Attachment C Plans and Drawings Part B Revised 2-6-2025 - Addendum 3.pdf

STRUCTURAL NOTES

OPRD - FORT STEVENS STATE PARK, 8 STALL RESTROOM - VLMK JOB #20240218

DIVISION 1 - GENERAL

A. GENERAL

1. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF:

A. OREGON PARKS AND RECREATION DEPARTMENT, FORT STEVENS STATE PARK.

B. FORT STEVENS STATE PARK, 100 PETER IREDALE ROAD, HAMMOND, OR 97121.

C. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR

FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS.

2. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER

THE GENERAL NOTES TO THE EXTENT SHOWN.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD.

COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH

ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY ENGINEER OF ANY

DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED.

4. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL

TEMPORARY BRACING, SHORING, ANCHORS, ETC., INCLUDING, BUT NOT LIMITED TO, WALL AND ROOF BRACING, LIFTING AND HANDLING INSERTS AND DEVICES, TRENCH SHORING, FORMS, ETC.

5. CONTRACTOR SHALL CONSIDER CONSTRUCTION LOADS WHENEVER SUCH LOADS ARE IN EXCESS OF NORMAL DESIGN LOADS. PARTICULAR ATTENTION SHOULD BE GIVEN TO CRANES, FORKLIFTS, WORKMAN, WHEEL LOADS, STORAGE OF MATERIALS, ETC. CONTRACTOR SHALL BE SOLELY

RESPONSIBLE FOR ALL SHORING, BRACING, CRIBBING, ETC. REQUIRED TO SUPPORT

CONSTRUCTION LOADS.

6. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY ENGINEER.

7. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI, ASCE OR OTHER STANDARDS, THE LATEST

ISSUE SHALL APPLY.

8. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH:

A. 2022 OREGON STRUCTURAL SPECIALTY CODE. (BASED ON THE 2021 INTERNATIONAL BUILDING

CODE)

B. ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY.

9. DESIGN CRITERIA:

a. ROOF LIVE LOADS (PER IBC 1603.1.2)

MINIMUM 20 PSF

b. ROOF SNOW LOAD (PER IBC 1603.1.3)

FLAT-ROOF SNOW LOAD (Pf) 25 PSF SNOW DRIFT SURCHARGE AND WIDTH (Pd, W) SEE DWGS SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) 1.0 THERMAL FACTOR (Ct) 1.2

c. LIVE LOAD (PER IBC 1607.1)

UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF

d. WIND LOAD (PER IBC 1603.1.4) ULTIMATE DESIGN WIND SPEED (Vult) 120 MPH NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH

RISK CATEGORY II

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT (GCpi) ±0.18

e. EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5) SEISMIC IMPORTANCE FACTOR (Ie) 1.0

RISK CATEGORY II

MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 1.36 S1 = 0.71

SITE CLASS D

DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds = 0.91 Sd1 = 0.80

SEISMIC DESIGN CATEGORY D

BASIC SEISMIC-FORCE-RESISTING SYSTEM SPECIAL REINFORCED MASONRY

SHEAR WALLS

ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE

10. MECHANICAL EQUIPMENT, MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN

DIAMETER OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50

POUNDS SHALL BE HUNG BY A SYSTEM APPROVED BY ENGINEER. ANY HANGER OR SUPPORT

PRODUCING A LOAD OVER 200 POUNDS SHALL HAVE ADDITIONAL FRAMING INSTALLED TO

TRANSFER THESE LOADS TO THE MAIN STRUCTURAL BEAMS OR WALL UNLESS OTHERWISE

APPROVED.

11. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT,

SPRINKLER PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE

CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7. STRUCTURAL CALCULATIONS AND

DETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO ENGINEER FOR REVIEW.

12. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT.

ENGINEER WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM

OF THREE HARD COPIES OF SUBMITTALS. THE CONTRACTOR WILL BE RESPONSIBLE FOR

DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED

AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS. ALL SUBMITTALS SHALL BE

REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER.

UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING:

a. CONCRETE MIX DESIGNS.

b. ALL REINFORCING STEEL.

c. STRUCTURAL MASONRY MATERIALS.

DIVISION 2 - SITE WORK

A. GENERAL

1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE BUILDING OR UNDER

PAVED AREAS.

2. FILL MATERIAL TO CONSIST OF A GRANULAR MATERIAL OR CONDITIONED SITE MATERIAL. PLACE FILL IN LIFTS NOT TO EXCEED 8 INCHES AND COMPACT TO 95% STANDARD ASTM D-1557 UNDER

FOOTINGS, UNDER PAVED AREAS AND UNDER FLOOR SLABS.

3. BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 6 INCH LAYER OF COMPACTED CRUSHED ROCK

WITH LESS THAN 5% PASSING THE #200 SIEVE.

4. *NOTE DELETED*

5. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON FIRM, UNDISTURBED SOIL

OR APPROVED COMPACTED FILL. NOTIFY ENGINEER BEFORE PROCEEDING IF ANY UNUSUAL

CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS.

6. DO NOT EXCAVATE CLOSER THAN 2:1 SLOPE BELOW FOOTING EXCAVATIONS.

7. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL.

8. EXCAVATIONS MAY BE MADE UNDER CONTINUOUS FOOTINGS FOR PIPES. BACKFILL TO BE

APPROVED BY GEOTECHNICAL ENGINEER.

B. REINFORCING

1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED.

2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES - ACI STANDARD 315.

DIVISION 4 - MASONRY

A. CONCRETE MASONRY

1. DESIGN f'm = 2000 PSI AT 28 DAYS.

2. ALL CONCRETE MASONRY UNITS TO BE MEDIUM WEIGHT UNITS PER ASTM C90.

3. NET AREA COMPRESSIVE STRENGTH (NACS) OF THE CONCRETE MASONRY UNITS SHALL

COMPLY WITH TMS 602. SEE UNIT STRENGTH METHOD TABLE BELOW.

4. MORTAR TO BE TYPE S (1800 PSI) USING THE 'PROPERTY METHOD' PER ASTM C270.

5. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN f'm BUT NOT LESS

THAN 2000 PSI. SEE UNIT STRENGTH METHOD TABLE BELOW.

6. ALL GROUT MIX DESIGNS TO UTILIZE A FLUIDIFIER ADMIXTURE, INTRUSION AID BY SPECRETE-IP

OR APPROVED EQUAL. DOSAGE TO BE PER MANUFACTURERS RECOMMENDATION.

7. COMPLIANCE WITH f'm SHALL UTILIZE EITHER THE "UNIT STRENGTH METHOD" OR THE "PRISM

TESTING METHOD" FROM TMS 602.

8. FOR THE UNIT STRENGTH METHOD:

DESIGN f'm NACS GROUT STRENGTH

2000 PSI 2000 PSI 2500 PSI

9. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE INTERNATIONAL

BUILDING CODE.

10. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS

FOLLOWS (UNLESS OTHERWISE NOTED IN DRAWINGS):

a. VERTICAL: SEE FOUNDATION NOTES ON SHEET S1.0.

b. HORIZONTAL: SEE FOUNDATION NOTES ON SHEET S1.0.

c. LINTELS: (EXTEND LINTEL BARS PAST OPENING 32 INCHES MINIMUM)

LESS THAN 4 FEET WIDE: (2) #4 IN BOTTOM OF 8 INCH DEEP LINTEL.

d. CORNERS AND INTERSECTIONS: (1) #4 CORNER BAR x 24 INCHES x 24 INCHES AT EACH

BOND BEAM FOR 8 INCH WALLS.

e. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. WHERE

NOT MORE THAN (1) BAR IS REQUIRED IN EACH CELL, A 52 BAR DIAMETER LAP MAY BE USED.

f. HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS.

11. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT

CONTAINS REINFORCING.

12. SEE DRAWINGS FOR ADDITIONAL REINFORCING.

13. FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0", PROVIDE BAR POSITIONERS FOR ALL VERTICAL

WALL REINFORCING.

14. SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR

ADDITIONAL INFORMATION.

DIVISION 3 - CONCRETE AND REINFORCING

A. CONCRETE MIX/MATERIAL

1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED

CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD

DEVIATION AS SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL

CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE.

2. MINIMUM MIX REQUIREMENTS:

LOCATION MIN. COMP. SLUMP MIN. CEMENT ADMIXTURES

STRENGTH (a) CONTENT

FOOTINGS AND STEMWALLS 3,000 PSI 0"-5" 470 LB NONE

INTERIOR SLAB ON GRADE 3,000 PSI 2"-4" 517 LB (b), (e) EXTERIOR SLAB ON GRADE 3,000 PSI 2"-4" 470 LB (b), (c) MISCELLANEOUS 3,000 PSI 0"-5" 470 LB (b)

(a) - SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT

EXCEPT BY WRITTEN APPROVAL FROM ENGINEER.

(b) - WRA = WATER REDUCING AGENT.

(c) - AE = AIR ENTRAINMENT.

(d) - UP TO 1 1/2 PERCENT CALCIUM CHLORIDE ALLOWED DURING COLD WEATHER.

(e) - POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT.

3. USE TYPE I CEMENT, PER ASTM C-150 UNLESS OTHERWISE APPROVED.

4. AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED.

5. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED 900 OR DARACEM 55 (MINIMUM 6 OZ. PER

100 POUNDS CEMENT). COMPLY WITH ASTM C-494.

6. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE

SPECIFIED AND/OR APPROVED BY ENGINEER.

