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Plans BUP2015 - 00315 1 1 RECEIVED NOV 5 2015 DOLAN TIGARD CDS T . I . B C D OF DG SRD trW T"'" "'' PORTLAND, OR OF TI GAR D , OR DOLAN OWNER 1919 NW STREET PORTLAND,IOREGON 97209 RELEASES c TELEPHONE: (503) 225-9009 a CONTACT: DAN DOLAN (ddolan©dolanco.com) 9 m In CIDA, INC. ARCHITECT COVER SHEET • CS1 COVER SHEET • FLS1 FIRE/LIFE SAFETY a 15895 SW 72ND AVE, SUITE 200 GN1 GENERAL NOTES a Z GN2 GENERAL NOTES g PORTLAND, OREGON 97224 • T1.1 FLOOR AND REFLECTED CEILING PLANS °w TELEPHONE: 503-226- 1285 • T1.2 DETAILSIn In FAX: 503-226- 1670 PROJECT DESCRIPTION CONTACT: TARA LU N D (ta ra I @ c i d a i n c.c o m) THERE ARE TWO AREAS OF WORK UNDER THE SCOPE OF THIS PROJECT: A TENANT IMPROVEMENT PROJECT FOR DISTRIBUTION SERVICES COMPANY (B OCCUPANCY), AND A REVISION OF THE SECOND SUMMIT CONSTRUCTION FLOOR ELECTRICAL ROOM. THE TENANT IMPROVEMENT SCOPE WORK INCLUDES A SMALL AMOUNT OF CONTRACTOR DEMOLITION AT EXISTING PARTITION WALLS, NEW INTERIOR PARTITION WALLS TO FORM PRIVATE OFFICES, NEW FIRE—RATED CORRIDOR WALLS, NEW CASEWORK AND SINK, AND ADDITION OF THREE SKYLIGHTS. THE REVISION OF THE ELECTRICAL ROOM INCLUDES RELOCATED TWO DOORS, ADDITION OF PARTITION WALL, AND NEW MOP SINK. 1335 NW 20TH CCB: 63249 PORTLAND, OR 97296 LEGAL DESCRIPTION TELEPHONE: (503)223-9703 TAX LOT: 700 FAX: (503)242-3841 TAX MAP: 21-2—AC ' t w= CDS TENANT ZONING CODE INFORMATION i " F PLANNING DISTRICT: CBD (CENTRAL BUSINESS DISTRICT) ARCHITECTURE 7100 SW HAMPTON ST. #235 u ENGINEERING PORTLAND, OR 97223 AREAS OFWORK ND F R. BUILDING CODE INFORMATION • 0 TELEPHONE: 503-597- 1113 40.00' SCAPE CONTACT: TIM MYSHAK ♦®� pTp SEE FLS1 LAN ' MAM S T r1� n 30' 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 T E L : 5 0 3 . 2 2 6 . 1 2 8 5 [aInF A X : 5 0 3 . 2 2 6 . 1 6 7 0 --- DEFERRED SUBMITTALS W W W . C I D A I N C . C 0 M MECHANICAL I — ELECTRICAL CITY OF TWARD PLUMBING REVIEWED FOR CODE COMPLUNC8 EXISTING BUILDING iEXISTING BUILDING I I Approved: 5(E) I '— +_; } I - SF FOC IN:+ 12,833 SF TOTAL i 2 OTC: �� ♦ I I Permit#: — — — Address: 1 1 f 1 Suite#� t�4 �•`sr o -� o a° Date: (/� N O b VE I�pp�Fp�k I 1 P T (A C /�P/iC OFFICE OPY n � L- � J N V . 