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Plans (3) B -U- P2014 - 00226 Code Analysis Deferred Submittals Sheet Index MILDREN DESIGN GROUP, PC. ARCHITECII✓RE ■ SPACE PI,ANNING 2014 OREGON STRUCTURAL AND SPECIALTY CODE DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BEAO COVER SHEET AND SITE PLAN 7650 S.W. Beveland, Suite 120 SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN Tigard, Oregon 97223-8692 OCCUPANCY AND CONSTRUCTION PER OSSC 304, 311 AND 602.2 RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD Al DEMOLITION PLANS g THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING A2 FIRST FLOOR PLAN AND SCHEDULES (503; 244-0552 ASSUMED OCCUPANCY: B AND S1 A3 REFLECTED CEILING PLAN AND DETAILS CONSTRUCTION TYPE: IIIB THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN A4 DETAILS AND SECOND FLOOR EXITING PLAN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO S1.0 GENERAL NOTES, PLAN, SECTION AND DETAIL NON—SEPARATED USE BETWEEN: B AND S1 OCCUPANCIES, PER OSSC SECTION 508.3 THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL FIRE—RESISTANCE RATING REQUIREMENTS PER OSSC TABLE 601 AND 602 DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT STRUCTURAL FRAME: 0 HRS. COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING EXTERIOR BEARING WALLS: 2 HRS. 1. ELECTRICAL EXTERIOR NON—BEARING WALLS: 0 HRS. 2. PLUMBING INTERIOR NON—BEARING WALLS: 0 HRS. 3. MECHANICAL FLOOR CONSTRUCTION: 0 HRS. 4. LOW VOLTAGE FIRE PROTECTION BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE 5. SPRINKLERS Keynotes PROTECTION SYSTEM THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 1. PROVIDE ACCESSIBLE PARKING, RAMP AND SIGNAGE — SEE EXIT TRAVEL DISTANCE DETAIL 1/A4 B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED *D 300'-0" PER OSSC TABLE 1016.2 Room Symbol Legend Y g S1 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC TABLE 1014.3 ROOM NAME DA4TIARD, 45 5 OFFICE ROOM NUMBER EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED ROOM AREA LOAD OREGON / 101 /�ROOM FINISH 250'-0" PER OSSC TABLE 1016.2 FACTOR �BXB%900. 2 General Notes � ITS NUMBER OF 1� OF 6:2 E EMERGENCY LIGHTING PER OSSC SECTION 1006.3.1 OCCUPANTS A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS OCCUPANCY GROUP PER NUMBER OF NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED EXITS PROVIDED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST IBC TABLE 1004.1.2/NUMBER OF WORK. Client: AN AVERAGE OF 1 FC (1 LUX) AND A MINIMUM AT ANY B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. POINT OF 0.1 FC (1 LUX) MEASURED ALONG THE PATH C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF Kidder OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS NOT LESS THAN 2—A: 10B FOR EACH 3,000 SQ.FT. OF FLOOR SHALL BE PERMITTED TO DECLINE TO 0.6 FC (6 LUX) AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO Mathews AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FC (.6 LUX) AT THE END OF THE EMERGENCY LIGHTING EXCEED 75'. TIME