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Plans (43) BU P2017 - 00314 Keynotes OFFIECOPY 0 00 0 1. PROVIDE NEW ACCESSIBLE PARKING STALL, AISLE AND SIGN ED - SEE DETAIL 1/A3.2hl...ansalooPowia"aft---., 0 Thifil C , -Th 10 u 1-1 li 0 [In 0 D ' MILDREN DESIGN GROUP, P.0 ARCHITECTURE - SPACE PLANNIN( S 0 C 0 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Sheet Index (503) 244-0552 AO.1 COVER SHEET AND SITE PLAN ED N ils 0 n � A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A3.1 DETAILS A3.2 DETAILS RECEIVED 0777 SW II onilya -Sum Q lliloaro ,ar Ore Q Q DEC 5 201'7 CITY OF TIGARD BUILDING DIVISION Code Analysis Deferred Submittals BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH °DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE il DAR � 2014 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN ) �Q QRESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD Q QQ � crmt ._ ^4 THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING 305. C`) OCCUPANCY AND CONSTRUCTION PER OSSC 304 AND 311 THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN qi WL ,I E t' R. •OCCUPANCY: B/S REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO .'4 I..'i, ,a THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS CONSTRUCTION TYPE: III-B SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL ef DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 4 OF 0.06' NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT FIRE-RESISTANCE RATING COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING r REQUIREMENTS: PER OSSC TABLE 601 � � � I I I I 1 1 1 1 1 1 1 I�� I I I I I I I I I I I I 1 l L_ STRUCTURAL FRAME; 0 HRS. 1. MECHANICAL DESIGN - Client: 2. SPRINKLER - EXTERIOR BEARING WALLS: 0 HRS. 3. PLUMBING = F 1 11111 H IIII 11 I I 111 I 1 1111 J J 111111111 - GLP EXTERIOR NON-BEARING WALLS: 0 HRS. 4. ELECTRICAL DESIGN - - INTERIOR NON-BEARING WALLS: 0 HRS. 5. EGRESS ILLUMINATION - _ FLOOR CONSTRUCTION: 0 HRS. - 6. ROOF CONSTRUCTION: 0 HRS. ; • • • :;,.r;;, • • • • • •Ili FIRE PROTECTION: BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE PROTECTION = SYSTEM IN ACCORDANCE WITH OSSC 903.3.1.1 _ B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT General Notes r �1 I ! IIII ( � _ One SW Columbia-Ste. 950 EXCEED 100'-0" PER OSSC SECTION 1014.3 - Portland, Oregon 97258 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS1 I U I 1 . I I D Q I I I I I 1 U I I I I 300'-0" PER OSSC SECTION 1016.2 NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START Q L I 1111 1111111111 OF WORK. - v I f / / B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. 