Attachment C Plans and Drawings Part B, 01-13-2025-Addendum 1.pdf

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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. SEE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION:

A. PREPARED BY: PBS, DATED JANUARY 18, 2023

B. DESIGN SOIL PRESSURE: 2,000 (DL + LL)

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

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.

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.

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OPRIS#: CONTRACT #:

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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

S0.1

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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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SHEET:

OPRIS#: CONTRACT #:

1183838318

S1.0

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S

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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SHEET:

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 NOTES AND GEOTECHNICAL

REPORT

C L R1

M

IN

IM

U

M

CONCRETE SLAB PER PLAN

#4 DOWEL x 0'-6"

AT 32" O.C., HOOK OVER

REINFORCING

2'-6"

#5 x CONTCMU 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

SLAB REINFORCING

PER PLAN

CONCRETE PEIR WITH (4) #4

VERTICAL BARS, HOOK INTO

FOOTINGROUGHEN SURFACE OR

POUR MONOLITHIC

RUN TYPICAL SLAB EDGE

REINFORCING THROUGH FOOTING

SEE FOOTING

SCHEDULE FOR SIZE

AND REINFORCING

POST PER PLAN

STAINLESS STEEL SIMPSON

'CB' POST BASE

(3) #3 TIES IN TOP 6",

BALANCE AT 12" O.C.

SQUARE

1' - 0"

(P E

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E O

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C H

C L R

THICKENED

SLAB EDGE

BEYOND

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OPRIS#: CONTRACT #:

1183838318

S2.0

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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

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

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OPRIS#: CONTRACT #:

1183838318

S2.1

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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

MISC. VALVES & COCKS

SHUTOFF VALVE

GLOBE VALVE

GATE VALVE OS&Y

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

WYE STRAINER

WYE STRAINER WITH BLOWDOWN

DRAIN VALVE

BALANCING VALVE

PRESSURE REDUCING VALVE

RELIEF VALVE

TWO-WAY CONTROL VALVE

DOUBLE CHECK VALVE ASSEMBLY (DCVA)

REDUCED PRESSURE BACKFLOW PREVENTER (RPBP)

THERMOMETER

PRESSURE GAUGE

PRESSURE-TEMPERATURE TEST PLUG

MANUAL AIR VENT

AUTOMATIC AIR VENT

FLOW SWITCH

TEMPERATURE SENSOR

SHOCK ARRESTOR

VACUUM BREAKER

SHUTOFF VALVE WITH TAMPER SWITCH

THRUST BLOCK

SOLENOID VALVE

S

S

S

V

T

F

AAV

MAV

CLEANOUT

FLOOR CLEANOUT

CLEANOUT TO GRADE

WALL CLEANOUT

AREA DRAIN

CATCH BASIN

FLOOR DRAIN

OVERFLOW ROOF DRAIN

ROOF DRAIN

TRENCH SHOWER DRAIN

TRENCH DRAIN

HOSE BIBB

GROUND HYDRANT

WALL BOX HYDRANT

FLOOR SINK

PLUMBING SPECIALITIES

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

EQUIPMENT

XXX

TAG NUMBER

XX-XXX

XXX

EQUIPMENT PROVIDED

FIXTURE NUMBER

FIXTURE UNITS

FIXTURE TYPE

FIXTURES DETAIL CALLOUT

X

XX.XX

X

XX

RISER TAG

DETAIL NUMBER

SHEET NUMBER

SYSTEM TYPE

RISER NUMBER

MISC. FITTINGS & SYMBOLS

DIRECTION OF FLOW

DIRECTION OF SLOPE

PIPE SLEEVE

REDUCER

ANCHOR

ELBOW (90 DEGREE)

PIPING CONNECTIONS

TEE

JOINT OR COUPLING POINT

PIPE CONTINUATION

HEAT TRACE

FLEXIBLE HOSE CONNECTOR

TEE DOWN

TEE UP

ELBOW DOWN

ELBOW UP

RISER

PLUG OR BLIND FLANGE

CAP

FLANGED CONNECTION

UNION

ELBOW (45 DEGREE)