9(E) — 3(E) 6(E) 1 A-BOY SUPPLY 12520 S.W. MAIN STREET rn --- 9 s 10. 1 L N EXISTING BUILDING I FF-151.82 1 A\ W W 0) EXISTING BUILDING 1 B(E) c 8(E) C c 8(E) � z• 1 W m 17,000 SF 6(E) ?a. °Fpga 20.08' ` O '~n O C C C cfp 77.01f_ .� 7 -Q" 0 V �Tj�;1gy� N 49'27'54• E 4 pR1VEwxf RF `•° 0 S\,e C C C �- 156.93'0' T WIDE GRAVEL 70 �! PROJECT d C C C I SHED R • r z 0 IL— 1 LIMITS i I _ 1' s�F c: o 'I'T 1 Z Q OF'QS 1 C C C Rp? HOUSE i !p o �( ( w; Z C C C s• RN m Z � BUR` sT. p � a W c c 0 // e. , c C \ J �f (E) TRASH \ m ENCLOSURE 8(E) I^ s x � � J 1 ` -6 9 I \ \ (E) TRANSFORMER x --PROPOSED TO _ BE RELOCATED AT — — — — — ��� s aaLE Ap w CITY'S COST, 27.30' �J—_ MANHOLE AIUO' 00' -n �1 �J� 'S+3 PUMP 57A ® C CITY OF TIGARD S 1111 50.22'06"w S 59'090214 170.31• — — (ABANDON do S--_ • �J-�. 178.84"'-- - — _ � a5460 T S�WI1 Approved8_ !T_15' by( Planning COVER SHEET EASEMENT DE WATER 3 J - 31. Date: !f 'J_1) 4 pw '� — PER BOOK 38 S , PACE 58 --" S I Initials: CS1 - ,r TM ewjaSITE PLAN (FOR REFERENCE ONLY) ,4�Z VICINITY MAP 150204..00 L'S 1" = 30' 14ML'S' NO SCALE ©2012 CID,P.C./CM ALL RM RWW Q I I BUILDING CODE INFORMATION — OCCUPANCY CLASSIFICATION: M, B (RETAIL, OFFICE) NUMBER OF EXITS: REQUIRED: 2 ygt2 CONSTRUCTION TYPE: V-B, SPRINKLERED PROVIDED: 2 Tic W. 1I11D i TRAVEL DISTANCE: EXISTING BUILDING AREA: • FIRST FLOOR (RETAIL): 5,978 SF ALLOWED: 200' UM OR i SECOND FLOOR (OFFICE): 8,137 SF MAX PROPOSED: 60'-10" MUM ° TOTAL: 14,115 SF COMMON PATH OF TRAVEL: OF ALLOWED: 75' TENANT AREA (THIS PERMIT): 2,239 SF GROSS MAX PROPOSED: 27'-6" L � - OCCUPANT LOAD PLUMBING FIXTURES: SECOND FLOOR: REQUIRED: ® -BUSINESS: 6,476 SF GROSS/100= 64.8 OCC. BUSINESS: 64.8 TOTAL OCC/2= 33 OCC EA. SEX W.C.= 1 PER 25 FOR FIRST 50= 1.3 W.C. EA. SEX -TENANT AREA (THIS PERMIT): 21.6 OCC LAVATORY= 1 PER 40 FOR FIRST 80= 0.83 LAV. EA SEX i TOTAL: 2 W.C. & 1 LAV. EA. SEX. PROVIDED: 3 W.C. & 2 LAV. EA. SEX. u7 � ® (FUTURE) 681 SF LEGEND 6.8 OCC (E) EXISTING i i F.O.W. FINISH FACE OF WALL F.O.G. FACE OF GLASS Qf w CL — zzo — t NEW INTERIOR WALL- SEE WALL TYPES o z HALL -— - EXISTING WALL TO REMAIN o 9 w � 207 EXISTING WALL TO BE DEMOLISHEDDD to N ROOM ROOM NAME AND NUMBER ® ILLUMINATED EXIT SIGN W/ BATTERY BACKUP ' 4P (E) ELECTRICAL OUTLET i y i SUITE 202 (FUTURE) / 2,584 SF 25.8 OCC 1 FE-11 o0 0 0 0 r__7I r_nUs i ® IN G 00 0 0 - INTERIORS, I '^\ I / 1 15895 SW 72ND AVE SUITE 200 PORTLAND. OREGON 97224 II T E L : 5 0 3 . 