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Plans (4) BUP2013 00124 EJ MILDREN DESIGN CROUP, P.C. ARCHITECTURE ® SPACE PLANNING 7650 S.W. Beveland, Suite 120 McCormack PF= Tigard, Oregon 97223-8692 (503) 244-0552 0 P er er Re - M- - od(e No oDO o "" I O O c� o N1AY 21 2013 0��00 � CITY OF TICARD BUILDING DIVISION 7 0 W S � O arndbura SD 0 SLil 4 ((J UO T siT= d Oreao 40 +NIELA.4A_ RD, OREGON Code Analysis Plumbing Requirements General Notes BASED ON THE 2010 OREGON STRUCTURAL AND SPECIALTY CODE OF v' PER TABLE 29—A A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. B OCCUPANCY 1:200, 2697 SF = 14 OCC = 7 MALE, 7 FEMALE NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OCCUPANCY AND CONSTRUCTION S1 OCCUPANCY 1:5000, 3803 SF = 1 OCC = 1 MALE, 1 FEMALE OF WORK. ASSUMED OCCUPANCY: B/S2 B. ALL HARDWARE IN ACCORDANCE WITH ANSI 117.1. Client: NON—SEPARATED USE BETWEEN: N/A REQUIRED PROVIDED C. PROVIDE (1) APPROVED FIRE EXTINGUISHER WITH RATING OF CONSTRUCTION TYPE: V—B LAVATORIES 1 MALE, 1 FEMALE 1 MALE, 1 FEMALE NOT LESS THAN 2—A: 108 FOR EACH 3,000 SQ.FT. OF FLOOR McCormack WATER CLOSETS 1 MALE, 1 FEMALE 1 MALE, 1 FEMALE AREA TRAVEL FROM ANY PORTION OF BUILDING NOT TO EXCEED 75'. FIRE EXTINGUISHERS NEED TO BE NEAR EACH Properties FIRE—RESISTANCE RATING REQUIREMENTS REQUIRED EXIT AND EVERY SEVENTY FIVE FEET ALONG THE j' 1 STRUCTURAL FRAME. 0 HRS. PATH OF EGRESS. EXTERIOR BEARING WALLS: 2 HRS. D. ALL FINISHES (IE BASE, ETC.) TO MATCH EXISTING UNLESS EXTERIOR NON—BEARING WALLS: 0 HRS. Deferred cNOTED OTHERWISE. INTERIOR NON—BEARING WALLS: 0 HRS. Submittals E. PROVIDE 20 CFM OF OUTSIDE AIR PER OCCUPANT AT FLOOR CONSTRUCTION: 0 HRS. OFFICE AREA. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN F. NEW PAINT THROUGHOUT : LEVEL 4 FINISHED WALLS TO RECEIVE 7190 SW Sandburg St. PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE (1) COAT PRIMER, (2) COATS ACRYLIC LATEX. Ti EXITING: BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS G. SUSPENDED CEILING MUST CONFORM TO OSSC RULING Bard, Oregon 97223 HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3 BUILDING. THE DEFERRED SUBMITTAL DOCUMENTS SHALL NOT BE INSTALLED UNTIL THE FOR 2004 OSSC SECTION 1621.1 AND 2007 OSSC (EFFECTIVE EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 200'-0" PER OSSC SECTION 1016.1 SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. APRIL 1, 2007) SECTION 1613.1, DATED JULY 1, 2010. H. VERIFY POWER AND DATA REQUIREMENTS WITH OWNER. Project: S2 OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 75'-0" PER OSSC SECTION 1014.3 NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT COMPLIANCE PRIOR TO J. FURNISH THREE SILENCERS FOR SINGLE ACTING SINGLE DOORS. 