15757 SW 74TH AVENUE BLDG D cm) A Cn i%L ' Nolcollm
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j,)25 S.W. Center St. -- I ;�rd, Oregon 97223
Phone: 503 620-2086
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Fax: �503� 684-3636
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CONCRETE CONCRETE - cm. NAILING SCHEDULE _ INFORMATION ,
GENERAL` �4�T1� SEINFORCiNG MATeRfALS _ASTM CONNECTION: -
I. ALL CAST .- IN PLACE CONCRETE SHALL MEET OR C-94-14 I. DEFORMED REINFORCING BARS: GRADE 6r0, UNLESS OTHERWISE A - 615 BRIDGING TO JOIST TOE NAIL EACH END --2 - 8d
EXCEED THE MINIMUM REQUIREMENTS SET FORTH IN THE INDICATED. P x 6" SUB-FLOOR OR LE55 TO EACH JOIST, FACE NAIL 2 - ad Qmm APPLKrA[VT� • �(
AMERICAN SOCIETY OF TESTING AND REQUIREMENTS SET 2. WELDED WIRE FABRIC A - 185 WIDER THAN P x 6" SUB-FLOOR TO EACH ,InIST, FACE NAIL-- 3 - 8d
FORTH IN THE AMERICAN SOCIETY OF TESTING AND MATERIALS. 3. LAP ALL BARS A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) 2" SUB-FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2 - 16d JIM CASTILE (OUNER /APPLICANT) NIC0j_1 ENGINEERING, INC.
2 MINIMUM COMPRESSIVE STRENGTH * 28 DAY SHALL BE: AT ALL. SPLICES UNLESS NOTED OTHERWISE. BOLE PLATE TO J018T OR BLOCKING, FACE NAIL Ibd + 6" O.C.
- SLABS ON GRADE: -- -2500 10811. 4. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL TOP PLATE TO STUD, END NAIL 2 - 16d 8100 S.W. DURHAM RD. 9025 S.W. CENTER ST.
BE STAGGERED. STUD TO SOLE PLATE, TOE NAIL 4 - 8d TIGARD, OREGON 9'7224 TIGARD, OREGON 9'1223
STEM WALLS: -2500 pet
• RETAINING WALLS: 5. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DOUBLE STUD, FACE NAIL 16d a 24" O.C. (5013)620-2086
DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE DOUBLE. TOP PLATES, FACE NAIL- 16d * 16" O.C. CONTACT . JAMES D. ANDREWS
STEM WALLS: 3000 pal SHALL BE MAINTAINED TOP PLATES, LAPS AND INTERSECTION15, FACE NAIL 2 - lbd
- FOOTINGS: -3000 -81 UNLESS NOTED OTHERWISE: CONTINUOUS HEADER TOW PIECES
p 16d A 16" O.C.
SLABS ON EARTH-- - 2" ALONG EACH
3. THE MAXIMUM 51ZE AGGREGATE SHALL BE 3/4". CONCRETE BELOW GRAD, FORMED OR EXPOSED TO WEATHER 1 1/2" EDGE
4. THE MAXIMUM SLUMP SHALL BE 5" AT THE TIME OF PLACEMENT. CONCRETE BELOW GRAD, UNFORMED (POURED AGAINST EARTH) 3" CONTINUOUS HEADER TO STUD, TOE NAIL 4 - 8d
5. READY - MIX G-94 CONCRETE NOT EXPOSED TO EARTH OR WEATHER- CENTER OF CEILING JOISTS TO PARALLEL RAFTERS, FACE MAIL 3 - 16d
6, NO PIPE'S OR DU(. . ARE TO BE PLACED IN CONCRETE SLABS OR SLAB I" x 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2 - 8d
WALLS UNLE55 SPi=CIFIC'ALLY DETAILED. 6. MINIMUM DISTANCE BETWEEN REINFORCING BARS SHALL BE 1.5 TIMES WIDER THAN 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL 3 - 8d �� �NFORMA'BION .`lose.
1. ANCHOR Bnl-TS, iDOWELS, INSERTS, ETC., SHALL BE SECURELY TIED THE MAXIMUM SIZED AGGREGATE. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2 - 8d •••••• ••,•
IN PLACE PRIOR TO THE DURING OF ANY CONCRETE OR GROUND. 1. WELDING OF STEEL REINFORCING BARS SHALL BE PERMITTED ONLY16d * 24" O.C.
