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Plans (5)BUP2013-00044 INDEX OF DRAWINGS T1.0 CODE SUMMARY PLAN AND NOTES A2.1 PARTIAL FOURTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, AND NOTES A8.1 DETAILS AND ELEVATIONS A9.1 SCHEDULES THE SCOPE OF WORK FOR THE PROJECT INCLUDES INTERIOR TENANT IMPROVEMENTS FOR AN APPROXIMATELY 3,214 SQUARE FOOT TENANT ON THE FOURTH OF FIVE FLOORS. WORK TO INCLUDE DEMOLITION, NEW WALLS, DOORS, AND RELITES. TENANT APPROVAL: DESIGN/CODE DATA GOVERNING CODE: 2010 OSSC OCCUPANCY: B CONSTRUCTION TYPE: TYPE I—B TENANT AREA (APPROX): APPROX. 3,214 S.F. OCCUPANCY LOAD: 33 1 REQUIRED EXIT, 1 EXIT PROVIDED ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAGE BUILDING IS FULLY SPRINKLED AND HAS NFPA SMOKE DETECTION THROUGHOUT WITH ON SITE EMERGENCY GENERATOR FOR FIRE, LIFE/SAFETY BACKUP POWER NORTH 61:404=14OX01J=RTAII■LI 2010 OSSC SECTION 107.3.4.2 FIRE SPRINKLER & ALARM MECHANICAL ELECTRICAL PLUMBING EXIT ILLUMINATION TRIANGLE III 13221 SW 68TH PARKWAY LEGEND (by separate permit) o EXISTING WALL TO REMAIN KzzKKKKm= NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 NOTE: DESIGN BUILDERS FOR M.E.P. AND FP. ARE FULLY RESPONSIBLE FOR THE DESIGN EXIT OF THESE SYSTEMS/COMPONENTS. THESE SYSTEMS/COMPONENTS SHOWN ON DOCUMENTS ARE SCHEMATIC ONLY: THEY ARE NOT INTENDED TO REPRESENT FINAL/CODE COMPLIANT DESIGN. PROVIDE DESIGN DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD FOR REVIEW PRIOR TO SUBMITTAL VALUATION OF WORK = $30,795 ADA UPGRADE = BUILDING IS FULLY COMPLIANT MA'RJ nc CODE SUMMARY PLAN 1/16"=1'-0" EXISTING 1 HOUR RATED WALL TO REMAIN EXISTING DEMISING WALL TO REMAIN REQUIRED EXIT NOT IN SCOPE OF WORK VICINITY MAP RECEIVED FEB 21 2013 CITY OFTIGARD 13UILDINGDIVISION w m �a 00 (0 ca (0 0M V)N cu ¢W cu b >L6 0 0 0S �73 ca r- 0 > C9 CIO 'w c �C-< �0 0 w b O W uJ��� VScy > ab• WCDT Qv)�--J 0c 13 0 Client to W Q IM U u a: U Project SPACE PREP SUITE 410 3041 Yj 4--y�tl�O—RTLAND, ETER P, ALTO f� s 0 OREGO OF CR © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 0� REVISIONS REVISION DELTA S� THIS CLOSING DATE wo SHEET CITY OF TIGARD Approved....... �................... Conditionally Approved .............. [ ] See Letter to: Follow .................. [ ] 11 , r AMR s 17 dVL' l}t- C)m"ncy teed Construction Type c Rated Corridor BnergyCode MF Acxssibiligr -�;' Approved pians shall be on job site. OFFICE COPY SHEET TITLE: CODE SUMMARY PLAN AND NOTES DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: T1.0 JOB No. 2080243.28 BID/PERMIT SET:1/25/13 208024328\ARCH\28-T1.0.DWG JAC 01/24/13 13.45 1:96.00 PARTIAL FOURTH FLOOR PLAN 1/8"=1'-0" 118"=I' -O" GENERAL NOTES A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. R. PROVIDE SOUND ATTENUATION BATT AT ALL NEW AND EXISTING WALLS. B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. S. THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL DRAWINGS AND SPECIFICATIONS C. COORDINATE ELECTRICAL REQUIREMENTS WITH OWNER, ALL ELECTRICAL DRAWINGS REQUIRED FOR ALL OTHER PERMITS. ® WILL BE BY DEFERRED SUBMITTAL. T. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF ALL FURNISHINGS, D. ALL NEW INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. ® M E. ALL NEW INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING ME TENANT DOOR HARDWARE SHALL BE BUILDING STANDARD, IF APPLICABLE, WITH STANDARD UNLESS NOTED OTHERWISE. FINISH TO MATCH BUILDING STANDARD. F. ME V. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR HAS BEEN PERFORMED ON 2/23/11. PLAN, ELECTRICAL AND CEILING INFORMATION HAS OEM FUTURE USE. o BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR W. mom -' (D-- TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH OWNER. �1�' REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. G, LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS X. PATCH AND REPAIR ALL EXISTING WORK TO BE LEFT IN PLACE THAT IS DAMAGED DURING FINISH PRODUCTS. DEMOLITION OPERATIONS. H. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. Y. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-0"f (EXISTING) AFF, UNLESS 1 NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. NOTED OTHERWISE. J, PATCH AND REPAIR EXISTING WORK DAMAGED DURING CONSTRUCTION TO NEW Z. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT CONDITION. SEE DETAILS 1/A8.1. K. MECHANICAL, ELECTRICAL AND PLUMBING DESIGN/BUILD BY OTHERS. AA. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS L. PROVIDE SCHLUTER TRANSITION AT STONE TILE TO CARPET TRANSITION. AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF M. INSTALL STONE TILE FLOORING IN ACCORDANCE WITH CURRENT TCA STANDARDS FOR 2x4 TILE, UNLESS NOTED OTHERWISE. THINSET INSTALLATION METHOD. BB. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. N. REUSE ALL DEMOLISHED COMPONENTS WHERE POSSIBLE. SERVICE OR REPAIR TO CC. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS PROVIDE 'LIKE NEW' OPERATION AND APPEARANCE. DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING 0, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR REQUIRED CLEANING INFRASTRUCTURE IN CEILING. THROUGHOUT THE STRUCTURE, DEEMED TO BE THE RESULT OF THEIR WORK. THE DD. EXISTING DAMAGED CEILING GRID AND TILE TO BE REPAIRED OR REPLACE TO LIKE CONTRACTOR WILL CLEAN UP ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, NEW CONDITION. BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. EE. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE p, ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO AND FIRE ALARM IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ARCHITECT/DESIGNER PRIOR TO SUBMISSION OF A COST FOR CONSTRUCTION, SO START OF WORK. THAT THE CLARIFICATION CAN BE ISSUED. Q. THE CONTRACTOR SHALL COORDINATE MECHANICAL, ELECTRICAL AND FIRE SPRINKLER DRAWINGS WITH ARCHITECTURAL TENANT IMPROVEMENT DRAWINGS. ADVISE ARCHITECT/DESIGNER PROMPTLY OF ANY CONFLICTS