DURATION. A MAXIMUM—TO—MINIMUM D. 100% SPRINKLERING TO BE MAINTAINED THROUGHOUT IN ILLUMINATION UNIFORMITY RATION OF 40 TO 1 SHALL ACCORDANCE WITH N.F.P.A. PAMPHLET #13 (BY SEPARATE NOT BE EXCEEDED. PERMIT).. PLUMBING FIXTURES E. PROVIDE SIGN AT MAIN EXIT DOOR PER IBC 1008.1.8.3, 2.2 One SW Columbia -Suite 950 STATING THIS DOOR MUST REMAIN UNLOCKED WHEN BUILDING OCCUPANT LOAD PER OSSC TABLE 2902.1 IS OCCUPIED" IF NONE EXISTS.. Portland, Oregon 97258 B OCCUPANCY: 100 SF/OCCUPANT; 1: 1-25 OCCUPANTS F. LEVEL 4 FINISHED WALLS TO RECEIVE (1) COAT PRIMER, (2) 2,722/100 = 28 PERSONS (14 MALE, 14 FEMALE) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH TO S1 OCCUPANCY: 500 SF/OCCUPANT 1: 1-100 OCC. BE PER ASTM C840. (SHOWROOM, TEAM ROOM, IT) Project: 11,083/500 = 3 PERSONS (2 MALE, 2 FEMALE) G. PATCH AND REPAIR ALL MODIFIED WALL SURFACES TO LEVEL 4 Proposed TI TOTAL OCCUPANTS: 30 PERSONS FINISH; LEVEL 4 FINISH WALLS TO RECEIVE (1) COAT PRIMER, (2) COATS ACRYLIC LATEX. LEVEL OF GYPSUM BOARD FINISH for REQUIRED PROVIDED LAVATORIES TO BE PER ASTM C840. (SHOWROOM, TEAM ROOM, IT) MALE 1 1 H. PROVIDE ADA SIGNAGE AT RESTROOMS AND ADA COMPLIANT Lennox FEMALE 1 1 EXIT SIGNAGE. I. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS; Industries Inc. WATER CLOSETS DO NOT FURNISH SILENCERS FOR DOORS WITH � MALE 1 1 SW Tech Center Drive FEMALE 1 WEATHERSTRIPPING OR GASKETING. 7500 SW Tech Ctr Dr-Suite 110 1 J. WOOD STUDS AT CONTRACTOR'S OPTION. Tigard, Oregon 97223 UTILITY SINK 0 1 K. PROVIDE OUTSIDE AIR PER OCCUPANT PER MECHANICAL CODE. (BY SEPARATE PERMIT). 0. PROVIDE CONDUIT WITH PULL STRING FOR LOW VOLTAGE FROM Sheet Title: ELECTRICAL ROOM TO TENANT SPACE. ' P. PROVIDE BRIGHT WHITE OUTLETS AND SWITCHES WITH BRIGHT Cover Sheet ' WHITE FACE PLATES THROUGHOUT TENANT SPACE. Q. PAINT WHITE/OFF—WHITE PRIMER 10" BELOW CEILING FOR BORDER OR AT 10'-0" AFF IN SHOWROOM. R. PAINT ALL WALLS SHERWIN WILLIAMS OR EQUIVALENT BRIGHT Area of Work WHITE WITH EGGSHELL/SATIN FINISH EXCEPT FOR THE 10" Building A BORDER FOR PRIMER AND THE ACCENT WALL. S. NEW PAINT THROUGHOUT EXCEPT AT RESTROOMS AND SECOND FLOOR. Revisions: Building B crry of TIGAM 1 REVIEWED FOR CODE COMPLiANCS APpm'c& OTCs j V� Pemdt#s v* 44�' Address: `7r_n��TF=-Cff CTT Suite#: By.- Date: .. Approved plans - shall be on job site. SITE COPY MILDREN DESIGN GROUP, P.C., 2014, 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: 2 October 2014 Drawn by: Checked by: BK DAV Site Plan Job Number: 114137 No Scale Sheet Permit Submittal - October 2014 AO Demolition Keynotes P.C. MILDREN DESIGN GROUP, D1. REMOVE EXISTING WALLS AND DOORS AND FRAMES ARCHITECTURE ■ SPACE PLANNING D2. REMOVE LIGHTED EXIT SIGN AND RELOCATE D3. REMOVE EXISTING RELITE AND FRAME 7650 S.W. Beveland, Suite 120 D4. REMOVE PORTION OF STOREFRONT FOR PAIR 3'x7' Tigard, Oregon 97223-8692 STOREFRONT DOORS (503), 244-0552 D5. REMOVE SUSPENDED CEILING AND LIGHTS 4 5 4 5 45 5 DANIE �— TI ARD, OREGON OF Client: Kidder Mathews One SW Columbia -Suite 950 Portland, Oregon 97258 