7180 SW EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1016.1 FABRICATION OF THE FOLLOWING K DO NOT PLACE OPPOSING ELECTRICAL OR DATA MUDRINGS WITHIN EMERGENCY LIGHTING: 1. INTERIOR PLUMBING SYSTEM SAME CAVITY. Sandburg S l . IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM 2. ELECTRICAL SYSTEM L. WOOD STUDS AT CONTRACTOR'S OPTION. SHALL AUTOMATICALLY ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE 3. MECHANICAL SYSTEM IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED Suite 400 TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED WITH AN EMERGENCYPOWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES PER OSSC SECTION 1006.3. Room Symbol Legend 7180 SW Sandburg St. Tigard, Oregon 97223 Area of Work ROOM NAME OFFICE ROOM NUMBER ROOM AREA/LOAD 101 �i ROOM FINISH Sheet Title: FACTOR ��B4BB9 SW Sandburg St. XXX/100:2---_NUMBER OF Cover Sheet B:2 E ITS OCCUPANTS Q 4 OCCUPANCY GROUP PER NUMBER OF PROVIDED IBC TABLE 1004.1.2/NUMBER EXITS IT Q Revisions: cy Existin Building ; CO — CITY OF TIG.ARD Approved........ .j....................[ �/ Existing Conditionally Approved..............[ j Bu�idi See Letter to:Follow.................. [ j Atta ed. .. j PermitNumber:_ �� 13—�01v'� Address* By: Date: 71 M'��ApprovZe�p ans MILDREN DESIGN GROUP, P.C., 2073, ALL shall tall be on job site. RIGHTS RESERVED Q THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE /1 NOT TO BE USED OR REPRODUCED IN ANY 0-liT�-C MANNER. EXCEPT WITH THE PRIOR WRITTEN ' OceupancyT3'PO PERMISSION OF MILDREN DESIGN GROUP, P.C. occupancy IA" ConstmctionTylo Date: 21 May 2013 0 Rata Corrldor Drawn b Checked b Energy Code Y- Y- -- -- -- Accessibility BK DAV OFFICE COPY Job Number: 113062 Site Plan Sheet No Scale Permit Submittal - May 2013 Al 6 7 8 9 5 6 7 8 T5 9 MILDREN DESIGN GROUP, P.C. ARCHITECTURE . SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 I I I I I I EXISTING = ELEC. RM. I I ❑ I I I I I I I D9 D9 D9 a I I I I I I I F 71 aa TIGARD, OREGON --I - - - -I-I . . - I I I � OF ��� D3 I +- -I- - I - - - - - - - - - - - - - - r D1 -I - -I- - -II - - - - - - - JE =- _- - _- - - - _- I Client: D5 I i f- i- - -I- - 4 -{I I I I I I I - - -- -- i :.; - - - - - �4-I- - -I - - - - -i- - -I - - �- D7 ❑- - - - - �- �- I -� II I I I , ► D9- Properties -I- - - �- L - -J t I I I- - - - �- - - - - -1- - -I I- -�--_-- - I I I I I -�- 1 - - L r - -I- rt -+ - - - -I- - -I - - - -I- - - - - - - - - - - - - F- - -{ - - -I- - - }- - -{ - - -I- - -� 7190 SW Sandburg St. Tigard, Oregon 97223 D6 LL - -I- - I- - -I - - - -I- - 4 - - +- F, 0 0 L I Project: I D9 - - �► - - ► - �_- �- -�_ 7180 SW ,- _ - _ 1 Sandburg St. Suite 400 7180 SW Demolition Floor Plan Reflected CeilingDemolotion Plan Keynote. urg St. Tigard, 0 Oregon Y 0 2 4 8 16 0 2 4 8 16 D1. EXISTING WALL TO BE REMOVED TYPICAL D2. EXISTING WALL, DOOR AND FRAME TO BE REMOVED TYPICAL Sheet Title: D3. EXISTING COFFEE BAR AND SINK TO BE REMOVED D4. EXISTING VANITY AND SINK TO BE REMOVED Demolition D5. REMOVE EXISTING TOILET AND TOILET PARTITIONS D6. REMOVE EXISTING COUNTER AND WALL Plans D7. REMOVE EXISTING WALL, DOOR, RELITE AND FRAMES D8. REMOVE FURRING D9. EXISTING SUSPENDED CEILING TILE AND GRID TO BE REMOVED Revisions: MILDREN DESIGN GROUP, P.C., 2013, 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 May 2013 Drawn by: Checked by: BK DAV Job Number: 113062 Sheet Permit Submittal - May 2013 A2 6 T7 8 9 5 6 7 8 9 5 MILDREN DESIGN GROUP, P.C. 1 10011-0" I I I I I I ARCHITECTURE a SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 (503) 244-0552 I 0 0 0 0 ❑ � ❑ EXISTING ELEC. RM. ❑ I I I I ❑ EXISTING WAREHOUSE E XXX 8 XX 3664.68 S.F. 11 /100 = 36.6 I ( I I B:EXITS 1 MEN E 13'-0" XXXXX 4 0 81-6 S.F. I 2 1 1 1 8. 1 L /100 = 0.8 • • 8:EXITS 1 TIGARD, OREGON BREAK ROOM g 2 D40X B XX 4 ( O I o (:..::::: : .:P�:" 175.68 S.F. 77'� A4 /100 = 1.8 Client: B:EXITS 1 104 OPEN OFFICE A4 cCormack O WOMEN 106 OPEN OFFICE I 105 I _84_X78 B9 Properties i 103 6 C6 X/B XX 844.1 S.F. B4 X B B9 A4 91.04 S.F. /100 = 8.4 499.18 S.F. /100 = 0.9 B:EXITS 1 100 = 5 B:EXITS 1 9 .'.: iB. EXITS 1 3 Io5 2 L_-__.__COMMON PATH OF TRAVEL��.� _____. DISTANCE=53'-0" � i � 0 7190 SW Sandburg St. 102 Tigard, Oregon 97223 O F e XISTING OFFICE Q 777 CONFERENCE y E _ _ 84 X/B B9 8 N 116.39-8 S.F. EXISTING OFFICE 8 154.54 S.F. E I I I 7 I Project: 100 = 1.5 /100 = 1.2 g4XXX �0 / �/ B:EXITS 1 Lit B:EXITS 1 154.54 S.F. 7180 1 80 SW /100 = 1.5 B:EXITS 1 Sandburg St. 6 Suite 400 RECEP WAITING 101 B4 X B B9 7180 SW Sandburg St. 121.12 S.F. Tigard, g /100 = 1.2 g d, Ore on 97223 B:EXITS 1 Floor Plan Reflected Ceiling Plan Keynotes Sheet Title: 007 0009 Floor Plan 0 2 4 8 16 0 2 4 8 16 1. EXISTING UTILITY SINK AND DRINKING FOUNTAIN 2. INFILL OPENING WITH METAL STUDS AND 5/g" GYPSUM BOARD EACH SIDE, FINISH TO MATCH ADJACENT WALL 3. ALIGN NEW WALL WITH EXISTING 4. NEW ACCESSIBLE COFFEE BAR AND SINK WITH UPPERS - Door Schedule SEE DETAIL 3/A4 Legend