Plans (9) BUP2015 -00113
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STRUCTURAL GENERAL NOTES: NAILING AND CONNECTION SCHEDULE CITY h
OF !I(,At1D 2
OREGON
` # DESIGN STANDARD 2014 OREGON STRUCTURAL SPECIALTY CODE 1. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS,UNLESS NOTED OTHERWISE ON DRAWINGS. BUILDING DIVISION r ti
2. NAILS AND SCREWS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIP GALVANIZED. O Fp 10 °o
c ( DESIGN CRITERIA 3. NAIL TYPE:BOX OR SINKER,UNLESS NOTED OTHERWISE ON DRAWINGS.
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T CONNECTION NAILS R. H
1. DESIGN SLAW LOADS,UNLESS NOTED OTHERWISE: STUDS TO PLATES-END NAIL (2)16d COMMON OR(3) 1 E EXP: 6/30/15
a ROOF 25 PSF MINIMUM ROOF SNOW LOAD OR STUDS TO PLATES-TOE NAIL (4)1 Ed
b. SNOW BUILDUP ASCE?-10 -OKE TOPLATES
HERTTOMPLATES IOdATB"OC CITY OF TIGARD �T
GENERAL -LAP AND INTERSECTIONS (4) IOdEACH SIDE JOINT Approved by Planning v N v
FLOOR,ROOF,CEILING JOISTSDate: 4-� -5 0 s= aOp
1. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS CURRENTLY ADOPTED BY THE PERMITTING AUTHORITY. TO PLATES OR BEAMS-TOE NAIL
2. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN,PROVIDE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, BLOCKING TO PLATE-TOE NAIL (2) 10d Initials: C4y Li 0 0'
SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. BLOCKING TO JOISTS-EACH END (2) 10d
3. APPLY,PLACE,ERECT,OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, CORNER STUDS I Ed AT 12"OC e j z
4. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND,LATERAL,EARTH,AND SEISMIC FORCES UNTIL THE 2X LAMINATED BEAMS I Od AT 12"2 ROWS STAGGERED O L
PERMANENT LATERAL FORCE-RESISTING SYSTEMS HAVE BEEN INSTALLED. PLYWOOD SHEATHING CONNECTIONS(ALL NAILS COMMON UNLESS NOTED OTHERWISE) CTI'Y OF TIGARD S_= z O it
S. PROVIDE BLOCKING BETWEEN STUDS(OR OTHER MEANS OF BRACING)AT WOOD BEARING WALLS TO PREVENT STUD BUCKLING PRIOR TO d. NAILS IN CONTACT WITH PRESSURE-TREATED LUMBER TO BE STAINLESS STEEL OR HOT��I�FOR CODE COMPLIANCE LII O uj
INSTALLATION OFGYPSUM WALLBOARD. 5. ROOF SHEATHING AND FLOOR PP `�
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a. BLOCK ALL EDGES WITH 2 X 4 FLATS WHERE NOTED ON DRAWINGS A rove4
SITE PREPARATION b. NAILING: OTC: In > ° Z
AT EDGES OF EACH SHEET,BLOCKING&WALLS Bd AT 6"OC S__ 40
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1. REMOVE.VEGETATION,RUBBISH,AND EXISTING ALL WITHIN BUILDING FOOTPRINT AND 5'-0''(MINIMUM)BEYOND THE FOOTPRINT. STRIP TOP 6" AT INTERIOR OF SHEETS 8d AT 12"OC Penn1t#- �pZd IrJ-�113 e e Q -E a Z
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OF SOIL,MINIMUM. AT BOUNDARIES OF ROOF 8d AT 6"OC Address: 05 F5-0
2. PRE-ROLL AREA WITHIN BUILDING FOOTPRINT AND 5'-0"(MINIMUM)BEYOND WITH A HEAVY VIBRATORY ROLLER OR LOADED DUMP TRUCK, 6. WALL SHEATHING Sg e#: 3 (Q
MAKE 3 PASSES(MINIMUM)OVER THE ENTIRE AREA. a. BLOCKING ALL EDGES NOT SUPPORTED BY FRAMING MEMBERS WITH 2 X 4 FLATS 0.. N - - =
3. REMOVE AREAS OF SOIL,AS REQUIRED,THAT EXHIBIT EXCESSIVE WEAVING OR DEFLECTION UNDER THE WEIGI!T OF THE ROLLER OR DUMP TRUCK. b. N/.UNG(UNLESS NOTED OTHERWISE ON SHEAR WALL SCHEDULE): By: Date- 2`7 ('S o00 c: 3
4. BACK-FILL EXCAVATED AREAS WITH STRUCTURAL ALL AS DESCRIBED BELOW. AT EDGES OF EACH SHEET TO STUDS,BLOCKING
& PLATES 8d AT 6"OC N 3
STRUCTURAL FILL OR BACK-FILL ATYTERIOR OF EACH SHEET 8d AT 12"OC
1. STRUCTURAL FILL MATERIAL: AT BOUNDARIES OF WALL 8d AT 6"QC OFFICE COPY
I 1
a. SAND AND GRAVEL MIXTURE OR CRUSHED ROCK OTHER WOOD CONNECTIONS
FOOT BALL o b. WELL GRADED FROM COARSE TO FINE WITH LESS THAN 10%BY WEIGHT OF THE MINUS'/"FRACTION PASSING THE NO.200 SEIVE.