MC

MECHANICAL COUPLING

PLUMBING PIPING

G

W WASTE ABOVE GRADE

W WASTE BELOW GRADE

STORM DRAIN ABOVE GRADE

STORM DRAIN BELOW GRADE

DRAIN (CONDENSATE/INDIRECT)

VENT

COLD WATER

HOT WATER

RECIRCULATING HOT WATER

IRRIGATION

NON-POTABLE WATER

SD

SD

D

V

CW

HW

RHW

IRR

NPW

BY OTHERS

GENERAL NOTES:

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

THAT DO NOT APPEAR ON THE DRAWINGS.

UNIT NUMBER

FLOOR UNIT IS

LOCATED ON

EQUIPMENT TYPE

XX-XXX XXXX-XX-XXXXX

UNIT NUMBER

FLOOR UNIT IS

LOCATED ON

EQUIPMENT TYPE

STANDARD ABBREVIATIONS

AREA DRAINAD

AMERICANS WITH DISABILITIES ACTADA

ABOVE FINISHED FLOORAFF

ALTERNATIVEALT

APPROXIMATELYAPPROX

ARCHITECT, ARCHITECTURALARCH

ACCESS PANELAP

BELOW FINISHED FLOORBFF

BUILDINGBLDG

BOTTOM OF PIPEBOP

BOTTOM OF STRUCTUREBOS

BRITISH THERMAL UNITBTU

BRITISH THERMAL UNITS PER HOURBTUH

BUTTERFLY VALVEBTV

BALANCING VALVEBV

CATCH BASINCB

CUBIC FEET PER HOURCFH

CUBIC FEET PER MINUTECFM

CUBIC FEET PER SECONDCFS

CALCULATIONCALC

CENTERLINECL

CLEANOUTCO

CONNECT, CONNECTIONCONN

CONTINUED, CONTINUATIONCONT

CIRCULATING PUMPCP

CLEANOUT TO GRADECTG

CONCRETECONC

CHECK VALVECV

DRAINAGE FIXTURE UNITDFU

DIAMETERDIA

DRINKING FOUNTAINDF

DOWN (PENETRATES FLOOR)DN

DRAINDR

DRAIN VALVEDV

DRAWINGDWG

EXISTING(E), EXIST

ELECTRONICALLY COMMUTATED MOTORECM

EMERGENCY EYE WASHEEW

ELECTRIC, ELECTRICALELEC

ELEVATIONELEV

ENGINEERENGR

EFFICIENCYEFF

EQUALEQ

EQUIPMENTEQUIP

EMERGENCY SHOWERES

ELECTRIC WATER COOLEREWC

ELECTRIC WATER HEATEREWH

ENTERING WATER TEMPERATUREEWT

EXPANSION TANKET

EXTRACTOREX

EXPANSIONEXP

EXHAUST OR EXHAUST AIREXH

DEGREES FAHRENHEITF

FLOOR CLEANOUTFCO

FLOOR DRAIN (PLUMBING)FD

FIRE DEPARTMENT CONNECTIONFDC

FINISHED FLOOR ELEVATIONFFE

FIGUREFIG

FLOORFL

FULL LOAD AMPACITYFLA

FIRE PUMPFP

FEET PER MINUTEFPM

FEET PER SECONDFPS

FLEXIBLEFLEX

FLOOR SINKFS

FEET/FOOTFT

FIXTURE UNITFU

FLUSH VALVEFV

FUTURE(F)