'o o ' 4I11202:1.o a":241= V Project: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT - S OCCUPANCY: C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF -- / % Proposed EXCEED 10D'-0" PER OSSC SECTION 1014.3 NOT LESS THAN 2-A; 10B FOR EACH 3,000 SQ.FT. OF FLOOR EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED - - / / 25D -D PER OSSC SECTION 1016.2 AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO - E , Tenant 'r EXCEED 75'. WHERE PROVIDED IN CIRCULATION PATH, FIRE I - I / / EXTINGUISHERS SHALL BE PROVIDED IN SEMI-RECESSED _ / ,/, Improvement lent EGRESS ILLUMINATION: PER OSSC SECTION 1006 CABINET. CABINET SHALL NOT PROJECT FROM WALL MORE D _ / �" MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL THAN 4". - • • • • .11 j" • • • I j" • ' • • J BE ILLUMINATED AT ALL TIMES THE BUILDING IS - ✓� OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN _ /, V / THE FLOOR LEVEL. ACCORDANCE WITH N.F.P.A. PAMPHLET #13. (BY SEPARATE 61'k6777 SW Bonita-Suite 140 44 .," 1PERMIT). _ Tigard, Oregon EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 i ...) EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY -_ ILLUMINATE THE PORTION OF THE EXTERIOR EXIT STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING - DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE IS OCCUPIED". - [ I I { I 1111111 I I I I l l I l I l i l i [f I (I Sheet Title: DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR LU = -"C IT. MORE EXITS WITH THE EXIT ILLUMINATION F. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) Building B Cover Sheet SUPPLEMENTED WITH AN EMERGENCY POWER SUPPLY COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO _- 0 9 ' - CAPABLE OF PROVIDING POWER FOR A DURATION OF BE PER ASTM 0840. (ALL OFFICE SIDE OF NEW WALLS) - - - -- - NOT LESS THAN 90 MINUTES PER 0550 SECTION G. LEVEL 2 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, {1) - - - and 1006.3. - - - COAT ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO BEI - - BuldingC - - I goSlte Par PLUMBING FIXTURES PER ASTM C840. (ALL WAREHOUSE SIDE OF NEW WALLS) I = -_ - m OCCUPANT LOAD PER OSSC TABLE 2902.1 H. PROVIDE ADA SIGNAGE AT TOILET ROOMS AND ADA COMPLIANT - _ - - B OCCUPANCY: 804 SF/100 EXIT SIGNAGE. _ - _ - TOTAL OCCUPANTS: 8 PERSONS I. SUSPENDED CEILING TO CONFORM TO OSSC RULING FOR 2014 = - • • • • • • • • • • --=Y= • • , • • - • vim' _ Al 4 MALE, 4 FEMALE OSSC SECTION 1613.1, DATED JULY 1, 2010. = - - ' 1: 1-25 OCCUPANTS FOR THE FIRST 50 J. PROVIDE VAPOR BARRIER AT WARM SIDE OF INSULATION . ) C-" -) t K. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS; m 0 - S OCCUPANCY 21,193 SF/500 DO NOT FURNISH SILENCERS FOR DOORS WITH d - ' ---- ) TOTAL OCCUPANTS: 42 PERSONS WEATHERSTRIPPING OR GASKETING. 7.'IP: Revisions: 21 MALE, 21 FEMALE L. WOOD STUDS AT CONTRACTOR'S OPTION. e 1: 100 M. PROVIDE OUTSIDE AIR PER OCCUPANT PER MECHANICAL CODE. 0jI _.T (BY SEPARATE PERMIT). I - L ' "r - REQUIRED PROVIDED ro N. PROVIDE CONDUIT WITH PULL STRING FOR LOW VOLTAGE FROM p,! LAVATORIES ELECTRICAL ROOM TO TENANT SPACE. - - MALE 1 1 0. PROVIDE HORIZONTAL BLINDS AT ALL EXTERIOR STOREFRONT - - FEMALE 1 1 WINDOWS, MATCH BUILDING STANDARD. - _ Building WATER CLOSETS P. VERIFY POWER AND DATA REQUIREMENTS WITH Ak • MALE 1 1 OWNER/LANDLORD. - - - - Q FEMALE 1 1 Area of Work SINKS 0 1 _ - � \\ MILDREN DESIGN GROUP, P.C., 2017, ALL \, S.W. Bonita Road RIGHTS RESERVED ---'-' C Y OFFICE COPY TESE MH p ENR17 SIGNSGR UP,P C.,ARE THE APNDTAROF NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP. P.C. CITY OFTIGA.RD REVIEWED FOR CODE COMPLIANCE Date: 21 November 2017 APPmved: j j C-A l 1 , Drawn by: Checked by: ElkSite Plan °T�' } Permit#: g 1/7--00,3 iii BK WM No Scale Address: 6777 Su, r3(1_,,,__;IL-c._ Job Number: 117152 Suite#: j 4.n Sheet By: 11 Date: f a-s- J7 Permit Submittal - November 2017 AO. I O C O 8 Legend Keynotes O' 101 NEW DOOR 1. 