7. ACCELERATORS: POZZUTEC 20+ NON-CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN

THE COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.), CALCIUM CHLORIDE IN THE

INTERIOR SLABS ON GRADE. QUANTITY (DOSAGE) TO BE DETERMINED BY CONTRACTOR AND

APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS.

8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS.

9. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0" ON CENTER EACH WAY

MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS.

10. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL

CONCRETE UNLESS EFFECTIVELY COATED.

DIVISION 5 - METAL (CONTINUED)

C. POST-INSTALLED ANCHOR BOLTS:

1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS, POST-INSTALLED

ANCHORS MAY USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE

MATERIAL. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE

ENGINEER.

2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS AND PRODUCT EVALUATION

REPORTS.

3. EMBEDMENT SPECIFIED ON DRAWINGS FOR ADHESIVE ANCHORS ARE ‘EFFECTIVE’ EMBEDMENT.

‘NOMINAL’ EMBEDMENT IS SPECIFIED FOR EXPANSION AND SCREW ANCHORS, UNLESS

OTHERWISE NOTED. REFERENCE MANUFACTURER LITERATURE FOR MEASURING TOTAL

EMBEDMENT AND HOLE DEPTH REQUIREMENTS.

4. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY

PRODUCT. CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS.

5. ALL EXPANSION AND SCREW ANCHORS SPECIFIED AT EXTERIOR LOCATIONS OR EXPOSED TO

THE ELEMENTS SHALL BE THE STAINLESS STEEL VERSION PER EACH APPROVED

MANUFACTURER. EPOXY ANCHORS SPECIFIED AT EXTERIOR LOCATIONS OR EXPOSED TO THE

ELEMENTS SHALL USE STAINLESS STEEL OR HOT DIPPED GALVANIZED THREADED ROD.

6. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED

OTHERWISE IN DRAWINGS. SEE SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM AND

NOTES.

7. NO STEEL REINFORCEMENT SHALL BE CUT TO INSTALL ANCHORS WITHOUT THE PRIOR WRITTEN

APPROVAL OF THE ENGINEER.

8. ADHESIVE ANCHORS:

BASE MATERIAL PRODUCT REPORT#

CONCRETE SIMPSON SET-3G EPOXY ADHESIVE ANCHOR ICC ESR-4057

CONCRETE SIMPSON AT-3G ADHESIVE ANCHOR ICC ESR-5026

CONCRETE HILTI HIT-HY 200 V3 ADHESIVE ANCHOR ICC ESR-4868

MASONRY SIMPSON SET-3G EPOXY ADHESIVE ANCHOR ICC ESR-4844

MASONRY SIMPSON ET-3G ADHESIVE ANCHOR ICC ESR-5309

MASONRY HILTI HIT-HY 270 ADHESIVE ANCHOR ICC ESR-4143

9. EXPANSION ANCHORS:

BASE MATERIAL PRODUCT REPORT#

CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR-3037

CONCRETE HILTI KWIK BOLT TZ2 ANCHOR ICC ESR-4266

MASONRY SIMPSON STRONG-BOLT 2 WEDGE ANCHOR IAPMO ES-240

MASONRY HILTI KWIK BOLT TZ2 ANCHOR ICC ESR-4561

10. SCREW ANCHORS:

BASE MATERIAL PRODUCT REPORT#

CONCRETE SIMPSON TITEN HD SCREW ANCHOR ICC ESR-2713

CONCRETE HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3027

MASONRY SIMPSON TITEN HD SCREW ANCHOR ICC ESR-1056

MASONRY HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3056

2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL-MOUNTED ITEMS

INCLUDING CABINETS, DOORSTOPS, ETC.

3. CONNECTORS:

a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC., TO BE SIMPSON AS DETAILED, OR AS APPROVED.

b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN.

c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH 'U' TYPE

HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS.

d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE

NOTED. ALL NAILING SHALL COMPLY WITH IBC FASTENING SCHEDULE PER CHAPTER 23.

OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS.

e. NAILS AT ROOF, FLOOR, AND WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR

CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED,

IMMEDIATELY BEFORE ROOFING.

f. BOLTS - SEE DIVISION 5, METAL.

g. CORROSION PROTECTION:

1. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH

SPECIFIC RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER

MANUFACTURER (USE MOST CONSERVATIVE) FOR SPECIFIC WOOD TREATMENTS USED.

2. MINIMUM CORROSION PROTECTION ON METAL CONNECTORS EXPOSED TO THE

ENVIRONMENT OR PRESSURE TREATED LUMBER TO BE PER ASTM A653 CLASS 185

(SIMPSON ZMAX) OR ASTM A123.

3. FASTENERS FOR PRESSURE TREATED LUMBER MUST BE MINIMUM HOT-DIP GALVANIZED,

STAINLESS STEEL, SILICON BRONZE OR COPPER.

4. HOT-DIP GALVANIZED HARDWARE AND FASTENERS MUST COMPLY WITH ASTM A153,

STAINLESS STEEL FASTENERS TO BE TYPE 304 OR TYPE 316.

5. HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE (E.G. HOT-DIP

GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS, STAINLESS STEEL NAILS WITH

STAINLESS STEEL HANGERS).

4. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE

STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER.

5. CUTTING AND NOTCHING OF JOISTS/RAFTERS NOT ALLOWED. A 1 INCH DIAMETER HOLE MAY BE

DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY

ENGINEER.

6. STUDS MAY BE NOTCHED IN THE LOWER 1/5 OF THE HEIGHT OF THE STUD FOR ELECTRIC AND PLUMBING PIPES, BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE WIDTH OF THE STUD. HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAY BE DRILLED IN THE STUD.

DIVISION 6 - WOOD

A. ROUGH CARPENTRY

1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS:

JOISTS, BEAMS & STRINGERS: DOUGLAS FIR #2

6 INCH NOMINAL AND GREATER: DOUGLAS FIR #1

BUCKS, BLOCKING, BRIDGING AND MISCELLANEOUS: DOUGLAS FIR OR HEM FIR #3

2x STUDS: DOUGLAS FIR #2

SILLS, LEDGERS, STRIPPING, ETC. IN CONTACT PRESSURE TREATED HEM FIR #2

WITH CONCRETE, AND WOOD CURBS:

PLATES AND HEADERS: KILN DRIED DOUGLAS FIR #2

POSTS, COLUMNS (SAWN): DOUGLAS FIR #1

ROOF, FLOOR AND WALL SHEATHING:

APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD PS

1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING

AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION

PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE NOTED. USE SPACERS TO PROVIDE 1/8

INCH END AND EDGE JOINTS WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. FILL ANY

JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE APPROVED BY ENGINEER. INSTALL 2x4

OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL SHEATHING. BLOCK ROOF AND

FLOOR SHEATHING WHERE NOTED ON DRAWINGS.

DIVISION 5 - METAL

A. GENERAL

1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH

THE LATEST EDITION OF AISC STANDARDS.

B. MATERIALS

1. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. WHERE NOTED TO USE STAINLESS

STEEL USE TYPE 304 OR TYPE 316. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT

HEADS AND NUTS IN CONTACT WITH WOOD.

2. LAG BOLTS IN WOOD TO BE SAE J429 GRADE 1 WITH MINIMUM DIMENSIONS MEETING ANSI/ASME B.18.2.1.

3. ALL STEEL ANGLES TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED.

4. UNISTRUT FRAMING TO BE 12 GAUGE AND CONFORM TO ASTM 1653 UNLESS OTHERWISE NOTED.

5. UNISTRUT NUTS AND BOLTS TO BE 1/2" DIA AND CONFORM TO ASTM A576 GRADE 1015 MODIFIED

AND A1011 SS GRADE 45.

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EXP. 12/31/2025

Justin Elliott

CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM

SOILS AND FOUNDATION SUBGRADE:

GRADING AND SUBGRADE COMPACTION

FOOTING EXCAVATION AND COMPACTION

CONCRETE:

VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS

FOOTING FORMWORK AND REINFORCING PLACEMENT

PLACING OF REINFORCING FOR SLAB-ON-GRADE

POST-INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN

CONCRETE, PLACED HORIZONTALLY OR UPWARDLY INCLINED

POST-INSTALLED ADHESIVE ANCHORS, RODS AND DOWELS IN

CONCRETE, PLACED DOWNWARDLY INCLINED

POST-INSTALLED EXPANSION/WEDGE ANCHORS IN CONCRETE

POST-INSTALLED SCREW ANCHORS IN CONCRETE

STRUCTURAL WELDING AND HIGH STRENGTH BOLTING:

MATERIAL VERIFICATION OF STRUCTURAL STEEL,

DECKING, HIGH STRENGTH BOLTS, NUTS AND WASHERS,

ANCHOR RODS, AND WELD FILLER MATERIALS

STRUCTURAL MASONRY:

VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING

COMPLIANCE OF (fm) PRIOR TO CONSTRUCTION

PRISM PREPARATION AND TEST SPECIMENS

PREPARATIONS OF SITE-PREPARED MORTAR

AND MORTAR JOINT CONSTRUCTION

PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS

PLACEMENT OF REINFORCING STEEL

GROUTING PROCESS AND GROUT SPACE PRIOR

TO/AND DURING GROUTING OPERATIONS

INSTALLATION AND GROUT PLACEMENT FOR CAST

ANCHOR BOLTS AND EMBED PLATES

POST-INSTALLED ADHESIVE ANCHORS, RODS AND

DOWELS IN MASONRY

POST-INSTALLED EXPANSION/WEDGE ANCHORS IN MASONRY

POST-INSTALLED SCREW ANCHORS IN MASONRY

WOOD:

ROOF-DIAPHRAGM SHEATHING AND NAIL SPACING

ARCHITECTURAL:

CEILING CLIPS

STRUCTURAL OBSERVATION

WOOD FRAMING PRIOR TO COVER

AT COMPLETION OF ROOF DIAPHRAGM NAILING

(INCLUDING WALL ANCHORAGE CONNECTIONS)

STRUCTURAL OBSERVATION NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN ADVANCED OF REQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION.

