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Plans (8)BUP2014-00234 NOTE: 1 PERMIT 5 SETS OF PLANS SET 2 DUNCAN-DOWDLE BUILDING TIGARD, OR TENANT IMPROVEMENT PROJECT TEAM PROJECT DATA/ CODE SUMMARY DRAWING INDEX SCOPE DESCRIPTION DESIGNER NW Precision Design 22605 SW Pinehurst Ct. Sherwood, OR 97140 (503) 680-6444 Contact: Darin Bouska CONSTRUCTION TYPE : STORIES : BLDG. AREA: (FIRST FLOOR) OFFICE: (FIRST FLOOR) WAREHOUSE: (SECOND FLOOR) OFFICE: OCCUPANCY TYPE TYPE VB (NON SPRINKLED) 2 = 14,267 S.F. = 2,340 S.F. (USABLE) = 5,620 BUILDING CODE SUMMARY (USABLE) = 5,288 S.F. (USABLE) A4.1 FLOOR PLAN — FIRST FLOOR 2014 EDITION STATE OF OREGON STRUCTURAL SPECIAL CODE (OSSC) REFLECTED CEILING PLAN FIRST FLOOR 2014 EDITION STATE OF OREGON MECHANICAL SPECIAL CODE (GMSC) OWNER/ �� Tental A8.2 LIFE SAFETY 2011 EDITION STATE OF OREGON PLUMBING SPECIAL CODE (DSPC) TENANT 15995 SW 74th Ave. Tigard OR 97224 2011 EDITION STATE OF OREGON ELECTRICAL SPECIAL CODE (OSEC) U� 2014 EDITION STATE OF OREGON FIRE SPECIAL CODE (DSPC) DESIGNER NW Precision Design 22605 SW Pinehurst Ct. Sherwood, OR 97140 (503) 680-6444 Contact: Darin Bouska CONSTRUCTION TYPE : STORIES : BLDG. AREA: (FIRST FLOOR) OFFICE: (FIRST FLOOR) WAREHOUSE: (SECOND FLOOR) OFFICE: OCCUPANCY TYPE TYPE VB (NON SPRINKLED) 2 = 14,267 S.F. = 2,340 S.F. (USABLE) = 5,620 S.F. (USABLE) = 5,288 S.F. (USABLE) B (OFFICE/LAB) GENERAL Top Drawer Development CONTRACTOR 25252 SW McConnell Road OCCUPANT LOAD: OFFICE 2,340 S.F./100 = 23 Sherwood, OR 97140 (FIRST FLOOR) WAREHOUSE 5,620 S.F./500 = 11 (971) 404-8799 (SECOND FLOOR) OFFICE 5.288 S.F./100 = 52 Contact: Mark King TOTAL 6,288 S.F./100 = 86 CCB#: 133962 CITY JURISDICTION City of Tigard 13125 SW Hall Blvd Tigard OR 97223 EXITING: FIXTURE REQUIREMENT: OCCUPANT LOAD IS OVER (50) THUS REQUIRING (2) EXITS EMERGENCY EGRESS LIGHTING IS REQUIRED. OFFICE WAREHOUSE 7,628 S.F./100 = 76 5,620 S.F./500 = 11 TABLE 2902.1 REQUIRES (2) FIXTURE PER SEX, (5) UNISEX TOILET ROOMS ARE PROVIDED. NORTH VICINITY MAP -�0 P2or'-Q�2 Gity of Tigard Ap roe Plans By� Date IREVISION OFFICE Cory THESE TENANT IMPROVEMENT CONSTRUCTION DOCUMENTS INCLUDES THE REMODEL OF AN EXISTING BUILDING DAMAGED BY FIRE. "CHANGE OF USE", OCCUPANCY THERE IS NO 1 C O 111*.