8. JOINTS: LOCATE AND INSTALL. CONSTRUCTION, ISOLATIOrr, AND BUIL1-I.iP CORNER STUDS ------
UPON WRITTEN CONSENT OF THE ENGINEER IF WE' DIN', IS PERMITTED BUILT-UP GIRDER AND BEAMS 16d • 32" O.G. •••' °
...... ..
ADDRESS: - 15757 S,:J '14th ANE PROPOSED USL�:-TOILET ROOM ADDITION •
CONTROL JOINTS AS INDICATE,,:) OR REQUIRE-t). OF REINFORCING STEEL SHALL CG`N'=ORM TO AWSD 1.4 USING At TOP AND BOTTOM BTAGCsERED 2 - 20d +� ENDS loss•
9. CONCRETE PLACEMENT: COMPLY WITH ACI 304, "GUIDE FFOR MEASURING, PROPER LOW HYDROGEN ELECTRODES. REINFORCING STEEL TO BE AND EACH F3UILDING C� • • •• •
.. •
MIXING, TRANSPORTING, AND PLACING CONCRETE," FUR PLACING WELDE;7 SHALL EITHER BE ASTM A-I06, 60,000 pet YIELD POINT, OR SPLICE
0 ••,• •
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CONCRETE IN A CONTINUOUS OPc?RATION WIT;-;N PLANNED JOINTS OR MILL TESTS SHALL BE REQUIRED TO DETERMINE CARBON EQUIVALENT 2" PLANKS- -2 - IbCURRENT ZONING.d � EACH • _ ••_
. .
SECTIONS. DO NOT BEGIN CONCRETE °'LACEMENT UNTIL OTHER SUITABLE FOR WELDING TACK WELDING OF REINFORCING STEEL IS NOT � BEARING •• '•
AFFECTED WORK IS COMPLETED. PERMITTED. CURRENT USE: NONE '°•"'
JOISTS OR RAFTERS TO SIDE OF STUDS, TOE NAILS EACH SIDE 2 - IOd LEGAL DESCRIPTION:---TAX MAP: 251120C I •
• CONSOLIDATE PLACED CONCRETE USING MECHANICAL S. ALL REINFORCING STEEL TO BE TIED IN PLACE PRIOR TO CONCRETE BLOCKINGBETWEEN JOIST OR RAFTERS TAX LOT: 1500 •••• •
TS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END SDR: 2002- .•....
O JOIS -2 - 10d ,00004 (PEND1146) '
VIBRATING EQUIPMENT WITH HAND RODDING AND TAMPING PLAGEMEi"dT. •"•• ' �) r +•
•e
SO THAT CONCRETE IS WORKED AROUND REINFORCEMENT ANDTO
JOISTS OR RAFTERS BEARINGS - TOE NAILS, EACH SIDE
OTHER EMBEDDED ITEMS AND INTO FORMS.
- -- TOE
- PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED BLOCKING BETWEEN STUDS EACH ENDNAILS 2 - I0d 2 - Ibd =
STRENGTH DUE TO WEATHER EXTREMES DURING MIXING, RIBBONS TO STUDS
PLACING, AND CURING. ONE (1) - INCH RIBBONS 2 _ 8d
IN COLD WEATHER COMPLY WITH AGI 306 TWO (2) - INCH RIBBONS 3 - Ibd
+I IN HOT WEATHER COMPLY WITH AGI 305 NOTE: WHERE NAILING SCHEDULE AND INFORMATION GIVEN ELSEa4ERE IN THE CONTRACT
i 10.FINfSH OR FORMED SURFACE: AS FOLLOWS: DO NOT AGREE, THE MORE STRINGENT NAILING REQUIREMENT SHALL APPLY. TABLE OF CONTENTS
1 . SMOOTH-FORMED FINISH: PROVIDE A SMOOTH FIN15H FOR :ONCRETE
SURFACES EXPOSED TO VIEW AND SURFACES TO BE COVERED WITH
A COATING OR COVERNG P:ATERIAL APPLIED DIRECTLY TO
�1 CONCRETE. REPAIR AND PATCH DEFECTIVE AREAS, WITH FINS C8 GENERAL INFORMATICN
AND OTHER PR,'ECTIONS COMPLETELY REMOVED AND SMOOTHED, WOOD FRAMING �•
11. MONOLITHIC SLAB FINISHES: AS FOLLOWS:
DESIGN CRITERIA
GS COVER SHEET / SPECIFICATIONS
FLOAT FINISH: APPLY FLOAT FINISH TO MONOLITHIC 51 AB SURFACES 1. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS, SOIL BEARING PRESSURE: 1500 p.e.r. (ASSUMED) 10 SITE INFORMATION
