DRAWINGS - Pleasant Hill School District - Forestry Building Remodel~1.pdf

PDF 12 MB Posted Feb 1, 2024

Attached to: ITB - Pleasant Hill School District Forestry Building Remodel
Solicitation number: S-P20001-00009386
Issued by: Lane County, Prospect CDP, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

The document is a set of drawings for the Forestry Building Remodel project for the Pleasant Hill School District located in Lane County, Oregon. The project involves the remodeling of an existing forestry building. The drawings provide details and specifications for the construction and renovation work required. No additional details about the contract opportunity, such as response dates, due dates, site visits, or award information, are included in this file.

The drawings outline the scope of work for the remodeling project, including architectural, structural, mechanical, and electrical plans and specifications. Pricing terms, set asides, funding sources, and other contractual details are not provided in this document.

View the file

Other files

File	Type	Posted
Pleasant Hill School District - Forestry Building Remodel - Addendum #2.pdf	PDF	Feb 1, 2024
35928 Bidcover.docx	DOCX document	Feb 1, 2024
00 11 13 INVITATION TO BID~1.pdf	PDF	Feb 1, 2024
PROJECT MANUAL - Pleasant Hill School District - Forestry Building Remodel~1.pdf	PDF	Feb 1, 2024
Pleasant Hill School District - Forestry Building Remodel - Addendum #1.pdf	PDF	Feb 1, 2024
Intent to Award - Forestry Building.pdf	PDF	Feb 1, 2024
Exhibit B Plans~1.pdf	PDF	Feb 1, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text A.C. ACOUS. ACOUSTICAL ACOUSTICAL A/C AIR CONDITIONING AIR CONDITIONING A.D. AREA DRAIN AREA DRAIN ADJ. ADJUSTABLE ADJUSTABLE AGGR. AGGREGATE AGGREGATE AL. ALUMINUM ALUMINUM ALT. ALTERNATE ALTERNATE APPROX. APPROXIMATE APPROXIMATE ARCH. ARCHITECT(URAL) ARCHITECT(URAL) ASB. ASBESTOS ASBESTOS ASPH. ASPHALT ASPHALT A.B. ANCHOR BOLT ANCHOR BOLT A.H. AIR HANDLER AIR HANDLER A.S.U. AIR SUPPLY UNIT AIR SUPPLY UNIT ANOD. ANODIZED ANODIZED APPL. APPLIANCE APPLIANCE BD. BOARD BOARD BITUM. BITUMINOUS BITUMINOUS BLDG. BUILDING BUILDING BLK. BLOCK BLOCK BLKG. BLOCKING BLOCKING BM. BEAM BEAM BOT. BOTTOM BOTTOM BRNZ. BRONZE BRONZE B.S.B.M. BY STEEL BLDG. MANUF. BY STEEL BLDG. MANUF. B.U.R. BUILT-UP-ROOFING BUILT-UP-ROOFING CAB. CABINET CABINET C.B. CATCH BASIN CATCH BASIN C.D.F. CONTROL DENSITY FILL CONTROL DENSITY FILL CEM. CEMENT CER. CERAMIC CEMENT CER. CERAMIC C.I. CAST IRON CAST IRON CLG. CEILING CEILING CLKG. CAULKING CAULKING CLO. CLOSET CLOSET CLR. CLEAR CLEAR C.M.U. CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COMP. COMPOSITION COMPOSITION COL. COLUMN COLUMN CONC. CONCRETE CONCRETE C.J. CONTROL JOINT CONTROL JOINT CORR. CORRIDOR CORRIDOR CPT. CARPET (ED) CARPET (ED) C.P. CONCRETE PIPE CONCRETE PIPE CTSK. COUNTERSUNK COUNTERSUNK CNTR. COUNTER COUNTER CTR. CENTER CENTER CU. CUBIC CUBIC DBL. DOUBLE DOUBLE DEPT. DEPARTMENT DEPARTMENT D.F. DRINKING FOUNTAIN DRINKING FOUNTAIN DET. DETAIL DETAIL DIAG. DIAGONAL DIAGONAL DIA. DIAMETER DIAMETER DIM. DIMENSION DIMENSION DISP. DISPENSER DISPENSER DN. DOWN DOWN D.O. DITTO DITTO DR. DOOR DOOR DWR. DRAWER DRAWER D.S. D/S DOWNSPOUT D/S DOWNSPOUT D.S.P. DRY STANDPIPE DRY STANDPIPE DWG. DRAWING DRAWING E. EAST EAST EA. EACH EACH E.J. EXPANSION JOINT EXPANSION JOINT EL. ELEVATION ELEVATION ELECT. ELECTRICAL ELECTRICAL ELEV. ELEVATOR ELEVATOR EMER. EMERGENCY EMERGENCY ENCL. ENCLOSURE ENCLOSURE E.O.S. EDGE OF SLAB EDGE OF SLAB E.P. ELECTRICAL PANELBOARD ELECTRICAL PANELBOARD EQ. EQUAL EQUAL EQPT. EQUIPMENT EQUIPMENT EQV. EQUIVALENT EQUIVALENT E.W.C. ELECTRICAL WATER COOLER ELECTRICAL WATER COOLER (E.) EXISTING EXISTING EXISTING EXP. EXPANSION EXPANSION EXT. EXTERIOR EXTERIOR F.A. FIRE ALARM FIRE ALARM F.A.U. FORCED AIR UNIT FORCED AIR UNIT F.B. FLAT BAR FLAT BAR F.D. FLOOR DRAIN FLOOR DRAIN F.L. FLOW LINE FLOW LINE F.G. FINISH GRADE FINISH GRADE FND. FOUNDATION FOUNDATION F.E. FIRE EXTINGUISHER FIRE EXTINGUISHER F.H.C. FIRE HOSE CABINET FIN. FINISH FIRE HOSE CABINET FIN. FINISH FLR. FLOOR FLOOR FLSH. FLASH OR FLASHING FLASH OR FLASHING FLUOR. FLUORESCENT FLUORESCENT F.O.A. FACE-OF-BLOCK FACE-OF-BLOCK F.O.C. FACE-OF-CONCRETE FACE-OF-CONCRETE F.O.F. FACE-OF-FINISH FACE-OF-FINISH F.O.S. FACE-OF-STUDS FACE-OF-STUDS