GRADEG

FLUSH TANKFLT

GAGE/GAUGEGA

GALLONGAL

GALVANIZEDGALV

GLYCOLGLY

GALLONS PER HOURGPH

GALLONS PER MINUTEGPM

GATE VALVEGV

HEIGHTH

GROUND HYDRANTGH

HOSE BIBBHB

HUB DRAINHD

HORIZONTALHORIZ

HORSEPOWERHP

HEAT TRACEHT

HOURHR

INSIDE DIAMETER, INSIDE DIMENSIONID

MAXIMUMMAX

THOUSAND BTU PER HOURMBH

MINIMUM CIRCUIT AMPACITYMCA

MECHANICALMECH

MINIMUM EFFICIENCY REPORTING VALUEMERV

MANUFACTURERMFR

MISCELLANEOUSMISC

MAXIMUM OVERCURRENT PROTECTIONMOCP

MOP SINKMS

MOUNTEDMTD

MINIMUMMIN

NORMALLY CLOSEDNC

NOT IN CONTRACTNIC

NORMALLY OPENNO

NOMINAL PIPE SIZENPS

NOT TO SCALENTS

OVERFLOW DRAINOD

OUTSIDE SCREW & YOKE GATE VALVEOS&Y

PHASEPH

POST INDICATING VALVEPIV

POLYPROPYLENEPP

PRESSURE REDUCING VALVEPRV

PRESSURE GAUGEPG

PRESSURE SWITCHPS

POUNDS PER SQUARE INCHPSI

POUNDS PER SQUARE INCH (GAUGE)PSIG

POLYVINYL CHLORIDEPVC

RADIUSR, RAD

ROOF DRAINRD

REVISIONREV

REVOLUTIONS PER MINUTERPM

SINKS

STANDARD CUBIC FEET PER MINUTESCFM

SHOWER DRAIN (PLUMBING)SD

SMOKE DAMPER (MECHANICAL)SD

SEWAGE EJECTORSE

SQUARE FOOT, SQUARE FEETSF

SHOWERSH

SIMILARSIM

SECTIONSECT

SHUTOFF VALVESOV

SPECIFICATIONSPEC

SQUARESQ

STAINLESS STEEL (ALL)SS

SQUARE INCH, SQUARE INCHESSQ IN

TRENCH DRAINTD

TOTAL DEVELOPED LENGTHTDL

TEMPERATURETEMP

THERMOSTATIC MIXING VALVETMV

TOP OF PIPETOP

TOTAL DISCHARGE HEADTDH

TRAP PRIMER VALVETP

TAMPER SWITCHTS

TOTAL STATIC PRESSURETSP

TYPICALTYP

UNDERGROUNDUG

UP (PENETRATES FLOOR SLAB)UP

VOLTSV

URINALU

VACUUM BREAKERVB

VOLUME DAMPERVD

VELOCITYVEL

VERTICALVERT

VENT THROUGH ROOFVTR

WIDTHW

WATER CLOSETWC

VARIABLE FREQUENCY DRIVEVFD

WALL CLEANOUTWCO

WATER FIXTURE UNITSWFU

WATER GAUGEWG

WALL HYDRANTWH

WITHW/

WATER HAMMER ARRESTORWHA

WITHOUTW/O

LAVATORYLAV

POUNDLB

LINEAR FEETLF

KILOWATTKW

KILOWATT HOURKWH

ISOMETRICISO

LENGTHL

IRON PIPE SIZEIPS

INSULATIONINSUL

INVERT ELEVATIONIE

INCH, INCHESIN

P A R K

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SHEET:

OPRIS#: CONTRACT #:

P0.01

PA

E

PA

E

PA

E

PA

E

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D

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36881 WOC 9193

PLUMBING SHEET LIST

SHEET # SHEET NAME

P0.01 SYMBOLS AND LEGENDS - PLUMBING

P0.02 SCHEDULES - PLUMBING

P2.11 FLOOR PLAN - PLUMBING

P5.01 DETAILS - PLUMBING

P6.01 DIAGRAMS - PLUMBING

Grand total: 5

L

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N

G

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OD R

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EXPIRES: 12/31/2024

P

A

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82128PE

OREGON

M

A Y 2 2 , 2

15C

H A

RLES H. NOR

R

IS

9/13/24

38318 11838

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SHEET:

OPRIS#: CONTRACT #:

P0.02

PA

E

PA

E

PA

E

PA

E

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PR

D

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36881 WOC 9193

JACKET UV RESISTANT POLYMER ASTM E84. ANSI LC1/CSA 6.26.