2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY

REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED.

COMMENTS

REF. PROJECT SPECIFICATIONS

DURATION INSPECTION AGENCY

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TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

TESTING LAB

ENGINEER

ENGINEER

PER ICC EVALUATION REPORT

SEE NOTE 4, ITEM B

PER ICC EVALUATION REPORT

SEE NOTE 4, ITEM B

PER ICC EVALUATION REPORT

SEE NOTE 4, ITEM B

PER ICC EVALUATION REPORT

SEE NOTE 4, ITEM B

UNIT STRENGTH OR PRISM

TEST METHOD

SEE NOTE 4, ITEM C

PER ICC EVALUATION REPORT

SEE NOTE 4, ITEM B

PER ICC EVALUATION REPORT

SEE NOTE 4, ITEM B

PER ICC EVALUATION REPORT

SEE NOTE 4, ITEM B

SEE NOTE 4, ITEM C

1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED.

C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK

REQUIRING SPECIAL INSPECTION.

P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM

THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND

SPECIFICATIONS.

2. THE INSPECTION AGENCIES ARE AS FOLLOWS:

TESTING LAB: TO BE DETERMINED

TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE PROJECT

MANAGER, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER IBC SECTION 1704.2.

3. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO:

A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH

INSPECTION.

B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED

AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL.

C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB

SITE.

D. MAINTAIN AT THE JOB SITE, COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR.

4. IN ADDITION TO THE INSPECTION AND TESTING REQUIREMENTS INDICATED IN THE IBC, THE FOLLOWING SHALL ALSO APPLY:

A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS:

1. CONTINUOUS OBSERVATION OF SLAB ON GRADE CONCRETE PLACEMENT IS REQUIRED.

2. OBTAIN (4) TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS THAN 100 CUBIC

YARDS ARE PLACED). BREAK (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD (2) CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR 56 DAY BREAK. BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH (2) CYLINDERS AT 28 DAYS

3. VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHOULD BE

CHECKED FOR ALL TRUCKS ENTERING THE SITE.

B. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE INSPECTED AS FOLLOWS:

1. PROVIDE 'CONTINUOUS' OR 'PERIODIC' INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE (THIS SHEET).

INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT

AND INSTALLATION INSTRUCTIONS.

2. A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE.

ICC EVALUATION REPORTS ARE AVAILABLE ONLINE AT WWW.ICC-ES.ORG, AND IAPMO EVALUATIONS REPORTS ARE

AVAILABLE AT WWW.IAPMOES.ORG.

3. WHERE PERIODIC INSPECTION IS ALLOWED:

• THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND

PROCEDURES AS REQUIRED BY THE EVALUATION REPORT.

• SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL

ARE PERMITTED TO BE PERIODICALLY INSPECTED.

• A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR

INSTALLATION OR CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED.

• FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR

INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION. IF DISCREPANCIES ARE NOTED, CONTINUOUS INSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS.

4. ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING

• CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION.

• CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL

OVERHEAD ORIENTATION.

• INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE

BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI

318-19, SECTION 26.7. (NOT REQUIRED IN OREGON).

• ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO UTILIZE A

PISTON PLUG OR RETAINING CAP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

C. MASONRY INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS:

1. PREPARE AND TEST MASONRY PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN

ACCORDANCE WITH ASTM C1314 AS FOLLOWS:

• SOLID GROUTED WALLS: (3) GROUTED PRISMS.

• PARTIALLY GROUTED WALLS: (3) GROUTED PRISMS AND (3) UNGROUTED PRISMS.

2. PREPARE AND TEST (3) GROUTED PRISMS FOR EACH 5,000 SQUARE FEET OF WALL DURING CONSTRUCTION IN

ACCORDANCE WITH ASTM C1019.

3. GROUT LIFT HEIGHT SHOULD NOT EXCEED 5'-4" UNLESS THE FOLLOWING CONDITIONS ARE MET.

• CONTRACTOR HAS OBTAINED APPROVAL FROM THE LOCAL BUILDING OFFICIAL.

• COMPLY WITH TMS602 SPECIFICATION FOR MASONRY STRUCTURES, ARTICLE 3.5D.

• PROVIDE INSPECTION OF REBAR PLACEMENT AT EACH BOND BEAM COURSE, AND USE BAR POSITIONERS AT 4'-0"

O.C. MAXIMUM.

• PROVIDE CLEANOUTS AT THE BOTTOM OF EACH VERTICALLY REINFORCED CELL.

• GROUT LIFT HEIGHT SHALL NOT EXCEED 9'-4".

SPECIAL INSPECTION PROGRAM NOTES:

REF. STRUCTURAL NOTES

PLACING OF CONCRETE FOR SLAB-ON-GRADE P TESTING LAB

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OPRIS#: CONTRACT #:

1183838318

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B

C JC JC J C J

C JC JC JC J

C J

C J

C J

C J

C J

C J

C J

C J

SLOPE SLAB TO

DRAIN PER ARCH,

TYPICAL

5" CONCRETE SLAB WITH

#4 AT 24" O.C. EACH WAY,

TYPICAL

1 1

C J

S2.0

TYP

S2.0

S2.0

S2.0

TYP

TYP

TYP

A

S2.0

TYP

M J

M J

M J

M J

M JM J

M JM J

C J

C J

A

42' - 0"

9' - 7"8' - 8"8' - 8"15' - 1"

1 11

1 1 1

A

S2.0

TYP

S2.0

SIM

SLOPE SLAB TO

DRAIN PER ARCH,

TYPICAL

S2.0

TYP

S2.0

TYP

TYP

S2.0

S2.0

TYP

TYP

S2.0

S2.0

TYP

M J

M J

C L

C L

C J

C J

C J

C J

C J

EQEQEQEQ

TYP

S2.0

A

S2.0

TYP

TYP3

S2.0

TYP

S2.0

TYP

S2.0

7' - 0"9' - 10"18' - 8"13' - 6"5' - 0"

C L

WALL & FTG

C L

WALL & FTG

C L

WALL & FTG

W A

L L

F T

G C

L

C L C L

W A

L L

F T

G C

L

6"

TYP

6"6"6" 6"

S2.0

SIM

TYP

TYP

5' - 4"3' - 4"2' - 8"2' - 8"3' - 4"4' - 0"3' - 4"3' - 4"8' - 8"

3' - 4"

2' - 0"

9' - 10"

(2) #4 x 4'-0"

DIAGONAL BAR,

TYPICAL

6" CMU WALL

8" CMU WALL

CONCRETE FOOTING PER SCHEDULE THIS SHEET

FOUNDATION LEGEND:

COLUMN PER SCHEDULE THIS SHEET

X FOOTING PER SCHEDULE THIS SHEET

CONCRETE SLAB CONTROL JOINT PER DETAILC J

S2.0

MASONRY CONTROL JOINT PER DETAILM J 7

S2.0

FOUNDATION NOTES:

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH

ARCHITECTURAL DRAWINGS.

2. CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE

FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12"

BELOW FINISH GRADE AND FINISH FLOOR. BOTTOM OF FOOTING

TO BE A MINIMUM OF 18" (OR AS REQUIRED FOR SITE FROST

DEPTH REQUIREMENTS) BELOW FINISH GRADE.

3. PROVIDE AN UNDER SLAB VAPOR BARRIER PER SPECIFICATIONS.

USE CURING BLANKETS FOR SLABS PLACED OVER VAPOR

BARRIERS. DO NOT WET CURE.

4. EXTERIOR CMU WALLS TO BE 8" SOLID GROUTED. TYPICAL

REINFORCING TO BE AS FOLLOWS, UNLESS OTHERWISE NOTED:

VERTICAL: (1) #5 AT 32" O.C. CENTERED, PLUS (2) #5

FULL HEIGHT EACH SIDE OF OPENINGS AND

MASONRY JOINTS.

HORIZONTAL: (2) #4 x CONTINUOUS AT 48" O.C. FOR

RUNNING BOND, OR 24" O.C. STACK BOND.

LOCATE FIRST BOND BEAM AT GROUND

FLOOR LEVEL.

5. INTERIOR CMU WALLS TO BE 6" SOLID GROUTED. TYPICAL

REINFORCING TO BE AS FOLLOWS, UNLESS OTHERWISE NOTED:

VERTICAL: (1) #5 AT 32" O.C. CENTERED.

