITH STREET TO THE EASTERLY LINE OF N. BURR AVENUE; 1 THENCE SOUTH 20 DEGREES 25' WEST ALONG THE EASTERLY LINE OF N. BURR AVENUE TO THE POINT OF BEGINNING.

EXCEPTING THEREFROM THAT PORTION OF THE PROPERTY LYING WITHIN N. SMITH ROAD.

ZONING: R5

TOTAL SITE AREA: 745,129 SQ FT / 17.10 ACRES

GROSS BUILDING SQ FT: 234,941 SQ FT

LOT COVERAGE: 32%

JURISDICTION: CITY OF PORTLANDFIRE DISTRICT: PORTLAND FIRE AND RESCUE NO. 22SEWER DISTRICT: CITY OF PORTLAND WATER BUREAUWATER DISTRICT: CITY OF PORTLAND WATER BUREAU

PROPOSED USE: EDUCATIONAL 9TH-12TH GRADE

AP0.2 COVER SHEET & ARCHITECTURAL SITE PLAN

AP1.2 CODE PLAN & NOTES

FLOOR PLAN AND ELEVATIONS ( ATTACHMENT)

EP0.2 COVER SHEET, SCHEDULES & DIAGRAMS- ELECTRICAL / TECHNOLOGY

EP2.2 SITE & FLOOR PLANS- ELECTRICAL / TECHNOLOGY

ATTACHMENTS:PORTABLE CLASSROOM BUILDING DOCUMENTS BY BLAZER INDUSTRIES(FOUNDATION, FLOOR PLAN AND ELEVATION DRAWINGS)

RAMPS DOCUMENT BY WELCOME RAMP (ONE DRAWING)

ISSUE DATE:

DRAWN BY:

CHECKED BY:

JOB NO:

133 SW 2nd Avenue, Suite 306Portland, Oregon 97204T (503) 224 9162 F (503) 289 1192

BALZHISER & HUBBARD ENGINEERS4800 Meadows Road, Suite 360Lake Oswego, OR 97035T (503) 961 6440

KPFF CONSULTING ENGINEERSSTRUCTURAL ENGINEER

111 SW Fifth Avenue, Suite 2500Portland, OR 97204T (503) 227 3251

INTERFACE ENGINEERINGMECHANICAL ENGINEER

100 SW Main Street, Suite 1600Portland, OR 97204T (503) 382 2266 F (503) 382 2262

CIVIL ENGINEER

INTERFACE ENGINEERINGELECTRICAL ENGINEER

# DATE

100 SW Main Street, Suite 1600Portland, OR 97204T (503) 382 2266 F (503) 382 2262

501 Dixon StreetPortland, Oregon 97227T (503) 916 2000

6941 N Central StreetPortland, OR 97203

3/20

/201

5 12

:27:

48 P

M

Checker

COVER SHEETAND SITE PLAN

13910.00

dla

ROOSEVELTHIGH SCHOOL

LIMITEDDURATIONFACILITIES:

Portland Public Schools District

03/20/15

AP0.2 1" = 30'-0"1 Site Plan-10 classroom Portable

EXIST TOILET ROOMS

1/4" = 1'-0"VICINITY MAP

1/4" = 1'-0"PROJECT DATA

1/4" = 1'-0"DRAWING INDEX - PERMIT 0C

ROOSEVELT HIGH SCHOOLPORTLAND PUBLIC SCHOOLS DISTRICT #1

LIMITED DURATION FACILITIES:PORTABLE CLASSRM BUILDING

LAND USE APPLICATION: LU 14 227191 CU AD

REVISIONS

PORTABLECLASSROOMBUILDING

SCOPE OF WORK:WORK UNDER THIS CONTRACT INCLUDES BUT NOT LIMITED TO INSTALLATION OF A PORTBALECLASSROOM BUILDING INCLUDING ELECTRICAL AND MECHANICAL SCOPE. PORTABLE TO BE REMOVEDBY THE START OF THE 2017-2018 SCHOOL YEAR.

GROSS BUILDING SF ADDED TO EXISTING SITE:PORTABLE: 8,367 SFLOT COVERAGE: 34% WITH PORTABLE ADDED TO SITE ( includes earlier Limited Duration Facility permit SF)

REQUIRED DECISION OF THE HEARING OFFICER:" THE THREE TEMPORARY CLASSROOM BUILDINGS AND THE TENSION FABRIC GYMNASIUM MUST BE REMOVEDFROM THE CAMPUS BY THE START OF THE 2017-2018 SCHOOL YEAR. RESTORATION OF THE AREA WHERETHE STRUCTURES WERE LOCATED, FOR RETURN TO PUBLIC USES AS OPEN SPACE AND A PEDESTRIAN PLAZAMUST COMMENCE AS SOON AS THE WEATHER ALLOWS SUCH REDEVELOPMENT TO OCCUR. IF THE TIME-FRAMEFOR USING THESE TEMPORARY STRUCTURES MUST EXTEND BEYOND THE REQUIRED DEADLINE,APPROVAL THROUGH A TYPE II CONDITIONAL USE WILL BE REQUIRED FOR THE EXTENDED USAGE."