ABOVE GRADE

CORRUGATED STAINLESS STEEL TUBING (CSST), ASTM A240 TYPE 304 STAINLESS STEEL WITH PROTECTIVEPRPOPANE

BELOW GRADE POLYETHYLENE, MEDIUM DENISTY: ASTM D2513.

SANITARY WASTE AND VENT SCHEDULE 40 SOLID WALL PVC: ASTM D2665-85a, ASTM D3311-82.

COPPER MANIFOLDS WITH INTEGRAL VALVES. PEX-A COLD EXPANSION TYPE FITTINGS, ASTM F1960.

DOMESTIC WATER

CROSS-LINKED POLYETHYLENE (PEX): PEX-A OR PEROXIDE METHOD, ASTM F876, ASTM F877, CAN/CDA-B137.5.

SERVICE MATERIAL

PIPE SCHEDULE

ALL WASTE PIPING SIZED AT 1/4"/FT. SLOPE UNLESS OTHERWISE NOTED.

BASIS OF DESIGN: 2023 OREGON PLUMBING SPECIALTY CODE, CHAPTER 7, 'SANITARY DRAINAGE'.

WASTE AND VENT PIPING SYSTEM:

AND NOT TO EXCEED 5 FT./SEC. (HOT WATER).

WATER SUPPLY SYSTEM'. PIPING SIZED ON 3 PSI/100 FT. DROP, VELOCITIES NOT TO EXCEED 8 FT./SEC. (COLD WATER)

BASIS OF DESIGN: 2023 OREGON PLUMBING SPECIALTY CODE, APPENDIX A 'RECOMMENDED RULES FOR SIZING THE

DOMESTIC WATER PIPING SYSTEM:

PLUMBING DESIGN CRITERIA (OREGON)

FS-11 FLOOR SINK 3 - - - - - 1/2 GRATE, CAST IRON BODY, SEDIMENT BUCKET, ALUMINUM STRAINER

FD-11 FLOOR DRAIN 3 - - - - - ROUND NICKEL BRONZE VANDAL RESISTANT GRATE, CAST IRON BODY

WB-11 WALL BOX HYDRANT - - 3/4 - - - FREEZE PROOF, BOX/FLUSH TYPE w/LOCKING COVER, INTEGRAL VACUUM BREAKER

HB-12 HOSE BIB - - 3/4 - - - INGETRAL VACUUM BREAKER, REMOVABLE KEY, THREADED OUTLET

HB-11 HOSE BIB - - 3/4 - - - INGETRAL VACUUM BREAKER, REMOVABLE KEY, THREADED OUTLET, IN RECESSED BOX

EEW-11 EMERGENCY EYE WASH 2 1-1/2 - - 3/4 3 PEDESTAL TYPE, BUILT IN DRAIN BOWL, PUSH VALVE ACTIVATION, WITH ACCESSORY MIXING VALVE

DF-11 DRINKING FOUNTAIN 2 1-1/2 1/2 - - - WALL HUNG DUAL HEIGHT, FREEZE PROOF, W/ BOTTLE FILLER ATTACHEMENT

MS-11 MOP SINK 3 2 3/4 3/4 - - FLOOR MOUNT, WALL HUNG MANUAL FAUCET

S-11 SINK 2 1-1/2 1/2 1/2 - 1.5 STAINLESS STEEL WORKTABLE WITH RIGHT SIDE SINK, 48-INCH WIDE BY 30-INCH DEEP, MANUAL FAUCET.