AutoCAD SHX Text

ARCHITECTURAL ABBREVIATIONS

AutoCAD SHX Text

ARCHITECTURAL SYMBOLS

AutoCAD SHX Text

PROJECT DATA

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

PROJECT TEAM

AutoCAD SHX Text FPRF. FIREPROOF FIREPROOF F.R. FIRE RETARDANT FIRE RETARDANT F.S. FULL SIZE FULL SIZE FT. FOOT OR FEET FOOT OR FEET FTG. FOOTING FOOTING FURR. FURRING FURRING FUT. FUTURE FUTURE F.P. FOUNDATION VENT FOUNDATION VENT G.A. GUAGE GUAGE GALV. GALVANIZED GALVANIZED GAL. GALLON GALLON G.B. GRAB BAR GRAB BAR G.F.I. GROUND FAULT INTERUPTOR GROUND FAULT INTERUPTOR GL. GLASS GLASS GND. GROUND GROUND GR. GRADE GRADE GRT. GROUT GROUT GYP. BD. GYPSUM BOARD GYPSUM BOARD G.L.B. GLUE-LAMINATED BEAM GLUE-LAMINATED BEAM HC.W.C. HANDICAPPED WATER CLOSET HANDICAPPED WATER CLOSET HNGR. HANGER HK. HOOK HANGER HK. HOOK H.B. HOSE BIBB HOSE BIBB H.C. HOLLOW CORE HOLLOW CORE HDWD. HARDWOOD HARDWOOD HDWE. HARDWARE HARDWARE H.P. HEAT PUMP HEAT PUMP H.M. HOLLOW METAL HOLLOW METAL HORIZ. HORIZONTAL HORIZONTAL H.R. HOUR HOUR HGT. HEIGHT HEIGHT I.D. INSIDE DIAMETER INSIDE DIAMETER INSUL. INSULATION INSULATION INT. INTERIOR INTERIOR INV. INVERT ELEVATION INVERT ELEVATION JAN. JANITOR JANITOR JT. JOINT JOINT JST. JOIST JOIST KIT. KITCHEN KITCHEN K.O. KNOCK-OUT KNOCK-OUT LAB. LABORATORY LABORATORY L.S. LAG SCREW LAG SCREW LAT. LATERAL LATERAL LAM. LAMINATE LAMINATE LAV. LAVATORY LAVATORY LKR. LOCKER LOCKER LT. LIGHT LIGHT LT. WT. LIGHT WEIGHT LIGHT WEIGHT MATL. MATERIAL MATERIAL MAX. MAXIMUM MAXIMUM M.B. MACHINE BOLT MACHINE BOLT MAS. MASONRY MASONRY M.C. MEDICINE CABINET MEDICINE CABINET MECH. MECHANICAL MECHANICAL MEMB. MEMBRANE MEMBRANE MTL. METAL METAL MFR. MANUFACTURER MANUFACTURER MLDG (S) MOULDING (S) MOULDING (S) M.H. MANHOLE MANHOLE MIN. MINIMUM MINIMUM MIR. MIRROR MIRROR MISC. MISCELLANEOUS MISCELLANEOUS M.O. MASONRY OPENING MASONRY OPENING M.R. MOISTURE RESISTANT MOISTURE RESISTANT MTD. MOUNTED MOUNTED MUL. MULLION MULLION (N.) NEW NEW N. NORTH NORTH NAT. NATURAL NATURAL NO. # NUMBER NUMBER NOM. NOMINAL NOMINAL N.T.S. NOT-TO-SCALE NOT-TO-SCALE N.P.T. NATIONAL PIPE THREAD NATIONAL PIPE THREAD OA. OVERALL OVERALL OBS. OBSCURE OBSCURE O.C. O/C ON CENTER ON CENTER O.D. OUTSIDE DIAMETER OUTSIDE DIAMETER O.F.C.I. OWNER FURNISHED,CONTRACTOR INSTALLED OWNER FURNISHED,CONTRACTOR INSTALLED O.F.O.I. OWNER FURNISHED,OWNER INSTALLED OWNER FURNISHED,OWNER INSTALLED OFF. OFFICE OFFICE OPNG. OPENING OPENING OPP. OPPOSITE OPPOSITE OPT. OPTIONAL OPTIONAL OS.A. OUTSIDE AIR OUTSIDE AIR O.S.B. ORIENTED STRAND BOARD ORIENTED STRAND BOARD PNL(S). PANEL(S) PANEL(S) PART. BD. PARTICLE BOARD PARTICLE BOARD PEN. PENETRATION PENETRATION

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text PRCST. PRE-CAST PRE-CAST PL. PLATE PLATE P.LAM. PLASTIC LAMINATE PLASTIC LAMINATE PLAS. PLASTER PLASTER PLYWD. PLYWOOD PLYWOOD PR. PAIR PAIR PT. POINT POINT P.T.D. PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER P.T.D/R PAPER TOWEL PAPER TOWEL DISPENSER/RECEPTACLE PTN. PARTITION PARTITION P.T.R. PAPER TOWEL RECEPTACLE PAPER TOWEL RECEPTACLE P.T. PRESSURE TREATED (WOLMINIZED) PRESSURE TREATED (WOLMINIZED) Q.T. QUARRY TILE QUARRY TILE R. RISER RISER R.D. ROOF DRAIN ROOF DRAIN RFTR. RAFTER RAFTER RAD. RADIUS RADIUS RECT. RECTANGULAR RECTANGULAR RM. ROOM ROOM REF. REFERENCE REFERENCE REFR. REFRIGERATOR REFRIGERATOR RGTR. REGISTER REGISTER REINF. REINFORCED REINFORCED REQ. REQUIRED REQUIRED RESIL. RESILIENT RESILIENT RFG. ROOFING ROOFING R.O. R/O ROUGH OPENING ROUGH OPENING RWD. REDWOOD REDWOOD R.W.L. RAIN WATER LEADER RAIN WATER LEADER S. SOUTH SOUTH S.C. SOLID CORE SOLID CORE S.C.D. SEAT COVER DISPENSER SEAT COVER DISPENSER S.D. SOAP DISPENSER SOAP DISPENSER S.M. SHEET METAL SHEET METAL SCHED. SCHEDULE SCHEDULE SCRN. SCREEN SCREEN SECT. SECTION SECTION SEIS. SEISMIC SEISMIC SH. SHELF SHELF SHWR. SHOWER SHOWER SHT. SHEET SHEET SHTG. SHEATHING SHEATHING SIM. SIMILAR SIMILAR SPCG. SPACING SPACING SPEC. SPECIFICATION SPECIFICATION SQ. SQUARE SQUARE STGR. STAGGER(ED) STAGGER(ED) SST. STAINLESS STEEL STAINLESS STEEL STIFF. STIFFENER STIFFENER STRUCT. STRUCTURAL STRUCTURAL S.SK. SERVICE SINK SERVICE SINK STA. STATION STATION STD. STANDARD STANDARD STL. STEEL STEEL STOR. STORAGE STORAGE STRL. STRUCTURAL STRUCTURAL SUSP. SUSPENDED SUSPENDED SYM. SYMMETRICAL SYMMETRICAL T. TREAD TREAD T.B. TOWEL BAR TOWEL BAR T.C. TOP-OF-CURB TOP-OF-CURB T&G TONGUE AND GROOVE TONGUE AND GROOVE T.P. TOP-OF-PAVEMENT TOP-OF-PAVEMENT T.P.D. TOILET PAPER DISPENSER TOILET PAPER DISPENSER TELE. TELEPHONE TELEPHONE TERR. TERRAZZO TERRAZZO THK. THICK THICK T.O. TOP OF TOP OF TRTD. TREATED TREATED T.W. TOP-OF-WALL TOP-OF-WALL TYP. TYPICAL TYPICAL UTIL. UTILITY UTILITY UNF. UNFINISHED UNFINISHED U.O.N. UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED U.O.S. UNLESS OTHERWISE SHOWN UNLESS OTHERWISE SHOWN UR. URNIAL URNIAL VB VAPOR BARRIER VAPOR BARRIER VERT. VERTICAL VERTICAL VEST. VESTIBULE VESTIBULE VEN. VENEER VENEER V.T.O. VENT-TO-OUTSIDE VENT-TO-OUTSIDE V.T.R. VENT-TO-ROOF VENT-TO-ROOF VOL. VOLUME VOLUME W. WEST WEST W/ WITH WITH W.C. WATER CLOSET WATER CLOSET WD. WOOD WOOD WDW WINDOW WINDOW W/O WITHOUT WITHOUT WP. WATERPROOF WATERPROOF WSCT. WAINSCOT WAINSCOT WT. WEIGHT WEIGHT W.W.F. WELDED WIRE FABRIC WELDED WIRE FABRIC W.M. WIRE MESH WIRE MESH

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text A.F.F.