ZONINGCOMPLIANCE PAGECASE FILELU 14-227191 CU AD

PERMIT DOCUMENTS

ACCESS PER NOTE #7

134'‐1112"

64'‐0

"(17) PAD

S EA

CH BUILDING END @ 4'‐0

" SPAC

ING ‐ SEE DE

TAILS 1 & 2/F2

(10) SOIL ANCH

ORS

 AT BU

ILDING ENDS

 ‐ SEE DE

TAIL 5/F2

13'‐512" 13'‐512" 13'‐512" 13'‐512" 13'‐512" 13'‐512" 13'‐512" 13'‐512" 13'‐512" 13'‐512"

6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"6'‐834"

12"

12"

12"

12"

12"

12"

12"

12"

12"

7'‐4"

28'‐4

"28

'‐4"

EXTERIOR PADS ‐ DETAIL 2/F2, TYP.

SOIL ANCHORS ‐ DETAIL 5/F2, TYP.

MATELINEPADS ‐ DETAIL3/F2, TYP.

EXTERIOR MATELINECOLUMN PADS ‐ DETAIL4/F2, TYP.

MID‐SPAN FLOOR BEAMSUPPORT PADS ‐ DETAIL6/F2, TYP.

INTERIOR MATELINECOLUMN PADS ‐DETAIL 7/F2, TYP.

MATELINE PADS ‐DETAIL 6/F2, TYP.

CORNER EXTERIOR PADS‐ SEE DETAIL 2A/F2, TYP.

PORT

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6941

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LAND, OR 97203

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EDULE

1.1.1. BUILDING CODE OREGON SPECIALTY STRUCTURAL CODE,

2014 & IBC, 2012 EDITION1.2. ROOF LIVE LOAD 25 PSF, SNOW1.3. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC.1.4. WIND CRITERION 110 MPH, EXP B, K ZT=1.01.5. SEISMIC CRITERION SDS=0.77, CLASS D, CATEGORY, D1.6. ASSUMED SOIL BEARING 1,500 PSF VERIFY W/LOCAL BUILDING

OFFICIAL)2.

2.1. COMPRESSIVE STRENGTH 2,500 PSI2.2. REINFORCING YIELD 60 KSI

3.3.1. 8x16x8 UNITS ASTM C-90, GRADE N3.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN

4.4.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD

OR BETTER.4.2. ALL WOOD IN CONTACT WITH SOIL SHALL BE PRESSURE TREATED WITH

CONNECTORS MEETING CODE.5.

5.1. SPECIALTY ITEMS TO BE "MINUTE MAN ANCHORS, INC." 305 W. KINGST., E. FLAT ROCK, NC 28726OR EQUIVALENT. ITEM MODEL # SHALL BEAS DESIGNATED OR APPROVED EQUAL.

5.2. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000#5.3. SOIL ANCHORS SHALL BE: DRIVEN ANCHOR W/ STABILIZER PLATE

("AZTEX OR MMA-35 W/MMASD2); AUGAR-TYPE SET VERTICALW/STABILIZER CAP (MMA-92) WITH ULTIMATE DESIGN LOAD OF 4750#AND ALLOWABLE STRESS DESIGN LOAD OF 2962#. INSTALL GROUNDPORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. CONNECTANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKEDAND LEVELED.

5.4. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S INSTALLATIONINSTRUCTIONS.

6.6.1. PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL

REQUIREMENTS AT 1 NET SF OF VENTILATION PER 150 SF OF FLOORAREA. SEE CALCULATIONS THIS SHEET

6.2. IF A SUITABLE VAPOR RETARDER IS INSTALLED THE RATIO MAY BEINCREASED TO 11500, IF ACCEPTABLE TO THE LOCAL BUILDING OFFICIAL.

7.7.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE.7.2. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY

UNTREATED WOOD MEMBER.7.3. PROVIDE 12" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF

ALL BUILDING MEMBERS.8.

8.1. FOUNDATION SUBGRADE TO BE A MINIMUM OF 4" OF COMPACTEDROAD-MIX GRAVEL OVER STABLE UNDISTURBED NATIVE SOILS ORSTRUCTURAL FILL, COMPACTED TO 95% OF THE STANDARD PROCTORDENSITY PER ASTM D-698. EXTEND GRAVEL PAD 2-FEET OUTSIDE OFBUILDING.

8.2. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT AMIN. GRADE OF 2%.

9.9.1. ALL LUMBER AND SHEATHING SHALL BE PRESSURE TREATED FOR

EXPOSURE.9.2. ALL CONNECTORS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS

STEEL.9.3. SHEATHING: 38, 12" or 15

32" PLYWD (PS-1); 1532" OR 716" OSB (PS-2)

9.4. FRAMING: HF-STUD, 16" O.C.,9.5. BOTTOM PLATE: ATTACH BOTTOM PLATE TO CONCRETE PADS W/BOLTS

PROVIDED IN CONCRETE PADS, 1/F1.9.6. SHEAR NAILING: LAP SHEATHING OVER FLOOR RIM JOISTS, STUDS &

BOTTOM PLATE. SHEAR NAIL SHEATHING AS INDICATED BELOW:9.6.1. SW-1: 0.092" SHANK x 1-7/8" LONG SIDING NAILS @ 6" O.C.

EDGES & 12" O.C. FIELD9.6.2. SW-A: 0.092" SHANK x 1-7/8" LONG SIDING NAILS @ 6" O.C.

EDGES & 12" O.C. FIELD

PORT

LAND PU

BLIC  SCH

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ROOSEVE

LT H.S.

6941

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TRAL, PORT

LAND, OR 97203

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NOTES & DETAILS