2 2 6 . 1 2 8 5 FAX : 503 . 226 . 1670 W W W C I D A I N C C O M Elt� SUITE 201 � N 972 SF W 9.7 OCC V 0 N N ® N I. 0 �— W W 0) ILZ a A C D E FW- z NORTH N SECOND FLOOR FLS PLAN O 0 L0 NUPFfLsv L0 FIRE LIFE SAFETY FLS1 150204.00 ©2012 cM P.C.ICWA ALL MIS MEW A C D E A C SERVER D E mm lommommimmommmannilm* 16'-11 1 2' 7'-2 1 2' 12'-3" 18'-9' / / Ti 3 3 o 1 1 o i D ■ — O1 �— — O 1 AREA OF F.O.W. (E) I ( 12 F.O.W. A E F. W. E OFFICE _ rt.t WORK �■■■■& T W. .IND zo 203 5 : VACANT I RECEPTI N i O -- E) � I 204 oo SERVER 2aa ■ ■ • rl PDR1lAND, OR ■ ■ BREAK Ar-20-6-1 ■ ■ OFFICE O II � �� � / Ir-2-05-1BEAK i SII T1.2 ■ L L w __ I O g O i MIN. B 42" E — o. o VACANT VACANT O OFFICE — ■ 202 A HALL {�° ' 4 AREA OF i i (E) (N) 207 202 1.:. •:• ■ 7z rt.t WORK M .� Iv- 2-A B --- 1 1 1 1 A 5 71.1 TYP. 5 NORTH 04 4'-5 1/2° j: 3 KEY PLAN CLR. j T' . © 71.1 N.T.S. ILI 6 6 I ( '. I -5 1/2' $ l2n N m 3'-5 1/2"24'-0' 1 -5" 3/4" 20'-1 1/4" 4'-2 1/2"1 451 A (E) - OPEN OFFICE 201 5 _•'� (E) 5 Imo\- -�� # . N ELE . q (N) TYP. 7 — - - '.. MIN. F.O.W. o a I N (E) FE a . 8 N NORTH NORTH NORTH SECOND FLOOR PLAN 2 REFLECTED CEILING PLAN 4 ELECTRICAL ROOM PLAN 71.1 1/8" = 1'-0" 71.1 1/8" = 1'-0" Tt1 1/8" = v-0" . KEYNOTES LEGEND WALL TYPES 15895 SW 72ND AVE SUITE 200 PORTLAND, OREGON 97224 O1 MOVE FLOOR OUTLET TO LOCATION SHOWN 5 NEW 4'X8' SKYLIGHT- SEE 9/T1.2 FOR MORE INFO. ALIGN W/ (E) (E) EXISTING PARTITION WALL TEL : 5 0 3 . 2 2 8 . 1 2 8 5 O CEILING GRID AS INDICATED. H (E) 2X4 SUSPENDED ACOUSTIC r (E) 2X4 LAY-IN FIXTURE TO BE REMOVED, A] NEW 2 X 4 ® 24" O.C. STUD WALL TO UNDERSIDE OF CEILING. PROVIDE 5/8" F A X : 5 0 3 . 2 2 8 . 1 s 7 0 (N) NEW CEILING TILE TO BE REMOVED 6=--- MOVE AND RE-USE THOSE IN 'LIKE-NEW A GYP. BD. EA. SIDE - SEE DETAIL 4 A1.2 - MATCH EXISTING STUD DEPTH AT W W W • C I D A I N C . C 0 M OPROVIDE WATER LINE FOR COFFEE MAKER LOCATION OF CUBICLES BY TENANT- COORDINATE ELECTRICAL / O W/ TENANT F.O.W. FINISH FACE OF WALL CONDITION' INFILL LOCATIONS. SOUND ATTENUATION INSULATION FULL DEPTH