ROOSEVELT HIGH SCHOOL - Portland.gov
Transcript of ROOSEVELT HIGH SCHOOL - Portland.gov
DN
DN DN
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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' -
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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
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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."
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EXTRUDED CURB
11'-4
1 / 4"
EXTRUDED CURB
UPUP
EXISTING GYMNASIUM
EXISTINGAUDITORIUM
EXISTING AUTOSHOP
EXISTINGLIBRARY
EXISTINGMAIN BLDG
EXISTINGCAFETERIALIMITED DURATION
FACILITIES UNDERSEPARATE PERMIT
to c
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39'-9
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" + -
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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ROOSEVE
LT H.S.
6941
N. CEN
TRAL, PORT
LAND, OR 97203
F1
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PLAN
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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
OOLS
ROOSEVE
LT H.S.
6941
N. CEN
TRAL, PORT
LAND, OR 97203
F2
135x64
MODU
LAR CLAS
SROOM ‐ FO
UNDA
TION
NOTES & DETAILS