Finish Schedule 5. REPLACE EXISTING TOILET WITH ACCESSIBLE TOILET AND MARK NOMINAL SIZE FRAME DOOR HARDWARE REMARKS ADD GRAB BARS WIDTH HEIGHT THICK. MAT'L FINISH MAT'L FINISH TYPE GROUP 6. ALIGN FACE OF WALL WITH FACE OF STOREFRONT 102 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 1 ROOM NAME 7. EXISTING SUSPENDED CEILING TO REMAIN 104 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 1 Floor Finish - A4Bg9 8. NEW 2'x4' SUSPENDED CEILING TILE AND GRID WITH 105 3'-0" 7'-0" 1-3/4" MTL FF SC ST A 2 ARMSTRONG 2'x4' SECOND LOOK II, MATCH EXISTING HEIGHT A. EXPOSED CONCRETE - SEE DETAIL 7/A4 2x4 LAY-IN FIXTURE WITH PRISMATIC LENS B. CARPET 9. EXISTING GYPSUM BOARD CEILING GRID WITH NEW 2x4 LEGEND C. SHEET VINYL ARMSTRONG SECOND LOOK II TILES Revisions: FF FACTORY FINISH REMARKS D. VCT 10. NEW 5/g" GYPSUM BOARD CEILING, MATCH EXISTING MTL METAL 1. MATCH EXISTING DOORS, FRAMES X. EXISTING TO REMAIN 11. OPEN TO STRUCTURE Sc SOLID CORE AND HARDWARE; REUSE EXISTING ST STAIN DOORS WHERE POSSIBLE Base NEW 2x4 LAY-IN FIXTURE ON NIGHT CIRCUITRY 4" RUBBER BASE Wall Legend Door Schedule Door Types X. EXISTING ER BTOEREMAIN EXISTING WALL TO REMAIN ,A, GROUP 1 Wall Finish 1)/2 PAIR BUTTS C = _ _ _ _ EXISTING WALL TO BE REMOVED 1 LATCHSET NEW WALL MOUNTED LIGHT FIXTURE B. GYPSUM BOARD AND PAINT 378" METAL STUDS WITH %" GYPSUM 1 STOP / X. EXISTING TO REMAIN BOARD TO BOTTOM OF STRUCTURE GROUP 2 Ceiling Finish 3y8" METAL STUDS WITH " GYPSUM MILDREN DESIGN GROUP, P.C., 2013, ALL 1% PAIR BUTTS B. SUSPENDED ACOUSTICAL - TEE BAR BOARD EACH SIDE RIGHTS RESERVED 1 LOCKSET WITH OCCUPANCY EXISTING EXHAUST FAN THESE DRAWINGS ARE THE PROPERTY OF ❑ C. GYPSUM BOARD AND PAINT MILDREN DESIGN GROUP, P.C., AND ARE 1 KICKPLATE NOT TO BE USED OR REPRODUCED IN ANY X. EXISTING TO REMAIN MANNER" EXCEPT WITH THE PRIOR WRITTEN 1 CLOSER PERMISSION OF MILDREN DESIGN GROUP, P.C. HTED EXIT SIGN, IF ickplate where 1 STOP NGLOCA ION INDICATED ONEPLAN ONE EXIST Ceiling height Date: .21 May 2013 scheduled 9• 9,-0„ Drawn by: Checked by: A X. EXISTING TO REMAIN BK DAV Job Number: 113062 Sheet Permit Submittal - May 2013 A3 EXISTING ROOF INSULATION WHERE TOP OF WALL TO STRUCTURE (1) 20 GA. 35/8" NOMINAL METAL Iz ABOVE IS LESS THAN 5'-9" PROVIDE STUD BRACING TO STRUCTURE WITH (2) #8 SHEET METAL PLASTIC LAMINATE FACE R-13 BATT INSULATION (1) BRACE AT 8'-0" 0/C TO ONE SCREWS AT EACH END; PROVIDE SEALANT SIDE ONLY, STAGGER SIDES. WHERE DOUBLE STUD BRACE WHEN 2 x 4 BLOCKING DISTANCE IS GREATER THAN 5'-9", PLASTIC LAMINATE 2'-1" 2" DEEP, 18 GA TOP TRACK. DISTANCE TO STRUCTURE ABOVE COUNTERTOP AND SPLASH PLASTIC LAMINATE MILDREN DESIGN CROUP, P.C. PROVIDE BRACES EACH DIRECTION A7 , COUNTERTOP AND DO NOT SCREW GYPSUM IS GREATER THAN 5''-9 '. BRACING ARCHITECTURE ® SPACE PLANNING BOARD TO TRACK 450 8'-0" 0/C TO BE PROVIDED WHERE DISTANCE o 5 SPLASH �N . 