' TO RECEIVE TROWEL FINISH WHEN SURFACE WATER HAS D15APPEARED SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH (12) 16d MINIMUM EACH SIDE PROSECT:
AND WHEN CONCRETE NAS STIFFENED SUFFICIENTLY TO PERI"IIT OF JOINT,
OPERATIONS OF Fr." JER - DRIVEN FLOATS. CONSOLIP�ATE SURFACE BASIC WIND SPEED: 80 MPH 1.1 SITE PLAN ~^-
r 2. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/lro" LARGER THAN THE NOMINAL BOLT
EXPOSURE B BUILDING; 'D'
• WITH POWER-DRIVEN FLOATS LE 6Y HAND FF(F) IN(. CHECK AND DIAMETER ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND 2.0 BUILDING PLANS, ELEVATIONS t SECTIONS _ -gyp
LEVEL SURFACE PLANE TO TOLERANCES OF F(F) 18 (FLOOR FLATNESS) NUT UNLESS NOTED OTHERWISE. RESTROOM fIOOM ADDITION
CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. UNIFORMLY SLOPE SEISMIC ZONE: 3
SURFACES TO DRAINS. IMMEDIATELY AFTER LEVELING, REFLOAT 3. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. 2ND FLOOR: DL - 15 LL - 40 22 RESTROOM ADDITION PLANS FOR
R!"
SURFACE TO A UNIFO ', SMOOTH GRANULAR TEXTURE.
TROWEL FINISH: TROWEL FIN15H FOR SLABS SHALL BE A SMOOTH BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER. ROOF: DL - 15 LL - 25 74th AVE.
FINISH. TROWEL AND FINE BROOM FINISH: APPLY TROWEL FINISH, 4. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING INDUSTRIAL PARK
THEN IMMEDIATELY FOLLOW WITH SLIGHTLY SCARIFYING SURFACE BY AND ROOF. FIRE STOPS SHALL BE 2x'5 NOMINAL THICKNESS OF WOOD AND SHALL
FINE BROOMING. EXPOSED AGGREGATE FINISH: FINE AGGREGATE BE 2x'S NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE
CONSISTING OF NATURAL STONE MOST OF WHICH WILL PASS A 3/8" ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-.a" IN THE 74th AVE.
SIEVE. USE ACID BOND BREAKER IN STRICT ACCORDANCE WITH VERTICAL DIRECTION. PROVIDE 2x FIRE STOPS IN ALL FURRED SPACE:3,
MANUFACTURERS INSTRUCTIONS, THOROUGHLY RINSE AT THE VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACE OF 8'-0" IN EACH BUILDING INFORMA110N INDUSTRIAL PARK
APPROPRIATE TIME, THOROUGHLY RINSE AT THE APPROPRIATE TIME. DIRECTION AND AT THE SAME LINES.
THOROUGHLY DRY, AND APPLY AN APPROPRIATE SEALANT FOR CURING. CITY OF TIGARDk 12. CURING: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE 5. ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, BUILDING CODE: 199'7 U.B.C. W/ OREGON AMENDMENTS
DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY, 1-1-45TER, ETC. Approved..........................................................(24- 15757 S.W. 74th AVE.
CONSTRUCTION TYPE: V N Condttiona ly Approved.-.... ..............................( ):
AND WINDY WEATHER, APPLY AN EVAPORATION - CONTROL COMPOUND For only the wo as :1o7 ribed in: TIGARD, OREGON
6. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED B`t' A REGISTERED STAMP OR PERMIT he �Z� --
ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER SCREEDING AND BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION.