FIELD < c. FREE OF ORGANICS,RUBBISH,CLAY BALLS OR ROCKS LARGER THAN 4" 1. FRAMING CONNECTORS:SIMPSON STRONG-TE OR APPROVED.
h 2. PLACE STRUCTURAL FILL IN LOOSE LIFTS,MAXIMUM OF B"IN THICKNESS a. FILL ALL NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER,UNLESS NOTED OTHERWISE.
1 3. COMPACT STRUCTURAL FILL TO A MINIMUM DENSITY OF 95%OF MAXIMUM DRY DENSITY,AS DETERMINED BY ASTM D 1557 b. CONNECTIONS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIP GALV„NIZED.
4. VERIFY ADEQUACY OF STRUCTURAL ALL COMPACTION WITH RANDOM FIELD DENSITY TESTS. c. HAVERS TO DEVELOP BENDING STRENGTH Of MEMBERS,UNLESS NOTED OTHERWISE ON DRAWINGS.
EXIST.DUGOUT 290'+ 5. COMPACT THE STRUCTURAL ALL WITH 5-0"OF RETAINING OR BASEMENT WALLS WITH LIGHTWEIGHT,HANDHELD EQUIPMENT. EXERCISE CARE 2. ANCHOR BOLTS:ASTM FT 554(GRADE 36).
_ TO AVOID DAMAGE TO WALLS. 3. PROVIDE STAINLESS STEEL OR HOT-DIP GLAVANIZED ANCHOR BOLTS,LAG BOLTS,EXPANSION ANCHORS,PLATE WASHERS AND THREADED RODS
IN CONTACT WITH PRESSURE-TREATED LUMBER.
i EXISTING BLDG. FOUNDATIONS 4. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. SEE SHEAR WALL SCHEDULE FOR SQUARE WASHER
(SNACK.HACK) REQUIREMENTS AT SHEAR WALLS.
I. FOUNDATIC.4 SIZES BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF(DEAD+UVE)WITH AN ALLOWABLE ONE-THIRD INCREASE FOR 5. ANCHOR ALL SILL PLATES WITH'AN3"x3"PLATE WASHERS AND WITH A MINIMUM OF 3 ANCHORS PER PIECE.
WIND AND SEISMIC. 6. MINIMUM IZE AND MAXIMUM SPACING OF PLATE OR LEDGER CONNECTIONS:
475'± O NEW PROPOSED 2. PLACE FOOTINGS ON FIRM,UNDISTURBED NATIVE SOIL OR ON STRUCTURAL FILL(SEE"STRUCTURAL FILL"NOTES FOR ADDITIONAL INFORMATION) a. PLATED CONCRETE
THS BASEBALL 3. LOCATE BOTTOM OF FOOTINGS A MINIMUM OF 1'-6"BELOW FINISH GRADE. FOUNDATION WALLS: 1/2"DIAMETER x 10"ANCHOR BOLTAT 4-0"0/C.
BUILDING 4. PRIOR TO PLACEMENT OF CONCRETE,REMOVE ALL DISTURBED SOIL FROM FOOTING EXCAVATION.
5. STEP BOTTOM OF FOOTINGS AT ELEVATION CHANGES AT A SLOPE OF 1 VERTICAL TO 2 HORIZONTAL,WITH A MAXIMUM VERTICAL STEP OF T-0"
STRUCTURAL OBSERVATIONS:
I
CONCRETE REINFORCING STEEL
1. STRUCTURAL OBSERVATION BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE SHALL BE REQUIRED AT THE FOLLOWING TIMES
1. REINFORCING STEEL SHALL BE ASTM A 615,GRADE 60. DURING CONSTRUCTION:NONE REQUIRED UNLESS REQUESTED BY OWNER OR CONTRACTOR.