7650 S.W. Beveland, Suite 120 " GYPSUM BOARD BETWEEN PERPENDICULAR ; A4 ADJUSTABLE SHELVES Tigard, Oregon 97223-8692 AT EACH SIDE INTERSECTING WALLS OR (503) 244-0552 -■ PROVIDE TAPE AND HORIZONTAL BRACING BETWEEN PAINT AT WAREHOUSE SIDE WALLS EXCEEDS 8'-0" (DO NOT — SHIM CABINET L ONLY EXTEND BRACING INTO EXPOSED = — — _ _ — — = BOX AS REQUIRED WIRE PULLS TYP. STRUCTURE AREAS) 00 LI%2" x122" x16GAx _ SUSPENDED CEILING SYSTEM 3" WITH (4) #8 SCREWS SUSPENDED CEILING ° ° PLASTIC LAMINATE ADJUSTABLE SHELVES EACH SIDE ° ° STUD CHART: CASING BEAD USG 200-A °' ° ANGELES XHD ATTACH STUD TRACK 00 3%" 20 GA. TO 19'-6" TO BRACING THROUGH 5/8" 4" 20 GA. . 19'- OVERSIZED HOLE IN GYPSUM BOARD EACH SIDE ADJUSTABLE SHELVES „ SECURE TO STUDS WITH TYPE 'S' 6 20 GA. TO 29'-0" GRID SCREWS AT 5" - 7" O/C ° - SEE A/E FOR ALTERNATE — — — ° ° (OR) ANGELES SS 24" O/C STUD CHART: - 3%" 25 GA. TO 15'-6" o ° ° •362 S 125-18 TO 9'-11" •362 S 137-33 TO 17'-6" _ MELAMINE INTERIOR VAPOR BARRIER • 400 S 162-33 TO 19'-10" \9 4" RUBBER BASE •600 S 162-33 TO 27'-7" RUBBER BASE WHERE TYPICAL SEE A/E FOR ALTERNATE SIZES APPLICABLE - 1 POWER-ACTUATED FASTENERS: 4 `� BOTTOM TRACK TO SLAB • 0.145" x %" MIN. EMBED A4 3" BASE - SEE FINISH SCHEDULE AT 12 0/C, WALL TO 22'-0" 7'-0" SCRIBE TO FLOOR � WITH POWDER DRIVEN Z -0*145" b x Y4" MIN. EMBED • • ANCHORS AT 4'-0" O/C AT6" 0/C, WALL TALLER ARD, OREGON THAN 22'-0" Full Height Wall at Office Warehouse ( 2'� Wall to Suspended Ceiling Coffee Bar Elevation 4 Cabinet Base � Vr (T� _ Y2 J'= , „_ , „ A4 3”=V-0„ � A4 3"= 'r8 A4 3d-r2-0 A4 d6-61 -0 ROOF FRAMING, 2x6 MINIMUM Client: WALL MOUNTED LIGHT FLOOR OR ROOF STRUCTURE1J #16 x 2" WOOD SCREWS McCormack TIE ENDS OF MEMBERS TO IN EACH LEG PREVENT SPREADING L 16 GAGE x1"x1"x3" Properties 3„ 2 -0 x3'-0 MIRROR ADDITIONAL HANGERS AT ALL (ALL SIDES) WITH 4 8 MEMBERS WITHIN 8" OF • • ANSI 117.1 TYPE FAUCET A4 PERIMETER `- #8 SCREWS AT METAL STUDS VERTICAL BRACING AT 12'-0" " PLASTIC LAMINATE COUNTER 0/C EACH WAY - SEE TABLE ° CONTINUOUS AND SPLASH PROVIDE COUNTER SLOPE 7190 SW Sandburg St. ° FRENCH CLEAT HANGERS IF HANGER IS MORE ° ° MOUNTS TO IN- ( THAN 1:6 OUT OF PLUMB 8 Connection at Roof FramingTigard, Oregon 97223 _J 1 ° ° WALL BLOCKING. EXISTING PLASTIC LAMINATE WAINCOT SECURE ALL HANGERS TO 1 BUILDING STRUCTURE. TRAPEZE A4 3"=1'-0" ACCESSIBLE TOILET DUCT WORK AND OTHER LARGE 2a2 OBSTRUCTIONS PER SMACNA Project: GRAB BARS \ (2) 350-S 162-33 7 1 80 SW ° (T WP) 3/4" MDF 1 v ° ° ADJ. SHELVING MELAMINE FINISH. 8" MAX. MAINTAIN CLEARANCE BETWEEN° 3/4" MDF DOORS Sandburg St. N - 9 GRID AND ALL EQUIPMENT ° COVER BOTH FACES v.`: ==> A4 MAIN RUNNERS AT 4' 0/C ° AND EDGES W/ s 6 _i=_z 11 SUPPORT WITH #12 WIRE AT PLAN Suite 400 ° ° PLASTIC LAMINATE -0' 3-s" 3'-0" 10 FASTEN TO A4 4' 0/C OR WITH #10 WIRE AT MELAMINE INTERIOR -0- A4 5' ON CENTER EACH WAY T-BAR RUNNER :r o WIRE PULLS TYPICAL C LATERAL BRACING AT 12' 0/C EACH WAY. MAIN RUNNER TO 7180 SW Sandburg St. o MEMBER LMAX SUSPENDED CEILING TO STRUCTURE BEGIN BRACING Tigard, Oregon 97223 ;� CONFORM TO OSSC RULING WITHIN 6' OF PERIMETER AND N M N 1"0 5S 7'-4" 0 FOR 2004 OSSC SECTION 1621.1 2" FROM CROSS MEMBER NOTE: #8 SCREWS AT 12" 0/C 1y2"O 5S 10'-9" 0 AND 2007 OSSC (EFFECTIVE (2) #16x 2 2"0 5S 13'-8" 0 APRIL 1, 2007) SECTION 1613.1, NOTE: SCREWS AT TOP Sheet Title: INSULATE HOT AND 350 S125-33 7'-8" C DATED NOVEMBER 6, 2006 MAIN AND CROSS MEMBERS CLEAR WASTE PIPING 350 S162-33 10'-0" C CAN ONLY BE CONNECTED (2) #8 SCREWS TOILET TISSUE DISPENSER (2) 350 S162-33 13'-4" 1 TO WALL ANGLES AT SECTION Details 2 350 S162-33 21'-0" © TWO (2) ADJACENT WALLS MAIN RUNNER 5 Upper Cabinet 6 Toilet Room Elevations Suspended Ceiling Section 9 Double Stud to Main Runner A4 d6'51 Y2 =1'-O A4 3cn key0-'r4 A4 2a-r4 AND HAVE AT 100# RATED CAOPABILN.T.S. ALL CONNECION DEVICES TEOITY. N APPROVED TYPE A4 2a1 1'-0" 8" SUSPENDED CEILING - SEE q3" CLR REFLECTED CEILING PLAN 350 T 125-33 % 4 AT 7'-0" 0/C, AND AT TOP AND BOTTOM (EACH SIDE OF DOUBLE STUD) Revisions: (2) 350 S 162-33 RUNNER FREE TO SLIDE ON CEILING SYSTEM'S ATTACHMENT CLIP PLAN CEILING SYSTEM ANGLE MOLDING (2) #8 SCREWS PER SIDE FREE EDGE LMAx = 21'-0" g" SUSPENDED CEILING - SEE REFLECTED CEILING PLAN • • (2) 350 S162-33 MILDREN DESIGN GROUP, P.C., 2013, ALL RIGHTS RESERVED SECTION L 16 gage X1"x1"x2" MH DS ENDRAWINGS GROUPTHE PR APNDTAREF ALL SIDES (4 TOTAL) NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN WITH (1) #8 SCREW PERMISSION OF MILDREN DESIGN GROUP, P.C. IN EACH LEG Date: 21 May 2013 MAIN RUNNER Drawn by: Checked by: INDUSTRY STANDARD POP RIVET OR CEILING SYSTEM ATTACHMENT DAV CLIP IN FIXED POSITION Job Number: 113062 ATTACHED EDGE Sheet ('io' Double Stud to Main Runner 11 Ceiling Section at Edge 3"=1'-0" A4 2a411r1°°° �A4 2a3 Permit Submittal - May 2013 A4