%In8►1 TENANT IMPROVEMENT DOES REQUIRE STRUCTURAL MODIFICATIONS. DEFERRED SUBMITTALS: - HVAC - PLUMBING - ELECTRICAL SITE MAP NORTH D COVER SHEET 0.3 DEMO PLAN A4.1 FLOOR PLAN — FIRST FLOOR s d„ A4.2 FLOOR PLAN — SECOND FLOOR A8.1 REFLECTED CEILING PLAN FIRST FLOOR LIFE SAFETY A8.2 REFLECTED CEILING PLAN eof�VerKp OR A8.2 LIFE SAFETY -�0 P2or'-Q�2 Gity of Tigard Ap roe Plans By� Date IREVISION OFFICE Cory THESE TENANT IMPROVEMENT CONSTRUCTION DOCUMENTS INCLUDES THE REMODEL OF AN EXISTING BUILDING DAMAGED BY FIRE. "CHANGE OF USE", OCCUPANCY THERE IS NO 1 C O 111*.%In8►1 TENANT IMPROVEMENT DOES REQUIRE STRUCTURAL MODIFICATIONS. DEFERRED SUBMITTALS: - HVAC - PLUMBING - ELECTRICAL SITE MAP NORTH - ^*� a� s d„ � 'Y$`� ..-�• U� � �5 Y .4k q�pa".Y%'Wu F�S��/+ PANY,y'�5'Nu""� WN VC J M' � �'.. �� 1a �..• a d � 'AP ���'�( �e.Mq�. c„Fv"Ah,,p,X4 VA ''� "y♦♦t \ F. III � ,� ✓ °ig�[ a irk _ x � 3a x�y�, ��� ' X• I.k p' /F/F -� .a ` 'SA. "i, � 9ya'z/�"a'� \ \� � � Si p 4�Xy %l N2 ro a y.. ��y'. 'RMS ..ma�yy ' �B d ,y\� ✓ \ )� F V RECEIVED NOV 18 2014 BOILDING ,),VISION Z V ° N � v W o Z Z Oo� v�o 0 v � oEliw 3� 01AV)`0 N 0 0000 O v 0 S C) - 11D 11�� � w � O Q� ai ^OLn^ rn 7U~ Revisions: I 11/13/2014 Project Number: File Number: OOvER Date: 9/1'1/2014 DRAWING SET NO. 5 � Tt 2 BUILDING 11 16ro '- 1/4' 11 19'-5' 18'-11' 1. 1'1'-0 1/4' 1. 1'-31/4'1, , 15'-3" 1, 23'-3' 1 1. 15'-1" 1- 15'-9" . 1.1'-31/4" 1. PROPOSED FLOOR SCALE: 1/0"=P—O" — FIRST FLOOR ACCESSIBLE TOILET ROOM — ELEV SCALE 3/3" = 1'-0" NOTE: DOOR HARDWARE TO 5E GRADE I, DORMA CL500-LCs OR APPROVED SUBSTITUTE ALL DOOR HARDWARE TO 5E LEVER AND A.D.A. APPROVED, 626 FINISH ICATOR: DORMA J201 x Schlage 5511 (BAXTER d FLAMING) ALL FIRE RATED DOOR TO HAVE LATCH, CLOSER 8 SMOKE GASKETING g2 1*1 2' DEFLECTION TRACK (CONT.) WOOD JOIST OR SIMILAR BATT INSULATION FULL HEIGHT 'X' SHEETROCK (SMOOTH FINISH) ' MTL. STUDS GAUGE o 24' o/c. BOTTOM TRACK ATT. TO FLOOR a 24'01 MIN. POWDER DRIVEN ANCHORS L STUD WALL DE TOP TRACK (2' LECs) (CONT.) CJ CONCRETE - N.T.S rW V J -- 9 fo)Z II I OR SIMILAR (� L ' U BATT INSULATION FULL HEIGHT 5/8' TYPE 'X' GYP. BD. EACH SIDE, FULL HEIGHT. FINISHED SMOOTH BOTH V, SIDES. 