2. DETAIL,FABRICATE,ANC PLACE REINFORCING IN ACCORDANCE WITH ACI 315,"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"
3. MINIMUM COVER FROM CONCRETE SURFACE TO REINFORCING SHALL BE AS FOLLOWS: INSPECTION:
a. 3"TO BOTTOM OF FOOTING
b. 1 ''A"WALL REINFORCING TO SURFACES EXPOSED TO EARTH OR WEATHER
4. REINFORCING I AP SPLICES TO CONFORM WITH ACI 315"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 1. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1704 OF THE OREGON STRUCTURAL SPECIALTY CODE AND
APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS.
I CAST IN-PLACE CONCRETE
2. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR THE FOLLOWING AREAS
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1. ALL CONCRETE MATERIALS,FORM WORK,MIXING,PLACEMENT,AND CURING SHALL BE IN ACCORDANCE WITH: OF WORK:
a. ACI 301 "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE"
b. ACI 305"RECOMMENDED PRACTICE FOR HOT-WEATHER CONCRETING"AND A. STEEL FABRICATION AND ERECTION.
c. ACI 306"RECOMMENDED PRACTICE FOR COLD-WEATHER CONCRETING"
I 2. CONCRETE MIX DESIGN-UNLESS NOTED OTHERWISE,ALL CONCRETE STRENGTHS SHALL BE:
2,500 PSI FOR FOOTINGS
3,000 PSI ALL OTHER CONCRETE INCLUDING SLABS AND CONCRETE WALLS.
a. UNLESS NOTED OTHERWISE,CONCRETE STRENGTHS SHALL BE OBTAINED AT A MINIMUM OF TWENTY-EIGHT(28)DAYS AFTER PLACEMENT AS
DETERMINED BY LABORATORY-CURED CYLINDER TESTS.
b. NO WATER SHAI L BE ADDED TO THE CONCRETE OTHER THAN THAT REQUIRED BY THE MIX DESIGN APPROVED BY THE ENGINEER OF RECORD.
WATER ADDED AFTrR INITIAL CONCRETE BATCHING SHALL BE SPECIAL INSPECTED.
c. PREPARE MIT(DESIGNS FOR EACH TYPE OF CONCRETE BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS AS SPECIFIED IN
ACI 301.
PARTIAL SITE PLAN d. USE PORTLAND CEMENT TYPE I OR 11;CONFORM WITH ASTM C M. SUPPLY FROM ONE(I I SOURCE.
e. AGGREGATES SHALL CONFORM WITH ASTM C 33 AND BE THOROUGHLY CLEANED AND WASHED PRIOR TO USE,
SCALE:I`=]00'-U' I. REPLACE UP TO FIFTEEN PERCENT 115%1,BY WEIGHT,OF CEMENT WITH FLY ASH. FLY ASH SHALL CONFORM WITH ASTM C 618,CLASS C OR F.
CONCRETE MIX STRENGTH DATA SHALL BE PROVIDED.
g. CONCRETE EXPOSED TO WEATHER SHALL HAVE 5%,+/-1%AIR ENTRAINMENT,BY VOLUME,AND SHALL CONFORM WITH ASTM C 350.
EXISTING UTILITIES AND FACILITIES: GENERAL ARCHITECTURAL NOTES: 3. CONCRETE MIX PROPORTIONS p -�
a. PROPORTION ACCORDING TO ACI 18"BUILDING CODER REQUIREMENTS R STRUCTURAL I. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING I. ALL STREET,WATER,SANITARY SEWER AND STORM DRAINAGE IMPROVEMENTS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS 3 EQ FOR UCTU L CONCRETE" = m
POTENTIAL UTILITY CONFUCTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE OF CITY OF TIGARD AND THE 1990"OREGON STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION. IMPROVEMENTS WILL BE b. SUBMIT MIX DESIGNS,COMPLETE WITH STATISTICAL BACKUP,FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. ( , U
MODIFICATION IS NECESSARY,CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO CONSTRUCTION. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO INSPECTED DURING CONSTRUCTION BY CITY OF TIGARD, THE OREGON DEPARTMENT OF TRANSPORTATION,THE DEVELOPER,THE 4. a.SAMPLING
CON ,AND TESTING OF CONCRETE v c/)
EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. DEVELOPER'S ENGINEER AND A TESTING LABORATORY FOR THE PURPOSE OF ACCEPTANCE. a. CONCRETE COMPRESSIVE STRENGTH Of LABORATORY CURED CYLINDERS SHALL BE TESTED AFTER THE SPECIFIED PERIOD OFTWENTY-EIGHTw Q
128)DAYS AS NOTED.
2. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS _
b. SAMPLE,CURE,AND TEST CONCRETE CYLINDERS ACCORDING TO APPLICABLE ASTM SPECIFICATIONS.
NECESSARY TO SUPPORT,MAINTAIN,OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACIURES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO LEAVE 2. SPECIFICATIONS SHOWN ON THE PLANS ARE"SHORT FORM"AND ARE SUPPLEMENTAL TO,BUT DO NOT REPLACE,THE REQUIREMENTS OF CITY =
c. ACCEPTANCE OF COMPRESSIVE STRENGTH TEST RESULTS SHALL BE GOVERNED BY ACI H D m
CHAPTER 5. ENERGY COMPLIANCE
M P L(ANC E
EXISTING FACILITIESINANEQUAL ORBEAER-THAN-ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER. OFTIGARD STANDARD SPECIRCATIONSAND DRAVJINGS". THE CONTRACTOR ISENCOURAGED i008TNNACOPY FROM CITY OFTIGARD. d. TEST AMINIMUM OF(3)CONCRETE TEST CYLINDERS FOR EACH l00CU.YARDS OREACHDAYOFPOUR,FOR EACH CONCRETE STRENGTH �
3. UTILITIES,OR INTERFERING PORTIONS OF UTIUTIES,THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPUSH TABLE N 1101 .1 1
THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. 3. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY CITY OF TIGARD. RATING. TEST(I I CYLINDER AT 7 DAYS,AND(2)CYLINDERS AT 28 DAYS.
4. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS,MAILBOXES,FENCES,LANDSCAPING,ETC.,AS REQUIRED TO AVOID DAMAGE DURING CONSTRUCTION AND TO 5. CHAMPER EXPOSED CORNERS'/",UNLESS NOTED OTHERWISE. PRESCRIPTIVE ENVELOPE REQUIREMENTS"
REPLACE THEM TO EXISTING OR BETTER CONDITION. 4. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBLIC AND/OR PRIVATE AGENCIES HA`1NG JURISDICTION. FRAMING LUMBER ~ z
5. CONTRACTOR TO NOTIFY CITY OF TIGARD AND ALL UTILITY COMPANIES MAXIMUM ALLOWABLE WINDOW AREA: NO LIMIT
EXCAVATION,GRADING AND CONSTRUCTION: LUMBER SPECIES:DOUGLAS FIR-LARCH(HEMLOCK-FIR FOR PRESSURE TREATED MATERIAL),GRADE LUMBER ACCORDING TO RULES OF WEST WINDOW CLASS: U =0.35
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF START OF CONSTRUCTION, AND COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 757.541 TO 757.571. 1. COAST LUMBER INSPECTION BUREAU INCUBI,MUD,DUST OR DEBRIS. 2LUMBER GRADES: EXTERIOR DOORS: U =0.70
.
2. STRIP WORK UNITS,REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL TREES,BRUSH AND DEBRIS ASSOCIATED WITH 6. ALL MATERIALS AND WORKMANSHIP FOR PUBLIC FACILITIES SHALL CONFORM TO CITY OF TIGARD STANDARD CONSTRUCTION SIZE CLASSIFICATION GRADE WALLS ABOVE GRADE: R-21
CLEARING,STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. SPECIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER,CONSTRUCTION OF ALL PUBUC FACILITIES SHALL BE DONE BETWEEN 7:00 A. WALL STUDS N0.2 FLAT CEILING: R-21
3. IMMEDIATELY FOLLOWING ANE GRADING OPERATIONS,COMPACT SUBGRADE TO 95%OF MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD. SUBGRADE A.M.AND 6:00 P.M. 38
D. JOISTS NO.1
MUST BE INSPECTED AND APPROVED BY ENGINEER PRIOR TO PLACING EMBANKMENTS OR BASE ROCK. E. BEAMS NO.1
4. FILLS SHALL BE CONSTRUCTED IN C LIFTS. EACH LET SHALL BE COMPACTED TO 95%OF MAXIMUM DRY DENSITY PER AASHTO 1-180 TEST METHOD. 7. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES,WARNING SIGNS AND TRAFFIC CONES PER CITY,COUNTY AND ODOT SLAB FLOOR EDGE INSULATION: R-10 x 2'-0"
5. CRUSHED ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02630 BASE AGGREGATES),OSHD STANDARD SPECIFICATIONS. COMPACT TO 95%OF REQUIREMENTS INACCORDANCE WITH THE MUTCD IINCLUD'NG OREGON AMENDMENTS). ACCESS TO DRIVEWAYS SHALL BE MAINTAINED F. POSTS N0.1
( AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. G. BLOCKING,PLATES,BRIDGING STANDARD OR BETTER OR STUD GRADE
MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD. 3. MAXIMUM MOISTURE CONTENT:19%AT 3X OR LESS(LEAST DIMENSIONS)MEMBERS.