BULL FLOATING, BUT BEFORE POWER FLOATING AND TROWELING. Soo Lattorto:Fall .........................................( )L:
Attach ..�t .. ..........`... �•j�
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- BEGIN INITIAL CURING AS SOON AS FREE WATER DISAPPEARS FROM 1. PLYWOOD FOR ROOF SHEATHING SHALL BE CDX. USE EXTERIOR TYPE MINIMUM
- EXPOSED SURFACES. APPLY MEMBRANE-FORMING CURING COMPOUND C-C GRADE, WHERE PLYWOOD IS EXPOSED TO WEATHER PLYWOOD FOR FLOOR Aly _JaIa._ '�-_ Date: 5/15/02
` TO EXPOSED INTERIOR SLABS AND TO EXTERIOR SLABS AND WALKS SHEATHING SHALL BE CDX. ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR
AS SOON AS FINAL FINISHING OPERATIONS ARE COMPLETE, APPLY TYPE GLUE. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD I Scale:
UNIFORMLY ACCORDING EA MANUFACTURER'S O DIRECTIONS. RECOAT P5 1_74. DEFERRED PERMITS �J Drawn b
AREAS SUBJECTED TO HEAVY CONTINUITY OF COATING= AND REPAIR VICINITY MAP r JDA I
DAMAGES DUFFING CURING PERIOD. 8. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED Checked by: ENK
13. SUBMIT MIX DESIGN TO ARCHITECT AND ENGINEER AT LEAST 14 WORKING DOUGLAS FIR ELECTRICAL Job No.: 020408
DAYS PRIOR TO FIRST SCHEDULED CONCRETE PLACEMENT. SUBMIT MIX S. STRUCTURAL MEMBERS SHALL NOT BE CUT PIPES, ETC., UNLESS SPECIFICALLY
DESIGN FOR EACH TYPE OF CONCRETE TO BF USED ON THE PROJECT. DETAILED. Drawing No.: COVER
MECHANICAL
INCLUDE: BOTH WEIGHTS, MANUFACTURER, MAXIMUM WATER / CEMENT BONITA --
RATIO, MANUFACTURE PRODUCT AND WEIGHT PER CUBIC YARD FOR 10.CROSS BRIDGING SHALL BE FROVIDED AT V-0" 0/C MAXiMUM FOR ALL JOISTS PLUMBING
FIBROUS REINI=ORCEMEN r AT 5L455. AND RAFTERS MORE THAN 8" DEEP. ri
14. TESTING, AND ANALYSIS OF CONCRETE WILL BE PERFORMED BYJ
OWNER'S TESING LAB. TESTINCs FIRM TO TAKE CYLINDERS AND If. ALL PLYWOOD NAILS SHALL BE COMMON ONLY, ALL OTHER NAILS SHALL BE
PERFORM SLUP TESTS DURING CYLINDER TAKING V61TS, PER COMMON OR GALVANIZED BOX. NAILING SHALL BE PER CHAPTER 25 OF THE J
ASTM 5'TANDARDS. CONSTRICTOR TO PERFORM SLUP TESTS WHEN UNIFORM BUILDING GODS.
TESTING FIRM IS NOT ON SITE.
12. ALL. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES
rIA ERIALS ASTM CONFORMING TO THE 5TANDARD GRADING RULES FOR WEST COAST LUMBER, SYMBOL S.W. DURHAM ROAD
1. CEMENT SHALL BE PORTLAND CEMENT, TYPE I OR 11, LOW ALKALI. C - 150 NO. 16 UNLESS NOTED OTHERWISE:
2. AGGREGATES SHALL BE NATURAL SAND AND ROCK. C - 33 RAFTERS, JOISTS, PLATES- NO, 2 1250F. „n Po SUBMITTALS
3. WATER SHALL BE POTABLE. BEAMS AND STRINGERS -- NO. I 1300F. -
4. ADMIXTURES: PROVIDE ADMIXTURES THAT CONTAIN NOT MORE THAN POSTS AND TIMBERS--- - --NO. I 1200F. TIGARD � DURHAM 5-15-02 PERMIT 5U5MITTAL
0.1 PERCENT CHLORIDE IONS. 2 x 4 JOIST AND RAFTERS---- - -NO. 2 1450F. DETAIL / DRAWING NUMBER HIGH SCHOOL 4
- AIR-ENTRAINING ADMIXTURE: USE AIR-ENTRAINING ADMIXTURE _ 2F�0 STUDS, BLOCKING, STRIPPING -- ---- STUC GRADE. SCHOOL i� �g Al 6-28-02 PERMIT REVIEW
IN EXTERIOR EXPOSED GONGR1=Tf;', PROVIDING NO LESS THANr X-DETAIL / DRAWING NAME U.S.A.