Project: Proposed TI for D5 Lennox Industries, Inc. 7500 SW Tech Ctr Dr-Suite 110 Tigard, Oregon 97223 D1 Sheet Title: - - �- - - - - � - - - � - - - � - - � - - - � Demolition o — — Plans m . m Revisions: D5 s; U D1 U MILDREN DESIGN GROUP, P.C., 2014, 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 CLOSET CLOSET PERMISSION OF MILDREN DESIGN GROUP, P.C. f I Date: 2 October 2014 D4 D2 Drawn by: Checked by: BK DAV Demolition Floor Plan Demolition Reflected Ceiling Plan Job Number: 114137 Sheet 0 2 4 8 16 0 2 4 8 16 Permit Submittal - October 2014 Al Finish Schedule Keynotes ROOM NAME 1. 4'x4' RELITE, SILL AT 3'-0" AFF, WITH 4x8 DF #2 Floor Finish A4BB9 HEADER A. CARPET 2. CASEWORK BY TENANT MILDREN DESIGN GP,0UP, P.C. 3. VCT FLOORING - ARMSTRONG STANDARD EXCELON B. VINYL COMPOSITION TILE #51830 "COTTAGE TAN" THROUGHOUT SHOWROOM, TEAM ARCHITECTURE ■ SPACE PLANNING X. EXISTING TO REMAIN ROOM AND IT ROOM 7650 S.W. Beveland, Suite 120 4 112'-6" 5 4. PROVIDE HORIZONTAL AND VERTICAL GRAB BARS PER Tigard, Oregon 97223-8692 CODE Base 5. WALLS TO ALIGN (503; 244-0552 6. PROVIDE (1) 110V DUPLEX OUTLET AND (1) VOICE/DATA 4" RUBBER BASE OUTLET AT 84" AFF; MOUNT %" PLYWOOD BETWEEN A X. EXISTING TO REMAIN JOISTS ABOVE OUTLETS FLUSH WITH GYPSUM BOARD FOR TENANT PROVIDED WALL MOUNTED TV SCREEN; CENTER ON TENANT PROVIDED COUNTER Wall Finish 7. ACCENT PAINT BEHR PREMIUM PLUS "ATOMIC TANGERINE" #S-G-320 UP TO 10" BORDER THIS WALL ONLY A. GYPSUM BOARD AND PAINT 8. MODIFY STOREFRONT FOR PAIR 3'x7' STOREFRONT DOORS, X. EXISTING TO REMAIN MATCH EXISTING 9. 3/4" PAINTED FIRE RATE PLYWOOD 4'xWIDTH OF ROOM MOUNTED AT 42" AFF WITH OUTLET MOUNTED AT 36" Ceiling Finish AFF AND CENTERED ON SOUTH WALL; PAINT PLYWOOD A. SUSPENDED ACOUSTICAL - TEE BAR WITH FIRE RETARDANT PAINT 10. PROVIDE KELLEY KM7230 EDGE OF DOCK LEVELER WITH X. EXISTING TO REMAIN BUMPERS; PROVIDE ALTERNATE PRICE FOR KELLEY CM7X8 DOCK LEVELER 11. PROVIDE (1) WHITE DUAL CHANNEL POWER POLE AND (3) Ceiling height UNDEROAMP ENANOUTLETS T PROVIDEDDPULL COUNTERRING SURFAOCE; DATA VERIFY 9 9'-0" LOCATION WITH TENANT B - 10. 10'-0" 12. 110V QUADPLEX FOR TENANT PROVIDED COFFEE MAKER; X. EXISTING TO REMAIN CENTER BELOW RELITE 13. PROVIDE (1) 30 ON 20AMP OR 30AMP BREAKER (TENANT TO CONFIRM) FOR TENANT'S FORKLIFT CHARGER DANIE 45 5 14. PROVIDE ALTERNATE PRICE FOR UTILITY SINK 15. PROVIDE (1) 110V QUADPLEX OUTLET NEAR EACH OHD IF 6 TI ARD, OREGON NONE EXIST 16. CLOSE AND LOCK STOREFRONT DOOR �f4 OF 17. COLUMN - SEE STRUCTURAL 18. COLUMN, PAINT COLUMN 'BLACK' - SEE STRUCTURAL PP WAREHOUSE Door Schedule 19. EXISTING STAIRS TO REMAIN 106 XXXXX MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS Client: 11082.6 S.F. WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP /100 = 110.83 S1:EXITS 2 101A 6-0" 7'-0" -- AL ME AL ME A 1 Kidder 101B 6-0" 7'-0" -- -- -- PE FF B 2 1. 