6'-0" ACCESSIBLE PLASTIC LAMINATE COFFEE BAR WITH STAINLESS STEEL SINGLE BOWL SINK AND UPPERS- SEE 150'-0" © EXISTING DOOR DETAIL 4/A3.2 MILDREN DESIGN GROUP, P.C. 2. ACCESSIBLE RESTROOM - SEE DETAIL 6/A3.1 TYPICAL ARCHITECTURE • SPACE PLANNING 3. CENTERLINE WALL/CENTERLINE MULLION 7650 S.W. Beveland, Suite 120 FEC FIRE EXTINGUISHER IN SEMI-RECESSED CABINET 4. DEMISING WALL - CENTERLINE WALL/CENTER COLUMN 7 8 5. NEW WALL FLUSH WITH EXISTING Tigard, Oregon 97223-8692 A3.1 6. EXISTING TENANT DEMISING WALL (503) 244-0552 i O 4 O O O O O O © O J \ , i S T i i I J I J I I J 1 J 1 1 J I J i I J____1 I O __ - ___ © I_ _ Door Schedule - - - - - J NOMINAL SIZE DOOR FRAME OFFICE MARK WIDTH HEIGHT THICK Type MAT'L FINISH MAT'L FINISH GLAZING HRDW. REMARKS © 102 102 3'-O" 7'-0" 1 3/4" B SC ST MTL FF -- 1 -- A4AA9 I OPEN OFFICE 103 3'-0" 7'-0" 1 3/4" A SC ST MTL FF -- 3 -- 126 S.F. 101 104 3'-0" 7'-0" 1 3/4" A SC ST MTL FF -- 3 -- /100 = 1.26I A4AA9 106 3'-0" 7'-0" 1 3/4" A SC ST MTL FF -- 4 -- B:EXITS 1 ® 1;1 560.17 S.F. 107 3'-0" 7'-0" 1 3/4" A SC ST MTL FF -- 2 -- • 4 /i /100 = 5.6 ;� i B:EXITS 1 oLEGEND FF FACTOR FINISH © I SERVER VMTL METAL A3.1 I006SC SOLID CORE ' A4AA9 ST STAIN 137.12 S.F. 2 I /100 = O. 7 i B:EXITS 1 � � �� A3.1 Door Types t . �" ARC"s O —o fios 2'-0"I t C� I 305. - 0 I -V., e X 8 5 • 'ii,, , �� ,��> r --------� Room Symbol Legend i -CD / / eifA.N (10_/x' to� -- FEC I ROOM NAME 0 I - ° A A3.1 ♦ I / OFFICE ROOM NUMBER Z N °I ROOM AREA/LOAD 101 --'� ROOM O0 FINISH ' ®!glib Y.� \ FACTOR B4BB9�- XXX/100:2 Client: � � M•. NUMBER OF RESTROOM `� B:2 E I \ GLP CO 104 1» , 7» OCCUPANTS 66BB8 6'-4� .'-4 10' 108 ` BREAK RM. ick late where \ Tempered NUMBER OF MIN. CER. r� MIN. CER. / 105 POCCUPANCY GROUP PER 4100 S.F.0.48 C4AA9 A scheduled B relite IBC TABLE 1004.1.2/NUMBER EXITS PROVIDED B:EXITS 1 110.66 S.F. RESTROOM /100 = 1.11 103 B:EXITS 1 B6BB8 Door Hardware II . —'1— ----E3— 47.47 S.F. /100 = 0.47 B:EXITS 1 1 J BUGROTTS 1 BUGROTTS UP 3 One SW Columbia-Ste. 950 LOCKSET (ALWAYS FREE FOR EGRESS) LOCKSET WITH OCCUPANCY INDICATOR Portland, Oregon 97258 STOP CLOSER GASKET GROUP 2 KICKPLATE BUTTS STOP Project: WAREHOUSE LOCKSET (ALWAYS FREE FOR EGRESS) Pro osed 107 CLOSER GROUP 4 xo AJX XX GASKET BUTTS p o 21192.62 S.F. LOCKSET (STORAGE - ALWAYS FREE FOR oar TRAVEL DISTANCE=158-4' — -e� /100 = 211.93 EGRESS) Tenant o ------------------- - - B:EXITS 2 12"x24" VENT IN DOOR 10 Improvement O Finish Schedule ROOM NAME Floor Finish A4BB9 6777 SW Bonita-Suite 140 H + A. CARPET Tigard, Oregon B. SHEET VINYL D C. VINYL COMPOSITION TILE X. EXISTING TO REMAIN Sheet Title: Base Floor Plan Al, 0 NO BASE 4" RUBBER BASE 6" RUBBER BASE Wall Finish A. GYPSUM BOARD AND PAINT B. 4' PLASTIC WAINSCOT WITH ALUMINUM TRIM AT EDGES, W.R. GYPSUM BOARD AND PAINT ABOVE. TYPICAL AT ELEVATED WALLS ONLY X. EXISTING TO REMAIN Ceiling Finish Revisions: lb (1, A. SUSPENDED ACOUSTICAL - TEE BAR B. GYPSUM BOARD AND PAINT X. EXISTING TO REMAIN Ceiling Height 8. 