HORIZONTAL: (1) #4 x CONTINUOUS AT 48" O.C. FOR

RUNNING BOND, OR 24" O.C. STACK BOND.

LOCATED FIRST BOND BEAM AT GROUND

FLOOR LEVEL.

6. REFERENCE STRUCTURAL NOTES AND DETAILS ON SHEET S2.0

FOR ADDITIONAL REINFORCING REQUIREMENTS AND PLACEMENT.

SPECIAL INSPECTION IS REQUIRED FOR ALL CMU.

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OPRIS#: CONTRACT #:

1183838318

S1.0

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S1.0 1/4" = 1'-0"

A FOUNDATION PLAN

COLUMN AND FOOTING SCHEDULE

MK COLUMN/WALL FOOTING SIZE REINFORCING NOTES

1 6x6 WOOD COLUMN 2'-6" x 2'-6" x 12" DEEP (4) #4 EACH WAY AT BOTTOM SEE DETAIL 3/S2.0

2 CMU WALL 8" 2'-0" WIDE x 12" DEEP x CONT (3) #5 AT TOP AND BOTTOM SEE DETAIL 4/S2.0

3 CMU WALL 6" 1'-6" WIDE x 12" DEEP x CONT (2) #5 AT BOTTOM SEE DETAIL 4/S2.0

2x6 AT 24" O.C.

S2.1

S2.1

TYP

TYP

S2.1

TYP

S2.1

TYP

A

42' - 0"

2x6 AT 24" O.C. 2x6 AT 24" O.C.2x6 AT 24" O.C. 2x6 AT 24" O.C.

2x6 AT 24" O.C. 2x6 AT 24" O.C. 2x6 AT 24" O.C.

B

S2.0

ABOVE

B

S2.0

ABOVE

S2.1

TYP

TYP

S2.1

S2.1

TYP

S2.1

TYP

NEW ERV UNIT PER

MECHANICAL DRAWINGS,

MAX WEIGHT = 504 LBS

S1.1

LEDGER PER DETAIL

CEILING FRAMING LEGEND:

COLUMN PER FOUNDATION PLAN

S2.1

6" CMU WALL PER FOUNDATION PLAN

8" CMU WALL PER FOUNDATION PLAN 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS

WITH ARCHITECTURAL DRAWINGS.

2. CEILING DESIGN CRITERIA:

DEAD LOAD = 10 PSF

LIVE LOAD = 10 PSF

DEFLECTION = SMALLER OF LL/360, TL/240

3. ATTIC SPACE ABOVE CEILINGS IS TO BE USED FOR

MAINTENANCE ACCESS ONLY. DO NOT USE ATTICE SPACE

FOR STORAGE.

4. CEILING SHEATHING TO BE APA RATED EXPOSURE 1

SHEATHING WITH MINIMUM SPAN RATING OF 32/16 AND A

MINIMUM THICKNESS OF 15/32". ORIENT STRONG AXIS OF

SHEATHING PERPENDICULAR TO SUPPORT FRAMING.

5. CEILING NAILING TO BE 10d COMMON OR GALVANIZED BOX

NAILS. NAIL AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND

AT 12" O.C. AT INTERMEDIATE SUPPORTS. BLOCKING IS NOT

REQUIRED.

CEILING FRAMING NOTES:

JOIST PER PLAN

CMU WALL PER PLAN

L5x5x5/16 x CONTINUOUS LEDGER, LENGTH TO

EXTEND 2" CLEAR PAST EACH END OF UNIT OR

ANY ATTACHMENTS / PROTRUSIONS, ATTACH

TO WALL WITH 1/2" DIA x 4" LONG SIMPSON

'TITEN HD' CONCRETE SCREW ANCHORS AT

48" O.C. MAX, (3) ANCHORS MINIMUM

MECHANICAL UNIT PER PLAN

3/8" DIA THREADED

ROD EACH SIDE OF

UNIT

MOUNTING RAIL

UNISTRUT 'P1000T' WITH 3/8"

DIA BOLT AT EACH MOUNTING

RAIL, MAX LENGTH = 5' - 0"

SIMPSON 'SCS62-5/118' CLIP, TYPICAL EACH

SIDE, TOP AND BOTTOM OF UNIT, ATTACH TO

UNIT WITH (2) #14 SHOULDERED SCREWS

CENTERED IN SLOT, ATTACH TO CMU WALL

WITH (1) 1/2" DIA x 4" LONG SIMPSON 'TITEN HD'

CONCRETE SCREW ANCHOR

6x8 BLOCKING WITH (2) 1/4" DIA x 8" LONG

SIMPSON 'SDS' SCREWS TO JOIST, RIP AS REQUIRED

UNISTRUT 'P1000T'

UNISTRUT 'P1063' WASHER

AND NUT, TYPICAL TOP AND

BOTTOM OF THREADED ROD

3"

/2

L3x3x3/16 x 0'-6" LONG WITH (2) 1/2" DIA x 3" LONG

LAG SCREWS

/2

T Y

P

1 1/2"

TYP

3" MINIMUM

TYPICAL

CEILING

SHEATHING

COUNTER-SINK FASTENERS FOR

MINIMUM FULL THREAD

PENETRATION TO JOISTS, TYPICAL

A

1 1/2"

VIBRATION ISOLATION

SPRING PER MECH.

DRAWINGS, TYPICAL

2" CLR 1 1/2"

/2

M A

X

T Y

P

1 1/2"

/2

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OPRIS#: CONTRACT #:

1183838318

S1.1

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S

S1.1 1/4" = 1'-0"

A CEILING FRAMING PLAN

S1.1 1" = 1'-0"

1 SUSPENDED EQUIPMENT ANCHORAGE DETAIL

6x12

6x12

6x126x12

6x12

6x12

2x10 AT 24" O.C.

S2.1

S2.1

S2.1

S2.1

S2.1

E Q

E Q

TYP

TYP

TYP

TYP

2x12

A

42' - 0"

S2.1

TYP

TYP

S2.1

TYP

6x126x126x126x126x12 x x x x x

6x12 6x12 6x126x126x12 x x x x x

E Q

E Q

(ABOVE)

(ABOVE)

(ABOVE)

(ABOVE)

(ABOVE)

(ABOVE)

2x10 AT 24" O.C.

2'-0"x2'-0" ATTIC ACCESS HATCH IN WALL BELOW, SEE ARCHITECTURAL DRAWINGS FOR LOCATION

(FRAMING NOTE #5)

6' - 0"

(FRAMING NOTE #5)

6' - 0" x

(A B

O V

E x

(A B

O V

E x

(A B

O V

E x

(A B

O V

E x

(A B

O V

E x

(A B

O V

E x

(A B

O V

E x

(A B

O V

E

B

S2.0

BELOW, TYP

HATCHED AREA INDICATES EXTENT OF

INCREASED DIAPHRAGM NAILING , SEE

ROOF FRAMING NOTES, TYPICAL

E Q

E Q

E Q

E Q

S2.1

_____TYP

RIDGE BOARD

MECHANICAL UNIT BELOW

S1.1

BELOW

1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS

WITH ARCHITECTURAL DRAWINGS.

2. ROOF DESIGN CRITERIA:

DEAD LOAD = 15 PSF

SNOW LOAD = 75 PSF

DEFLECTION = SMALLER OF LL/240, TL/180

3. ROOF SHEATHING TO BE APA RATED EXPOSURE I SHEATHING

WITH MINIMUM SPAN RATING OF 40/20 AND A MINIMIM THICKNESS

OF 19/32". ORIENT STRONG AXIS OF SHEATHING

PERPENDICULAR TO SUPPORT FRAMING AND STAGGER SHEETS.

4. ROOF NAILING TO BE 10d COMMON OR GALVANIZED BOX NAILS.

NAIL AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12"

O.C. AT INTERMEDIATE SUPPORTS. BLOCKING IS NOT

REQUIRED, U.O.N. (2) ROWS OF NAILS AT 6" O.C. AT TOP PLATE

ALONG GRIDLINES 1 AND 3.

5. INDICATES ROOF NAILS AT 4" O.C. AT ALL PANEL

EDGES, ALL EDGES TO BE SUPPORTED, USE FLAT 2x BLOCKING

AS NECESSARY. (2) ROWS OF NAILS AT TOP PLATE ALONG

GRIDLINES A AND B USING SPECIFIED EDGE NAIL SPACING FOR

EACH ROW. FOR AREA WITH INCREASED NAIL SPACING SEE

ALSO DETAIL .

6. ALL SOLID SAWN HEADERS, PLATES (OTHER THAN P.T.) AND

HORIZONTAL MEMBERS TO BE KILN DRIED (K.D.) LUMBER.

ROOF FRAMING NOTES:

S2.1

STRUCTURAL BEARING WALL BELOW

ROOF FRAMING LEGEND:

COLUMN PER FOUNDATION PLAN

6x6 KING POST

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SHEET:

OPRIS#: CONTRACT #:

1183838318

S1.2

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S

S1.2 1/4" = 1'-0"

A ROOF FRAMING PLAN

8"

3" CLEAR

M

IN

A S

O C

C U

R S

#5 x CONTINUOUS TOP

AND BOTTOM

CONCRETE SLAB AND REINFORCING

PER PLAN, TURN DOWN EDGE AS

SHOWN

TYP

WET SAWN CONTROL JOINT

/4 d C

L R

T Y

P

IC

A L d

STOP REINFORCING 0'-3"

CLEAR OF JOINT

JOINT

BACKER ROD, PLACE IMMEDIATELY

AFTER SAW CUT (SAME DAY)

SAWN JOINT, DEPTH TO BE 1/5 SLAB DEPTH,

SAWING TO OCCUR AS EARLY AS POSSIBLE

WITHOUT SPALLING CONCRETE. DO NOT

WAIT UNTIL THE FOLLOWING DAY. USE

"SOFFCUT" SAW OR APPROVED EQUAL.