BETWEEN DISCIPLINES. milli NOVI I III MAIN MEMO 0 118"=I' -O" GENERAL NOTES A. DIMENSIONS REFLECT FACE OF FINISH TO FACE OF FINISH, UNLESS NOTED OTHERWISE. R. PROVIDE SOUND ATTENUATION BATT AT ALL NEW AND EXISTING WALLS. B. WALL THICKNESS ARE NOMINAL, UNLESS NOTED OTHERWISE. S. THE CONTRACTOR SHALL SUPPLY ALL ADDITIONAL DRAWINGS AND SPECIFICATIONS C. COORDINATE ELECTRICAL REQUIREMENTS WITH OWNER, ALL ELECTRICAL DRAWINGS REQUIRED FOR ALL OTHER PERMITS. ® WILL BE BY DEFERRED SUBMITTAL. T. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF ALL FURNISHINGS, D. ALL NEW INTERIOR WALLS TO GO TO UNDERSIDE OF GRID UNLESS NOTED OTHERWISE. ® FINISHES, BUILDING STRUCTURE, EQUIPMENT, AND SYSTEMS, AS REQUIRED. E. ALL NEW INTERIOR DOORS TO BE SOLID CORE FLUSH WOOD DOORS TO MATCH BUILDING U. TENANT DOOR HARDWARE SHALL BE BUILDING STANDARD, IF APPLICABLE, WITH STANDARD UNLESS NOTED OTHERWISE. FINISH TO MATCH BUILDING STANDARD. F. OUTLETS INDICATED ARE EXISTING UNLESS NOTED OTHERWISE. SITE VERIFICATION V. SALVAGE ALL DEMOLISHED COMPONENTS AS POSSIBLE. RETURN TO LANDLORD FOR HAS BEEN PERFORMED ON 2/23/11. PLAN, ELECTRICAL AND CEILING INFORMATION HAS FUTURE USE. o BEEN UPDATED (OBSERVATION IS LIMITED TO VISIBLE/ACCESSIBLE AREAS). CONTRACTOR W. SAVE AND RECYCLE DEMOLITION DEBRIS WHERE POSSIBLE. COORDINATE WITH CITY OF TIGARD -' (D-- TO FIELD VERIFY AND CONFIRM ADDITIONAL REQUIREMENTS WITH OWNER. �1�' REQUIREMENTS FOR RECYCLING DEMOLITION DEBRIS. G, LOWER VOC PAINT SYSTEMS TO BE UTILIZED, TO INCLUDE PRIMERS AS WELL AS X. PATCH AND REPAIR ALL EXISTING WORK TO BE LEFT IN PLACE THAT IS DAMAGED DURING FINISH PRODUCTS. DEMOLITION OPERATIONS. H. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK. Y. SUSPENDED ACOUSTICAL TILE CEILINGS AT 9'-0"f (EXISTING) AFF, UNLESS 1 NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. NOTED OTHERWISE. J, PATCH AND REPAIR EXISTING WORK DAMAGED DURING CONSTRUCTION TO NEW Z. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL EQUIPMENT CONDITION. SEE DETAILS 1/A8.1. K. MECHANICAL, ELECTRICAL AND PLUMBING DESIGN/BUILD BY OTHERS. AA. CENTER ALL DOWN LIGHTS, FIRE SPRINKLERS HEADS, SMOKE DETECTORS L. PROVIDE SCHLUTER TRANSITION AT STONE TILE TO CARPET TRANSITION. AND ALL OTHER CEILING PENETRATIONS IN CENTER OF 2x2 PORTION OF M. INSTALL STONE TILE FLOORING IN ACCORDANCE WITH CURRENT TCA STANDARDS FOR 2x4 TILE, UNLESS NOTED OTHERWISE. THINSET INSTALLATION METHOD. BB. LIGHTING LAYOUT IS SHOWN FOR PRELIMINARY DESIGN INTENT ONLY. N. REUSE ALL DEMOLISHED COMPONENTS WHERE POSSIBLE. SERVICE OR REPAIR TO CC. FINAL LIGHTING LAYOUT TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND IS PROVIDE 'LIKE NEW' OPERATION AND APPEARANCE. DEPENDANT ON OREGON ENERGY CODE ALLOWANCES AND EXISTING BUILDING 0, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR REQUIRED CLEANING INFRASTRUCTURE IN CEILING. THROUGHOUT THE STRUCTURE, DEEMED TO BE THE RESULT OF THEIR WORK. THE DD. EXISTING DAMAGED CEILING GRID AND TILE TO BE REPAIRED OR REPLACE TO LIKE CONTRACTOR WILL CLEAN UP ALL AREAS AFFECTED BY DUST OR ANY MATERIALS, NEW CONDITION. BOTH DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. EE. THE CONTRACTOR SHALL CAREFULLY EXAMINE CONSTRUCTION DOCUMENTS FOR THE p, ALL DIMENSIONS SHOWN AS PLUS/MINUS (t) ARE FOR GENERAL LAYOUT AND WORK. ANY CONFLICTS, INCLUDING BUT NOT LIMITED TO BUILT CONDITIONS OF M.E.P. REFERENCE ONLY. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO AND FIRE ALARM IN THE PLANS SHALL BE CALLED TO THE ATTENTION OF THE START OF WORK. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO ARCHITECT/DESIGNER PRIOR TO SUBMISSION OF A COST FOR CONSTRUCTION, SO START OF WORK. THAT THE CLARIFICATION CAN BE ISSUED. Q. THE CONTRACTOR SHALL COORDINATE MECHANICAL, ELECTRICAL AND FIRE SPRINKLER DRAWINGS WITH ARCHITECTURAL TENANT IMPROVEMENT DRAWINGS. ADVISE ARCHITECT/DESIGNER PROMPTLY OF ANY CONFLICTS BETWEEN DISCIPLINES. KEYNOTES 1. ALIGN NEW WALL WITH EXISTING WALL 2. ALIGN NEW WALL WITH EXISTING EDGE COLUMN OR PILASTER 3. NEW FRAMELESS GLASS DOOR WITH ADJACENT 6'-6" WIDE CHANNEL SET BUTT GLAZING, SEE 4/A8.1 4. NEW COAT ROD AND SHELF. SEE 9/A8.1 5. INSTALL STONE TILE IN 1/3 OFFSET PATTERN AS INDICATED. l NORTH KEY PLAN NTS Project SPACE PREP SUITE 410 TRIANGLE III 13221 SW 68TH PARKWAY DWD, OR 97223 3041 P ER TO RTIAND, OREGON OF C310 © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: od REVISIONS REVISION DELTA THIS CLOSING DATE ¢o SHEET SH(- EET TITLE: PARTIAL FOURTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, AND NOTES DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: A2.1 JOB NO. 2080243.28 BID/PERMIT SET: 1/25/13 208024328\ARCH\28-A2.1.DWC JAC 01/24/13 14:11 1:96.00 ==?==== = EXISTING CONSTRUCTION TO BE DEMOLISHED I I ttf� EXISTING CEILING GRID o EXISTING WALL TO REMAIN EXISTING 2'x4' LIGHT FIXTURE TO REMAIN ® NEW WALL TO UNDERSIDE OF GRID, SEE 3/A8.1 ;.. ==' "' _- EXISTING LIGHT FIXTURE TO BE REMOVED/RELOCATED EXISTING 1 HOUR RATED WALL TO REMAIN ® NEW/RELOCATED 2'x4' LIGHT FIXTURE EXISTING 2 HOUR RATED WALL TO REMAIN ® NEW/RELOCATED 24-HOUR 2'x4' LIGHT FIXTURE EXISTING DEMISING WALL TO REMAIN EXISTING 24 -HR LIGHT FIXTURE TO REMAIN EXISTING OUTLET AND TELEPHONE/DATA EXISTING RECESSED LIGHT FIXTURE TO REMAIN NEW OUTLET AND TELEPHONE/DATA EXISTING SPRINKLER HEAD o EXISTING FIRE STROBE 1f DEMOLISHED SPRINKLER HEAD -' (D-- KEY NOTE FOR REFERENCE �1�' EXISTING SUPPLY/RETURN VENT TO REMAIN 2DOA DOOR NUMBER SYMBOL EXISTING SMOKE DETECTOR EXISTING EXIT SIGN TO BE REMOVEDIRELOCATED ® NEW OR RELOCATED EXIT SIGN NORTH KEY PLAN NTS Project SPACE PREP SUITE 410 TRIANGLE III 13221 SW 68TH PARKWAY DWD, OR 97223 3041 P ER TO RTIAND, OREGON OF C310 © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: od REVISIONS REVISION DELTA THIS CLOSING DATE ¢o SHEET SH(- EET TITLE: PARTIAL FOURTH FLOOR PLAN, REFLECTED CEILING PLAN, KEY PLAN, AND NOTES DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: A2.1 JOB NO. 2080243.28 BID/PERMIT SET: 1/25/13 208024328\ARCH\28-A2.1.DWC JAC 01/24/13 14:11 1:96.00 A FLOOR OR ROOF STRUCTURE POP RIVET RUNNER TO 7/8" WALL ANGLE AT 2 ADJACENT WALLS, FASTEN CLOSURE ANGLE WITH #6 SCREWS DIRECTLY TO WALL FRAMING OR PROVIDE STRUT STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER ADDITIONAL #12 WIRE SUPPORT AT ALL MEMBERS WITHIN 8" OF PERIMETER LATERAL BRACING WITH APPROVED VERTICAL COMPRESSION STRUT AT 12'-0" OC EA WAY COUNTERSLOPE HANGERS IF MORE THAN 1:6 OUT OF PLUMB CROSS RUNNERS FIT BETWEEN MAIN RUNNERS MAIN RUNNERS AT 4'-0" OC 6'-0" MAX SUPPORT WITH #12 WIRE AT 4'-0" OC OR WITH #10 WIRE AT 5'-0" OC EA WAY LATERALLY BRACE MAIN RUNNER TO NOTE: STRUCTURE AT 12'-0" OC EA WAY. ALL GRID MEMBERS AND BEGIN BRACING WITHIN 6'-0" OF CONNECTION DEVICES TO BE OF AN PERIMETER AND 2" FROM CROSS MEMBER APPROVED TYPE AND HAVE A 180# IN AREAS GREATER THAN 1,000 SF CAPACITY. ALL LATERAL BRACING SECURE ALL HANGERS TO BLDG WIRES TO HAVE A 200# CAPACITY. STRUCTURE. TRAPEZE DUCT WORK AND OTHER LARGE OBSTRUCTIONS 1 SUSPENDED CEILING BRACING AH1 NOTE: PROVIDE SEISMIC SEPARATION JOINTS IN CEILINGS GREATER THAN 2,500 SF. PROVIDE HEAVY DUTY GRID SYSTEM. FLUSH WOOD DOOR es_t �DHOLLOW MTL CK DOWN FRAME, TYP o 0 0 w SEE DOOR SCHEDULE A FLUSH DOOR ATTACH CHANNEL FLOOR PER MFR RECOMMENDATIONS 0 0 X UJ TO 3/4" GAP BETWEEN EDGE OF ANGLE AND CLIP -- DO NOT SCREW BERC 2 CLIP TO TRACK TABLE MAX. LENGTH 112" DIA CONDUIT (EMT) 5'-10" 3/4" DIA CONDUIT EMT 7'-8" 1" DIA CONDUIT EMT SGL 162S125-33 MTL STUD 1-5 8"x2OGA 12'-0" BACK TO BACK 162S125-33 MTL STUDS 1-5 8"x20GA 15'-0" SGL 2505125-33 MTL STUD 2-1 2"x2OGA 13'-6" BACK TO BACK 250S125-33 MTL STUDS (2-1/2"x20GA) 15'-0" SEE PLAN _ SEE DOOR 11 B FLUSH DOOR W1 RELITE 7 A8.1 WALL BEYOND TEMPERED GLAZING PER SPECIFICATION BRUSHED ALUMINUM CHANNEL RESILIENT SPACER ATTACHMENT FLOOR FINISH w m FLOOR SYSTEM N J "7� RELITE SILL DETAIL AT FLOOR A$.1 1 1/2"=1 SCHEDULE J n W 1/2"=1'-0" o 0 3 Lu z NTS z U LIMITING WALL HEIGHT TABLE INTERIOR NON STRUCTURAL COMPOSITE WALLS L/240 0 5psf DESICAA11ON SPACING MAX. WALL HEIGHT 362S125-18 24" 13'-5" 3625125-18 16" 14'-4" 362S162-33 ` 16" 16'-5" 3625162-43 16"18'-0" 60OS162-33 16" 24'-6" INTERIOR NON STRUCTURAL COMPOSITE WALLS L/360 ®5psf WITH CERAMIC TILE FACWG DESIGNATION SPACING MAX. WALL HEIGHT 362S125-18 16" 12'-4" 3625125-33 WALL TABLES ARE BASED ON WALLS SHEATHED BOTH SIDES FULL HEIGHT WITH 1/2" GYPSUM BOARD ATTACHED WITH #6 SCREWS MIN. AT 12"-0" O.C. MAX. z f S C F HEAD SIMILAR TOP OF WALL DETAIL PER 9/A1.1 362S125-43 STUD BRACING TO UNDERSIDE OF EXISTING FLOOR/ ROOF ® 6'-0" oc ALTERNATING W/ (2) #8 SMS AT EA END 362S125-18 ® 16" oc SAT CEILING PER PLANS 'CEILING -0" AFF .59am rL GLAZING CHANNEL TEMPERED GLAZING PER SPECIFICATION 0 WALL BEYOND = BUTT GLAZING HEAD CONDITION SOUND ATTENUATION BATT AS OCCURS GYP BD WALL AS OCCURS DOUBLE STUD AT JAMB, TYP TIMELY FRAME, MATCH BLDG