101C 3'-0" 7'-0" 1-3/4" MTL FF SC ST C 3 Mathews C - - - - - 102 3'-0" 7'-0" 1-3/4" MTL FF SC ST C 3 Wall Legend 103 3'-0" 1 7'-0" 1-3/4" MTL FF I SC I ST C 4 LEGEND REMARKS EXISTING WALL TO REMAIN AL ALUMINUM 1. DURALITE RETAILER OR EXISTING WALL TO BE REMOVED FF FACTORY FINISH APPROVED EQUAL WITH ME MATCH EXISTING KICKPLATES AND VISION PANELS NEW WALL TO BOTTOM OF CEILING One SW Columbia -Suite 950 � 14 13 MTL METAL NEW BEARING WALL TO BOTTOM OF STRUCTURE Portland, Oregon 97258 N 19 WOE EN MEN SC SOLID CORE E ST STAIN XXXXX Project: XXXXX 4 7.16 S.F. XXXXX 15'-0" MAX. -9" 7 EXEMPT 46.84 S.F 4 EXEMPT Proposed TI E I E " for - - - - Door Types 701C - Electrical Symbols Lennox @-_ EXISTING DUPLEX 120 VOLT OUTLET IT 9 Industries, Inc. 102 Q-N NEW DUPLEX 120 VOLT OUTLET 11 A4 A X A9 7500 SW Tech Ctr Dr-Suite 110 67.51 SF . . 102 N120V/20A XEMPT Ln O �N QUADPLEX 120 VOLT OUTLET Tigard, Oregon 97223 i 2 00 i 5103 O N EXISTING VOICE/DATA OUTLET TEAM ROOM N NEW VOICE/DATA OUTLET WITH PULL STRING TO Sheet Title: 6 I 6 103 ' ' ABOVE CEILING A4AIX A9 First Floor A4 �r 180.05 S.F. N ' I I /100 = 1.8 RELOCATED 2x4 FLUORESCENT LAY IN FIXTURE WITH Plan and 1 B:EXITS 1 PARABOLIC LENS E I I N N Q B C Schedules L - j 7 12 0 EXISTING EXHAUST FAN, VENTED THROUGH ROOF 5 SHOWROOM 17 A4 Door Hardware 101 ® EXISTING LIGHTED EXIT SIGN A4AIX A10 1029.13 S.F. 3 GROUP 1 1016 /100 = 10.29 CYLINDER ®N NEW LIGHTED EXIT SIGN B:EXITS 1 18 REMAINDER OF DOOR HARDWARE BY DOOR SUPPLIER Revisions: NEW CHAIN HUNG FLUORESCENT LIGHT - SEE 15 L _ K T TRAVEL DISTANCE-OW-0' _ GROUP 2 SHEET A3 FOR LIGHTING SPECIFICATIONS yIola HARDWARE BY DOOR SUPPLIER CLOSET GROUP 3 0 " 0 " O " O " HINGES Li F STOREROOM LOCKSET STOP 16 8 10 GROUP 4 HINGES OFFICE LOCKSET STOP MILDREN DESIGN GROUP, P.C., 2014, ALL RIGHTS RESERVED First Floor Plan 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 NO WORK TO SECOND FLOOR PERMISSION OF MILDREN DESIGN GROUP, P.C. 0 2 4 8 16 Date: 2 October 2014 Drawn by: Checked by: BK DAV Job Number: 114137 Sheet Permit Submittal - October 2014 A2 Keynotes �. 4 5 1. SUSPENDED ACOUSTIC TILE CEILING AT 9'-0"f AFF - SEE DETAIL 1/A3 2. EXISTING GYPSUM BOARD CEILING MILDREN DESIGN GROUP, P.C. FLOOR OR ROOF STRUCTURE 3. LIGHTING IN SHOWROOM TO BE T8 OR BETTER FLUORESCENT CHAIN HUNG FIXTURES WITH 80 FC AT =�Rct �rEcruxl srac PLANNING TIE ENDS OF MEMBERS TO 3'-0" AFF AND UNIFORM APPEARANCE; PROVIDE 10 FC 7650 S.W. Beveland, Suite 120 PREVENT SPREADING DURING NON-BUSINESS HOURS ON SEPARATE CIRCUIT Tigard, Oregon 97223-8692 A ADDITIONAL HANGERS AT ALL AND SWITCH FOR 24 / 7 SECURITY/EMERGENCY (503), 244-0552 ® 2ffia MEMBERS WITHIN 8" OF LIGHTING; LOCATE LIGHT SWITCH IN THE SHOWROOM A3 PERIMETER CLOSEST TO THE STOREFRONT DOORS VERTICAL BRACING AT 12'-0" 4. WAREHOUSE LIGHTING TO BE 30 FC AT 3'-0" AFF; 0/C EACH WAY SEE TABLE PROVIDE 10 FC DURING NON-BUSINESS HOURS ON A BELOW SEPARATE CIRCUIT AND SWTICH FOR 24 / 7 PROVIDE COUNTER SLOPE SECURITY/EMERGENCY LIGHTING HANGERS IF HANGER IS MORE 5. PAINT BOTTOM OF STRUCTURE IN SHOWROOM 1 THAN 1: 6 OUT OF PLUMB SECURE ALL HANGERS TO 1 BUILDING STRUCTURE. TRAPEZE DUCT WORK AND OTHER LARGE OBSTRUCTIONS PER SMACNA 77777 8 