OF CAVITY. O PROVIDE WATER LINE FOR ICE MAKER O ALIGN NEW WALL W EXISTING WALL 101-A DOOR NUMBER- SEE DOOR SCHEDULE A1.2 (E) 2X4 SUSPENDED ACOUSTIC ® 2X4 LAY-IN FIXTURE, CONNECTED TO / CEILING TILE TO REMAIN EMERGENCY POWER SUPPLY 3 1 HR. PARTITION WALL r NEW INTERIOR WALL- SEE WALL TYPES 1-HR RATED CORRIDOR PARTITION: 2X4 STUDS ® 24" O.C. WITH 5/8" TYPE 'X' OEXISTING COLUMN AND MECHANICAL SHAFT. ALIGN NEW EEDE WALL O RE-FRAME DOOR OPENING AND INSTALL NEW DOOR ON HOLD NEW 2X4 SUSPENDED ACOUSTIC [ B] GYP. BOARD EACH SIDE TO UNDERSIDE OF ROOF STRUCTURE, PER IBC TABLE 720.1 4 WITH SHAFT WALL. REPLACE SHAFT CONSTRUCTION AS NEEDED TO OPEN. EXISTING WALL TO REMAIN COLOR ANID TEXTURE SHAFT LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. EXISTING IN SIZE, 0 6" RECESSED CAN LIGHT TO MATCH LOBBY (2) ITEM 14-1.3. SEE DETAILS 9 & 10/71.1 FOR MORE INFORMATION. MAINTAIN 1-HR. RATED CONSTRUCTION ALONG CORRIDOR. FIELD VERIFY O NEW MOP SINK = _ = EXISTING WALL TO BE DEMOLISHED 5/8" TYPE X GYP. BD. CEILING-- SEE ROOM ROOM NAME AND NUMBER 10/T1.1 FORE MORE INFO. 3/4" GAP � 0 p WALL TYPE C7 LJ NEW/MOVED 2X4 LED LAY-IN FIXTURE CV O RECITE TYPE-- SEE 2/A1.2 FLOOR PLAN GENERAL NOTES 0 w ® ILLUMINATED EXIT SIGN W/ ® (E) 2X4 LAY-IN FIXTURE- REPLACE U (— BATTERY BACKUP WITH LED LAMPS 1. CONTRACTOR TO REMOVE ALL FLOOR COVERINGS, ACOUSTICAL CEILINGS, TRADE w FIXTURES AND EXTERIOR WALL-MOUNTED SIGNAGE. SLIP-JOINT WALL SLIP-JOINT WALL 9P• (E) ELECTRICAL OUTLET & DATA PORT a ' V) M 2. COORDINATE WITH TENANT/LANDLORD FOR EXISTING FIXTURE WALLS TO BE PARALLEL TO TJI PERP. TO TJIO �=l CV FIRE EXTINGUISHER REMOVED. y_ FE 3. COORDINATE WITH TENANT/LANDLORD FOR EXISTING FURNISHINGS TO BE RELOCATED. F- BOTTOM OF STRUCTURE 4. ALL EXISTING LIGHT FIXTURES THROUGHOUT TENANT SPACE TO REMAIN. REPLACE W W Cn MISSING OR DYSFUNCTIONAL LAMPS AS NEEDED. INSTALL HIGH-BAY METAL HALIDE W i LIGHTING THROUGHOUT TENANT SPACE WHERE MISSING. METAL HALIDE FIXTURES AND LIGHTING DENSITY TO MATCH EXISTING. MAINTAIN EGRESS LIGHTING LEVELS 00a OF 1 FOOT CANDLE AT FLOOR SURFACE ALONG PATH OF EGRESS. N~ 5. INTERIOR SIDE OF EXTERIOR WALLS OF BUILDING TO RECEIVE NEW PAINT. a COORDINATE PAINT COLOR WITH TENANT/LANDLORD. Z 6. SERVICE