SH-11 SHOWER 2 1-1/2 1/2 1/2 - 1.5 VALVE AND SHOWERHEAD ONLY, ARCHITECTURAL ENCLOSURE

L-11 LAVATORY 2 1-1/2 1/2 1/2 - 0.5 COUNTER, DROP IN, ENAMELED CAST IRON, METERED FAUCET, ADA

WC-11 WATER CLOSET 4 2 1 1/2 - - 1.6 FLOOR MOUNT, REAR OUTLET, VITREOUS CHINA, MANUAL FLUSH VALVE, ADA

NUMBER FIXTURE TYPE W V CW HW TW GPM/GPF DESCRIPTION NOTES

TAG ROUGH-IN SIZE (INCHES)

PLUMBING FIXTURE SCHEDULE

1. NUMBER OF CONNECTIONS TO BE DETERMINED BY THE CONTRACTOR BASED ON THE NUMBER OF DRAINS NEEDING TO BE CONNECTED.

NOTES:

BASED ON: PRECISION PLUMBING PRODUCTS PRIMETIME ELECTRONIC TRAP PRIMER, PT SERIES

DISTRIBUTION, 3/4" INLET CONNECTION

TP-1 1-16 OPENING MANIFOLD CALIBRATED FOR EQUAL WATER 120 V, 1 PH 1

ELECTRONIC TRAP PRIMER

NUMBER LOCATION DESCRIPTION ELECTRICAL NOTES

TAG

MISCELLANEOUS PLUMBING EQUIPMENT SCHEDULE

2. PROVIDE CONDENSATE NEUTRALIZER ON FLUE DRAIN.

1. COORDINATE POWER SUPPLY WITH DIVISION 26

NOTES:

PWH-103 PROPANE WATER HEATER CHASE DOMESTIC HOT WATER PROPANE INSTANTANEOUS - 3.9 0.4 PROPANE 15,000 199,000 120/1 RINNAI - CU199 1,2

PWH-102 PROPANE WATER HEATER CHASE DOMESTIC HOT WATER PROPANE INSTANTANEOUS - 3.9 0.4 PROPANE 15,000 199,000 120/1 RINNAI - CU199 1,2

PWH-101 PROPANE WATER HEATER CHASE DOMESTIC HOT WATER PROPANE INSTANTANEOUS - 3.9 0.4 PROPANE 15,000 199,000 120/1 RINNAI - CU199 1,2

NUMBER DESCRIPTION LOCATION SERVICE TYPE (GAL) (GPM) (GPM) TYPE (BTU) (BTU) PHASE & MODEL NOTES

TAG CAPACITY @ 100F RISE ACTIVATION MIN MAX VOLT/ MANUFACTURER

STORAGE FLOW RATE MIN FLOW

FUEL ELEC

WATER HEATER SCHEDULE

EQUIVALENT LENGTH OF PIPE: 75 FT. (LP)

SECTION C402.4(28), 'PIPE SIZING'.

BASIS OF DESIGN (OREGON): 2021 OREGON MECHANICAL SPECIALTY CODE, APPENDIX C, 'FUEL GAS', NATURAL GAS SYSTEM:

TOTAL 597 1 1/4

PWH-103 PROPANE WATER HEATER CHASE 199 3/4

PWH-102 PROPANE WATER HEATER CHASE 199 3/4

PWH-101 PROPANE WATER HEATER CHASE 199 3/4

(CFH) (IN) NOTES

TAG DESCRIPTION LOCATION

GAS INPUT SIZE

PROPANE UTILITY LOADS

L

R E

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O

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I

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EXPIRES: 12/31/2024

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PWH-101

PWH-102

PWH-103

CTG

4" W

4" W

CTG

4" W

4" W

2" CW DN

B

A

TP-1

4" V UP

S-11

L-11

FD-11

WC-11L-11

HB-11HB-11

WC-11

FD-11FD-11

L-11

HB-11

WC-11

SH-11

L-11

FD-11

HB-11

WC-11

B

HB-12

FS-11

MS-11

EEW-11

FS-11

SH-11

HB-11

L-11

WC-11

FD-11B

SH-11

FD-11

HB-11

SH-11

HB-11

FD-11

SH-11

HB-11

FD-11

DF-11 8

S-11

B

B

HB-12FS-11

3/4" LP

1 1/4" LP1" LP

CTG

4" V UP

CTG

CTG

CTG

4" W B

4" W B

P A R K

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G O N

PA

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SHEET:

OPRIS#: CONTRACT #:

P2.11

PA

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36881 WOC 9193

1/4" = 1'-0"

FLOOR PLAN - PLUMBING

A. RUN PIPING CONCEALED IN FINISHED AREAS,

AND EXPOSED IN THE ACCESSIBLE CHASE.