8'-0" 9. 9'-0" X. EXISTING TO REMAIN cl t Wall Le end g MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED U THESE DRAWINGS ARE THE PROPERTY OF I I EXISTING WALL TO REMAIN MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY z EXISTING MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. ELEC. RM. E - - - - - WALL TO BE REMOVED Date: 21 November 2017 y \ r i I __-. I FULL HEIGHT WALL lb O O Drawn by: Checked by: p-----r--aLL:LL-LL-LP,-"I METAL STUDS WITH %" GYPSUM BOARD BK WM u EACH SIDE TO BOTTOM OF CEILING 1111=11111[_6- 11111--jil lel PLUMBING WALL Job Number: 117152 Ak Floor Plan Sheet 1 1 OFFICE 804 SF 0 2 4 8 16 TOTAL 21,193 SF Permit Submittal November 2017 A2. 1 Keynotes 0- 8" ---} 3„ �- 1. SUSPENDED ACOUSTIC TILE CEILING AT 9'-O" AFF - SEE �..=.. FLOOR OR ROOF STRUCTURE �/ 4 CLR TYPICAL HANGER WIRE #12 DETAIL 1/A2.2 AT 4' 0/C OR #10 AT 5' 2. B" GYPSUM BOARD CEILING AT 8'-0" AFF MILDREN DESIGN GROUP P.C. TIE ENDS OF MEMBERS TO • n 0/C WITH MIN. (3) TIGHT 3. PROVIDE T5HO LIGHTING, 30 FC AT 30" AFF THROUGHOUT ARCHITECTURE • SPACE PLANNINGPREVENT SPREADING TURNS WITHIN 3 WAREHOUSE ,` ADDITIONAL HANGERS AT ALL E ° L v 4. ADD LAYER R-19 BATT INSULATION IN HOLDER ASSEMBLY 7650 S.W. Beveland, Suite 120 �4� • 5 \ 6 MEMBERS WITHIN 8" OF � BENEATH EXISTING R-19 ROOF INSULATION TYPICAL ABOVE Tigard, Oregon 97223-8692 l A2.2 A2.2 A2.2 PERIMETER SUSPENDED CEILING - SEE NEW SUSPENDED CEILING - SEE DETAIL 2/A3.1 (503) 244-0552 ``-1 1 t , �� VERTICAL BRACING AT 12'-0" • k REFLECTED CEILING PLAN 0/C EACH WAY - SEE TABLE BELOW / ) HANGERSOPE IFPROVIDE HANGERNTER MORE E ON CEILING S- RUNNER YSTEM'S AEE TO LTDTACHMENT CLIP %� 2" MIN. 1 THAN 1:6 OUT OF PLUMB • SECURE ALL HANGERS TO • 1 BUILDING STRUCTURE. TRAPEZE • CEILING SYSTEM ANGLE MOLDING } • DUCT WORK AND OTHER LARGE ) ' , \ b OBSTRUCTIONS PER SMACNA // FREE EDGE i ,t. 8" I> (� 8 MAX. �/ \ �\ Y \ Legend 6 -0" MAX MAINTAIN CLEARANCE BETWEEN GRID AND ALL EQUIPMENT �/ TYPICAL HANGER WIRE #12 © AT 4' 0/C OR #10 AT 5' 2x4 LED LAY-IN FIXTURE WITH PRISMATIC LENS 00VTHEAVY-DUTY MAIN RUNNERS [sr) 0/C WITH MIN. (3) TIGHT • 2 AT 4' 0/C SUPPORT WITH . . TURNS WITHIN 3" A2.2 #12 WIRE AT 4' 0/C OR WITH 2x4 LED LAY-IN FIXTURE WITH PRISMATIC LENS < ,><, 177rr . '5 #10 WIRE AT 5' ON CENTER ON EMERGENCY BATTER BACK UP 5 EACH WAY A/�© \/ �, LATERAL BRACING AT 12' 0/C • k SUSPENDED CEILING - SEE Se /\__ - ` EACH WAY. MAIN RUNNER TO REFLECTED CEILING PLAN f' SUSPENDED CEILING TO STRUCTURE BEGIN BRACING LIGHTED EXIT SIGN (PROVIDE IF NONE EXISTS) �� 1�j. MEMBER LMAX SHAPE CONFORM TO OSSC RULING 0 r' WITHIN 6' OF PERIMETER AND i"0 EMT 5'-10" ° FOR 2014 OSSC SEE 2" MIN. 305• 2" FROM CROSS MEMBER EXHAUST FAN, VENT THROUGH ROOF "0 EMT 7,-8„ o GENERAL SUSPENDED e t W L . E. I #(1;b4 'INDUSTRY STANDARD POP RIVET '�I ,' , lr a 1"0 EMT 9'-9" o NOTE: MAIN AND CROSS • >:.;;:r:.t,:. ::;`.:. .: ';�;:,! : ; : OR CEILING SYSTEM •,.., ..