4.5 PERCENT NO MORE THAN 7 PERCENT AIR FOR CONCRETEG
i
13. WOOD STUDS MAY BE NOTCH�D TO A DEPTH OF 259 OF WIDTH MAXII"IUM, EXCEPT ,/ TREATMENT O
INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 40% OF WIDTH MAXIMUM.
EXPOSED TO FREEZING AND THAWING, AND FROM 2 PERCENT / f-LANT
70 4 PERCENT FOR OTHER CONCRETE. 14. STUDS MAY BE BORED TO 40% OF WIDTH MAX. EXCEPT INTERIOR NONBEARING f
W,4TER-REDUCING, RETARDING, AND ACCELERATING CHEMICAL C - 49 STUDS WHICH MAY BE BORED TO 6090 MAX. WHEN EACH BORED STUD IS DOUBLED SEC710N
5. REL4TED MATERIALS: A5 ;FOLLOWS: WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS. r3
- �� --- '-
- VAPOR BEARIER AS PER ARCHITECTURAL SPECIFICATIONS. C - 309 15. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE 1/2" - r-0" Built OuNsr o
- MEMBRANE-FORMING CURING COMPOUND: TYPE I MOISTURE EDGE OF A STUD. �•
LOSS NOT MORE THAN 0.55 KG/SQ, METER WHEN APPLIED �'" DOVER SHEET
Al 200 SQ.FT/GAL. \ SCALE
- EVAPORATION CONTROL: MONY-10LECUL,4R FILM-FORMING COMPOUND BUILDING AND SITE PERMIT SUBMITTAL SHEET
APf=LIED i0 EXPOSED CONCRETE SLAB SUW-ACES FOR TEI"IPORARY
PRC")TEGTION FROM RAPID MOISTURE LOSS. -'
-SHEET NUMBER 74th Ave 81dQ D, 1s7s7
E3 U P2002-0026
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1
-- �� t TIGARD, OREGON
REFER TO PERMIT DOCUMENTS D
FOR REMODELED OFFICE / ate 5/15/02
SHOP BUILDING: FOR RA�-1P Scale: AS SHOWN
EXISTING 12" STO14" DRAIN LINE
INFORMATION AND 1=0R
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APPROVED PATH CONSTRUCTION
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9025 SA Ceh'L�r St. - Tiyui d, Oregon 97223
_'--r_XTG. SIDING
CONTRACTOR TO REMOVE EXISTING
SIDING AND ATTACH METAL FLASHING Phone: (503) 620-3636
TO EXIATING BUILDING "D" SIDING WILL ;p 6" NEW S Fax: 1150315 6E4-3636
THEN BE PLACED OVER FLASHING E RASED PA EC 7 .
CONTRACTOR TO ATTACH METAL �1E*Al_ ROOF PANELS
EXISTING BUILDING FLASHING TO ROOF BEFORE METAL_ "----
"D" EXTERIOR WALL ROOFING 13 ATTACHED. - EXISTING EXTERIOR
,� WALL BdILDING "D"
/� ,D PROF :-,
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-2 x 8 RA'-TFRS R-21 INSULATION ;-1/2" CDX PLYWG.
24" O.C.:. � 2 x 8 RAFTERS / c,I N
_ + 24" O.C.
NEW RASED RIBBED PROVIDE ELECTRIC WALL
METAL ROOF PANELS HEATER FOR FREEZE PROTECTION
--DOUBLE TOP lE -_.
--- �_ -� - _ -NEW GUTTERWNW OLL`hqY 18,19�'b J
2 x 4 NAILER FOR_X x 4 NAILER FOR r _� N. K
GYPSUM CEILING U GYPSUM CEILING `-DOUBLE --'�
R-13 IN5 LATION 4 R-21 INSULATION TOP tE
I 1/2" GYP'3UM 2 x 4 6 16" O.C. 1/2" GYPSUM ,--R-13 INSULATION / lJ
i Ilf
BOARC /
BOARD
2 x 4 16" O.C. ANN
a
RIBBED Ml=TAL SIDING N
TO MATCH EXISTING
PLl"I.000D �-_-I/2" PLYWOOD
rf
VAPOR BARRIER ��-VAPOR BARRIER J
' PRE56UIRE TREATED SILL PRESSURE
/-SHEET VINYL 4" RUBBER I TREATED SILL _
FLOORING BASE BOARD 1/2"0 ANCHOR BOLTS 1/2"4 ANCHOR BOLTS „
_ a 4'-0" O.C. W/ 7" 0 4'-0" C.C. W/ "1" ••••
MIN. EMBEDMENT - MIN. EMBEDMENT ••••e• •'e e ,.