ALL PIPING SHALL BE INSTALLED AS CLOSE

AS POSSIBLE TO WALL TO LEAVE CLEAR

ACCESS SPACE.

B. ALL WORK SHALL BE COORDINATED WITH ALL

TRADES INVOLVED. OFFETS IN PIPING AND

TRANSITIONS AROUND OBSTRUCTIONS SHALL

BE PROVIDED AT NO ADDITIONAL COST TO

THE OWNER.

C. VERIFY ALL EQUIPMENT CONNECTIONS WITH

MANUFACTURER'S CERTIFIED DRAWINGS.

FIELD VERIFY AND COORDINATE ALL

DIMENSIONS BEFORE FABRICATION.

D. PROVIDE FINAL CONNECTION TO ALL

PLUMBING FIXTURES.

E. BELOW GRADE PIPING ROUTED AT 2% SLOPE.

COORDINATE UNDERGROUND WASTE PIPE

ROUTINGS WITH STRUCTURAL FOOTING

LOCATIONS AND DEPTHS.

F. PROVIDE SHUT OFF VALVES IN ACCESSIBLE

CHASE BEHIND FIXTURES.

G. PROVIDE WATER HAMMER ARRESTORS ON

EACH BRANCH PIPING SERVING A FLUSHING

FIXTURE.

H. PROVIDE LOW POINT DRAIN VALVES IN

WATER SYSTEM PIPING TO ALLOW FOR

DRAINAGE OF SYSTEM.

GENERAL NOTES:

1. BUILDING COLD WATER SUPPLY FROM SITE

WATER DISTRIBUTION SYSTEM.

COORDINATE CONNECTION POINT WITH

CIVIL.

2. BUILDING SANITARY WASTE CONNECTION

TO SITE SEWER SYSTEM. COORDINATE

CONNECTION POINT WITH CIVIL.

3. BUILDING PROPANE SUPPLY FROM SITE

DISTRIBUTION. COORDINATE CONNECTION

POINT WITH CIVIL. BUILDING GAS

PRESSURE REGULATOR SET AT 11 IN W.C.

WITH MAX SITE SUPPLY PRESSURE OF 10

PSI.

4. BUILDING GAS PRESSURE REGULATOR ON

BUILDING EXERIOR WALL SET AT 11 IN W.C.

WITH MAX SITE SUPPLY OF 10 PSI.

CONTRACTOR TO VERIFY SITE GAS

PRESSURE SUPPLY WITH EQUIPMENT

SUPPLY REQUIREMENTS. SUPPLY TO

PENETRATE BUILDING WALL ABOVE GRADE.

5. MAIN COLD WATER SHUT OFF VALVE ON

BUILDING RISER. CONTRACTOR TO VERIFY

MINIMUM 55 PSI SITE WATER PRESSURE

AND PROVIDE WATER PRESSURE

REDUCING VALVE IF WATER PRESSURE IS

ABOVE 80 PSI. PROVIDE SYSTEM DRAIN

VALVE ON INCOMING PIPE RISER.

6. ROUTE EYE WASH DRAIN TO SPILL INTO

FLOOR SINK.

7. EXTERIOR SINK UTILITY PIPING ROUTED IN

BACKER BOARD LAYER INTERIOR TO BLOCK

WALL. PROVIDE WINTERIZATION SHUT OFF

VALVES ON HOT AND COLD WATER SUPPLY

TO EXTERIOR SINK IN THE HEATED CHASE

AREA.

8. FREEZE PROOF DRINKING FOUNTAIN

UTILITIES ROUTED IN UTILITY CHASE AND

THROUGH EXTERIOR WALL.

9. 3/4" COLD WATER SUPPLY TO CHEMICAL

DISPENSER. PROVIDE ZURN 420XL ASSE

1020 APPROVED PRESSURE VACUUM

BREAKER OR…