` ^,``.'. .r 350 S125-33 7'-8" C MEMBERS CAN ONLY BE ATTACHMENT CLIP IN FIXED ;.-„ ,ax e 5•+fix ' ..: '. 350 S162-33 (2) 10'-0" C CONNECTED TO WALL POSITION `' "` 350 S162-33 (2) 13'-4" I ANGLES AT TWO (2) r'' "' 350 S162-33 21 -0 © ADJACENT WALLS / ATTACHED EDGE14 OP O ,,.,..; ,-,--,!-.z: :., : :;`: ..,?,.- -,:::: i.: - ■ ■ • ■ • y}` riSuspended Ceiling Section r2Ceiling Section at Edge 2.2 ALL CONNECTION DEVICES TO BE OF AN APPROVED 2.2 3"=1'-O" Client: 0 Suspended Ceiling Section without seismic joint-rt TYPE AND HAVE A 100# RATED CAPABILITY. Ceiling section at Edge GLP #8 WOOD SCREW TYPICAL 555 555555 5 5555 SSSS 5 55 5, 5 55555 5555 555555555 555555 S 555555 SS SSS - - V` - \ 2X6 MINIMUM FOR I- CONNECTION CAPACITY (2) 350 S162-33 Ak I - =� ,_. L1 x1 x16 GA. (x3") (2) One SW Columbia-Ste. 950 .=ce, I I MIN. AT OPP. CORNERS Portland, Oregon 97258 Reflected Ceiling Plan ; � ° I ° I � PLAN yr 0 2 4 8 16 FASTEN TO MAIN RUNNER Project: III BACK TO BACK STUDS Proposed 1 PER TABLE (BOXED STUDS AT SIM.) Tenant #10 SMS. TYPICAL I #10 SCREWS AT 12" 0/C I Improvement l I [A 1 (2) #10 SCREWS SECTION MAIN RUNNER (HEAVY DUTY) 6777 SW Bonita-Suite 140 (3 \ Double Stud to Main Runner1' (4- , Back-To-Back Vertical Brace Tigard, Oregon 3"= -O" 3"=1'-0„ �2.2 Double Stud to Main Runner 2'� Dble Stud Brace at Wood Structure (NOTE: BOXED STUDS ARE SIMILAR Sheet Title: Reflected Ceiling Plan 1. SPECIAL INSPECTION OF CONCRETE ANCHOR INSTALLATION IS REQUIRED. 2.APPLICABLE BUILDING CODES: 2012 IBC, 2014 OSSC, ASCE 7-10, ACI 318-11, NDS 2012, AND NWCB FIELD TECHNICAL INFORMATION 401 (REVISED 10/09). APPLICABLE OREGON STATEWIDE CODE INTERPRETATIONS FOR OSSC SECTION 1613.1 (7/2010), AND ASCE 7 SECTION 13.4.5 (4/2011). 2X6 MIN. 2X6 MIN. 3.THESE DETAILS MAY BE APPLIED TO ALL SEISMIC DESIGN CATEGORIES WITH AN SDS LESS THAN, OR EQUAL TO 0.75G. 4.LATERAL BRACING TO THE STRUCTURE IS NOT REQUIRED FOR SUSPENDED CEILING AREAS LESS THAN, OR EQUAL TO, 144 SQUARE FULL-DEPTH BLOCKING FEET AND SURROUNDED ON ALL (4) SIDES BY WALLS OR SOFFITS BRACED TO THE STRUCTURE. EACH SIDE 5.CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO THE STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL BRACING. 555555 5 555555 55555555 5 55555 55555 5555 55555 5 5555555555 555 5 5555555 6.WEIGHT OF SUSPENDED SYSTEM SHALL NOT EXCEED 4 PSF. THIS INCLUDES THE CEILING GRID, PANELS/TILES, LIGHT FIXTURES, AIR t .����� ������������������������������������� TERMINALS, ETC. T T T T T T T T 7.CEILING AREAS EXCEEDING 2500 SQUARE FEET REQUIRE A SEISMIC SEPARATION JOINT OR FULL-HEIGHT PARTITIONS THAT BREAK THE CEILING UP INTO INDEPENDENT AREAS UNDER 2500 SQUARE FEET. EACH AREA OF SUSPENDED CEILING SHALL HAVE A RATIO OF THE Revisions: / < LONG SIDE TO THE SHORT SIDE OF LESS THAN, OR EQUAL TO 4. `>/ > 8.ALL MAIN RUNNERS SHALL BE HEAVY-DUTY AND ALL CROSS TEES SHALL BE CAPABLE OF SUPPORTING THEIR LOAD WITH A MAXIMUM DEFLECTION OF THEIR SPAN/360. 