AutoCAD SHX Text

COLUMN GRID NOTATION

AutoCAD SHX Text

MATCH SIDE BREAK - MATCH LINE

AutoCAD SHX Text

ELEVATION DATUM

AutoCAD SHX Text

DATUM POINT

AutoCAD SHX Text

ROOM NAME

AutoCAD SHX Text

ROOM NUMBER

AutoCAD SHX Text

SLOPE TAG

AutoCAD SHX Text

KEY NOTE

AutoCAD SHX Text

WINDOW TAG

AutoCAD SHX Text

DOOR TAG

AutoCAD SHX Text

SAND

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GENERAL MASONRY

AutoCAD SHX Text

UNDISTURBED SOIL

AutoCAD SHX Text

WOOD

AutoCAD SHX Text

STEEL

AutoCAD SHX Text

REVISION TAG

AutoCAD SHX Text

REVISION CLOUD

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

REFERENCE NORTH

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

PG#

AutoCAD SHX Text

DETAIL #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text

SECTION #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text

NORTH ARROW

AutoCAD SHX Text

REFERENCE ARROW

AutoCAD SHX Text

VIEW #

AutoCAD SHX Text

DIRECTION OF VIEW

AutoCAD SHX Text

EXISTING WALL

AutoCAD SHX Text

DEMO WALL

AutoCAD SHX Text

NEW WALL

AutoCAD SHX Text

SOUND / THERMAL BATT INSULATION

AutoCAD SHX Text

RIGID INSULATION

AutoCAD SHX Text LEGAL JURISDICTION: -- -- ZONING CLASSIFICATION : RPF RPF RPF TAX MAP NO. : 18-02-34-00 18-02-34-00 LOT : 01900 01900 OCCUPANCY : E E BUILDING TYPE : V-B V-B REMODELED AREA : 1425 SQ.FT. 1425 SQ.FT. RESIDENTIAL STRUCT. CODE: O.R.S.C.-2023 O.R.S.C.-2023 2023 COMMERCIAL STRUCT. CODE: O.S.S.C.-2022 O.S.S.C.-2022 2022 ACCESSIBILITY CODE: ICCA117.1- ICCA117.1- 2017 MECHANICAL CODE: O.S.M.C.-2022 O.S.M.C.-2022 2022 PLUMBING CODE: O.P.S.C.-2023 O.P.S.C.-2023 2023 ELECTRICAL CODE: O.E.S.C.-2023 O.E.S.C.-2023 2023 FIRE CODE: O.F.C.-2019 O.F.C.-2019 O.F.C.-2019 2019 ENERGY CODE: O.E.E.S.C.- O.E.E.S.C.- 2021

AutoCAD SHX Text ARCHITECTURE AND PLANNING 1551 OAK STREET SUITE A EUGENE, OREGON 97401 PHONE: (541) 687-7800 (541) 687-7800 FAX: (541) 687-1200 (541) 687-1200 e-mail: rodd@rharchitectural.com

AutoCAD SHX Text

ARCHITECTURAL CONSULTANT

AutoCAD SHX Text

A0.1 TITLE SHEET TITLE SHEET TITLE SHEET A0.2 ADA SHEETADA SHEET

AutoCAD SHX Text A2.1 DEMOLITION PLAN DEMOLITION PLAN A3.1 FLOOR PLAN FLOOR PLAN A5.1 BUILDING SECTIONS BUILDING SECTIONS A6.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A6.2 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS A9.1 SCHEDULES SCHEDULES SCHEDULES A10.1 INTERIOR ELEVATIONSINTERIOR ELEVATIONS

AutoCAD SHX Text S1.0 STRUCTURAL NOTES STRUCTURAL NOTES S2.0 FOUNDATION / ROOF PLAN FOUNDATION / ROOF PLAN S5.0 GENERAL STRUCTURAL GENERAL STRUCTURAL DETAILS S5.1 GENERAL STRUCTURAL GENERAL STRUCTURAL DETAILS S5.2 GENERAL STRUCTURAL GENERAL STRUCTURAL DETAILS S6.0 STRUCTURAL DETAILSSTRUCTURAL DETAILS

AutoCAD SHX Text

AutoCAD SHX Text M001 HVAC LEGEND, NOTES AND HVAC LEGEND, NOTES AND SCHEDULES MOO2 MECHANICAL CODE MECHANICAL CODE COMPLIANCE NOTES M101 HVAC FLOOR PLAN HVAC FLOOR PLAN M201 HVAC DETAILSHVAC DETAILS

AutoCAD SHX Text E1.1 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN E2.1 ELECTRICAL DEMOLITION ELECTRICAL DEMOLITION PLAN E3.1 POWER AND SIGNAL PLAN POWER AND SIGNAL PLAN E4.1 LIGHTING PLAN LIGHTING PLAN E5.1 ONE LINE AND SCHEDULESONE LINE AND SCHEDULES

AutoCAD SHX Text P001 PLUMBING LEGEND, NOTES PLUMBING LEGEND, NOTES AND SCHEDULES POO2 PLUMBING / MECHANICAL PLUMBING / MECHANICAL CODE COMPLIANCE NOTES P201 PLUMBING DETAILSPLUMBING DETAILS

AutoCAD SHX Text

RODD HANSEN, ARCHITECT, LLC

AutoCAD SHX Text

LANDSCAPING DRAWING

AutoCAD SHX Text

ARCHITECTURAL DRAWING

AutoCAD SHX Text

STRUCTURAL DRAWING

AutoCAD SHX Text

ELECTRICAL DRAWING

AutoCAD SHX Text

PLUMBING DRAWING

AutoCAD SHX Text

MECHANICAL DRAWING

AutoCAD SHX Text STRUCTURAL ENGINEERS 1207 ADAMS AVENUE LaGrand, OREGON 97850 PHONE: (541)-786-5315 FAX: -- e-mail: dhoward@cbse.us

AutoCAD SHX Text

CBSE, L.L.C. ENGINEERING

AutoCAD SHX Text ENGINEERING 5140 FRANKLIN BLVD. SUITE #1 EUGENE, OREGON 974O3 PHONE: (541) 505-9727 FAX: --

AutoCAD SHX Text

INTEG

AutoCAD SHX Text JIM KRUMSICK P.E. LEED AP 85193 APPLETREE DRIVE EUGENE, OREGON 97405 PHONE: (541) 285-1680 FAX: jkrumsick@q.com

AutoCAD SHX Text

PARADIGM ENGINEERING

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ISSUE DATE:

AutoCAD SHX Text

JOB#:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TITLE:

AutoCAD SHX Text

JSD

AutoCAD SHX Text 2-2-2024

AutoCAD SHX Text 1551 Oak Street Suite A Eugene, Oregon 97401 Phone: (541)-687-7800 Fax: (541)-687-1200 E-Mail: rodd@rharchitectural.com

AutoCAD SHX Text 1520.05032023

AutoCAD SHX Text THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC

AutoCAD SHX Text

FORESTRY BUILDING REMODEL

AutoCAD SHX Text

DISTRICT 1 PLEASANT HILL FORESTRY BUILDING

AutoCAD SHX Text

84455 N ENTERPRISE RD. PLEASANT HILL, OR. 97455

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text

EUGENE, OREGON

AutoCAD SHX Text

RODD E. HANSEN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

AREA OF PROPOSED REMODEL

AutoCAD SHX Text A0.1

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text

NONE

NORTH

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

TRANSFER SHOWERS

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

INTERIOR SIGNAGE

AutoCAD SHX Text

1. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BEWHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BESIGNS SHALL BEINSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AND BE CENTERED 60"THE DOOR AND BE CENTERED 60"ABOVE THE FINISHED FLOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THEDOOR, INCLUDING AT DOUBLE-LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEARESTADJACENT WALL. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON WALL. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OROBJECTS ORSTANDING WITHIN THE SWING OF A DOOR. 2. THE CHARACTER AND BACKGROUND OF INTERIOR SIGNS SHALL BE EGGSHELL, MATTE, ORTHE CHARACTER AND BACKGROUND OF INTERIOR SIGNS SHALL BE EGGSHELL, MATTE, OROTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIRBACKGROUND. EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERSON A LIGHT BACKGROUND ARE ACCEPTABLE. 3. LETTERS & NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1LETTERS & NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1AND A STROKE-WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. CHARACTERS AND NUMBERS ONSIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BEREAD. THE MINIMUM CHARACTER HEIGHT FOR SIGNS SUSPENDED OR PROJECTED OVERHEADSUSPENDED OR PROJECTED OVERHEADIS 3" FOR UPPERCASE LETTERS. LOWERCASE LETTERS ARE PERMITTED. 4. LETTERS AND NUMERALS SHALL BE RAISED NOT LESS THAN "; BE UPPERCASE, SIMPLELETTERS AND NUMERALS SHALL BE RAISED NOT LESS THAN "; BE UPPERCASE, SIMPLE132"; BE UPPERCASE, SIMPLETYPEFACE; AND BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BENOT LESS THAN " OR MORE THAN 2" HIGH. ANY PICTOGRAMS SHALL BE ACCOMPANIED BY58" OR MORE THAN 2" HIGH. ANY PICTOGRAMS SHALL BE ACCOMPANIED BYTHE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THEBORDER DIMENSION OF THE PICTOGRAM SHALL BE AT LEAST 6" HIGH.PICTOGRAM SHALL BE AT LEAST 6" HIGH.