EXISTING HVAC SYSTEM AND ADJUST AS NEEDED TO PROVIDE INDUSTRY ce SUSPENDED CEILING STANDARD PERFORMANCE REQUIREMENTS FOR NEW TENANT SPACE - COORDINATE Z Q TEMPERATURE RANGE AND HEATING/COOLING SCHEDULES WITH TENANT/LANDLORD. Q Q PROVIDE 2X4 STUD BRACE AT 6'-0" Ld Z ANY MODIFICATIONS TO THE EXISTING MECHANICAL SYSTEM ARE TO BE O.C. TO STRUCTURE ABOVE AND TO DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE MECHANICAL PERMIT. F 3:: �- EXISTING SUSPENDED CEILING TOP PLATE OF PARTITION WITH (2) 7. MODIFY EXISTING ELECTRICAL SERVICE AS NEEDED TO METER NEW TENANT SPACE - CUT AS REQUIRED FOR 1" WOOD SCREWS - TRIM PANEL INDEPENDENTLY FROM REMAINDER OF BUILDING. MODIFICATIONS TO ELECTRICAL N NEW WALL Z AS REQUIRED. SYSTEM ARE TO BE DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE ELECTRICALmi FULL HEIGHT WALL W/ 5/8" PERMIT. O O TYPE 'X' GYP. BD. EACH FACE w (2) 2X TOP PLATE - ATTACH TO 8. ALL NEW HARDWARE TO MEET REQUIREMENTS OF THE ADA. REPLACE EXISTING Q d" = CEILING GRID W/ 1" WOOD SCREWS NON-COMPLIANT HARDWARE WITH NEW LEVER-ACTION ADA-COMPLIANT HARDWARE Lo AT 2'-0" O.C. AS NEEDED TO MEET ADA BARRIER REMOVAL REQUIREMENTS. CV SOUND ATTENUATION z 9. ALL WORK TO BE IN CONFORMANCE WITH ACCEPTED AND CURRENT LOCAL, STATE INSULATION AND FEDERAL CODES. 0 2X STUD PARTITION PER PLAN 10. CONTRACTOR TO VERIFY EXISTING CONDITIONS INDICATED OR IMPLIED AND NOTIFY " ARCHITECT OF ANY DISCREPANCIES. Lu o w w J NEW SUSPENDED GYP. BD. CEILING > BASE w L` CORRIDOR TENANT SPACE BOTTOM PLATE TO FLOOR WITH ANCHORS AT 4'-0" O.C. (MAX) AND FINISH FLOOR - TBD AT CORNERS AND ENDS RUBBER FLOOR BASE RCP GENERAL NOTES 1. THIS DRAWING IS DIAGRAMATIC AND FOR DESIGN PURPOSES ONLY. FLOOR PLAN/ DETAILS PLYWOOD SUB-FLOOR 2. MECHANICAL AND ELECTRICAL BY SEPARATE PERMIT. Tlwl 3. EXISTING TILES THAT ARE TO BE REPLACED BY RELOCATED LIGHT FIXTURES s 1-HR CORRIDOR PARTITION- WALL TYPE 'B' 11 TYPICAL INTERIOR PARTITION- WALL TYPE 'A' SHALL BE SALVAGED FOR RE-USE AND INSTALLED AT LOCATIONS VACATED BY RELOCATED LIGHT FIXTURES. ONLY TILES IN NEW OR 'LIKE NEW' CONDITION 150204.00 Tt1 MAY BE RE-USED. DAMAGED TILES SHALL BE REPLACED WITH NEW TILES 3/4" = 1'-0" 71.1 3/4" = 1'-0" 092900-04 THAT MATCH EXISTING MATERIAL, COLOR AND TEXTURE. ©2012 Dat P.0/GM ALL RM RMWD K4 DOOR SCHEDULE TYPE OPENING DOOR FRAME ASSEMBLY 12 T w. uNro NO. TYPE WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH HDWR FIRE RAIING NOTES • 201-A B __S-O 7'-0" 1 3 4 SC STAIN E E A 60 WI-N.