5/6"0X1Y2" LAG SCREWY4"0X1Y2" LAG SCREW 9.CHANGES IN CEILING PLANE REQUIRE BRACING TO THE STRUCTURE. . SPREADER T 1 / litiromplipygi 1 oPERMITTED INA LIEU OF SPREADER BARS. SPREADER BARS ARE NOT REQUIREDRS ARE REQUIRED AT THENDS OF THE MAIN RUNNERS AND C WHERE THE RUNNERS ROSS TEES AT THE EARE EDI DIRTERS.ECTLY ATTACHEDES ARE TO THE (e PERIMETER CLOSURE ANGLE. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. MIN. (3) TIGHT TURNS MIN. (3) TIGHT TURNS 11. HANGER, OR SEISMIC SPLAY, WIRES MAY NOT BE BENT AROUND MATERIAL OR EQUIPMENT. `", 1 ''o 12. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE (1) 12GA HANGER WIRE FROM THE FIXTURE TO THE STRUCTURE. THIS 12 GAUGE SEISMIC WIRES, WIRE MAY BE SLACK. 1N TYPICAL Iti 13. LIGHT FIXTURES WEIGHING MORE THAN 10 LBS, BUT LESS THAN 56 LBS, SHALL HAVE (2) 12 GA HANGER WIRES AT OPPOSING s 1 12 GAUGE SEISMIC WIRES CORNERS FROM THE FIXTURE TO THE STRUCTURE. THESE WIRES MAY BE SLACK. @ 4'-0" 0/C 14. LIGHT FIXTURES WEIGHING MORE THAN 56 LBS SHALL BE DIRECTLY, AND INDEPENDENTLY, HUNG FROM THE STRUCTURE WITH A / OR MINIMUM OF (4) 12 GA HANGER WIRES (OR MORE IF REQUIRED), ONE AT EACH FIXTURE CORNER. THESE WIRES MUST BE TAUT. 10 GAUGE SEISMIC WIRES 15. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE WITH A 9 GA HANGER WIRE, OR @ 5'-0" 0/C APPROVED ALTERNATE SUPPORT. PENDANT MOUNTED FIXTURES MAY NOT USE THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. MILDREN DESIGN GROUP, P.C., 2017, ALL 16. MECHANICAL: TERMINAL OR SERVICES WEIGHING MORE THAN 20 LBS, BUT NOT MORE THAN 56 LBS, SHALL HAVE (2) 12 GA HANGER U RIGHTS RESERVED© WIRES AT OPPOSING CORNERS FROM THE FIXTURE TO THE STRUCTURE. THESE WIRES MAY BE SLACK. THESE DRAWINGS ARE THE PROPERTY OF 17. MECHANICAL: TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS SHALL BE DIRECTLY AND INDEPENDENTLY HUNG FROM THE MILDREN TO BE USEDDESIGNGROUPOR RE, P.C., AND PRODUCED NRE ANY ' MANNER, EXCEPT WITH THE PRIOR WRITTEN z STRUCTURE WITH A MINIMUM OF (4) 12 GA HANGER WIRES (OR MORE IF REQUIRED), ONE AT EACH FIXTURE CORNER. THESE WIRES PERMISSION OF MILDREN DESIGN GROUP, P.C. FE MUST BE TAUT. e 18. SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZED RING, SLEEVE, OR ADAPTOR THROUGH THE CEILING TILE THAT Date: 21 November 2017 PERMITS FREE MOVEMENT OF AT LEAST 1 INCH IN ALL DIRECTIONS. A FLEXIBLE SPRINKLER HEAD DESIGN THAT CAN ACCOMMODATE A i MINIMUM OF 1 INCH OF MOVEMENT IS PERMITTED AS AN ALTERNATE. Drawn by: Checked by: a 5 Seismic Splay Wires at Wood Structure (6- Hanger Wire at Wood Structure 2Suspended Ceiling General Notes BK WM 2.2 3"=1'-0" 2.2 3"=1'-0" .2/ no scale Job Number: 117152 Seismic Splay Wire at Wood Structure Hanger Wire at Wood Structure Suspended Ceiling Generol Notes horizontal Sheet Permit Submittal - November 2017 A2.2 PROVIDE ADDITIONAL LAYER R-19 BATT INSULATION IN (1) 20 GA. 35/8" NOMINAL METAL EXISTING ROOF STRUCTURE HOLDER ASSEMBLY AT ROOF WHERE TOP OF WALL TO STRUCTURE ABOVE IS LESS THAN 5'-9" PROVIDE STUD BRACING TO STRUCTURE EXISTING ROOF