AutoCAD SHX Text

INTERIOR SIGNAGE

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

ACCESSIBILITY HEIGHTS

AutoCAD SHX Text

1. MANUALLY OPERATED SWITCHES AND CONTROLS FOR LIGHTS, POWER HEAT,MANUALLY OPERATED SWITCHES AND CONTROLS FOR LIGHTS, POWER HEAT,VENTILATION, WINDOWS, DRAPERIES, DOORS AND SIMILAR CONTROLS OFFREQUENT AND ESSENTIAL USE ARE TO BE CENTERED BETWEEN 36" AND 48"FROM FLOOR. 2. ELECTRICAL CONVENIENCE WALL OUTLETS ARE TO BE A MINIMUM 15" FROMELECTRICAL CONVENIENCE WALL OUTLETS ARE TO BE A MINIMUM 15" FROMTHE FLOOR. ELECTRICAL CONVENIENCE FLOOR OUTLETS AND BASEBOARDBASEBOARDELECTRICAL OUTLETS USED IN MOVABLE PARTITIONS OR WINDOW WALLS AREWINDOW WALLS ARENOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. 3. DRINKING FOUNTAINS LOCATED WITHIN ALCOVES OR POSITIONED SO AS NOTDRINKING FOUNTAINS LOCATED WITHIN ALCOVES OR POSITIONED SO AS NOTTO BE IN CORRIDOR OR WALK, SHALL COMPLY WITH ABOVE. 4. THE BUBBLER CAN BE ACTIVATED BY HAND OPERATED LEVER WITHIN 6" OFTHE BUBBLER CAN BE ACTIVATED BY HAND OPERATED LEVER WITHIN 6" OFTHE FRONT, PUSH BAR ALONG FRONT OR BY ANOTHER APPROVED CONTROLEASILY OPERATED BY A HANDICAPPED PERSON. 5. WATER STREAM IS TO BE PARALLEL TO THE FRONT SIDE OF THE FOUNTAIN.WATER STREAM IS TO BE PARALLEL TO THE FRONT SIDE OF THE FOUNTAIN.

AutoCAD SHX Text

ACCESSIBILITY HEIGHTS:

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

ACCESSIBILITY CLEARANCES

AutoCAD SHX Text

1. FLOOR DRAINS SHALL NOT BE LOCATED WITHIN THE CLEAR FLOOR SPACEFLOOR DRAINS SHALL NOT BE LOCATED WITHIN THE CLEAR FLOOR SPACEAT A LAVATORY, WATER CLOSET, URINAL, OR BATHTUB OR SHOWER. FLOORSSHALL NOT SLOPE IN EXCESS OF 1 UNIT VERTICAL IN 50 UNITS HORIZONTAL(2% SLOPE). 2. WHEN DOOR IS LOCATED IN CORRIDOR SIDEWALL AND SWINGS INTO THEWHEN DOOR IS LOCATED IN CORRIDOR SIDEWALL AND SWINGS INTO THECORRIDOR, MINIMUM WIDTH OF CORRIDOR SHALL BE 60" UNLESS OTHERSTATE OR LOCAL BUILDING CODES ALLOW LESSER CORRIDOR WIDTH. 3. AN UNOBSTRUCTED FLOOR SPACE SHALL BE PROVIDED WITHIN BATHROOMS,AN UNOBSTRUCTED FLOOR SPACE SHALL BE PROVIDED WITHIN BATHROOMS,TOILET ROOMS, BATHING FACILITIES AND SHOWER ROOMS OF SUFFICIENT SIZETO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60" OR A "T"-TURN.DOORS IN ANY POSITION MAY ENCROACH INTO THIS SPACE BY NOT MORETHAN 12", BUT SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OF ANYFIXTURE. THE CLEAR FLOOR SPACES AT FIXTURES, THE ACCESSIBLE ROUTEAND THE UNOBSTRUCTED FLOOR SPACE MAY OVERLAP. 4. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND BEFLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND BEMOUNTED FOR USE FROM THE WIDE SIDE OF THE WATER CLOSET AREA ANDNOT MORE THAN 44" ABOVE THE FLOOR. CONTROLS AND OPERATINGMECHANISMS SHALL BE OPERABLE WITH THE WRIST OR ARM AND NOTREQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCEREQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5POUNDS-FORCE.

AutoCAD SHX Text

ACCESSIBILITY CLEARANCES:

AutoCAD SHX Text GRAB BARS: 1. LOCATE GRAB BARS ON EACH SIDE OR ONELOCATE GRAB BARS ON EACH SIDE OR ONESIDE AND AT THE BACK OF TOILET, 33" ABOVEAND PARALLEL TO THE FLOOR, EXCEPT WITH ATANK-TYPE TOILET WHICH OBSTRUCTSPLACEMENT, THE GRAB BAR MAY BE AS HIGH AS36". GRAB BARS AT SIDE TO BE 42" LONG ANDWITH FRONT END 24" IN FRONT OF TOILET. BARSIN BACK TO BE 36" LONG. DIAMETER OR WIDTHOF GRIPPING SURFACE IS REQUIRED TO BE 1 " TO14" TO1 ", OR SHAPE IS TO PROVIDE AN EQUIVALENT12", OR SHAPE IS TO PROVIDE AN EQUIVALENTGRIPPING SURFACE. 2. IF GRAB BARS ARE MOUNTED ADJACENT TOIF GRAB BARS ARE MOUNTED ADJACENT TOWALL, THE SPACE BETWEEN WALL AND BAR IS TOBE 1 ". 12". 3. GRAB BARS SHALL NOT ROTATE. GRAB BARS SHALL NOT ROTATE. 4. GRAB BARS AND ANY SURFACE ADJACENT TOGRAB BARS AND ANY SURFACE ADJACENT TOTHEM CANNOT HAVE ANY SHARP OR ABRASIVEELEMENTS. EDGES ARE TO HAVE A MINIMUMRADIUS OF ". 18". 5. GRAB BARS AND MOUNTINGS SHALL WITHSTANDGRAB BARS AND MOUNTINGS SHALL WITHSTAND250 LBS./SIDE 500 LBS. WEIGHT/MIDDLE.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

TOILET ACCESSORIES

AutoCAD SHX Text LAVATORIES: 1. PROVIDE A CLEAR SPACE 30"X48" IN FRONTPROVIDE A CLEAR SPACE 30"X48" IN FRONTOF THE LAVATORY. THE CLEAR SPACE MAYEXTEND INTO KNEE AND TOE SPACE UNDERLAVATORY. 2. INSULATE OR COVER HOT WATER AND DRAININSULATE OR COVER HOT WATER AND DRAINPIPES UNDER LAVATORIES. NO SHARP ORABRASIVE SURFACES ARE ALLOWED UNDERLAVATORIES. 3. FAUCET CONTROLS AND OPERATINGFAUCET CONTROLS AND OPERATINGMECHANISMS ARE REQUIRED TO BEOPERABLE WITH ONE HAND AND CANNOTREQUIRE GRASPING, PITCHING, OR TWISTING OFOFWRIST. THE FORCE REQUIRED TO ACTIVATECONTROLS IS NOT TO EXCEED 5 LBS. PER FT.LEVER OPERATED, PUSH TYPE ANDELECTRONICALLY CONTROLLED MECHANISMSARE EXAMPLES OF ACCEPTABLE DESIGN. 4. SELF CLOSING VALVES ARE ALLOWED IF THESELF CLOSING VALVES ARE ALLOWED IF THEFAUCET REMAINS OPEN FOR AT LEAST 10SECONDS.

AutoCAD SHX Text URINALS: 1. PROVIDE STALL-TYPE OR WALL HUNGPROVIDE STALL-TYPE OR WALL HUNGURINALS WITH AN ELONGATED RIM ATMAXIMUM HEIGHT 17". FLUSH CONTROLS TOBE HAND OPERATED AND MEET SAMEREQUIREMENTS AS FLUSH CONTROLS OFTOILET AND TO BE NO MORE THAN 44"ABOVE FLOOR. 2. ALTHOUGH NOT EMPHASIZED INALTHOUGH NOT EMPHASIZED INREGULATIONS, THE ACCESSIBLE WALL HUNGURINAL SHOULD BE MAXIMUM ELONGATEDRIM AVAILABLE. 3. WHERE URINALS ARE PROVIDED AT LEASTWHERE URINALS ARE PROVIDED AT LEASTONE SHALL HAVE A CLEAR SPACE IN FRONTOF URINAL 30"X48".