NOTE:

SEE FOUNDATION PLAN FOR LOCATIONS

OF MASONRY CONTROL JOINTS

/4

C

L R

T Y

P

STOP HORIZONTAL REINFORCING

EACH SIDE OF JOINT EXCEPT BOND

BEAM AT ROOF AND BOTTOM OF

LINTELS AND WALLS TO BE

CONTINUOUS THRU JOINT

CAULK JOINT WITH BACKER ROD

TYPICAL

PROVIDE (2) VERTICAL BARS

(MATCH TYPICAL VERTICAL

REINFORCING) FULL HEIGHT

EACH SIDE OF JOINT

PREMOLDED RUBBER INSERT

SEE FOUNDATION NOTES

FOR HORZ BARS

OPENING IN WALL, SEE

ARCHITECTURAL

DRAWINGS FOR LOCATIONS

EXTEND LINTEL

REINFORCING 2' - 0"

(2) #4 BARS ABOVE AND

BELOW OPENINGS

(2) #5 BARS EACH

SIDE OF OPENINGS

CMU WALL PER PLAN

PER ARCH

PER ARCH

B.O. OPENING

PER ARCH

T.O. OPENING

PER ARCH

T.O. OPENING

+0'-0"

T.O. SLAB

CONCRETE

SLAB

PER ARCH

EXTEND LINTEL

REINFORCING 2' - 0"

CMU WALL PER PLAN

DOOR OPENINGS PER PLAN

(2) #5 BARS EACH SIDE OF

OPENING, FULL HIEGHT

LINTEL BARS ABOVE OPENING

PER STRUCTURAL NOTES

#5 DOWEL AT 32" O.C.

ALTERNATE BEND

AND LAP 2'-0" WITH

SLAB REINFORCING

C L R

CONCRETE SLAB PER PLAN

RUN #5 x CONT

WALL REINFORCING

THROUGH OPENING

CMU WALL BEYOND

SIDEWALK/GRADE

SEE ARCH

U .O

.N

RADIUS

SEE SCHEDULE FOR

FOOTING SIZE AND

REINFORCING

3" CLR

TYP

T Y

P

SIZE AND SPACING PER FOUNDATION PLAN

TYPICAL VERTICAL WALL

REINFORCING PER PLAN

SEE FOUNDATION NOTES

FOR HORZ BARS

(2) #5 FULL HEIGHT AT OPENINGS

/4

C

L R

T Y

P

DOWEL x 3'-0" TO MATCH

VERTICAL WALL REINFORCING

SIZE AND SPACING, (ONE PER

CELL), ALTERNATE BEND.

COMPACTED AGGREGATE BASE

PER STRUCTURAL NOTES

C L R1

M

IN

IM

U

M

CONCRETE SLAB PER PLAN

#4 DOWEL x 0'-6"

AT 32" O.C., HOOK OVER

REINFORCING, AT SIMILAR CONDITION

ALTERNATE DIRECTION INTO SLAB

EACH SIDE OF WALL

2'-6"

#5 x CONT

CMU WALL PER PLAN

SIDEWALK/GRADE

SEE ARCH

U .O

.N

3" CLR

SEE SCHEDULE FOR

FOOTING SIZE AND

REINFORCING

NOTE: AT SIMILAR CONDITION INTERIOR SLAB IS ON BOTH SIDES OF WALL

CONCRETE SLAB PER PLAN

12"x12" SQUARE CONCRETE PIER WITH

(4) #4 VERTICAL BARS, HOOK INTO

FOOTING, REFERENCE ARCHITECTURAL

DRAWINGS FOR PIER DIMENSIONS

ROUGHEN SURFACE OR

POUR MONOLITHIC

RUN TYPICAL SLAB EDGE

REINFORCING THROUGH FOOTING

SEE FOOTING SCHEDULE

FOR SIZE AND REINFORCING

COLUMN PER PLAN

STAINLESS STEEL SIMPSON

'CBPC66' COLUMN BASE

(3) #3 TIES IN TOP 6",

BALANCE AT 12" O.C.

C L R

THICKENED SLAB EDGE

BEYOND

T Y

P

EQ EQ

CHAMFER ALL EDGES

PER ARCHITECTURAL

DRAWINGS

PIPING / PLUMBING BY OTHERS,

6" DIAMETER MAXIMUM

CONTINUOUS CONCRETE

FOOTING PER PLAN

TYPICAL LONGITUDINAL REINFORCING,

BREAK AS NEEDED TO ACCOMMODATE

PIPING PENETRATION

PROVIDE BENT BARS TO MATCH

LONGITUDINAL FOOTING

REINFORCING SIZE AND QUANTITY,

LAP 60 BAR DIAMETERS WITH

FOOTING REINFORCING

#4 TRANSVERSE BARS,

TYPICAL (4) PLACES

M

IN

IM

U

M

DIAMETER DIAMETER

C L R

EQUAL TO PIPEEQUAL TO PIPE

C L R

P A R K

SO

N

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O R S T A T E

O

RE

G O N

PA

RK

S

AN

D

RE

C

RE

AT

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N

D

EP

AR

TM

EN

T

D E S

IG

N E D

B Y

A P P R O V E D

B Y

C H E C K E D

B Y

D R A W N

B Y

D A

TE

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IO

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TE

B Y

SHEET:

OPRIS#: CONTRACT #:

1183838318

2 1 P

R E

-C O

N S

T R

E V

S

A D

D E

N D

U M

/1

/2

/3

/2

V L M

K

V L M

K

S2.0

FO

RT

ST

EV

EN

S

ST

AT

E

PA

RK

RE

ST

RO

O M S

FO

U N D

AT

IO

N

AN

D W

AL

L D

ET

AI

LS

O

RE

G O N

PA

RK

S

AN

D

RE

C

RE

AT

IO

N

D

EP

AR

TM

EN

T

JJ

E

JJ

E

RJ

S

RJ

S

S2.0 1" = 1'-0"

2 SLAB EDGE DETAIL

S2.0 1 1/2" = 1'-0"

1 SLAB CONTROL JOINT DETAILS

S2.0 1 1/2" = 1'-0"

7 MASONRY CONTROL JOINT

S2.0 1/2" = 1'-0"

B CMU WALL OPENING ELEVATION

S2.0 1/2" = 1'-0"

A CMU DOOR OPENING ELEVATION

S2.0 1" = 1'-0"

5 FOOTING AT CMU WALL OPENING

S2.0 1 1/2" = 1'-0"

6 REINFORCING AT OPENING

S2.0 1" = 1'-0"

4 FOOTING AT CMU WALL

S2.0 1" = 1'-0"

3 COLUMN AT SLAB EDGE

S2.0 1" = 1'-0"

8 FOUNDATION DETAIL

COLUMN PER

PLAN, TYPICAL

6x BEAM PER PLAN, TYPICAL

RAFTER PER PLAN,

AS OCCURS

(2) STAINLESS STEEL SIMPSON 'H2.5A'

TIES AT THIS RAFTER/BEAM

CONNECTION, (1) EACH SIDE

RIDGE BOARD PER PLAN, ATTACH

TO 6x BEAM BELOW WITH

SIMPSON 'A34' CLIPS AT 24' O.C.

TOE NAIL RAFTER TO

RIDGE BOARD WITH (2)

10d NAILS

SHEATHING PER PLAN

2x BLOCKING BETWEEN

RAFTERS, TYPICAL

STAINLESS STEEL

SIMPSON 'LS50' ANGLE,

EACH SIDE OF COLUMN,

TYPICAL

STAINLESS STEEL SIMPSON

'HU612' WITH SLOPED SEAT,

TYPICAL

FASCIA

PER ARCH

6"

STAINLESS STEEL TIE PER EACH

SIDE OF FRAMING, FASTEN EACH PLATE

WITH (4) 3/8" DIA x 2" LONG STAINLESS

STEEL SCREWS

E Q

E Q

STAINLESS STEEL

SIMPSON 'HU612'

STAINLESS STEEL

SIMPSON 'AC' POST CAP,

EACH SIDE OF COLUMN,

TYPICAL

STAINLESS STEEL SIMPSON

'2.5A' TIE AT RAFTER/BEAM

CONNECTION, TYPICAL

CMU WALL

PER PLAN

SIMPSON 'RBC' AT 24" O.C.