MAX. 2X6 MIN. MAINTAIN CLEARANCE BETWEEN 4 GRID AND ALL EQUIPMENT HEAVY-DUTY MAIN RUNNER 3 AT 4' 0/C SUPPORT WITH A3 #12 WIRE AT 4' 0/C OR WIT #10 WIRE AT 5' ON CENTER _ NOTCH EMT, FLATTEN, EACH WAY AND FASTEN WITH (2) LATERAL BRACING AT 12' O/ ;K,, #8 WOOD SCREWS EACH WAY. MAIN RUNNER TO SUSPENDED CEILING TO STRUCTURE BEGIN BRACING I DANIE 45 5 MEMBER LMAX SHAPE CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND J"4 EMT _5'r-I�0 0 FOR 2007 OSSC SEE 2" FROM CROSS MEMBER J"O EMT 7'-8" 0 GENERAL NOTES FOR II 1"0 EMT 9'-9" 0 SUSPENDED CEILING NOTE: MAIN AND CROSS a TI ARD, OREGON 350 S125-33 7'-8" C MEMBERS CAN ONLY BE 350 S162-33 (2) 10'-0" C CONNECTED TO WALL OF 350 S162-33 (2) 13'-4" 1 ANGLES AT TWO (2) III 350 S162-33 13 ADJACENT WALLS WIRE INSIDE, WHERE (T� Suspended CeilingSection OCCURS Client: N T.S. ALL CONNECTION DEVICES TO BE OF AN APPROVED TYPE AND HAVE A 100# RATED CAPABILITY. Kidder 8„ 4 q" CLR TYPICAL HANGER WIRE #12 Mathews A T 4' 0/C OR #10 A T 5' 0/C WITH MIN. (3) TIGHT TURNS WITHIN 3" 2 EMT Brace at Wood Structure E SUSPENDED CEILING - SEE One SW Columbia -Suite 950 REFLECTED CEILING PLAN 2 Portland, Oregon 97258 RUNNER FREE TO SLIDE ON 2" MIN. CEILING SYSTEM'S ATTACHMENT CLIP Project: ® Proposed T I (] CEILING SYSTEM ANGLE MOLDING WIRE INSIDE MAY BE r LA FREE EDGE OFFSET 2" 'BRACE OUTSIDE for EMT PER TABLE , Lennox TYPICAL HANGER WIRE #12 1 AT 4' O/C OR #10 AT 5' II ._. 0/C WITH MIN. (3) TIGHT Industries, Inc. ............. TURNS WITHIN 3" 7500 SW Tech Ctr Dr-Suite 110 Tigard, Oregon 97223 1 SUSPENDED CEILING - SEE L 2x2x 18 GAUGE x 14" 3 REFLECTED CEILING PLAN 5 Sheet Title: 2" MIN. Reflected E INDUSTRY STANDARD POP RIVET NOTCH END OF EMT OR CEILING SYSTEM ATTACHMENT CLIP IN FIXED Ceiling Plan POSITION ATTACHED EDGE HEAVY-DUTY MAIN RUNNER and Details ( 3 ' CeilingSection at Ede ('4_'� EIIIVIIIT Conduit Brace at Hanger Wire 2X6 MIN. 2X6 MIN. ® FULL-DEPTH BLOCKING ® EACH SIDE Revisions: F CLOSET 5/ „OX1Y" LAG SCREW Y 'OX1Y" LAG SCREW 16 2 ,: '. 4 2 MIN. (3) TIGHT TURNS - MIN. (3) TIGHT TURNS 12 GAUGE SEISMIC WIRES, Reflected Ceiling Plan TYPICAL 1� 1 12 GAUGE SEISMIC WIRES MILDRE0 2 4 8 16 @ 4'-0„ O/C RIGHTSNDESIGN RESERVED QUP, P.C., 2014, ALL / OR THESE DRAWINGS ARE THE PROPERTY OF 10 GAUGE SEISMIC WIRES MILDREN DESIGN GROUP, P.C., AND ARE ® 5'-O" O/C NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 2 October 2014 Drawn by: Checked by: BK DAV IN Job Number: 114137 ('5' Seismic Splay Wires at Wood Structure 6 Hanger Wire at Wood Structure Sheet A3 3"=I' O„ A3 3„ 1, O„ Permit Submittal - October 2014 A3 g 33 4 I 2 EXISTING SIDEWALK 8• A4 A4 y .090" ALUMINUM SIGN PLATE ZI• BLUE REFLECTIVE SHEETING MILDREN DESIGN GROUP, P.C. STAMPED SLIP RESISTANT 'NET' 1" HIGH WHITE REFLECTIVE PATTERN I r LETTERS AND BORDER, BAKED :1IZCFIITECrL'R1 SPACE PLANNING 6" CURB LEVEL WITH SURFACE ENAMEL '0]Tigard, Oregon97223-8692nd, Suite 0 - - OF ADJACENT SIDEWALK ' g 6" 7" DIPARKING WTH D.M.V. SABLED PERMIT ONLY HANDICAP SYMBOL WHITE (503; 244-0552 VIOLATORS