- `'' s::,+'s�•C: d .•e ♦• !,. �I,* '' •ecce• ee ,
�_- STEEL REINFORCING-,_ a 5'- I/2" •
4 . MESH 6 x 6 10/I0 0#00
ee . . . ..
WELDED W'RE MESH
12" l3) "4 REBAR I I2" 2 ••••• •••• ••
TYP. TO BE PLACED IN THE ,
CENTER OF SLAB. �(3) 04 REBAR - • e e••
••ecce
be
TYP. be 00
2 SECTION 1 SECTION RESTROOM PLAN
1/2" 1'-0" A 1/2" ■ 1'-0" '•
REVISED DIMINSTIONS OF RESTROOM
ti
K
J
Q
I
I
,
DISABLED DETAILS AND NOTES : '
PROJECT:
I BUILDING 'DS
I IF MIN. i'1-19
J
RESTROOM ADDITION
MIN. MIN. FOR
--—ALL EXTERIOR C==== -___ --- 74th AVE.
' FINISHES TO
❑ MATCH EXISTING = INDUSTRIAL PARK
BUILDING D -
1 74th AVE.
`R
8" MIN. INDUSTRIAL PARK
KNEE CLEARANCE MAX.
. 1
i'iINN TOE CLEARANCE b
DEPTH
BUILDING ELEVA110N
D
RESTROOM (A) BACK WALL (A) SPOUT HE GHT AND KNEE CLEARANCE 157- S.W. 74th AVE.
FST'POM AT WEET ESD 1/16"=l'-O"
ADDITION I IGARID, OREGON
54" MIN. 48" MIN. -
12II 42 MIN.
19"
Date: 5/15/02
_ Max:.
0CLEAR FLOOR Scale: AS SHOWN
SPACE Drawn by: DJL.
_ TOILET
PAPER
Checked by: ENK
Job No.: 020408
Drawing No.: REST—ROOM
I r I7 MIN. - -
(B) CLEAR FLOOR SPACE (B) CLEAR FLOOR SPACE
i
D 15A5LED NOTE5
-ALL EXTERIOR �- 3. THE HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER CONTROLS, SUBMITTALS _
1. CONTROLS, OPERATING MECHANISMS AND HARDWARE INCLUDINGs
FINISHES TO DISPENSERS, ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLES
w' SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND
MATCH EXISTING ELECTRICAL CONVENIENCE OUTLETS IN ACCESaiBLE SPACEON WALLS AND OTHER OPERABLE S, ALONG LE EQUIPMENT SHALL BE WITHIN AT LEAST 5-15-02 PERMIT 5U5MITTAL
BUILDING D ONE OF THE REACH RANGE:3 SPECIFIED IN SECTION 1109.2 AND NOT LESS
ACCESSIBLE ROUTES, ORAS PARTS OF ACCESSIBLE ELEMENTS SHALL
RESTROOM COMMUNICATION'S SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED
L' ADDITION COMPLY WITH SECTION 11093.2 OF O.S.3.C. THAN 36" ABOVE THE FLOOR (SECTION 11053.2) 6'2 X PERMIT REYIEIU
2. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON
DOORS, WINDOWS, CABINETS, PLUMBING, FIXTURES AND STORAGE
F,NCILITIEO SHALL HAVE LEVER OR OTHER SHAPE PERMITTING OPERATION
BUILDING "D" ELEVATIONPINCHINGBY WRISt OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING,OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE
SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 POUNDS FORCE. DOORS
FIM M MAT WW BID 1/16"=1'-0" SHALL COMPLY WITH SECTION 1109.9 (SECTION 11OS3.1) - - - -
REST ROOM
SHEET �
2014th Ave Bldq D 15757
1 BUP2002-02-00263
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