-CN- 1 t pDp� OR 202-A A 3 -0 7 -0 1 3 4 SC STAIN HMKD FACTORY B -- -- 203-A A 3 -0 7"-0 1 3 4 SC STAIN HMKD FACTORY B -- -- /moi 204-A B 3'-0" 7 -0 1 3 4 SC STAIN HMKD FACTORY A vP 206-A A 3 -0" 7'-0" 1 3 4 SC STAIN HMKD FACTORY C -- 207-A A 3'-0" 7'-0" 1 3 4" SC STAIN HMKD FACTORY D 60 MIN. N 08-A E A 3'-0' 7'-0 - - - HMKD FACTORY C - 2 8 09-A E A 3'-0' 7'-0' - - - HMKD FACTORY D - 2 4Ti.2 GENERAL NOTES ABBREVIATIONS T1.2 TMP' NOTE 1: PROVIDE NEW DOOR- AL ALUMINUM GYP. BD. 3'-O" EXISTING DOOR FRAME SC SOLID CORE WOOD ""� NOTE 2: RE-USE (E) DOOR, PROVIDE HM WELDED HOLLOW METAL STEEL STUDS TEMPERED NEW DOOR FRAME HMKD HOLLOW METAL KNOCK-DOWN GLASS ao 8 HARDWARE TYPES T1.2 A D HEAD CONDITION TIMELY FRAME Lo TEMPERED g" p. Lr GLASS (1) EA. ENTRANCE LOCKSET (1) EA. PASSAGE LOCKSET (1 1/2) PR. BUTTS (1 1/2) PR. BUTTS zz 0- (1) EA. WALL STOP (1) HOLD OPEN \ 4 T1.2 TMP' o B N (1) EA. OFFICE LOCKSET (1 1/2) PR. BUTTS o: (1) EA. WALL STOP w a A FLUSH B FLUSH GLAZED A WINDOW C Q z (1) EA. STORAGE LOCKSET9 JAMB CONDITION S.0 WOOD DOOR -- SEE DOOR 1 1/2) PR. BUTTS W W m (1) EA. CLOSER SCHEDULE (1) EA. WALL STOP N y DOOR TYPES tl 2 WINDOW TYPES 4 TYPICAL INTERIOR DOOR DETAIL T 1/4" = 1'-0" 1/4" = 1'-0" T1. 3" = 1'-0" 08200-05 PLASTIC LAMINATE (TYPE TBD) AT ALL _ EXPOSED EXTERIOR SURFACES TYP. PLASTIC LAMINATE (TYPE TBD) AT ALL EXPOSED EXTERIOR SURFACES TYP. • SHELF PIN HOLES ® 1" O.C. TYP. W/ ADJ. • SHELF PIN HOLES ® 1" O.C. TYP. W/ ADJ. • • PLASTIC LAMINATE (TYPE TBD) SHELVES • PLASTIC LAMINATE (TYPE TBD) SHELVES • WIRE PULLS - LOCATE 1-1/2" FROM WIRE PULLS - LOCATE 1-1/2" FROM METAL STUDS-- SEE WALL TYPES tl I • • VERTICAL EDGE (TMP.) cO VERTICAL EDGE (TYP.) ' N MELAMINE ALL INTERIOR SURFACES N • MELAMINE ALL INTERIOR SURFACES • • • • • , ° PLASTIC LAMINATE (TYPE TBD) COUNTER • • TOP W/ 4" SIDE AND BACKSPLASH, FLAT WIRE PULLS - LOCATE 1-1/2" FROM ARCHITECTURE 6'-0" i'_p" EDGE, TMP. VERTICAL EDGE (TYP.) 1'-0" ENGINEERING i' EQ. L EQ. LOW PROFILE SINK - PROVIDE DRAIN PIPE PLASTIC LAMINATE (TYPE TBD) COUNTER GYP. BD. TOP W/ 4" SIDE AND BACKSPLASH, FLAT CI INSULATION COVER. o EDGE, TYP. IN T E Rl • - I U N 2, 1 , 2'-1" PROVIDE FIRE TREATED BLOCKING AT N PROVIDE FIRE TREATED BLOCKING AS RECITE FRAME BEYOND LANDSCAPE 8 REQUIRED. LOCATIONS SHOWN .