6. UNLESS OTHERWISE SHOWN,6-INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT AND STREET GRADES. 8. 1HECONTRACTORSHALLMAINTPJNCNECOMPLETESEfOFAPPRUVEDDRAWINGSONTHECONSTRUCTIONSITEATALLTIMESWHEREONHE 4. PROVI DE SOLID BLOCKING ISAME DEPTH OF MEMBER)AT ALL POINTS OF BEARING(MAXIMUM SPACING OF 6-4-O.C.)AT JOISTS WITH A5:1OR
7. CONTRACTOR SHALL STAMP THE CURBS WITHAS"WHERE SEWER LATERALS ARE LOCATED. WILL RECORD ANY APPROVED DEVIATIONS IN THE CONSTRUCTION FROM THE APPROVED DRAWINGS,AS WELL AS THE STATION LOCATIONS GREATER DEPTH-TO-THICKNESS RATIO OR WHERE I EDGE OF JOIST IS NOT ATTACHED TO SHEATHING,WALLBOARD,BRACING,ETC. FROM TABLE 502.1.1
8. ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO SECTION 00745(ASPHALT CONCRETE PAVEMENT),OSHD STANDARD SPECIFICATIONS FOR STANDARD DUTY AND DEPTHS OF ALL EXISTING UTILIT ES ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHALL BE KEPT UP TO DATE AT ALL TIMES AND SHALL 5. PLATES AND LEDGERS:
A
MIX. ASPHALT CONCRETE PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF 91%OF MAXIMUM DENSITY AS DETERMINED BY THE RICE STANDARD METHOD. A AVAILABLE FOR INSPECTION BY THE ENGINEER UPON REQUEST. A. PLATES AND LEDGERS USED IN INTERIOR CONDITIONS(LUMBER AND FASTENERS ARE INSIDE OR CONCEALED BY MOISTURE BARRIER,
9. ALL PLANER AREAS SHALL BE BACKFILLED WITH APPROVED TOP SOIL,MINIMUM 8-INCHES THICK.STRIPPING MATERIALS SHALL NOT BE USED FOR PLANTER BACKHLL. ROOFING,ETC.)AND IN CONTACT WITH CONCRETE OR MASONRY ARE TO BE SEPARATED FROM CONCRETE OR MASONRY BY USE OF A
10. ALL EXISTING OR CONSTRUCTED MANHOLES,CLEANOUTS,MONUMENTS,GAS VALVES,WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH 9UPON COMPLETION Of CONSTRUCTION OF PUBLIC FACILITIES,CONTRACTOR SHALL SUBMIT A CLEAN SEF OF HELD RECORD DRAWINGS MOISTURE BARRIER MEMBRANE SUCH AS W.R.GRACE-VYCOR,45-LB.ROOFING PAPER,OR SIMILAR. USE STANDARD OR NOF)-PRESSURE
.
FINISH GRADE OF THE PAVEMENT,SIDEWALK,LANDSCAPED AREA OR MEDIAN STRIP WHEREIN THEY UE. TREADED CUMBER. w
11. GRADING SHOWN ON THE DRAWINGS IS CRITICAL TO FUNCTIONING OF DRAINAGE SYSTEM AND SHALL BE STRICTLY FOLLOWED. CONTAINING ALL AS-BUILT INFORM,\T ON TO ENGINEER FOR SUBMITTAL TOTHE CITY. B. PLATES AND LEDGERS USED FOR EXTERIOR CONDITIONS(EXPOSED TO EXTERIOR ENVIRONMENT IN ANY CIRCUMSTANCE)TO BE PRESSURE z to
10. THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND PRIOR TO FINAL PAYMENT WHERE REQUIRED BY PUBLIC AND/OR PRIVATE TREATED. O L.Li
MECHANICAL NOTES: AGENCIES HAVING JURISDICTION. w Q
THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL,PLUMBING,FIRE SPRINKLER,MACHINERY,AND ASSOCIATED
PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION11. THE CONTRACTOR$;TALL TAKE EXTREME CARE TO PRESERVE EXISTING IMPROVEMENTS,VEGETATION,PROPERTY CORNERS,BENCH MARKS T Z
(SMACNA),OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS,SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON,AND AND CONSTRUCTION STAKES. PROJECT SUMMARY:
SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. . NEW HIGH SCHOOL BASEBALL BUILDING
12. EACH SUB-CONTRACTOR (OR THE GENERAL CONTRACTOR WHEN HE IS PERFORMING SPECIFIC PORTIONS OF THE WORK IS CONSIDERED A 9000 SW DURHAM RD.TIGARD OR,97224 >_ JOB No.
SPECIAUST IN HIS RESPECTIVE FIELD AND SHALL,PRIOR TO PERFORMANCE OF WORK,NOTIFY THE GENERAL CONTRACTOR AND BUILDING . BUILDING AREA: J 14304
OWNER OF ANY WORK CALLED OUT ON THE DRAWINGS IN HIS TRADE THAT CAN NOT BE FULLY GUARANTEED OR THAT DOES NOT MEET
CURRENT LOCAL BUILDING CODES. Ist.FUR.:800 SQ.FT. S DRAWN CHECKED
2nd FIR.: 800.Q.FT.
13. DIMENSIONS ARE FROM THE FACE OF STUD AND OR CONCRETE OF IIF INDICATED)FROM THE CENTER LINE OF STUD.ONLY DIMENSIONS TOTAL: 1600 SQ.FT. O DM SR/DH
MARKED'CLEAR'ARE FROM FACE OF FINISH MATERIAL.
TAX LOT ID: 2S 114AAOOI00 DATE
14. EACH SUB-CONTRACTOR MUST REFER TO DIAGRAMMATIC PLANS AND SECTIONS AND MUST COORDINATE THEIR WORK WITH ALL TRADES TO . PROPERTY ACCOUNT ID: R5172M 1 2. 18.2014
AVOID CONFLICTS.
LOT SIZE: ACRES:43.20 Lu
• ZONE: R-4.5 REVISIONS
15. STEEL ROOF OVER ROOF UNDERL AYMENT,PER ROOFING MANUFACTURER,REFER TO ROOFING MANE INSTALLATION DETAILS AND NOTES. V) 1. V/E&STAIR LOCATION 04.15.2015
APPLICANT NAME:TIGARD-TUAT ATIN SCHOOL DISTRICT
16. GYPSUM BOARD TYPICAL.FINISH&PAINT(PER OWNER). ATIN.:PHIL WENTZ 503-431-4017 5
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17. INSULATION AND VENTING,PER CODE
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0 18. WATER PROOFING AND FLASHING ARE BY CONTRACTOR AND NOT THE RESPONSINUTY OF HAYDEN CONSULTING ENGINEERS. rY SHEET
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5 3' - 0" 7' - 0" Interior Doors I I II II :I II II II II II II II II
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6 2' - 6" 6' - 8" Interior Doors J UPI
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_ 7 3' - 0' 7 - 0" Intericr Doors
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Window Schedule 2
Mark Width Height Operation Comments 5'- o"
1 4' - 0" 1' - 6..
5 4' - 0" 1' - 6"
6 4' - 0" 4' - 0"
8 4' - 0" 4' - 0"
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9 2' - 0" 4' - 0" y
10 2' - 0" 4' - 0"
11 2' - 0" 4' - 0"
12 4' - 0" 4- - 011 _
13 4' - 0" 4' - 0" n Level 1
14 4' - 0" 4' - 0" - I 1/4" = 1'-0"
15 4' - 0" 4' - 01'
16 4' - 0" 4' - 0"
17 4' - 0" 4' - 0"
18 4' - 0" 4' - 0"
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@PERIMETER �W REVISIONS
V
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3 ROOF FRAMING 4 SECTION
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I�L DBL. BALLOON FRAMED STUDS PER PLAN w
' ^ REVISIONS
2x6 STRCNG BACK EA. DBL.STRONG BACK AT MIDDLE STRINGER
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2x12 W/ (2) 1 O @ 12"O/C,TYP. NOTCHED 2x12 STRINGER
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