STD MAX SUSPENDED CLG ASSEMBLY �r CUT TILE FOR TIGHT--' FIT AT WALLS CASING BEAD USG 200-A GYP BD EA SIDE SOUND ATTENUATION —� AT ALL NEW WALLS, TYP. i METAL STUDS GYP BD EA SIDE CONCRETE SLAB ATTACH STUD TRACK THROUGH GRID TO BRACE ABOVE 1ZL45' 71 25 GA 3 1/2" METAL STUD BRACING TO FLOOR STRUCTURE AT 8'-0" OC W/ (2) #8 SHEET METAL SCREWS AT EACH END. BRACING TO BE PROVIDED WHERE DISTANCE I BETWEEN PERPENDICULAR INTERSECTING WALLS OR HORIZONTAL BRACING v BETWEEN WALLS EXCEEDS 8'-0" OC METAL STUDS SEE WALL HEIGHT TABLE FOR GAUGE AND SPACING CONT ACOUSTIC SEALANT f EA SIDE AGAINST TRACK NO SEALANT AT SIM COND "31NON-BEARING WALL A81 % AT FLOOR AND SUSPENDED CEILING 011010101 =1 -0" Cr o 0 CONTINUOUS P -LAM EDGE — PLAS. LAM. ON ALL EXPOSED SURFACES — STEEL HANGRAIL F.T. WOOD BLOCKING 5 1/ 11 1/2" END & INTERMEDIATE BRACKETS - SPACE TO ALLOW MAX. 36" SPAN. 3/4" PART. BD. - ANCHOR TO END WALLS OF CLOSET CHROME ROD 0 s COAT CLOSET SHELF AND ROD A8.1 3"=1'-0" o U BOTTOM TRACK TO FINISH FLOOR W/ POWDER DRIVEN ANCHORS AT 4'-0" OC ID ATTENUATION BATT ICCURS SEAL ® PERIMETER TYPICAL CLEAR SILICONE 1/4" TEMP GLASS LIGHT AS OCCURS BUTT GLAZED SIDE FULL GLASS DOOR O 3„=1'-0” O 0 Project SPACE PREP SUITE 410 TRIANGLE III 13221 SW 68TH PARKWAY TIGARD, OR 97223 P Ep �P. ALT i I C1 t%PbRTLAND, OREGON pg pg © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: 7 0 N� REVISIONS REVISION DELTA 5 �THIS CLOSING DATE p SHEET SHEET TITLE: DETAILS AND ELEVATIONS DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: JOB No. 2080243, .28 BID/PERMIT SET: 1/25/13 208024324\ARCM\28-A8.1.DWG JAC C1/28/73 09:53 1:1.00 � ¢ w ig:W W 'ro a: zi ® 4-13 0) r� to wo 'i-, .0 'D r- Project SPACE PREP SUITE 410 TRIANGLE III 13221 SW 68TH PARKWAY TIGARD, OR 97223 P Ep �P. ALT i I C1 t%PbRTLAND, OREGON pg pg © GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: 7 0 N� REVISIONS REVISION DELTA 5 �THIS CLOSING DATE p SHEET SHEET TITLE: DETAILS AND ELEVATIONS DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: JOB No. 2080243, .28 BID/PERMIT SET: 1/25/13 208024324\ARCM\28-A8.1.DWG JAC C1/28/73 09:53 1:1.00 DOOR ROOM FINISH SCHEDULE DOOR ROOM DOOR IDOORI FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING CEILING TYPE MAT'L FINISH ROOM NAME MAT'L MAT'L MAT'L MAT'LMAT'L MAT'L i1 FINISH COMMENTS FINISH FINISH FINISH FINISH FINISH FINISH HMK FF 4_AB.T MAT'L 401 RECEPTION ST WB EXIST GB/P GB/P EXIST EXIST EXIST ABBREVIATIONS: 402 STORAGE EXIST EXIST/R EXIST GB/P GB/P EXIST EXIST EXIST 403 CONFERENCE EXIST EXISTIRS EXIST EXIST GBP GBP EXIST EXIST DOOR SCHEDULE COMMENTS: 404 HALL EXIST EXISTIRN GB/P GBP -- GBP EXIST EXIST B. ALL DOORS, FRAMES AND HARDWARE TO MATCH 405 OPEN AREA EXIST EXISTIRO GB/P EXIST EXIST EXIST EXIST EXIST 406 IOPEN AREA EXIST EXIST R GBP -- EXIST EXIST I EXIST EXIST FINISH SCHEDULE NOTES: ABBREVIATIONS: A. ALL INTERIOR FINISHES BUILDING STANDARD, TO CPT CARPET MATCH EXISTING. EXIST EXISTING B. PATCH AND REPAIR