SUBJECT TO WITH BLUE BACKGROUND BROOM FINISH �' r TOWING UNDER ACCESSIBLE RAMP 3" SMOOTH ORS 811.620 AND FINE ACCESSIBLE SIGNAGE TROWELED JOINT �' UP TO 1450 UNDER PER STATE WITH DETECTABLE WARNING TYPICAL 2 ' ORS 811.615 REQUIREMENTS + CONCRETE RAMP FLUSH 1,. WITH ASPHALT 7 3� '-� '� +' VAN-ACCESSIBLE VAN ACCESSIBLE SIGN WHERE PAINT STRIPE �.: ; ' = REQUIRED 4" PAINT STRIPES AT :v y 3" WIDE PAINT STRIPE _ 00 2'-0" 0/C TYPICAL i SLOPE' o r' TYPICAL z ACCESSIBLE SYMBOL, , N GALVANIZED STEEL POST -< PAINTED PER NOTES: , j STATE REQUIREMENTS 1. ALL ACCESSIBLE STRIPING ; .' "; v: N �n 86 o AND SIGNAGE TO COMPLY WITH ORDINANCE ORS 3 447.233. o,� A4 2. ACCESSIBLE SIGN TO BE o 30' TYP. MOUNTED TO SIDE FOR WALK AND CURB WALK EVEN WITH VAN ACCESS LOCATIONS WALK AND CURB 67' 1 AND MAY BE CENTERED SLOPING EVEN WITH PAVING TOP OF CURB I 1 LO FOR STANDARD ACCESSIBLE cv \ ......................................... SPACES. �� PAVING 3. WHITE STRIPING PREFERRED os r� _MI N. BLUE BACKGROUND AND 6'-0" 4'-0" BLUE PAINTED CURB 4" 10" 4 9'-0" 6'-0" STD. TYP. OPTIONAL DANIE 4W�0�v 4. MAXIMUM 2% SLOPE ALL 2'-88" TIGARD, TYPICAL OREGON DIRECTIONS EXCEPT AT RAMPS U � (T� Accessible Parkin Stall ( 2`� Accessible Sidewalk Ram ('_33International Accessible Symbol ( 4'� Accessible Parkin Signage OF �4YC'=I'—O"5b4A4 Y4"= ��415b2 —0" ��41 1"=1'-O" =1' O" Client: Kidder WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/8" NOMINAL METAL DN. V AN PROVIDE STUD BRACING TO STRUCTURE Mathews ABOVE E IS LESS THAN 59 WITH (2) #8 SHEET METAL - (1) BRACE AT 8'-0" 0/C TO ONE SCREWS AT EACH END; PROVIDE SIDE ONLY, STAGGER SIDES. WHERE DOUBLE STUD BRACE WHEN DISTANCE IS GREATER THAN 5' 9"' DISTANCE TO STRUCTURE ABOVEI PROVIDE BRACES EACH DIRECTION AT 2x BLOCKING IS GREATER THAN 5'-9". BRACING I I One SW Columbia -Suite 950 81-01, 0/C TO BE PROVIDED WHERE DISTANCE o I 4Portland, Oregon 97258 5 BETWEEN PERPENDICULAR I I � INTERSECTING WALLS OR ' EXISTING SECOND FLOOR FRAMING HORIZONTAL BRACING BETWEEN ,, (D I Project: WALLS EXCEEDS 8'-0" 0 NOT EXTEND BRACING INTO EXPOSED ( COMMPATH OF TRAVEL—zs—a 2x6 AT 16" O.C. WITH Proposed TI STRUCTURE AREAS L 1%Z" x 1%2" x 16 GA x 5/8" GYPSUM BOARD EACH SIDE I „ D � for 3 WITH (4) #8 SCREWS SUSPENDED CEILING '1 EACH SIDE 7 :17 CASING BEAD USG 200—A - Lennox ATTACH STUD TRACK TO BRACING THROUGHSUSPENDED ACOUSTIC TILE I I I Industries Inc. OVERSIZED HOLE IN 5/8" GYPSUM BOARD EACH SIDE CEILING AT 9'-0"f, I I SECURE TO STUDS WITH TYPE 'S' FIELD VERIFY I 7500 SW Tech Ctr Dr-Suite 110 GRID SCREWS AT 5 — 7 O/C Tigard, Oregon 97223 24" 0/C STUD CHART: RUBBER BASE • 362 S 125-18 TO 9'-11" • 362 S 137-33 TO 17'-6" I • 400 S 162-33 TO 19'-10" I I Sheet Title: 4" RUBBER BASE • 600 S 162-33 TO 27'-7" TYPICAL SEE A/E FOR ALTERNATE POWER-ACTUATED FASTENERS: ( 1 Details SIZES •0.145"O x J" MIN. EMBED AT POWER—ACTUATED FASTENERS: 12" 0/C WALL TO 22'-0" _ _ _Extr TRAVEL o►sTAHCE=�4z_z_ n n and Second •0.145 x MIN. EMBED AT 0.145"0 x MIN. EMBED AT 12" 0/C WALL TO 22'-0" 6" 0/C, WALL TALLER THAN Floor Exiting •0.145"0 x J" MIN. EMBED AT 22'-0" 6 0/C, WALL TALLER THAN (�_5 Wall to Suspended Ceiling22'-0" 6 Bearing Wall Plan ��43„-1 -0” 1A4 3,.