AT 8" SHEAR WALLS

2x SHEAR BLOCKING

WITH BOUNDARY

EDGE NAILING

CMU WALL PER PLAN

TYPICAL BOND BEAM

COLUMN PER PLAN

BEAM PER PLAN

RAFTER PER PLAN

SIMPSON 'HGA10KT' HURRICANE

GUSSET ANGLE AT EACH RAFTER,

TYPICAL

STAINLESS STEEL

SIMPSON 'H2.5A' TIE AT

EACH RAFTER

TOP PLATE PER DETAIL

RIDGE BOARD PER PLAN

TOE NAIL RAFTER TO RIDGE

BOARD WITH (2) 10d NAILS

SHEATHING PER PLAN

2x BLOCKING

BETWEEN RAFTERS

2x BLOCKING BETWEEN

RAFTERS AT SUPPORTS,

TYPICAL

STAINLESS STEEL SIMPSON 'AC6'

POST CAP EACH SIDE OF COLUMN

FASCIA

PER ARCH

FLAT 2x BLOCKING

PER ROOF FRAMING

NOTE #5, AS OCCURS

FINISHES PER ARCH

S2.1

4x6 TOP PLATE, ANCHOR PER DETAIL

S2.1

5"

/4

/2

T Y

P

12 GAUGE

STAINLESS STEEL

1"

TYP

/4

T Y

P

CEILING JOIST PER

PLAN WITH SIMPSON

'LUS' HANGER

CMU WALL PER PLAN

2x6 LEDGER WITH 1/2" DIA x 3" EMBED SCREW

ANCHORS AT 24" O.C.

FINISHES PER ARCH

SHEATHING PER PLAN

2x BLOCKING AT 4'-0" O.C. IN

FIRST JOIST BAY WITH SIMPSON

'LUS' HANGER EACH ENDCMU WALL PER PLAN

LEDGER PER

DETAIL

FINISHES PER ARCH

SHEATHING PER PLAN

S2.1

CEILING JOIST

PER PLAN, TYP

TOP PLATE PER DETAIL

BEAM PER PLAN

STAINLESS STEEL

SIMPSON 'MBHU5.50'

BEAM HANGER

S2.1

SHEATHING PER PLAN

FINISHES PER ARCH

FASTEN 2x RAFTER

TO CMU WALL WITH

1/2" DIA x 3 1/2"

EMBED EXPANSION

ANCHORS AT 8" O.C.

4x8 TOP PLATE WITH 5/8" DIA x 7" J-BOLTS

AT 24" O.C.,

COUNTERSINK AS

REQUIRED

SIMPSON 'MSTA24' STRAP

AT 4'-0" O.C., ALIGN WITH

TENSION TIES

SIMPSON 'LTTP2' TENSION TIES

AT 4'-0" O.C. WITH 5/8" DIA.

EPOXY ANCHOR WITH 5 5/8"

EMBED INTO CMU WALL

4x6 BLOCKING FIRST (2) BAYS AT

4'-0" O.C. WITH SIMPSON 'U44'

FACE MOUNT HANGERS AT EACH

END, ALIGN WITH TENSION TIES

RAFTER PER PLAN, TYP

FINISHES

PER ARCH,

TYP

FOR NAILS WITH INCREASED EDGE

NAIL SPACING PLACE NAILS AT TOP

PLATE AS OCCURS, WHERE TOP PLATE

DOES NOT OCCUR PLACE NAILS AT 2x

RAFTER FOR REMAINDER OF ROOF

2x BLOCKING AT 4'-0" O.C. IN

FIRST JOIST BAY WITH SIMPSON

'LUS' HANGER EACH END, TYP

CMU WALL PER PLAN

LEDGER PER DETAIL , TYPICAL

EACH SIDE OF WALL, OFFSET

ANCHOR LOCATIONS ON OPPOSITE

SIDES OF WALL, TYP

FINISHES PER ARCH, TYP

SHEATHING PER PLAN,

TYPICAL

JOIST PER PLAN,

TYPICAL

S2.1

P A R K

SO

N

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O R S T A T E

O

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G O N

PA

RK

S

AN

D

RE

C

RE

AT

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N

D

EP

AR

TM

EN

T

D E S

IG

N E D

B Y

A P P R O V E D

B Y

C H E C K E D

B Y

D R A W N

B Y

D A

TE

R E V

IS

IO

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D A

TE

B Y

SHEET:

OPRIS#: CONTRACT #:

1183838318

S2.1

FO

RT

ST

EV

EN

S

ST

AT

E

PA

RK

RE

ST

RO

O M S

RO

O F D

ET

AI

LS

O

RE

G O N

PA

RK

S

AN

D

RE

C

RE

AT

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N

D

EP

AR

TM

EN

T

JJ

E

JJ

E

RJ

S

RJ

S

S2.1 3/4" = 1'-0"

7 ROOF SECTION

S2.1 3/4" = 1'-0"

6 ROOF SECTION

S2.1 1" = 1'-0"

1 CEILING/SOFFIT JOIST PERPENDICULAR

S2.1 1" = 1'-0"

2 CEILING/SOFFIT JOIST PARALLEL

S2.1 1" = 1'-0"

5 ROOF FRAMING DETAIL

S2.1 1" = 1'-0"

4 ROOF FRAMING DETAIL

S2.1 1" = 1'-0"

3 CEILING/SOFFIT JOIST PARALLEL

STANDARD ABBREVIATIONS GENERAL NOTES:

A. THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY APPEAR ON THIS SHEET

THAT DO NOT APPEAR ON THE DRAWINGS.

AIR PRSSURE DROPAPD

BACKDRAFT DAMPERBDD

BREAK HORESPOWERBHP

BRITISH THERMAL UNITBTU

BRITISH THERMAL UNITS PER HOURBTUH

CUBIC FEET PER MINUTECFM

ENTERING AIR TEMPERATUREEAT

FEET PER MINUTEFPM

FEET PER SECONDFPS

FEET/FOOTFT

OUTSIDE AIROSA

RELIEF AIRRA

SUPPLY AIRSA

VARIABLE FREQUENCY DRIVEVFD

LEAVING AIR TEMPLAT

UNIT NUMBER

EQUIPMENT TYPE

XX-XXX

EQUIPMENT

XXXX-XX-XXXXX

UNIT NUMBER

FLOOR UNIT IS

LOCATED ON

EQUIPMENT TYPE EQUIPMENT PROVIDED

BY OTHERS

XXX

TAG NUMBER

TU-X-XXX

DETAIL CALLOUT

X

XX.XX

DETAIL NUMBER

SHEET NUMBER

SYMBOLS

A

E

B

X

K

R

F

ACCESS PANEL

POINT OF CONNECTION

EXISTING TO REMAIN

BELOW GRADE / FLOOR

REVISION NUMBER

NUMBERED NOTE

REMOVE EXISTING

CAP EXISTING / CAP FOR FUTURE

RELOCATE EXISTING

FUTURE

WALL-MOUNTED

PENDENT-MOUNTED

TEMPERATURE

HUMIDITY

DIFFERENTIAL

PRESSURE SWITCH

T

H

DP

T

H

DP

WALL-MOUNTED

PENDENT-MOUNTED

CARBON MONOXIDE

CARBON DIOXIDE

NITROGEN OXIDE

CO

CO2

NOX

CO

CO2

NOX

SENSORS

TERMINAL UNIT NUMBER

TERMINAL UNIT

FLOOR UNIT IS LOCATED ON

AIR HANDLER NUMBER

TERMINAL UNITS

24x16

R

R=1-1/2W

RADIUS ELBOW

W

MITER ELBOWS & TEES

TURNING VANES IN ALL

ELBOWS AND TEES FLEX

CONNECTION ACOUSTICAL LINER

SIZE SHOWN IS CLEAR

AIR PASSAGE

DUCT OFFSETS

R=1-1/2W W

LESS THAN 15° 15° TO 30° GREATER THAN 30°

30° MAX 30° MAX

TRANSITIONS

RECTANGULAR TO ROUND

45°

W

4" MIN OR

1/4W OR

12" MAX

RECTANGULAR DUCT FITTING

SPIN-IN

FITTING

CONICAL SPIN-IN

FITTING

RECTANGULAR TO ROUND FITTING

FS

D

CFM

TYPE

RETURN EXHAUST SUPPLY

FLOW DIRECTION

(NONE SHOWN

IF 4-WAY)

CFM

SIZE TYPE

TYPE REFERENCE

H = 6" BELOW CEILING

L = 6" ABOVE FLOOR

F = FLOOR

S = SLOT DIFFUSER

C = CEILING

T = DOOR TRANSFER

NECK SIZE (SIDEWALL & FLOOR GRILLE)

PLENUM INLET SIZE (SLOT DIFFUSER)

CEILING DIFFUSERS & GRILLES SIDEWALL, SLOT & FLOOR GRILLES

SUPPLY

AIR

RETURN

AIR

EXHAUST

AIR

OUTSIDE

AIR

DUCT SECTIONS

COMBINATION

FIRE/SMOKE FIRE

SMOKE

VOLUME

AUTOMATIC

RETURN OR EXHAUST AIR FLOW

SUPPLY OR OUTSIDE AIR FLOW

UNDERCUT DOORUC 1/2"