- 15895 SW 72ND AVE SUITE 200 MELAMINE AT ALL CABINET INTERIORS TMP. HEAD CONDITION PORTLAND, OREGON 97224 INSULATED EXPOSED DRAIN & HOT WATER ( - - - METAL RELITE FRAME TEL : 5 0 3 . 2 2 6 . 1 2 8 5 SUPPLY PIPINGS _ F A X : 5 0 3 . 2 2 6 . 1 6 70 PLASTIC LAMINATE (TYPE TBD) AT ALL N - - - - J PLASTIC LAMINATE (TYPE TBD) AT ALL W W W . G I D A I N G C D M EXPOSED EXTERIOR SURFACES TYP. VERT. EXTERIOR SURFACES TYP. METAL GLASS STOP-- PAINT TO i • • SHELF PIN HOLES ® 1" O.C. TYP. W/ ADJ. MATCH FRAME PRE.FRI.G �_ MELAMINE AT ALL INTERIOR SURFACES TYP. o_ • • PLASTIC LAMINATE (TYPE TBD) SHELF h N HATCHED AREA INDICATES ADA CLEARANCES N 4" RUBBER BASE (TYPE TBD) CABINET NOTES T1.2 T1.2 4" RUBBER BASE (TYPE TBD) 1/4" WIRED GLASS ® RATED T_fz a 1. VERIFY DIMENSION IN FIELD PRIOR TO " FABRICATION NOTE: PROVIDE A MINIMUM 30 ON OPENINGS OR 1/4" CLR. TEMPERED 2. FILLER PANELS TO MATCH CABINET FACE 6'-0" 3" 6° CLEAR WIDTH UNDER SINK WHEN MATERIAL GLASS ® NON-RATED OPENINGS O DOORS ARE OPEN 0 s INTERIOR ELEVATION- BREAK ROOM 205 s CABINET SECTION AT ADA SINK WALL AND BASE CABINET SECTION s TYPICAL INTERIOR RELITE `V T 1/4" = 1'-0" T'L2 3/4" = 1'-0" 064023-04 T1.2 3/4" = 1'-0" 064023-06 Tt 3" = 1'-O" 08500-12 LLJ INT. OR EXT. WALL — ROOF OR FLOOR DECK 12 GA. HANGER WIRES 0 4'-0" O O.C. (TYP.) --- COMPRESSION BRACE, SEE N SCHEDULE f-' Q L� (� Z OTE 5 iO O 12 GA. SPLAYED BRACE WIRES M W INSULATED PRE-ENGINEERED BARREL 1 (TYP.) MAXIMUM ANGLE FROM LLI VAULT SKYLIGHT -- FIELD VERIFY I HORIZONTAL IS 45 DEGREES > Q f- O EXACT LOCATION TO FIT WITHIN NOTE 2 NOTE 6 I O V) CEILING AND ROOF SYSTEM DUCT CROSS TEE d 8d ® 24" O.C. i Z 0 (OR PER SINGLE LAYER I MAIN TEE f Q MANUF. SELF-HEALING RUBBER i Q RECOMMENDATIONS) MEMBRANE NOTE 1 Z SKYLIGHT COUNTER FLASHING i NOTE 4 H z P.T. 2 x 10 SHEET METAL COUNTER FLASHING NOTE 8 CURB-- ATTACH TO W/ DRIPNOTE 7 i N ROOF SYSTEM WITH NOTE 3 16d TOE NAILS ® i C) 6" O.C. AROUND