-1,-0" laid—r8 le4—rl Second Floor Exiting Plan 0 2 4 8 16 Revisions: MILDREN DESIGN GROUP, P.C., 2014, 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: 2 October 2014 Drawn by: Checked by: BK DAV Job Number: 114137 Sheet Permit Submittal - October 2014 A4 GENERAL STRUCTURAL. NOTES: CODE REQUIREMENTS: MILDREN DESIGN GROUP, P.C. FLOOR LIVE LOAD: 5OP5F + 151`15F PARTITION LOADING ARCMTECTURE ■ SPACE PLANNING EXISTING COA I 7I2W0_ 7650 S.W. Beveland, Suite 120 THE CONTRAGTGR 0H4;_L FIE.-L) VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE an Ti d Oregon 97223-8692 CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS g g SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. (503) 244-0552 TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN O DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. O EARTHWORK: PROTECT INCOMPLETE WORK FROM FLOODING DURING STORMS OR OTHER CAUSES, THOROUGHLY T.M. RIPPEY [� BRACE OR OTHERWISE PROTECT ALL STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSULTING ENGINEERS CONSTRUCTION. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DISTURBANCE OF AND TO 7650 Sw Beveland Street,Suite 100 PROPERLY DRAIN THE AREAS UPON WHICH CONCRETE IS TO BE POURED, DO NOT ALLOW WATER TO Tigard, Oregon 97223 ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF THE BASE FOUNDATIONS. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND RAINWATER TO TEMPORARY DRAINAGE Phone:(503)443-3900 DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR THIS STRUCTURE. ENSURE THAT Fax:(503)443-3700 THE WATERING OPERATIONS WILL NOT ADVERSELY AFFECT FOUNDATIONS. MAINTAIN THE EXCAVATION FREE FROM GROUND WATER FOR THE TIME REQUIRED TO COMPLETE THE WORK IN A PROPER WORKMANLIKE MANNER. REMOVE LOOSE OR DISTURBED SOIL FROM THE BOTTOMS OF EXCAVATION. FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED STRUCTURAL FILL. 4x8 HEADER W/ D.F. *2 W/ (1) 2x4 WHERE COMPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, gIftUCTUR4Z CRIPPLE EACH OVER EXCAVATE AND BACKFILL WITH 3/4" MINUS CRUSHED ROCK COMPACTED TO MINIMUM OF 9E;% OF END --yl THE DRY DENSITY AS MEASURED BY AASHTO T150. AT DISTURBED AREAS WITHIN 3'-0" OF BUILDING ��DPROfIS FOUNDATIONS COMPACT TO MINIMUM 95% OF THE DRY DENSITY AS MEASURED BY AASHTO T180. �IyGINEE� 0 ® — E F CAST-IN-PLACE CONCRETE: 13,089 FOOTINGS: f'c=3,000 PSI AT 28 DAYS. (MINIMUM GEMENT CONTENT = 470 LBS) L J f'c = 3000 PSI (0.54 NON-AIR ENTRAINED, 0.46 AIR ENTRAINED) OREGON CONCRETE REINFORCING STEEL: � Gl r 1 11 $%Cj �cc, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, UNLESS lyY MERWW m OTHERWISE NOTED. .n `t REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: LL EXPIRES: 12-31-14 ELEVATIONz `9 ry CONDITION: MINIMUM COVER: � Client: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 METALS: Kidder r ALL MISCELLANEOUS STEEL: ASTM 436 (Fy=36,000 PSI), OR AS NOTEDASTM A512 (Fy=50 KSI). SQUARE AND RECTANGULAR HSS: ASTM A500, GRADE "B" (Fy=46,000 FSI). Mathews ALL BOLTS: ASTM A301 UNLESS NOTED OTHERWISE. WELDING: PER AWS STANDARDS. E10XX ELECTRODE AND BY CERTIFIED WELDERS. � - ALL STEEL TO HAVE SHOP GOAT. ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO BACKFILLING. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE 'A15C, SPECIFICATION FOR 5 STRUCTURAL STEEL BUILDINGS". WELDING SHALL CONFORM TO THE AWS CODES FOR ARG AND GAS One SW Columbia -Suite 950 WELDING IN BUILDING CONSTRUCTION AND SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE Portland, Oregon 97258 USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO FABRICATION. NORTH CARPENTRY: 0 2' 4' S' FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON Project: 1 FRAMING PLAN STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE S1 .0 SCALE: 1/8" = 1'-0" DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS Proposed TI NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPp SON HU OF SIZE RECOMMENDED FOR 1 MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF for TIMBER CONSTRUCTION, AITC A190.1 AND ASTM D 3731, EACH MEMBER SHALL BEAR AN AITC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE Lennox COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD, BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE 24F - V4. Industries, Inc. 7500 SW Tech Ctr Dr-Suite 110 Tigard, Oregon 97223 Sheet Title: EXIST. FLOOR SHEATHING Genera i�w1 Notes, � 11/4"x5x1'-0" LONG TIMBER- J STRAND W/(4) SIMPSON EXIST. FLOOR Plan, Section 1/4'0 x31/z" 'SDS' SCREWS TO V0 ALLOW FOR CLEARANCE 3 NEW GL 6314x15 SIM. 3 OF 'ECGO' AS REQ'D EACH and Detail SI.O 51.0 SIDE AND EACH END x 7 x 24F-V4 USE SIMPSON 'HU214' x x u a u u HANGER WHEN EXIST. 2x12 HITS 'ECCO' HANGER 0 . 0 SIMPSON ECCO1 0 TYP. ----- Revisions: I I I CUT EXIST. 2x12, TYP. TYP_ I I AND HANG THEM FROM 3 %6 1 I G NEW EACH SI W/ E L E DE HSS 311/2x311/2x1i4 EXIST. STORE I SIMPSON 'LU5210' HANGER FRONT SYSTEM I EACH END GL 6 5 8 NEW 3/xl M E a I I I I BASE Rz x4x0 -10 z„ W/ I I (2) F%"o x311/2" MIN. EMBED. I W/ HILTI HUS-EZ '� 7I/2OIC. I HSS 31/2x31/2x1/4 3 3 I SIM. EACH END SLO EXIST_ 5�� CONC. 51.0 I 3” GROUT SLAB TYP. 3�6 1 EXIST. 5" CONC. SLAB CONFIRM EXIST. 12'' T.M. RIPPEY DEEP X 8" WIDE. ��\�\\�\\�\\�\\ `' d d ©CONSULTING ENGINEERS INC. ��\�\�\� _ p 2014, ALL RIGHTS RESERVED \ I I TURN DOWN SLAB ��\\� \\% a a 4 THESE DRAWINGS ARE THE PROPERTY OF 7Ea 4 EDGE ` /\\/ d TM RIPPEY CONSULTING ENGINEERS INC. FOOTING 2'-S' x2'-S' xl'-0" I ° ° J a d d d AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER W/ (3) 04 x2'-2' EACH WAY WRITTEN PERMISSION OF T.M. RIPPEY ad a CONSULTING ENGINEERS INC. FOOTING 2 -8 x2 -8 xl -0 d a W/ (3) 04 x2'-2" EACH WAY Date: 2 October 2014 FOOTING PER 2/51 Drawn by: Checked by: 2 5 CT 1 ON H 5 5 CC)LUr-IN CONNECTION JSC TMR SCALE: 11/2" = 1'-0" S� y SCALE: I" = 1'-0" Job Number: 114137 Sheet of: S1 .0 Permit Submittal - October 2014 TMRJOB NUMBER 14328 1