AutoCAD SHX Text RESTROOM ACCESSORIES: 1. THE HIGHEST OPERABLE PART OFTHE HIGHEST OPERABLE PART OFENVIRONMENTAL AND OTHERCONTROLS, DISPENSERS,ELECTRICAL AND COMMUNICATIONSYSTEM RECEPTACLES ON WALLSAND OTHER OPERABLE EQUIPMENTEQUIPMENTSHALL BE A MAXIMUM HIGHFORWARD OF 48" AND SHALL NOTBE LESS THAN 36" ABOVE THEFLOOR. 2. MOUNT MIRRORS WITH BOTTOMMOUNT MIRRORS WITH BOTTOMEDGE NO MORE THAN 40" FROMFLOOR.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

URINALS

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

LAVATORIES

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

RESTROOM ACCESSORIES

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

DOORS

AutoCAD SHX Text DOOR HARDWARE: 1. IT SHALL BE OPERABLE FROM SINGLE EFFORT,IT SHALL BE OPERABLE FROM SINGLE EFFORT,NO GRASPING OR WRIST MOVEMENT (LEVERS,PUSH-PULLS OR PANIC DEVICES). 2. IT SHALL BE MOUNTED AT 36"-48" HIGH. IT SHALL BE MOUNTED AT 36"-48" HIGH. 3. IT SHALL BE OPERABLE FROM INSIDE WITHOUTIT SHALL BE OPERABLE FROM INSIDE WITHOUTUSE OF KEY OR SPECIAL KNOWLEDGE OREFFORT.

AutoCAD SHX Text CLEARANCE 1. SPACE IS NECESSARY TO ALLOWSPACE IS NECESSARY TO ALLOWBACKING AND TURNING SPACE FOR AWHEELCHAIR IN ORDER TO CLEAR "IN"SWINGING DOOR

AutoCAD SHX Text ALLOWABLE CLOSURE PRESSURE: 1. INTERIOR DOOR = 5 POUNDS INTERIOR DOOR = 5 POUNDS 2. EXTERIOR DOOR = 8.5 POUNDS EXTERIOR DOOR = 8.5 POUNDS 3. WHERE ENVIRONMENTAL CONDITIONSWHERE ENVIRONMENTAL CONDITIONSREQUIRE GREATER CLOSINGPRESSURE, POWER-OPERATINGDOORS SHALL BE USED WITHIN THEACCESSIBLE ROUTE.

AutoCAD SHX Text DOORS: 1. WHERE DOORWAYS HAVE TWOWHERE DOORWAYS HAVE TWOINDEPENDENTLY OPERATED DOORLEAVES, THEN AT LEAST ONE LEAF SHALLCOMPLY WITH REQUIRED DOOR SIZE,CONTROLS, ETC. 2. UNINTERRUPTED KICK AT BOTTOM OFUNINTERRUPTED KICK AT BOTTOM OFDOOR SHALL BE 10". 3. THRESHOLDS AT DOORWAYS SHALL NOTTHRESHOLDS AT DOORWAYS SHALL NOTEXCEED " IN HEIGHT AT EXTERIOR12" IN HEIGHT AT EXTERIORDOORS. RAISED THRESHOLDS ANDFLOOR LEVEL CHANGES ACCESSIBLEDOORWAYS SHALL BE BEVELED WITH ASLOPE NO GREATER THAN 1 UNITVERTICAL IN 2 UNITS HORIZONTAL (50%SLOPE). 4. EXIT DOORS SHALL BE OPERABLE FROMEXIT DOORS SHALL BE OPERABLE FROMINSIDE WITHOUT USE OF KEY OR ANYSPECIAL KNOWLEDGE OR EFFORT.

AutoCAD SHX Text

RAMP NOTES:

AutoCAD SHX Text

1. MAXIMUM ALLOWABLE SLOPE OF RAMP IS 1:12. MAXIMUM ALLOWABLE SLOPE OF RAMP IS 1:12. 2. MAXIMUM CROSS SLOPE OF 1:50. MAXIMUM CROSS SLOPE OF 1:50. 3. LANDINGS ARE REQUIRED AT TOP AND BOTTOM OF EVERY RAMP. LANDINGS ARE REQUIRED AT TOP AND BOTTOM OF EVERY RAMP. 4. INTERMEDIATE LANDINGS ARE REQUIRED AT INTERVALS NOT EXCEEDING 30"INTERMEDIATE LANDINGS ARE REQUIRED AT INTERVALS NOT EXCEEDING 30"OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION. 5. LANDINGS SHALL BE MINIMUM 60" LONG, OR WIDTH OF RAMP IF GREATER INLANDINGS SHALL BE MINIMUM 60" LONG, OR WIDTH OF RAMP IF GREATER INDIRECTION OF TRAVEL. 6. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS WITHPEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO BUILDINGS WITHOCCUPANCY LOAD OF 300 OR MORE WILL REQUIRE 60" CLEAR WIDTH. 7. RAMPS WITH OCCUPANCY LOAD OF LESS THAN 50 MAY BE 36" WIDERAMPS WITH OCCUPANCY LOAD OF LESS THAN 50 MAY BE 36" WIDE(HOTELS, APARTMENT HOUSES, CONVENTS, MONASTERIES, DWELLINGS). 8. HANDRAILS WILL BE REQUIRED ON EACH SIDE OF RAMP, CONTINUOUS FORHANDRAILS WILL BE REQUIRED ON EACH SIDE OF RAMP, CONTINUOUS FORFULL LENGTH OF RAMP (SLOPES EXCEEDING 1:20). 9. RAMPS WITH SLOPES OF 1:20 OR GREATER WILL REQUIRE SLIP RESISTANTRAMPS WITH SLOPES OF 1:20 OR GREATER WILL REQUIRE SLIP RESISTANTFINISH.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

RAMPS

AutoCAD SHX Text STAIRS: 1. MARK UPPER APPROACH AND THE LOWER TREAD OF EACH FLIGHT OF EACH STAIR BY A STRIPMARK UPPER APPROACH AND THE LOWER TREAD OF EACH FLIGHT OF EACH STAIR BY A STRIP2" WIDE PLACED PARALLEL TO AND NOT MORE THAN 1" FROM NOSE OF STEP OF LANDING TOALERT THE VISUALLY IMPAIRED. THE STRIP IS REQUIRED TO BE OF MATERIALS AT LEAST ASSLIP RESISTANT AS THE OTHER TREADS OF STAIRS AND TO BE OF A CLEARLY CONTRASTINGCOLOR. A PANTED STRIP IS ACCEPTABLE (INTERIOR). 2. 80" CLEAR IS REQUIRED FOR HEADROOM IN WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES80" CLEAR IS REQUIRED FOR HEADROOM IN WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLESAND OTHER CIRCULATION SPACES. 3. WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL TREADSWHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL TREADSSHALL BE MARKED WITH A 2" STRIP. 4. BRAILLE IDENTIFICATION INDICATING FLOOR AND TRAVEL DIRECTION LOCATED AT THE TOP ANDBRAILLE IDENTIFICATION INDICATING FLOOR AND TRAVEL DIRECTION LOCATED AT THE TOP ANDBOTTOM OF EACH STAIR RUN. 5. RISE AND RUN: THE RUN OF EVERY STEP IS REQUIRED TO BE NOT LESS THAN 11" AS MEASUREDRISE AND RUN: THE RUN OF EVERY STEP IS REQUIRED TO BE NOT LESS THAN 11" AS MEASUREDHORIZONTALLY BETWEEN VERTICAL PLANES OF THE FURTHERMOST PROJECTION OF ADJACENTTREADS. 6. TREADS: THE RISE OF EVERY STEP MUST BE BETWEEN 4"-7" WITH THE GREATEST DIFFERENCE BETREADS: THE RISE OF EVERY STEP MUST BE BETWEEN 4"-7" WITH THE GREATEST DIFFERENCE BELESS THAN ". IN STAIRS THAT MAY BE USED BY A DISABLED PERSON, THE TREADS ARE38". IN STAIRS THAT MAY BE USED BY A DISABLED PERSON, THE TREADS AREREQUIRED TO BE SMOOTH, ROUNDED OR CHAMFERED WITHOUT ABRUPT EDGES AT THE LOWERFRONT EDGE OF NOSING. 7. NOSING: SHALL NOT PROJECT MORE THAN 1 1/2" PAST FACE OF RISER. NOSING: SHALL NOT PROJECT MORE THAN 1 1/2" PAST FACE OF RISER. 8. CLOSED RISERS: SHALL BE SUFFICIENTLY SOLID TO PREVENT PASSAGE OF OBJECTS LARGERCLOSED RISERS: SHALL BE SUFFICIENTLY SOLID TO PREVENT PASSAGE OF OBJECTS LARGERTHAN 1/4" MAXIMUM DIMENSION.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text EXTERIOR HAZARDS: WARNING CURB AT ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN A VERTICAL DIMENSION, SUCH AS THE PLANTERS OR FOUNDATIONS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS, SHALL BE IDENTIFIED BY CURBS AT LEAST 6" HIGH TO WARN THE BLIND OF A POTENTIAL DROP-OFF. NO CURB IS REQUIRED IF GUARDRAIL IS PROVIDED CENTERED 3" PLUS OR MINUS 1" ABOVE SURFACE OF WALK OR SIDEWALK. OBSTRUCTIONS: 1. ANY OBSTRUCTION THAT OVERHANGS A ROUTE BY WHICH A PEDESTRIAN MAY PASS IS REQUIRED TOANY OBSTRUCTION THAT OVERHANGS A ROUTE BY WHICH A PEDESTRIAN MAY PASS IS REQUIRED TOBE AT LEAST 80" ABOVE WALKING SURFACE AS MEASURED TO BOTTOM OF OBSTRUCTION. 2. OBJECTS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" FROM WALK CANNOT PROTRUDE MOREOBJECTS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" FROM WALK CANNOT PROTRUDE MORETHAN 4" INTO WALKS AND HALLS. 3. OBJECTS WITH THEIR LEADING EDGES WITHIN 27" OF WALK MAY PROTRUDE ANY DISTANCE, BUT MAYOBJECTS WITH THEIR LEADING EDGES WITHIN 27" OF WALK MAY PROTRUDE ANY DISTANCE, BUT MAYNOT REDUCE THE REQUIRED CLEAR SPACE. 4. FREE STANDING OBJECTS ON POSTS OR PYLONS MAY OVERHANG 12". FREE STANDING OBJECTS ON POSTS OR PYLONS MAY OVERHANG 12". 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACE SHALL HAVE 80"WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACE SHALL HAVE 80"MINIMUM CLEAR HEAD ROOM. FLOOR: 1. BUILDING SHALL BE ONE COMMON FLOOR LEVEL THROUGHOUT, UNLESS VARYING LEVELS AREBUILDING SHALL BE ONE COMMON FLOOR LEVEL THROUGHOUT, UNLESS VARYING LEVELS AREPROVIDED WITH CONFORMING RAMPS OR LIFTS. 2. ALL FLOORS SHALL BE SLIP RESISTANT.ALL FLOORS SHALL BE SLIP RESISTANT.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

HAZARDS

AutoCAD SHX Text GRATING: 1. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHOULD NOT HAVE GRATINGS. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHOULD NOT HAVE GRATINGS. 2. WHERE GRATINGS OCCUR IN THE PATH OF TRAVEL, THE GRID OPENINGS ARE REQUIRED TO BEWHERE GRATINGS OCCUR IN THE PATH OF TRAVEL, THE GRID OPENINGS ARE REQUIRED TO BENO GREATER THAN 1/2" IN THE DIRECTION OF TRAFFIC FLOW. WALKS AND SIDEWALK: 1. PRIVATE WALKS OR SIDEWALKS ARE REQUIRED TO BE ACCESSIBLE IF THEY LEAD TOPRIVATE WALKS OR SIDEWALKS ARE REQUIRED TO BE ACCESSIBLE IF THEY LEAD TOBUILDINGS AND FACILITIES REQUIRED TO BE ACCESSIBLE. 2. A MINIMUM OF 48" IS REQUIRED. A MINIMUM OF 48" IS REQUIRED. 3. WALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BYWALKS AND SIDEWALKS SHALL HAVE CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BYSTEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2" AND SHALL BE A MINIMUM OF 48"WIDE. 4. SURFACES WITH SLOPE OF LESS THAN 6% GRADIENT SHALL BE SLIP RESISTANT. SURFACES WITH SLOPE OF LESS THAN 6% GRADIENT SHALL BE SLIP RESISTANT. 5. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4"/FT.SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4"/FT.

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text

ROOM IDENTIFICATION SIGN @ LATCH SIDE OF DOOR

AutoCAD SHX Text

IDENTIFICATION SYMBOL

AutoCAD SHX Text

14" THICK SIGN

AutoCAD SHX Text

INTERMEDIATE @ 18" ABOVE RAMP

AutoCAD SHX Text

HANDRAIL AT RAMPS

AutoCAD SHX Text

CANE DETECTION AREA

AutoCAD SHX Text

CANE DETECTION AREA

AutoCAD SHX Text

PROTECT SHADED AREA FROM CROSS-TRAFFIC

AutoCAD SHX Text

ANY AMOUNT

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

CLEAR

AutoCAD SHX Text

LONG DIMENSION PERPENDICULAR TO ROUTE OF TRAVEL

AutoCAD SHX Text

PREDOMINANT DIRECTION OF TRAFFIC

AutoCAD SHX Text A

AutoCAD SHX Text

2" HIGH WARNING CURBS OR MORE

AutoCAD SHX Text

6" OR MORE DROP

AutoCAD SHX Text %%uSTAIRS

AutoCAD SHX Text %%uHANDRAILS

AutoCAD SHX Text

X = EXTENSION OF HANDRAIL EQUAL TO TREAD WIDTH PLUS 12"

AutoCAD SHX Text

DN.

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

LANDING

AutoCAD SHX Text

INNER HANDRAIL

AutoCAD SHX Text 60"

AutoCAD SHX Text

VARIES SEE NOTE 8

AutoCAD SHX Text 60"

AutoCAD SHX Text

VARIES SEE NOTE 8

AutoCAD SHX Text

60" MIN.*

AutoCAD SHX Text

60" MIN.*

AutoCAD SHX Text 60"

AutoCAD SHX Text

VARIES SEE NOTE 8

AutoCAD SHX Text

60" MIN.*

AutoCAD SHX Text

60" MIN.*

AutoCAD SHX Text

AS REQ'D.

AutoCAD SHX Text

AS REQ'D.

AutoCAD SHX Text

AS REQ'D.

AutoCAD SHX Text

34" TO

AutoCAD SHX Text 36"

AutoCAD SHX Text 2"

AutoCAD SHX Text 12"

AutoCAD SHX Text 72"

AutoCAD SHX Text

17" TO

AutoCAD SHX Text 19"

AutoCAD SHX Text

NOTE 4

AutoCAD SHX Text

NOTE 4

AutoCAD SHX Text

NOTE 4

AutoCAD SHX Text 24"

AutoCAD SHX Text 24" MIN. EXTERIOR & 18" MIN. INTERIOR BEYOND THE STRIKE EDGE OF GATE OR DOOR AT SWING SIDE.

AutoCAD SHX Text

REQ'D CLEAR SPACE

AutoCAD SHX Text

REQ'D CLEAR SPACE

AutoCAD SHX Text

REQ'D CLEAR SPACE

AutoCAD SHX Text

REQ'D CLEAR SPACE

AutoCAD SHX Text 34"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 18"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

REQ'D CLEAR SPACE

AutoCAD SHX Text

REQ'D CLEAR SPACE

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 48"

AutoCAD SHX Text

REQ'D IF DOOR HAS BOTH A CLOSER AND A LATCH

AutoCAD SHX Text

48" IF DOOR HAS CLOSER & LATCH

AutoCAD SHX Text

54" IF DOOR HAS CLOSER

AutoCAD SHX Text

48" IF DOOR HAS CLOSER

AutoCAD SHX Text

IF Y=60" THEN X=36"

AutoCAD SHX Text

IF Y=54" THEN X=42"

AutoCAD SHX Text

IF BOTH LATCH & CLOSER ARE PROVIDED

AutoCAD SHX Text

15"-48" (NOT BEHIND GRAB BAR)

AutoCAD SHX Text

1 1/2" MAX. BETWEEN DISPENSER AND GRAB BAR

AutoCAD SHX Text

SANITARY NAPKIN-DISPOSAL

AutoCAD SHX Text VERTICAL GRAB BAR w/250 LB. CAPACITY

AutoCAD SHX Text

URINAL

AutoCAD SHX Text

16" MIN. OUTWARD PROTRUSION

AutoCAD SHX Text

KNEE CLEARANCE

AutoCAD SHX Text

TOE CLEARANCE

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text 30"

AutoCAD SHX Text

SOAP

AutoCAD SHX Text

MIRROR

AutoCAD SHX Text

DISPENSER

AutoCAD SHX Text

CLEAR FLOOR SPACE

AutoCAD SHX Text

TOILET SEAT COVER DESPENSER

AutoCAD SHX Text GRAB BAR w/250 LB. CAPACITY

AutoCAD SHX Text

SANITARY NAPKIN DISP.

AutoCAD SHX Text

ELECTRIC HAND DRYER

AutoCAD SHX Text

FIRE EXTINGUISHER CABINET

AutoCAD SHX Text

PAPER TOWEL DISP.

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text K-3422

AutoCAD SHX Text

WELLWORTH

AutoCAD SHX Text

TOILETS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text 4'-1 "12"

AutoCAD SHX Text

CLEAR FLOOR SPACE

AutoCAD SHX Text

UNOBSTRUCTED FRONT REACH 15"-48"

AutoCAD SHX Text

UNOBSTRUCTED SIDE REACH 18"-48"

AutoCAD SHX Text

36" MIN.

AutoCAD SHX Text

36" MIN.

AutoCAD SHX Text 15"

AutoCAD SHX Text

CONVENIENCE WALL OUTLET

AutoCAD SHX Text

WINDOW OPERATOR

AutoCAD SHX Text

LIGHT SWITCH

AutoCAD SHX Text

CHORD

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text NOTE: equipment permitted in shaded area

AutoCAD SHX Text

BACK WALL

AutoCAD SHX Text

SEAT WALL

AutoCAD SHX Text

CONTROL WALL

AutoCAD SHX Text

BACK WALL

AutoCAD SHX Text

SEAT WALL

AutoCAD SHX Text

CONTROL WALL

AutoCAD SHX Text

BACK WALL

AutoCAD SHX Text

SEAT WALL

AutoCAD SHX Text

CONTROL WALL

AutoCAD SHX Text TRANSFER SHOWERS 1. 36" IN WIDTH AND DEPTH 36" IN WIDTH AND DEPTH DIMENSIONS ARE AN ABSOLUTEREQUIREMENT AND ARE NOT A"MINIMUM" OR "MAXIMUM" DIMENSION

AutoCAD SHX Text

2. 36"x48" CLEAR FLOOR SPACE IS REQUIRED TO36"x48" CLEAR FLOOR SPACE IS REQUIRED TOREQUIRED TOALLOW A PERSON IN A WHEEL CHAIR TO WORKTHE CONTROLS AND ADJUST THE WATER FLOWAND TEMPERATURE WHILE OUT-SIDE OF THESHOWER

AutoCAD SHX Text

3. A TRANSFER SHOWER HAS THE OPTION OF AA TRANSFER SHOWER HAS THE OPTION OF AFIXED OR FOLDING SEAT. MOST TRANSFERSHOWERS HAVE FOLDING SEATS SO THATSTANDING PERSONS CAN HAVE USE OF THESHOWER

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ISSUE DATE:

AutoCAD SHX Text

JOB#:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TITLE:

AutoCAD SHX Text

JSD

AutoCAD SHX Text 2-2-2024

AutoCAD SHX Text 1551 Oak Street Suite A Eugene, Oregon 97401 Phone: (541)-687-7800 Fax: (541)-687-1200 E-Mail: rodd@rharchitectural.com

AutoCAD SHX Text 1520.05032023

AutoCAD SHX Text

FORESTRY BUILDING REMODEL

AutoCAD SHX Text

DISTRICT 1 PLEASANT HILL FORESTRY BUILDING

AutoCAD SHX Text

84455 N ENTERPRISE RD. PLEASANT HILL, OR. 97455

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text

EUGENE, OREGON

AutoCAD SHX Text

RODD E. HANSEN

AutoCAD SHX Text

AutoCAD SHX Text A0.2

AutoCAD SHX Text

VARIES

ADA (REFERENCE & GENERAL INFORMATION)

SCALE:

AutoCAD SHX Text

ISSUE DATE:

AutoCAD SHX Text

JOB#:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TITLE:

AutoCAD SHX Text

JSD

AutoCAD SHX Text 2-2-2024

AutoCAD SHX Text 1551 Oak Street Suite A Eugene, Oregon 97401 Phone: (541)-687-7800 Fax: (541)-687-1200 E-Mail: rodd@rharchitectural.com

AutoCAD SHX Text 1520.05032023

AutoCAD SHX Text

FORESTRY BUILDING REMODEL

AutoCAD SHX Text

DISTRICT 1 PLEASANT HILL FORESTRY BUILDING

AutoCAD SHX Text

84455 N ENTERPRISE RD. PLEASANT HILL, OR. 97455

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text

EUGENE, OREGON

AutoCAD SHX Text

RODD E. HANSEN

AutoCAD SHX Text

AutoCAD SHX Text A1.1

AutoCAD SHX Text 0/0"=0'-0"

AutoCAD SHX Text

ARCHITECTURAL SITE PLAN

AutoCAD SHX Text

ARCHITECTURAL SITE PLAN

AutoCAD SHX Text

LOCATION OF PROPOSED REMODEL

AutoCAD SHX Text

SCALE: NONE

NORTH

AutoCAD SHX Text A6.1

AutoCAD SHX Text C

AutoCAD SHX Text A6.2

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A6.2

AutoCAD SHX Text D

AutoCAD SHX Text A6.2

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

ISSUE DATE:

AutoCAD SHX Text

JOB#:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

TITLE:

AutoCAD SHX Text

JSD

AutoCAD SHX Text 2-2-2024

AutoCAD SHX Text 1551 Oak Street Suite A Eugene, Oregon 97401 Phone: (541)-687-7800 Fax: (541)-687-1200 E-Mail: rodd@rharchitectural.com

AutoCAD SHX Text 1520.05032023

AutoCAD SHX Text

FORESTRY BUILDING REMODEL

AutoCAD SHX Text

DISTRICT 1 PLEASANT HILL FORESTRY BUILDING

AutoCAD SHX Text

84455 N ENTERPRISE RD. PLEASANT HILL, OR. 97455

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text

EUGENE, OREGON

AutoCAD SHX Text

RODD E. HANSEN

AutoCAD SHX Text

AutoCAD SHX Text A5.1

AutoCAD SHX Text

SECTIONS

AutoCAD SHX Text 0/0"=0'-0"

AutoCAD SHX Text

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

AutoCAD SHX Text 6'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 0'

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

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

AutoCAD SHX Text 6'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 0'

AutoCAD SHX Text

BUILDING SECTION

AutoCAD SHX Text

KEY NOTES: 1. SPRAY FOAM INSULATION (R-49 RATING) SPRAY FOAM INSULATION (R-49 RATING) 2. SPRAY FOAM INSULATION (R-21 RATING) SPRAY FOAM INSULATION (R-21 RATING) 3. (N) GLAZING CONTRACTOR TO VERIFY(N) GLAZING CONTRACTOR TO VERIFYSIZES) (REFER TO A6.1-2 FOR LOCATIONS) 4. 5/8" TYPE "X" GYP.BD. 5/8" TYPE "X" GYP.BD. 5. CONTRACTOR TO FIELD VERIFY ALLCONTRACTOR TO FIELD VERIFY ALLDIMENSIONS (typ.) 6. GLAZING TO BE REMOVED AND IN-FILLED GLAZING TO BE REMOVED AND IN-FILLED

1. GENERAL.

A. These general structural notes and specifications supplement the project written technical specifications and the project structural drawings.

B. The Contractor is responsible for all construction bracing, temporary shoring, and other site safety controls required during construction in accordance with all applicable Local, State and Federal regulations, to insure the stability and safety of all construction until it is completed and self-supporting.

C. The Contractor is responsible for all water, both above and below ground, runoff and other environmental controls required during construction to insure the site is maintained in compliance with all applicable Local, State and Federal regulations.

D.Details on these plans are intended to depict the general construction details and methods for this structure. Connection details and conditions not specifically shown that are similar in nature 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 or instruction.

E. Prior to implementing any changes to these plans, the Architect/Engineer shall be notified in writing for their written approval. Changes implemented without the Architect/Engineers written approval shall relieve the Architect/Engineer of any claim or liability resulting from that portion of the structure changed or affected by the change.

2. CONTRACTOR RESPONSIBILITY FOR COORDINATION

A.It is the Contractors Prime responsibility to coordinate the work shown on all of the Project Drawings, general, special and technical specifications.

B. The Contractor is responsible to verify all existing construction material types dimensions, elevations and conditions.

C. The Contractor shall verify and coordinate the dimensions among all drawings and in the field prior to proceeding with any work or fabrication, any discrepancy shall be immediately reported to the Architect/Engineer.

D.It is the Contractor's responsibility to carefully study and coordinate the construction requirements shown on both the Architectural and the Structural Drawings. When conflicts or discrepancies are found between these plan sets and/or within these drawings, the Contractor shall report them immediately to the project Architect/Engineer for direction and/or clarification.

E. Any construction work done by the Contractor before obtaining such clarification from the Project Architect/Engineer shall be at the Contractor's own risk and cost. Furthermore; any work required to correct, replace and/or restore the work as directed by the Architect/Engineer shall be at the Contractor's own risk and cost.

3. CODES.

A.International Building Code, IBC Current Edition.

B. Oregon Structural Specialty Code - OSSC Current Edition.

C. Minimum Design Loads for Buildings and Other Structures, ASCE 7; current edition.

D. American Concrete Institute, ACI 318, Building Code Requirements for Structural Concrete; current edition.

E. American Concrete Institute, ACI 530, Building Code Requirements and Specifications for Masonry

Structures; current edition.

F. American Concrete Institute, ACI 301, Specifications for Structural Concrete.

G.American Institute of Steel Construction, AISC 13th Edition, Steel Construction Manual.

H. American Welding Society, AWS D1.1 current edition, Structural Welding Code.

I. National Design Specifications, NDS For Wood Construction; current edition.

4. DESIGN CRITERIA.

A.OCCUPANCY OR USE; IBC/OSSC Table 1607.1:

B. LIVE LOADS:

a. Minimum Roof Snow Load: 25 psf (snow)

b. Ground Snow Load, Pg: 11 psf

c. Unbalanced Snow per ASCE-7, Chapter 7

C. DEAD LOADS

a. ROOF DEAD LOAD: 20psf

D. WIND:

a. Basic Wind Speed: 120 mph (LRFD)

b. RISK CATEGORY: III

c. WIND SITE EXPOSURE: C

d. INTERNAL PRESSURE COEFFICIENT: 0.18

e. COMPONENT AND CLADDING DESIGN PRESSURES: WIND PRESSURE = 45psf

E. SEISMIC:

a. BASIC FORCE RESISTING SYSTEM: WOOD SHEAR WALLS

b. DESIGN BASE SHEAR: 63.03 KIPS

c. Earthquake Spectral Response Acceleration:

d. Importance factor, Ie: 1.25

e. Short Period, Ss: 73.0%

f. 1-Second, S1: 33.0%

g. SDS: .66

h. SD1: .96

i. SEISMIC RESPONSE COEFFICIENT: Cs = 0.127

j. RESPONSE MODIFICATION FACTOR: R = 6.5

k. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORE

l. Soil Class: D

m. Seismic Use Group: III

n. Seismic Design Category: D

F. MECHANICAL:

i. Refer to framing plans and mechanical equipment loads.

ITEM

CONTINUOUS PERIODIC

FREQUENCY

SPECIAL NOTES

*** ALL SPECIAL INSPECTIONS SHALL BE PERFORMED BY ICBO CERTIFIED INSPECTORS.

1. Special inspections per IBC Chapter 17 are required for the following items listed below.

2. Special inspection will be provided by a certified or qualified inspector and associated testing will be performed by an approved/accredited agency. Inspectors shall be International Code Council (ICC) certified or otherwise approved by the building official.

3. The special inspector shall observe the indicated work for compliance with the approved contract documents and submit records of inspection. All discrepancies will be brought to the immediate attention of the contractor for correction.

4. Special inspection and associated testing reports will be submitted to the architect, engineer, contractor, building official, and owner within one week of inspection or within one week of test completion.

5. At the conclusion of construction, a final report documenting required special inspections and correction of previously noted discrepancies will be submitted to the parties identified in item "4" above.

6. Foundation and site preparation, including structural fills, shall be observed by the Geotechnical Engineer in accordance with the geotechnical investigation for this project.

1. SUBMITTALS.

A.Submit electronically product and material design information to the Architect/Engineer for review for the following items:

a. NONE

2.DEFERRED SUBMITTALS.

A. The following items to be designed by others are considered “Deferred Submittals”. Upon review by the Engineer of all design documentation and shop drawings, Contractor must transmit to the local building official, for their review and approval, prior to fabrication and erection. Deferred submittals shall be accompanied by design drawings, shop drawings and structural calculations, stamped and signed by a Professional Engineer currently registered in the State of Oregon.

a. NONE.

1. Submit required shop drawings to the Architect/Engineer for review prior to fabrication of the following items:

A. NONE

1. All footings to be placed on firm undisturbed, inorganic material. Proof roll sub-grade prior to placing concrete where the material has been disturbed by the excavating equipment.

2. All piers and footings outside or at the perimeter of the structure, or in other unheated areas shall be set to a depth of at least 12-in. below finish grade, unless otherwise noted on the plans.

3. All foundations and retaining walls below finish grade shall receive an approved damp-proof coating.

Foundation walls below maximum anticipated ground water levels shall receive an approved water-proof coating; extend water-proofing to a minimum of 1'-0” above the maximum anticipated ground water level.

4. Allowable bearing pressure for all footings Qa = 1,500 psf

5. Local areas of soft and/or unacceptable material encountered at bottom of footing elevations indicated on the plans must be over-excavated and brought up to design grade with compacted structural fill or lean concrete fill.

6. All structural fill and/or backfill shall be granular, free draining, material; Unified Soils Classification GW, GP, GM or SW; maximum aggregate size of 3-in. and no more than 7% passing a number 200 sieve. Material shall be placed in lifts no greater than 6-in. in depth and compacted to 95% of maximum density as determined per ASTM D1557.

7.Design for the mitigation of subsurface water flow and/or perched water tables shall be the responsibility of others.

8. The Engineer shall be notified in writing if any ground water, clay type soils, debris or unconsolidated materials are encountered during excavations for foundations.

9. GEOTECHNICAL REPORT - NOT AVAILABLE

1. LUMBER: Grading shall be to the Standard Grading Rules of the WWPA. Typical structural lumber shall be Number 2 Douglas-Fir/Larch or better. Members noted as wood beams, posts or columns shall be Number 1 Douglas-Fir/Larch or better. Studs for interior non-bearing walls may be stud grade lumber. Lumber to be left exposed, without other finish and lumber in contact with concrete shall be pressure treated.

2. TREATED LUMBER: Lumber, including wood sheathing, to be left exposed without other finish, located within 8” of finish grade, or in contact with concrete shall be pressure treated material.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 3, 2024.