ALL EXISTING WALLS WHERE GB GYPSUM BOARD AFFECTED BY NEW WORK. PAINT NEW WALLS AND P PAINT EXISTING WALLS WHERE AFFECTED BY NEW WORK. RB RUBBER BASE PROVIDE RUBBER BASE AT NEW WALLS TO MATCH ST STONE EXISTING , U.N.O. VCT VINYL COMPOSITION TILE WB WOOD BASE DOOR SCHEDULE DOOR DOOR DOOR IDOORI FRAME DETAILS HDWR RATING COMMENTS ® 00 ®� OPENING SIZE THK I TYPE MAT'L FINISH MAT'L FINISH GROUP 401A 3 —0 x8 —0 1 i1 9, >L6 zi 40e 3 0x8'-0' -EXISTIING 1 F� SC S HMK FF 4_AB.T H-1 -- 403A I 3 —0 8 0" -- I GL I GIL IGL -- -- 41A8.1 H-2 -- HARDWARE GROUPS: ABBREVIATIONS: H-1: PASSAGE EXIST EXISTING LATCHSET F75 GRADE 1, FF FACTORY FINISH BUTTS, SEAL, STOPS FL FLUSH H-2: BUILDING STANDARD GL GLASS PUSH/PULL, PIVOT, HMK HOLLOW METAL KNOCKDOWN CONCEALED CLOSER S STAIN SC SOLID CORE WOOD DOOR SCHEDULE COMMENTS: DOOR SCHEDULE NOTES: 1. EXISTING DOOR AT RATED A. ALL DOORS/CLOSURES TO BE CHECKED, ADJUSTED, CORRIDOR AND/OR REPLACED TO BE IN COMPLIANCE WITH ADA. B. ALL DOORS, FRAMES AND HARDWARE TO MATCH TENANT BUILDING STANDARDS. C. VERIFY DOOR HEIGHT DIMENSIONS. APPROXIMATE MEASUREMENTS BASED ON FIELD OBSERVATION. D. NEW DOORS MAY BE PULLED FROM EXISTING BUILDING INVENTORY OR RELOCATED WITHIN SUITE WHERE POSSIBLE. SCHEDULE OF INTERIOR FINISHES P-1: MATCH EXISTING RB -1: MATCH EXISTING ST -1: DALTILE, TRAVERTINE T730 MEDITERRANEAN IVORY (HONED), 12"X24"X1/2", APPLY SEALER PER MANUFACTURER'S RECOMMENDATIONS GROUT: LATICRETE, #23 ANTIQUE WHITE WB -1: 3/4"X4" SOLID CHERRY WOOD BASE, STAIN TO MATCH BUILDING STANDARD WOOD FINISH Client W W Ir Q Imo Project SPACE PREP SUffE 410 TRIANGLE III 13221 SW 68TH PARKWAY TIGARD, OR 97223 „'—�ti,,rVv t kPORRAND, OREGON OF oR O GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: L M,< REVISIONS REVISION DELTA THIS CLOSING DATE irwo SHEET SHEET TITLE: SCHEDULES DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: A9.1 JOB NO. 2080243.28 BID/PERMIT SET:1/25/13 208024328\ARCH\28-A9.1.DWG JAC 01/25/13 09:54 1;1.00 �G) w� f ® 00 ®� 0® 9) tV �w 9, >L6 zi w Client W W Ir Q Imo Project SPACE PREP SUffE 410 TRIANGLE III 13221 SW 68TH PARKWAY TIGARD, OR 97223 „'—�ti,,rVv t kPORRAND, OREGON OF oR O GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: L M,< REVISIONS REVISION DELTA THIS CLOSING DATE irwo SHEET SHEET TITLE: SCHEDULES DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: A9.1 JOB NO. 2080243.28 BID/PERMIT SET:1/25/13 208024328\ARCH\28-A9.1.DWG JAC 01/25/13 09:54 1;1.00 f Client W W Ir Q Imo Project SPACE PREP SUffE 410 TRIANGLE III 13221 SW 68TH PARKWAY TIGARD, OR 97223 „'—�ti,,rVv t kPORRAND, OREGON OF oR O GROUP MACKENZIE 2013 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF GROUP MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: L M,< REVISIONS REVISION DELTA THIS CLOSING DATE irwo SHEET SHEET TITLE: SCHEDULES DRAWN BY: LJC CHECKED BY: LFI, PPA SHEET: A9.1 JOB NO. 2080243.28 BID/PERMIT SET:1/25/13 208024328\ARCH\28-A9.1.DWG JAC 01/25/13 09:54 1;1.00