3%' x 25 GA. MTL. STUDS 24' o/c BOTTOM TRACK ATT. TO O FLOOR A 24' O/C MIN. r , NOTE: DOOR HARDWARE TO 5E GRADE I, DORMA CL500-LCs OR APPROVED SUBSTITUTE ALL DOOR HARDWARE TO 5E LEVER AND A.D.A. APPROVED, 626 FINISH ICATOR: DORMA J201 x Schlage 5511 (BAXTER d FLAMING) ALL FIRE RATED DOOR TO HAVE LATCH, CLOSER 8 SMOKE GASKETING g2 1*1 2' DEFLECTION TRACK (CONT.) WOOD JOIST OR SIMILAR BATT INSULATION FULL HEIGHT 'X' SHEETROCK (SMOOTH FINISH) ' MTL. STUDS GAUGE o 24' o/c. BOTTOM TRACK ATT. TO FLOOR a 24'01 MIN. POWDER DRIVEN ANCHORS L STUD WALL DE TOP TRACK (2' LECs) (CONT.) CJ CONCRETE - N.T.S rW V J \—PAN DECK STRUCTURE/OI OR SIMILAR (� L ' U BATT INSULATION FULL HEIGHT 5/8' TYPE 'X' GYP. BD. EACH SIDE, FULL HEIGHT. FINISHED SMOOTH BOTH V, SIDES. 3%' x 25 GA. MTL. STUDS 24' o/c BOTTOM TRACK ATT. TO O FLOOR A 24' O/C MIN. r , POWDER DRIVEN ANCHORS DETAIL (ONE ING CONCRETE WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3514 GENERIC 1 HOUR 3510 39 STC GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND One layer to ea pa X gypsum 2 x wallboard or gypsum veneer base applied parallel or at right angles to type aide d 2 x 4 wootl studs 16" m wlih r11W ba Type W tlrywell screws 12" 0.C. Joints stag9erstl le on opposite sides. (LOAD-BEARING) Thickness: 444' Approx, Weight: T psi Fire Teat' SWRI01-4511{i19(i I, Yix Sound Test: See WP 3520 (GSR NG-246FT, 7-2E5) Z V ° 0 LF LLJ � a Z Z Z O � 0, o s eL QJ O � c R o o 0LJJ F v LQ QJ IW 10 N a N CID 3 Lr) w c 0 s d L.J H H w O D ^o^� IH � 1 U') rn rn In U� F� Revisions: Al 11/13/2014 2 11/18/2014 Project Number: File Number: DD401A Date: 9/17/2014 DRAWING SET N0. A4.1 C BUILDING I6'-ro 1/4' I5'-11' Ilk 17'-0 1/4' Ilk 1'-31/4'1, , 15'-3' 1, 23'-3' 1 I. 15'-1' 1, 15'-9' , I,1'-31/4' 1. PROPOSED CEILING PLAN - FIRST F &CAL E: 1/5"=P -O' IREFLEGTED CEILING; LEGEND FLUORESCENT LAY -IN TYPE FIXTURE. (3) 32 WATT T-8 LAMPS WITH SINGLE ELEC. BALLAST FLUORESCENT LAY -IN TYPE FIXTURE. (3) 32 WATT T-8 LAMPS WITH SINGLE ELEC. BALLAST (RELOCATE AS REQUIRED) W/90 MIN. BATTERY BACKUP Q CEILING EXHAUST FAN DRILL 5/32' HOLE FOR (SEE MECHANICAL DRAWINGS FOR SIZING) R UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN 1/6' BOLT 4 LOCK NUT LED LAMPS SINGLE OR DOUBLE FACE WITH TO WASHER 4 DIRECTIONAL ARROWCS) WITH EMERGENCY SCREW EYE BATTERY BACK-UP. EGRESS LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL COMPRESSION STRUT SAND SHALL NOT BE LESS THAN I FOOT-CANDLE, WIRE BRACING AVERAGE, AT THE FLOOR LEVEL DURING HOURS AT 12 FEET O.C. EACH OF OPERATION W/90 MIN. BATTERY BACKUP NOTES: 4 HANGERS WIRES 3 TIGHT 1. VERTICAL HANGER WIRES E TURNS, BRACING WIRES TO BE NOT MORE THAN 1:6 4 TIGHT TURNS, BOTH OUT OF PLUMB. C £NDS OF WIRE TYPICAL. 