STRUCTURE WITH (2) #8 SHEET METAL o (1) BRACE AT 8'-0" 0/C TO ONE z // �/ �f' BATT INSULATION SCREWS AT EACH END; PROVIDE -�.._, BATT INSULATION THICKNESSSTHICKNESS TO MATCH STUD SIDE ONLY, STAGGER SIDES. WHERE TO MATCH STUD DEPTH z t DEPTH, R-13 MIN. DOUBLE STUD BRACE WHEN DISTANCE IS GREATER THAN 5 -9", MILDREN DESIGN GROUP, RC �� 2 x 4 BLOCKING a� �� DISTANCE TO STRUCTURE ABOVE / 2x BLOCKING PROVIDE BRACES EACH DIRECTION AT ARCHITECTURE - SPACE PLANNING Q " 0/C eui20/41 TO BE PROVIDED WHERE DISTANCE g g DO NOT SCREW GYPSUM 45 Tigard, Oregon 97223-8692 �� BOARD TO TRACK o w /, BETWEEN PERPENDICULAR z �t \ Ta BOARD TO TRACK GYPSUM HORIZONTAL BRACG BETWEEN AT EACH SIDE z �, _ ATDE U \ \ o SIMPSON CS20 CONTINUOUS _ f �+ �� EXTEND BRACING INTO EXPOSED M 24" 0/C STUD CHART: _ m J STRAP WITH (1) #8 SCREW 1 T ::::: AREASPRIDE TAPE AND � 2xGASCRSATEACHBLOCKING 3TH ( CREWCEILING • 400 S 162-33 TO 19'-10" PIECE EACH SIDE • 600 S 162-33 TO 25'-1" \ METAL STUD BLOCKING AT CASING BEAD USG 200-A NOTES: WAREHOUSE / WAREHOUSE cO \ EACH END OF WALL AND ATTACH STUD TRACK -` ( • SEE A/E FOR ALTERNATE jA 48" 0/C VERTICAL SPACING TO BRACING THROUGH \��` 5/8" GYPSUM BOARD EACH SIDE SIZES PROVIDE TAPE AND OVERSIZED HOLE IN _ SECURE TO STUDS WITH TYPE 'S' ALLOWABLE HEIGHTS BASED PAINT ONLY AT SEE DETAIL 4/A3.1 FOR GRID /� SCREWS AT 5" — 7" 0/C ON 5 PSF LATERAL LOAD, • WAREHOUSE SIDE STUD CHART V I/120 DEFLECTION, V � NON—COMPOSITE, FULLYSEE DETAIL 4/A3.1 FOR STUD CHART ti " V 1 SEE DETAIL 4/A3.1 FOR BRACED CONDITION. SEE 3 SOUND BATT �. STUD CHART DETAILS/ z DE FOR FULLY BRACED 4" RUBBER BASE ♦ • VALUES BASED ON AISI )1 VAPOR BARRIER SUSPENDED CEILING SYSTEM TYPICAL _...44,.... S100-07 WITH 0 f SUPPLEMENT S2-10 AS C.N..0 �/ POWER-ACTUATED FASTENERS: POWER-ACTUATED FASTENERS: REFERENCED BY 2014 IBC •0.145"� x MIN. EMBED AT RUBBER BASE •0.145"sd x " MIN. EMBED AT ll POWER,ACTUATED FASTENERS: • STUDS AS MANUFACTURED � 305• `C� 4 WHERE N. � / •0.145"0 x MIN. EMBED AT BY SCAFCO STEEL STUD q W L . E. . ti ;/ APPLICABLE / •12" 0 C WALL TO 22'-0" 12" 0 C WALL TO 22'-0" 12" 0/C WALL TO 22'-0" COMPANY OR APPROVED •�� �� �' / •0.145"O x MIN. EMBED AT / •0.145"o x i" MIN. EMBED AT •0.145"o x i" MIN. EMBED AT EQUAL / 6" 0/C, WALL TALLER THAN / • 6" 0/C, WALL TALLER THAN 6" 0/C, WALL TALLER THAN " >&22'-0" 22'-0" eft Qi% 1 � Full Height Wall 2� Full Height Wall 3 Wall to Suspended Ceiling22'-0" 4 Stud Height Chart OF p 31;2=1::5O" 3"=1'-0" r� 310"1==d1-' "=1'-0" A3� -r 3'1 1 e2d-r9 �1V•1 1 al d-r8 W'. Stud Height Chart Client: — GLP I1-: LIEN One SW Columbia-Ste. 950 Portland, Oregon 97258 —V\ • SUSPENDED CEILING 4" PLYWOOD AT WATER HEATER Project: MULLION MZSZSMSS 5SSZ ZZ����5�� FRAMED MIRROR- 2'-0" x 3'-0" PLASTIC LAMINATE Proposed WAINSCOT AT THESE 6" 18 GA. METAL JOISTS AT ANSI 117.1 TYPE FAUCET PEERLESS, 4' CERRA, CRW7232. TWO WALLS ONLY 24" O.C. MOUNT AT 6'-6" A.F.F. VERTICAL GRAB BAR Tenant (-) c----) .. 5/8" GYP BD FASTEN TO ` I STUDS AND JOISTS WITH i'-6" / SEALANT TAPE Improvement TYPE "S" SCREWS AT 8" 0/C I Z i/ \ AT PANEL EDGES AND 12" 0/C AT INTERIOR SUPPORTS 3'-O" s , s-4' 6777 SW Bonita-Suite 140 i i i'-p" 3'-6" o ,. 