z I FASTENER SCHEDULE d PERIMETER-- CONSTRUCTION TYPE FASTENER REQUIREMENTS Q SIMPSON L �+ FIBER CANT STRIP MAX WOOD 1/4- X 3" SCREW EYES N EACH CORRNERNER 4" METEAL DECK 4'-0" O.C. MAX. (#12 WIRE) STEEL DECK PRE DROP WIRES, CMI DC1 OR DC, 2-1 CONNECTING CURB SHEET METAL FLASHING 6'-0" MAX. / TO 2x FRAMINGSCREW EYES MEMBER-- BUTT BUILT-UP ROOFING ON NOTES: POST TENSIONED CONCRETE PRE DROP WIRES EMBEDS 1/4- X 3/4- METAL HIT ANCHORS CURB ® CORNERS EXISTING WOOD DECK -- 1. LATERAL BRACING: 12 GA WIRE ® 12'-0" O.C. EACH WAY, MAIN RUNNER TO STRUCTURE. REPAIR AND SEAL ALL EDGES BEGIN BRACING WITHIN 4'-0" OF PERIMETER AND 2" FROM CROSS MEMBERS. CAST IN PLACE CONCRETE PRE DROP WIRES EMBEDS 1/4- X 3/4- METAL HIT ANCHORS FACE NAIL W/ (3) PER MANUF. RECOMMENDATIONS 2. ADDITIONAL 12 GA. HANGING WIRE WITHIN 8" OF PERIMETER. 16d 3. STABILIZER BAR BETWEEN ALL MEMBERS ® PERIMETER. 16d ® 6" O.C. 4. TRAPEZE DUCTWORK AND OTHER LARGE OBSTRUCTIONS, COUNTER SLOPE. HANGER WIRES AND COMPRESSION STRUT SCHEDULE BRACING CANNOT TOUCH DUCTWORK OR PIPES. MAX. LENGTH OF STRUT STRUT REQUIREMENTS 5. CONNECTION DEVICE TO HAVE 200# CAPACITY. OR 3 TIMES CEILING DESIGN LOAD PER 5'-10" 1 2' DIA. CONDUIT EMT 4" MIN. MANUFACTURER. SEE SCHEDULE. 7'-8" 3/4" DIA. CONDUIT EMT 6. VERTICAL STRUTS AT 12'-0" O.C. E.W. 9'-9" 1" DIA. CONDUIT EMT 7. 2" WALL ANGLE WITH #6 SCREW AT 2'-0" OC MIN. 12'-0" SINGLE 1-5/8- X 20 GA METAL STUD DETAILS ROOF JOIST BEYOND 8. ATTACH END OF GRID FRAMING TO WALL ANGLE ON TWO SIDES OF ROOM. PROVIDE 3/4" 15'-0" BACK TO BACK 1-5/8" X 20 GA METAL STUDS (2) 2 X 6 FRAMING EACH END CLEARANCE AT FREE ENDS OF GRID FRAMING. I 13'-6" SINGLE 2-1/2" X 20 GA METAL STUD Tlo2 OF OPENING-- SIMPSON F26-2 15'-0" BACK TO BACK 2-1 2" X 20 GA METAL STUDS SKYLIGHT CURB EACH END SUSPENDED CEILING SUPPORT AND 9 10 LATERAL BRACING DESIGN BASED ON CITY OF PORTLAND, OR AND CITY OF TUALATIN, OR PRESCRIPTIVE DESIGN STANDARED DATED FEBRUARY 1, 2006 150204.00 T1. T1.2 3/4" = i'-0" 095123-019 PROVIDE HEAVY DUTY CEILING SUSPENSION SYSTEM CONFORMING TO THE REQUIREMENTS OFF ASTM C-635-00. 3"=1 -0" 07810-01 REFER TO STANDARD FOR ADDTIIONAL INFORMATION. COPIES ARE AVAILABLE AT ARCHITECT'S OFFICE ©2012 ODA,P.C/CW NL ROWS R3EItYED