SECTION

R=2D FOR FLEX

PLAN

R=1-1/2D FOR ROUNDD

R

RETURN OR EXHAUST GRILLE CONNECTION

SECTION

D

R

R=2D FOR FLEX

PLAN

R=1-1/2D FOR ROUNDD

R

SUPPLY DIFFUSER CONNECTION

SECTION PLAN

SECTION PLAN

SECTION PLAN

SUPPLY DIFFUSER SIDE FLEX CONNECTION

SECTION PLAN

RETURN OR EXHAUST GRILLE

FLEX DUCT ROUND DUCT

FLEX DUCT ROUND DUCT

RECTANGULAR DUCT SQUARE NECK

SPIN-IN

FITTING

D

R

LINED PLENUM

FLEX DUCT

SEE SPEC FOR TYPE

SEE SCHEDULE FOR SIZE

DAMPERS

SECTION PLAN SECTION PLAN

SUPPLY DIFFUSER HARD CONNECTION SIDEWALL SUPPLY GRILLE CONNECTION

DUCT LEGEND

LOW PRESSURE DUCTWORK

DUCT DETAILS (LOW VELOCITY)

FD S

D

INCH, INCHESIN

P A R K

SO

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O R S T A T E

O

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G O N

PA

RK

S

AN

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C

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EP

AR

TM

EN

T

D E S

IG

N E D

B Y

A P P R O V E D

B Y

C H E C K E D

B Y

D R A W N

B Y

D A

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SHEET:

OPRIS#: CONTRACT #:

P

R E

-C O

N S

T R

E V

S

/1

/2

P

A E

A

D D

E N

D U

M

/3

/2

P

A E

M0.01

PA

E

PA

E

PA

E

PA

E

O

PR

D

FO

RT

ST

EV

EN

S

RE

ST

RO

O M S

SH

O W

ER

S

LE

G

EN

D S

AN

D

SC

H

ED

U

LE

S

M

EC

H

AN

IC

AL

38318 11838

A. OUTDOOR CONDITIONS BASED ON ASHRAE FUNDAMENTALS 2021 99.6% AND 0.4% DATA.

GENERAL NOTES:

INDOOR 70˚ F ± 2˚ F DB 75˚ F ± 2˚ F DB

OUTDOOR 5˚ F DB 94˚ F DB / 61˚ F MCWB

TEMPERATURE TEMPERATURE

SPACE

WINTER SUMMER

DESIGN CONDITIONS - BASED ON BEND/REDMOND, OR

C. PROVIDE UNIT WITH SINGLE POINT POWER CONNECTION AND FUSED DISCONNECT.

B. HEAT RECOVERY SECTION EFFECTIVENESS IS BASED ON AHRI 1060.

A. UNIT HUNG FROM STRUCTURE.

GENERAL NOTES:

ERV-02 8-UNIT BUILDINGS 13 900 0.75 ECM 6 900 0.5 ECM ENTHALPY CORE 65 208/1 8 600 RENEWAIRE HE1.5XINH

TAG SERVICE (MERV) (CFM) (IN WG) CONTROL (MERV) (CFM) (IN WG) CONTROL TYPE (%) PHASE (FLA) (LBS) & MODEL NOTES

FILTER AIRFLOW MAX ESP SPEED FILTER AIRFLOW MAX ESP SPEED SENSIBLE EFF VOLT/ POWER WEIGHT MANUFACTURER

SUPPLY FAN EXHAUST FAN ENERGY RECOVERY ELECTRICAL

ENERGY RECOVERY VENTILATOR

C. PROVIDE ROOM THERMOSTAT AND SENSOR KIT FOR SCR CONTROL.

B. PROVIDE UNIT WITH SINGLE POINT POWER CONNECTION AND FUSED DISCONNECT.

A. UNITS HUNG FROM STRUCTURE.

GENERAL NOTES:

EDH-02 8-UNIT BUILDINGS 900 15.0 14x14 SCR 44 96 208/1 100 RENEWAIRE EK

TAG SERVICE (CFM) (KW) (IN) CONTROL (°F) (°F) PHASE (LBS) & MODEL NOTES

AIRFLOW CAPACITY SIZE EAT LAT VOLT/ WEIGHT MANUFACTURER

ELECTRIC HEATING COIL

ELECTRIC DUCT HEATER

MECHANICAL SHEET LIST

SHEET # SHEET NAME

M0.01 LEGENDS AND SCHEDULES - MECHANICAL

M2.11 FLOOR PLAN - MECHANICAL

M5.01 DETAILS - MECHANICAL

Grand total: 3

L

R E

N

G

O

R

I

E

I

S

ST

S

E

E

N

ER

F

E

E

G

OD R

N

EXPIRES: 12/31/2025

P

A

I

86125PE

OREGONJ

U L Y 0 7 , 2

12T

IM

O

T H Y E L L E

Y

01/29/25

A

STAFF STORAGE/CHASE

ACCESSIBLE

BATHROOM

ACCESSIBLE TOILET

ACCESSIBLE TOILET

ACCESSIBLE TOILET

ACCESSIBLE SHOWER

ACCESSIBLE SHOWER

ACCESSIBLE SHOWER

ACCESSIBLE

BATHROOM

M5.01

ERV-02

EDH-02

6x6 H-2

(TYP 9)

2T

14"ø OA (ABOVE)

14"ø EA (BELOW)14"ø SA (BELOW)

14"ø EA (ABOVE)

16x16

INTAKE

LOUVER

16x16

EXHAUST

LOUVER

6x6 (TYP 9)

14"ø EA (ABOVE)

14"ø SA (BELOW) 6x6 (TYP 9)

44 4

PWH-102

PWH-103

PWH-101

6x6 H-1

(TYP 9)

A. RUN DUCTS CONCEALED, UNLESS SPECIFIED

OTHERWISE, AND CLEAR OF CEILING INSERTS.

B. ALL WORK SHALL BE COORDINATED WITH ALL

TRADES INVOLVED. OFFETS IN DUCTS

(INCLUDING DIVIDED DUCTS) AND

TRANSITIONS AROUND OBSTRUCTIONS SHALL

BE PROVIDED AT NO ADDITIONAL COST TO

THE OWNER.

C. VERIFY ALL EQUIPMENT CONNECTIONS WITH

MANUFACTURER'S CERTIFIED DRAWINGS.

VERIFY AND PROVIDE DUCT TRANSITIONS TO

FURNISHED EQUIPMENT. FIELD VERIFY AND

COORDINATE ALL DIMENSIONS BEFORE

FABRICATION.

D. REFER TO ARCHITECTURAL REFLECTED

CEILING PLANS, ELEVATIONS, AND FLOOR

PLANS FOR ACTUAL LOCATIONS OF ALL

CEILING, WALL, AND FLOOR MOUNTED

DEVICES AND EQUIPMENT.

E. COORDINATE ACCESS PANEL LOCATIONS

WITH ARCHITECT.

GENERAL NOTES:

P A R K

SO

N

E G

O R S T A T E

O

RE

G O N

PA

RK

S

AN

D

RE

C

RE

AT

IO

N

D

EP

AR

TM

EN

T

D E S

IG

N E D

B Y

A P P R O V E D

B Y

C H E C K E D

B Y

D R A W N

B Y

D A

TE

R E V

IS

IO

N

D A

TE

B Y

SHEET:

OPRIS#: CONTRACT #:

P

R E

-C O

N S

T R

E V

S

/1

/2

P

A E

A

D D

E N

D U

M

/3

/2

P

A E

M2.11

PA

E

PA

E

PA

E

PA

E

O

PR

D

FO

RT

ST

EV

EN

S

RE

ST

RO

O M S

SH

O W

ER

S

FL

O O R

PL

AN

M

EC

H

AN

IC

AL

38318 11838

1/4" = 1'-0"

FLOOR PLAN - MECHANICAL

1. HANG FROM STRUCTURE WITH VIBRATION

ISOLATION AS INDICATED IN

SPECIFICATIONS.

2. PROVIDE WALL MOUNTED THERMOSTAT

AND DUCT TEMPERATURE SENSOR TO

CONTROL ELECTRIC DUCT HEATER. FOR

INITIAL OPERATION SET DUCT HEATER TO

MODULATE CAPACITY TO MAINTAIN

EXHAUST AIR TEMPERATURE IN DUCT

(UPSTREAM OF ERV) AT 65F. ROOM

THERMOSTAT IS PROVIDED FOR

REFERENCE AND FUTURE FLEXIBILITY OF

OPERATION.

3. ROUTE DUCTWORK ABOVE ERV

CLEARANCE.

4. PROVIDE STAINLESS STEEL DUCT FOR ALL

BRANCH EXHAUST DUCTS TO SHOWER

ROOMS. SLOPE DUCT AT 1/4" PER FOOT

BACK DOWN TOWARD GRILLES.

5. PROVIDE 3"/5" CONCENTRIC VENT KIT AND

ROOF DISCHARGE TERMINATION FOR

CONDENSING PROPANE WATER HEATER

(TYPICAL OF 3). POLYPROPYLENE INNER

(EXHAUST) PIPE. DURAVENT POLYPRO

CONCENTRIC WITH VERTICAL TERMINATION

CAP KIT, OR OTHER APPROVED

MANUFACTURER LISTED IN THE WATER

HEATER INSTALLATION MANUAL.

NOTES:

NORTH

L

R E

N

G

O

R

I

E

I

S

ST

S

E

E

N

ER

F

E

E

G

OD R

N

EXPIRES: 12/31/2025

P

A

I

86125PE

OREGONJ

U L Y 0 7 , 2

12T

IM

O

T H Y E L L E

A. RUN DUCTS CONCEALED, UNLESS SPECIFIED

OTHERWISE, AND CLEAR OF CEILING INSERTS.