2' ALL WIRES SHALL BE MIN. 6' FROM ALL UNBRACED PIPES AND DUCTS. VERT. COMPRESSION STRUT TO BE PROVIDED WITHIN 6' OF CEILING EDGES 4 ON 12'X 12' MAX. CENTERS THROUGHOUT CEILING. SIZE PER TABLE 'A' ATTACH SECURELY TO MAIN RUNNER 4 BUILDING STRUCTURE ABOVE. TABLE A RIGID ELEC. CONDUIT 1/2" 0 5'-10" 3/4" 0 T-8" 1-5/8" MTL STD, 20 GA 12'-0" DBL. 1-5/8" MTL. 15'-0" STD. 20 GA 2-1/Z' MTL STD, -8" 20 GA 13' DBL 2-1/2" MTL. 15'-0" STD, 20 GA 12 SPLAY BRACE WIRES AT 12' O.G. EACH WAY • 12 VERTICAL SUSPENSION WIRE AT 4'-0' O.G. 45' WAN 8' OF EDGE OF GLG. MA ALONG EA. MAIN RUNNER CROSS RUNNER MAIN RUNNER (NOT TO ATTACHED TO TWO OPPOSING LIGHTING FIXTURE (DOTTED) A.G.T. SCREW OR CLIP FIXTURE TO T -BAR 2. TYPICAL FIXTURE SUPPORT DETAIL (NOT TO SCALE) 1 1/4' DIA. SCREW EMBEDMENT MTL. WASHER O I/2' EMT, TIGHT EYE W/ 3' MIN. Q DRILL 5/32' HOLE FOR POWDER DRIVEN R ANCHOR INTO 1/6' BOLT 4 LOCK NUT CONCRETE OR TO WASHER 4 METAL PAN DECK SCREW EYE CONCRETE FILLED X— 12 GA. VERT. HANGER WIRE r �, COMPRESSION STRUT SAND WIRE BRACING STABILIZER BAR AT 12 FEET O.C. EACH t3/4' WAY 4 WITHIN 6' OF BETWEEN ALL WALLS S ADDITIONAL Q DRILL 5/32' HOLE FOR HANGERS ALL v 1/6' BOLT 4 LOCK NUT SUSPENDED CEILING INSTALLED C RUNN AFTER CEILING IS LEVELED PER NWCB 401 AND OREGONn 12 GA. SPLAY WIRE r �, STATE INTERPRETATION No. 1912.1 BRACING AT EACH STABILIZER BAR t3/4' COMPRESSION STRUT BETWEEN ALL a MAx MAIN gJNNER$ S 3 TURNS MIN. TYP. MEMBERS s SUPPORT W/ "I $ SUSPENDED T -BAR jar OR W/ h0 WI • 5' O/C CEILING RUNNERS !4'-0' o/c) (4'-0' o/c) STRUCTIONS, F/{ EMT. NOTCH OVER MAIN RUNNER O 3. TYPICAL CEILING SUPPORT DETAIL U (NOT TO SCALE) VERTICAL STRUT s CONNECTION DEVICES TOOF AN APPROVED 12' O/C EACH WAY r V Jl TYPEE AND HAVE 200' CAPABILITI'. 1 COUNTERSLOPE HANGERS IF MORE THAN I:6 OUT OF PLUMB _,... ADDITIONAL HANGERS ALL MEMBERS W/IN S' OF PERIMETER C RUNN t' SECURE pLL 1 FI BETWEEN HAIGE TO AIN RUNNERS BUILDING STRUCTURE, STABILIZER BAR TRAPEZE BETWEEN ALL a MAx MAIN gJNNER$ •4' O/C DUCT WORK MEMBERS s SUPPORT W/ "I WIRE < O/C AND OTHER PERIMETER OR W/ h0 WI • 5' O/C LARGE 05- !4'-0' o/c) (4'-0' o/c) STRUCTIONS, ALL GRID SYSTEM TO BE HEAVEY DUTY LATERAL BRACING 0 12' O/C EACH WAY. MAIN RUNNER TO STRUCTURE. BEGIN BRACING WITH IN 6' OF PERIMETER 4. TYPICAL CEILING INSTALLATION DETAIL (NOT TO SCALE) TO VERTICAL SUSPENSION WIRE 8' MAX. OR 1/4 LENGTH OF END RUNNER USE LEAST OF THESE - TWO DIMENSIONS CONNECT TO STRUCT. ELEMENT 2' WALL ANGLE OR 11' ANGLE W/5ERC2 CLIP (ARMSTRONG GRID SYSTEM) ACOUSTICAL ADJACENT TO WALL T WALL Z U ° .N LLJ a 0Z Z Z Von' 'C O � O U w O w os N %0 Q- N CID 3 QJ C O s CL 7V z In 1� Wo 17� � z �Qp� O) U� z Revisions: Project Number: File Number: DD401A Date: 9/17/2014 DRAWING SET N0. A8.1 C-14 3 2 DI c1i BUILDING POSTS I 1. PROPOSED FLOOR PLAN — SECOND FLOOR 5CALE: 111(o`=V fREFLECTED CEILING LEGEND FLUORESCENT 'CHAIN -HUNG' TYPE FIXTURE. ® (3) 32 WATT T-8 LAMPS WITH SINGLE ELEC. BALLAST FLUORESCENT 'CHAIN -HUNG' TYPE FIXTURE. ® (3) 32 WATT T-8 LAMPS WITH SINGLE ELEC. BALLAST (RELOCATE AS REQUIRED) W/90 MIN. BATTERY BACKUP O CEILING EXHAUST FAN (SEE MECHANICAL DRAWINGS FOR SIZING) e UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN LED LAMPS SINGLE OR DOUBLE FACE WITH DIRECTIONAL ARROW(S) WITH EMERGENCY BATTERY BACK-UP. EGRESS LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN I FOOT-CANDLE, AVERAGE, AT THE FLOOR LEVEL DURING HOURS OF OPERATION W/90 MIN. BATTERY BACKUP H O U H J) x 0 U Z V ° w Q � V Z Z O � O � N vW LLJ Ln � o a Q N Oco M 91 O C O s a �.J F-1 H F-1 w O I^� � H � o� Q� U) to �0� U� Q Revisions: Project Number: File Number: DD401A Date: 9/17/2014 DRAWING SET N0. A8.2 �OPOSED LIl SCALE: 3/32`=1'-0` V UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN LED LAMPS SINGLE OR DOUBLE FACE WITH DIRECTIONAL ARROW(5) WITH EMERGENCY BATTERY BACK-UP. EGRESS LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE, AVERAGE, AT THE FLOOR LEVEL DURING HOURS OF OPERATION W/90 MIN. BATTERY BACKUP 2. PROPOSED SGALE: 3/32"=1'-0` LIFE SAFETY — SECOND FLOOR 8 UNIVERSAL MOUNT EXIT TYPE FIXTURE. GREEN LED LAMPS SINGLE OR DOUBLE FACE WITH DIRECTIONAL ARROW(S) WITH EMERGENCY BATTERY BACK-UP. EGRESS LIGHTING: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN I FOOT-CANDLE, AVERAGE, AT THE FLOOR LEVEL DURING HOURS OF OPERATION W/90 MIN. BATTERY BACKUP z ° V C V_ ° 0 V W d Q Z z v o o O C/1 E v 3 ow �n L/ 0 i Q„ N Ocp 3 In ° s a V F --a Q I—� I --I N W� 3� h� bZ G1 o� z �0� U~ Q Revisions: Project Number: File Number: DD401A Date: 9/11/2014 DRAWING SET N0. A8.3