1'--5 MI 1 -6 1L � I .Tr `J 5/s W.R. GYPSUM BOARD AT Tigard, Oregon o RESTROOM SIDE r•;1,1- ALUMINUM BRAKE SHAPE r\ / 0p _ 3'-0" , ^� AO TO MATCH EXISTING SYSTEM 35/8" 25 GA. STUD AT 24" O.C. r~' i -_\ Q Q c, • D eID 1104Sheet Title: z� z < - F. o o Details S/8" GYPSUM BOARD �, i INTERIOR OFFICE WALL _ o RESTROOM n OFFICE \I -� i N VN N NL��-- 1 ��- - R11 BATT INSUL AT TOILET I - --C\N-7\ \ \\� * / r -40 .•, _ \ \ / \ ROOM WALLS AND CEILING ACCESSIBLE TOILET 6" MAX. ° TOILET TISSUE POWER-ACTUATED FASTENERS: BOBRICK B-369 PAPER DISPENSER �\ J •0.145"95 x i" MIN. EMBED AT TOWEL DISPENSER/ n ��� 12" 0/C WALL TO 22'-0" WASTE RECEPTACLE GRAB BARS V •O.145"95 x MIN. EMBED AT INSULATE EXPOSED PIPING �� 6" 0/C, WALL TALLER THAN 22'-0" Revisions: /- IIIIIIIIIr 5 Wall at Restroom reToilet Room Elevation rWall at Mullion A3i 3"=l'-O" . r� "=1'-0" 3"=1'-0" .1 lc-r4 A3'1 d-Toilet Room Elevation 1 - floor mounted W.0 and wall mount lay A3'1 lila MILDREN DESIGN GROUP, P.C., 2017, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 21 November 2017 Drawn by: Checked by: WM Job Number: 117152 Sheet Permit Submittal – November 2017 A3. 1 1 3 © A3.2 W - CONCRETE WHEEL STOP X44•.. MILDREN DESIGN GROUP, P.C. J /O '-1' ARCHITECTURE • SPACE PLANNING U gre`'NIK , 87650 S.W. Beveland, Suite 120 \ / ACCESSIBLE SYMBOL, ACCESSIBLE SIGNAGE Tigard, Oregon 97223-8692 PAINTED PER PER STATE STATE REQUIREMENTS - REQUIREMENTS i'. Rii (503) 244-0552 .090" ALUMINUM SIGN PLATE EXISTING CONCRETEBLUE REFLECTIVE SHEETING 5' " HIGH WHITE REFLECTIVE CURB 6" 7„ , LETTERS AND BORDER, BAKED liwlip I PARKING WITH oDISABLED PERMIT.u.. ENAMEL ;: INjSTTRPIECSALATKY ORS 811.615 WITH BLUE BACKGROUND r t ! EXISTING CONCRETE RAMP FLUSH �„ i.i# a, ; WITH EXISTING ASPHALT 7„ /3 i i ( VAN-ACCESSIBLEVAN ACCESSIBLE SIGN WHERE i REQUIRED EXISTING LANDSCAPE -� 3 WIDE PAINT STRIPE N ‘ A Al\l, o "� TYPICAL NOTES: `� 0-1! GALVANIZED STEEL POST r(---- 1. ALL ACCESSIBLE STRIPING w 86 N'Sct-4.6 AND SIGNAGE TO COMPLY WITH ORDINANCE ORS 447.233. o;� / / 2. ACCESSIBLE SIGN TO BE o MOUNTED TO SIDE FOR OD A/Pc VAN ACCESS LOCATIONS 67' • % �� AND MAY BE CENTERED '� I I I ! FOR STANDARD ACCESSIBLE 305. , --------.) / �� II II II SPACES. Z W L •. E. . I �' R. 3. WHITE STRIPING PREFERRED oi4 i '1 i' BLUE BACKGROUND AND 4" 10" terjaII Ilir-- "I BLUE PAINTED CURB . OPTIONAL 4. MAXIMUM 2% SLOPE ALL 2,-84,, '-8$ I I OF 0 DIRECTIONS EXCEPT AT T RAMPS U ( 1 Accessible Parking Stall (2-International Accessible Symbol 3 Accessible Parking Signage Client: \43.2 =1 —091"=1.2 15b2 —0 3.2 1"=1'-0" AcessiblePkng _ 15b3 GLP 2'-13" SEALANT / i" PLYWOOD WITH PLASTIC LAMINATE. ATTACH TO STUDS PLASTIC LAMINATE 2 —1 MAXIMUM / WITH (2) 2 " TYPE S BUGLE FACE 3>, HEIGHT / HEAD SCREWS, COUNTERSUNK. 4 PLASTIC TO TOP11 I- /// SET IN SEALANT BED PLASTIC LAMINATE 3 LAMINATE OF SINK COUNTERTOP AND RI COUNTERTOP AND AND/OR A I r/ ,�00 '0 - SPLASH : SPLASH OUNTER Tie — — '+: \ \ ;_ N\ One SW Columbia Ste. 950 is - .-i