B. ALL WORK SHALL BE COORDINATED WITH ALL

TRADES INVOLVED. OFFETS IN DUCTS

(INCLUDING DIVIDED DUCTS) AND

TRANSITIONS AROUND OBSTRUCTIONS SHALL

BE PROVIDED AT NO ADDITIONAL COST TO

THE OWNER.

C. VERIFY ALL EQUIPMENT CONNECTIONS WITH

MANUFACTURER'S CERTIFIED DRAWINGS.

VERIFY AND PROVIDE DUCT TRANSITIONS TO

FURNISHED EQUIPMENT. FIELD VERIFY AND

COORDINATE ALL DIMENSIONS BEFORE

FABRICATION.

D. REFER TO ARCHITECTURAL REFLECTED

CEILING PLANS, ELEVATIONS, AND FLOOR

PLANS FOR ACTUAL LOCATIONS OF ALL

CEILING, WALL, AND FLOOR MOUNTED

DEVICES AND EQUIPMENT.

E. COORDINATE ACCESS PANEL LOCATIONS

WITH ARCHITECT.

GENERAL NOTES:

GRADE

0' - 0"

T.O. WALL

11' - 4"

T.O. ROOF

16' - 3 1/2"

3 2 1

14"ø EA (BELOW)

14"ø OA (ABOVE)

ERV-02

14"ø EA (ABOVE)

14"ø SA (BELOW)

6x6 (TYP)

6x6 (TYP)

6x6 H-1

(TYP)

6x6 H-2

(TYP)

PWH-101

B.O. BEAM

8' - 7"

P A R K

SO

N

E G

O R S T A T E

O

RE

G O N

PA

RK

S

AN

D

RE

C

RE

AT

IO

N

D

EP

AR

TM

EN

T

D E S

IG

N E D

B Y

A P P R O V E D

B Y

C H E C K E D

B Y

D R A W N

B Y

D A T E

R E V

IS

IO

N

D A T E

B Y

SHEET:

OPRIS#: CONTRACT #:

P

R E

-C O

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T R

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S

/1

/2

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A E

A

D D

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/3

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P

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M5.01

PA

E

PA

E

PA

E

PA

E

O

PR

D

FO

RT

S

TE

VE

N S

RE

ST

RO

O M S

SH

O W

ER

S

D

ET

A

IL

S

M

EC

H A N

IC

A L

38318 11838

1. HANG FROM STRUCTURE WITH VIBRATION

ISOLATION AS INDICATED IN

SPECIFICATIONS.

2. PROVIDE 3"/5" CONCENTRIC VENT KIT AND

ROOF DISCHARGE TERMINATION FOR

CONDENSING PROPANE WATER HEATER

(TYPICAL OF 3). POLYPROPYLENE INNER

(EXHAUST) PIPE. DURAVENT POLYPRO

CONCENTRIC WITH VERTICAL TERMINATION

CAP KIT, OR OTHER APPROVED

MANUFACTURER LISTED IN THE WATER

HEATER INSTALLATION MANUAL.

NOTES:

3/8" = 1'-0"

SECTION VIEW - MECHANICAL

ISOMETRIC VIEW - MECHANICAL

L

R E

N

G

O

R

I

E

I

S

ST

S

E

E

N

ER

F

E

E

G

OD R

N

EXPIRES: 12/31/2025

P

A

I

86125PE

OREGONJ

U L Y 0 7 , 2

12T

IM

O

T H Y E L L E

NEW, POINT OF CONNECTION

EQUIPMENT DESIGNATOR SEE SCHEDULE.

TRANSFORMERXFMR

WEATHERPROOFWP

WATTSW

VOLT-AMPEREVA

VOLTAGEV

UNDERGROUNDUG

TYPICALTYP

TELEVISIONTV

TAMPERPROOFTP

TIME DELAYTD

SWITCHSW

SOLENOID VALVESV

STARTERSTR

POWERPWR

POLYVINYL CHLORIDEPVC

PANELBOARDPNL

PHOTOELECTRIC CELLPE

NOT IN CONTRACTNIC

MANUAL TRANSFER SWITCHMTS

MEDIUM VOLTAGEMV

MAIN LUGS ONLYMLO

MECHANICALMECH

MAIN CIRCUIT BREAKERMCB

MINIMUM CIRCUIT AMPACITYMCA

LOW VOLTAGELV

LIGHTINGLTG

KILOVOLT-AMPEREKVA

KILOVOLTKV

KILOWATT HOURKWH

KILOWATTKW

JUNCTION BOXJB

HERTZHZ

HIGH VOLTAGEHV

HORSEPOWERHP

GROUNDGND

GALVANIZED RIGID CONDUITGRC

GROUND FAULT CIRCUIT INTERRUPTERGFCI

INSTALLED BY OWNER

FURNISHED BY OWNERFOIO

INSTALLED BY CONTRACTOR

FURNISHED BY OWNERFOIC

INSTALLED BY CONTRACTOR

FURNISHED BY CONTRACTORFCIC

FLUORESCENTFLUOR

FULL LOAD AMPSFLA

FIRE ALARMFA

ELECTRICAL METALLIC TUBINGEMT

EMERGENCYEM

DOWNDN

COPPERCU

CURRENT TRANSFORMERCT

CEILINGCLG

CIRCUITCKT

CONDUITC

CIRCUIT BREAKERCB

ARCHITECT / ARCHITECTURALARCH

ALUMINUMAL

AMPERE (AMP)A

AMERICANS DISABILITIES ACTADA

NOTE

EXISTING TO BE RELOCATED, FUTURE

EXISTING TO REMAIN, EXISTING TO BE REMOVED

AMERICAN WIRE GAUGEAWG

J

WALL RECEPTACLE: DUPLEX, QUADPLEX

JUNCTION BOX

CONNECTION TO EQUIPMENT PROVIDED BY OTHERS

42. DENOTES CIRCUIT NUMBER.

REFER TO SHEET GENERAL NOTES FOR PANELBOARD.

PANELBOARD: SURFACE, RECESSED

DENOTES GFCI

SPECIAL PURPOSE RECEPTACLE.

DENOTES RECEPTACLE ABOVE COUNTER

DENOTES GFCI AND

WEATHER PROOF

G SINGLE WALL RECEPTACLE, FACELESS GFCI REMOTE TEST BUTTON

G G

WW

ABOVE FINISHED FLOORAFF LIGHT EMITTING DIODELED

MAXIMUM OVERCURRENT PROTECTIONMOCP

VARIABLE FREQUENCY DRIVEVFD

MAXIMUMMAX

MINIMUMMIN

LIGHTING

POWER - PLANS

DESIGNATION SYMBOLS

ABBREVIATIONS - ELECTRICAL

GENERAL NOTES:

A. THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY APPEAR ON THIS SHEET

THAT DO NOT APPEAR ON THE DRAWINGS.

F

X

N

R

E

GARBAGE DISPOSALGD

MICROWAVEMW

REFRIGERATORREF

PEPE

OS

3 4

L#

WALL SWITCH: 3 WAY, 4 WAY

DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE)

PHOTOELECTRIC CELL: WALL MOUNTED, CEILING MOUNTED

WALL SWITCH: 1 POLE, 2 POLE

X OCCUPANCY SENSOR: WALL MOUNTED, CEILING MOUNTED

S S

S S a,b,c,d,e...etc DESIGNATES STANDALONE CONTROL ZONE.

DESIGNATES LIGHTING CIRCUIT, PANEL:CIRCUIT.PNL:42.

DOWNLIGHT RECESSED: ROUND, SQUARE

PENDANT

TAPE LIGHT (EM PER TAG)

STEPLIGHT

SCONCE

EMERGENCY NORMAL

FINISHED FLOOR

CEILING

FIRE

6"

MIN 6"

18"

48"

90"(MAX)

1. TELECOM OUTLET.

2. RECEPTACLE.

3. FIRE ALARM PULL

STATION.

4. LIGHT SWITCH.

5. CARD READER.

80"(MIN)

WORKING SURFACE

(TYP)

BACKSPLASH

6"

MIN 6"

6. WALL PHONE.

7. ABOVE COUNTER DEVICE.

MAINTAIN A CONSISTENT HEIGHT

THROUGHOUT SPACE.

8. FIRE ALARM STROBE.

9. OCCUPANCY SENSOR.

GENERAL NOTES:

A. LOCATE ALL FIRE ALARM DEVICES PER CODE.

B. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES.

C. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH MILLWORK

CONTRACTOR.

D. IF APPLICABLE, TELECOM CONSULTANTS' DRAWINGS TAKE

PRECEDENCE OVER THIS DETAIL FOR TELECOM DEVICES.

E. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND

MOUNTING HEIGHTS OF ALL DEVICES. WHERE NO ELEVATION EXISTS,

REFER TO TYPICAL MOUNTING HEIGHTS IN THIS DETAIL.

NOTES:

1 2

DEVICE MOUNTING HEIGHTS

42.

OS

X

P A R K

SO

N

E G

O R S T A T E

O

RE

G O N

PA

RK

S

AN

D

RE

C

RE

AT

IO

N

D

EP

AR

TM

EN

T

D E S

IG

N E D

B Y

A P P R O V E D

B Y

C H E C K E D

B Y

D R A W N

B Y

D A

TE

R E V

IS

IO

N

D A

TE

B Y

SHEET:

OPRIS#: CONTRACT #: